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2023-11-07 VIII. D. Prelim Plat #23-010-TRC/PP, Exhibit 9Exhibit 9 11 /07/2023 ``,K. of •orrFFy *� MEMORANDUM TO: Mayor, Council Members & Administrator Ritter DATE: October 27, 2023 FROM: General Services Director Burnette SUBJECT: Mallard Landing Preliminary Plat Attached you will find the Preliminary Plat Application for Mallard Landing submitted by Holiday Builders, Inc., on behalf of property owners Okeechobee Lots LLC and John B. Lashley. It includes: • Planning Staff Comments dated October 27, 2023 • August 17, 2023, TRC Minutes • Preliminary Plat Application On October 25, 2023, 1 verified all property taxes have been paid. ENGINEERS • PLANNERS • SURVEYORS LANDSCAPE ARCHITECTS 23-010-TRC Plat Review Comments DATE: October 27, 2023 TO: City of Okeechobee FROM: Morris-Depew Associates Inc. Plat and Survey Comments and Conditions: See attached redline markup of plat. On Sheet 1 of 2: Certification of Ownership & Dedication; title commitments name different fee simple owners. Certificate of Title; title commitments name different fee simple owners. See attached redline markup of Boundary Survey; Parcel 2: Lots 13-26 Per commitment number 2022-15892 Recommended conditions of preliminary plat approval: 1. Applicant shall provide revised plat and boundary survey with corrections addressing attached redline markups. 2. Applicant shall provide updated certificates and title commitments with consistent fee simple owners per City LDC 86-73(a)(16). 3. Please provide acreages of subject property by block on the boundary survey so that staff can review and confirm consistency with plat. Infrastructure Plans Comments and Conditions: Many staff comments provided previously related to the proposed infrastructure plans have yet to be addressed. However, Applicant has indicated that the plans will be revised in accordance with the comments. Additionally, Applicant has indicated that all infrastructure improvements (except sidewalks) will be constructed by the Applicant prior to final plat approval. Recommended conditions of preliminary plat approval: 4. Applicant shall resubmit infrastructure plans which comply with all local, state and federal regulations. 5. Upon approval of infrastructure plans by the City, Applicant shall construct all infrastructure improvements according to approved infrastructure plans prior to final plat approval. 6. Final plat and required supplementary materials shall be submitted for final plat approval within 12 months of preliminary plat approval. 7. A developer's agreement shall be furnished to the City meeting all requirements of City LDC Chapter 86. Developer's agreement shall be executed prior to final plat approval. Applicant is requesting to exempt sidewalks from the infrastructure improvements that will be required prior to final plat approval. Instead, Applicant is requesting to construct sidewalks separately for each lot at the time each lot is developed. Staff finds that the functioning of sidewalks as a useful amenity relies on a network of continuous paths. Recommended conditions of preliminary plat approval: Page 1 2 In lieu of completing sidewalk improvements concurrently with other infrastructure improvements prior to final plat approval, Applicant may construct sidewalks prior to certificate of occupancy for each dwelling unit. However, continuous sidewalks shall be completed for each block segment within 12 months of the first certificate of occupancy issued for a dwelling unit on that block. Failure to comply may result in the City constructing sidewalks to ensure continuous block segments. Applicant shall furnish a developer's agreement with stipulations guaranteeing compensation to the city for any sidewalk improvements constructed by the City according to this condition. Developer's agreement shall be executed prior to final plat approval. TITLE INFORMATION: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B - SECTION 2 COMMITMENT NUMBER 2022-15892 , EFFECTIVE DATE: JULY 28, 2023 @ 10:00 P.M. I. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 2. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. THE TERM "ENCROACHMENT" INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ON THE LAND OF EXISTING IMPROVEMENTS LOCATED ON ADJOINING LAND. (AS DEPICTED) 3. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. (NOT A SURVEY MATTER) 4. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 5. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS. (NONE FOUND) 6. GENERAL OR SPECIAL TAXES FOR THE YEAR 2023 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 7. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 8. FACTS WHICH WOULD BE DISCLOSED BY AN ACCURATE AND COMPREHENSIVE SURVEY OF THE PREMISES HEREIN DESCRIBED.(AS DEPICTED) 9. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. (NOT A SURVEY MATTER) 10. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 11. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS. (NONE FOUND) 12. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2022 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 13. DEDICATIONS AND OTHER MATTERS CONTAINED ON THE PLAT OF TOWN OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS DEPICTED HEREON) 14. UTILITY EASEMENT AND RESOLUTION RECORDED IN O.R. BOOK 229, PAGE 524, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 6 AND 12) (AS DEPICTED HEREON) 15. ASSIGNMENT OF CERTAIN RIGHTS RECORDED IN O.R. BOOK 302, PAGE 638, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE- AFFECTING BLOCKS 4, 11, 12, 13, 20, 21, & 22) 16. ASSIGNMENT OF DEVELOPMENT RIGHTS RECORDED IN O.R. BOOK 519, PAGE 117, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (NOT PLOTTABLE- NO EXHIBIT "A" RECORDED) 17. GRANT OF EASEMENT RECORDED IN O.R. BOOK 551, PAGE 740, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 14 AND 15) (AS SHOWN HEREON) 18. LIFT PUMP STATION CONTAINED IN CORPORATE WARRANTY DEED RECORDED IN O.R. BOOK 551, PAGE 737, AS AFFECTED BY CORRECTIVE CORPORATE WARRANTY DEED RECORDED IN O.R. BOOK 601, PAGE 1773, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 14 AND 15) (BLANKET IN NATURE - AFFECTING BLOCKS 4, 11,12,13, 20, 21, & 22) 19. EASEMENT RECORDED IN O.R. BOOK 614, PAGE 242, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 10, 11, 12 AND 13) (AS SHOWN HEREON) 20. COVENANTS, CONDITIONS, RIGHT OF REVERSION AND OTHER MATTERS CONTAINED IN ORDINANCE NO. 971 RECORDED IN O.R. BOOK 624, PAGE 871, ORDINANCE NO. 1106 RECORDED IN O.R. BOOK 739, PAGE 1895 AND ORDINANCE NO. 1106 RECORDED IN O.R. BOOK 739, PAGE 1728, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE- ALLEYWAYS ADJOINING SUBJECT PARCELS) 21. NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMIT RECORDED IN O.R. BOOK 656, PAGE 957, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE - AFFECTING BLOCKS 4, 11,12,13, 20, 21, & 22) 22. ASSIGNMENT OF RIGHTS AND AGREEMENTS AFFECTING REAL ESTATE RECORDED IN O.R. BOOK 726, PAGE 1970, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE- AFFECTING BLOCKS 4,11,12, 13, 20, 21, & 22) 23. ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CH. 159, F.S., IN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY, FOR UNPAID SERVICE CHARGES FOR SERVICES BY ANY WATER SYSTEMS, SEWER SYSTEMS OR GAS SYSTEMS SERVING THE LAND DESCRIBED HEREIN; AND ANY LIEN FOR WASTE FEES IN FAVOR OF ANY COUNTY OR MUNICIPALITY. (NOT A SURVEY MATTER) TITLE INFORMATION: Lots 13 through 26 1per title OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B - SECTION 2 COMMITMENT NUMBER 2022-15893 , EFFECTIVE DATE: JULY 28, 2023 @ 5:00 A.M. - 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 2. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. THE TERM "ENCROACHMENT" INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ON THE LAND OF EXISTING IMPROVEMENTS LOCATED ON ADJOINING LAND. (AS DEPICTED) 3. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. 4. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 5. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS. (NONE FOUND) 6. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2022 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 7. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 8. FACTS WHICH WOULD BE DISCLOSED BY AN ACCURATE AND COMPREHENSIVE SURVEY OF THE PREMISES HEREIN DESCRIBED. (SHOWN HEREON) 9. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. (NOT A SURVEY MATTER) 10. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 11. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS.(NONE FOUND) 12. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2022 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 13. DEDICATIONS AND OTHER MATTERS CONTAINED ON THE PLAT OF TOWN OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS DEPICTED HEREON) 14. ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CH. 159, F.S., IN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY, FOR UNPAID SERVICE CHARGES FOR SERVICES BY ANY WATER SYSTEMS, SEWER SYSTEMS OR GAS SYSTEMS SERVING THE LAND DESCRIBED HEREIN; AND ANY LIEN FOR WASTE FEES IN FAVOR OF ANY COUNTY OR MUNICIPALITY. (NOT A SURVEY MATTER) BLOCK 77 P.B. 1, PG. 21 BLOCK 6 P.B. 1, PG. 10 BLOCK 11 P.B. 1, PG. 10 C30O LOCATED IN SECTION 16 TOWNSHIP 37 SOUTH RANGE 35 EAST BLOCK 76 P.B. 1, PG. 21 LL BLOCK 5 17 P.B. 1, PG. 10 - I I 1 BLOCK 12 F T�f P.B. 1, PG. 10 LOCK 75 P.B. 1, PG. 2 NW 14TH AVENUE (F) TWENTIETH STREET (P) BLOCK 4 P.B. 1, PG. 10 NW 13TH STREET (F) NINETEENTH AVENUE (P) BLOCK 13 P.B. 1, PG. 10 i NW 12TH STREET (F) a EIGHTEENTH STREET P v t � Z BLOCK 22 z 57,- z P.B 1, w BLOCK 21 w BLOCK 20 PG.� 10 w IF7P.B. 1, PG. 10 7 " P.B. 1, PG. 10 -7 H HD - zW zy A z G NW 11TH STREET (F) SEVENTEENTH AVENUE (P) BLOCK 27 P.B. 1, PG. 10 BLOCK 40 P. B. 1, PG. 10 LEGAL DESCRIPTION: LEGAL PER COMMITMENT NUMBER 2022-15892) BLOCK 28 P.B. 1, PG. 10 BLOCK 39 P.B. 1, PG. 10 PARCEL 1: LOTS 1 THROUGH 13, BLOCK 4, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 14 THROUGH 26, BLOCK 4, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 1 THROUGH 13, BLOCK 13, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 4: LOTS 14, THROUGH 26, BLOCK 13, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 5: LOTS 1 THROUGH 10, BLOCK 12, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 6: LOTS 11 THROUGH 16, BLOCK 12, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 7: LOTS 17 THROUGH 26, BLOCK 12, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 8: LOTS 1 THROUGH 6. BLOCK 11, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 9: LOTS 1 THROUGH 6, BLOCK 22, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 10: LOTS 1, 2 AND 3, BLOCK 21, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 11: LOTS 9 AND 10 BLOCK 21 LESS THE EAST 32.50 FEET OF SAID LOT 9 TOWN OF OKEECHOBEE ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 12: LOTS 11 THROUGH 16, BLOCK 21, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 13: LOTS 17 THROUGH 26, BLOCK 21, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 14: LOTS 1 THROUGH 13, BLOCK 20, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 15: LOTS 14 THROUGH 26, BLOCK 20, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LOCATION MAP: BLOCK 29 P.B. 1, PG. 10 NW LOTH STREET (F) SIXTEENTH AVENUE (P) BLOCK 38 P.B. 1, PG. 10 (NOT TO SCALE) LEGAL DESCRIPTION (CONTINUED BLOCK 74 P.B. 1, PG. 21 BLOCK 3 P.B. 1, PG. 10 BLOCK 14 P.B. 1, PG. 10 BLOCK 19 P.B. 1, PG. 10 BLOCK 30 P.B. 1, PG. 10 BLOCK 37 P.B. 1, PG. 10 TOGETHER WITH: (LEGAL PER COMMITMENT NUMBER 2022-15893) PARCEL 1: LOTS 1, 2, 3, 4 AND 5, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 6, 7, 8, 9 AND 10, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 11, 12, AND 13, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 4: LOTS 14,15 AND 16, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 5: LOTS 17, 18, 19, 20 AND 21, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 6: LOTS 22, 23, 24, 25 AND 26, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 7: LOTS 1, 2 AND 3, BLOCK 6, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 8:LOTS 4, 5, 6, BLOCK 6, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. ALL OF THE ABOVE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (LEGAL TO BE USED FOR PLATTING) LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 4; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 5; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 6; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 11; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 12; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 13; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 20; LOTS 1, 2, 3, 9, AND LOTS 10 THROUGH 26, IN BLOCK 21; LESS THE EAST 32.5 FEET OF SAID LOT 9; LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 22; ALL THE ABOVE BEING PART OF THE TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 AT PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH: ALL THE ALLEYWAYS IN BLOCK 4, BLOCK 5, BLOCK 12, BLOCK 13, BLOCK 20, BLOCK 21, ALL IN TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. CONTROL POINT TABLE POINT ID DESCRIPTION PROPERTY CORNER VARIANCE 30052 FOUND 5/8" IRON ROD NO IDENTIFICATION 2.09' SOUTH, 2.92' WEST OF PROPERTY CORNER 30068 FOUND 5/8" IRON ROD NO IDENTIFICATION 30053 FOUND 5/8" IRON ROD NO IDENTIFICATION 30069 FOUND 5/8" IRON ROD NO IDENTIFICATION 30050 FOUND 5/8" IRON ROD NO IDENTIFICATION 30051 FOUND 5/8" IRON ROD NO IDENTIFICATION 30054 FOUND 5/8" IRON ROD & CAP STAMPED LBFH INC LB 959 30055 FOUND 5/8" IRON ROD NO IDENTIFICATION 30056 FOUND 5/8" IRON ROD NO IDENTIFICATION 30057 FOUND 5/8" IRON ROD NO IDENTIFICATION 30058 FOUND 5/8" IRON ROD NO IDENTIFICATION 30059 FOUND 5/8" IRON ROD NO IDENTIFICATION 30060 FOUND 5/8" IRON ROD STAMPING ILLEGIBLE 1.01' SOUTH, 0.23' WEST OF PROPERTY CORNER 30061 FOUND 5/8" IRON ROD NO IDENTIFICATION 30062 FOUND 5/8" IRON ROD & CAP STAMPED LBFH LB 959 30063 FOUND 5/8" IRON ROD & CAP STAMPED LBFH LB 959 30064 FOUND 5/8" IRON ROD NO IDENTIFICATION 0.93' NORTH, 1.25' EAST OF PROPERTY CORNER 30065 FOUND 6X6 CMON W/ 3/4" IRON ROD NO IDENTIFICATION 30066 FOUND 5/8" IRON ROD NO IDENTIFICATION 30067 FOUND 5/8" IRON ROD NO IDENTIFICATION 40015 FOUND 5/8" IRON ROD NO IDENTIFICATION 40116 FOUND 1/2" IRON ROD & CAP STAMPED "BSM LB 8155" 40018 FOUND 5/8" IRON ROD NO IDENTIFICATION PARCEL ID TABLE: 3-15-37-35-0010-00040-0010 3-15-37-35-0010-00040-0140 3-15-37-35-0010-00110-0010 3-15-37-35-0010-00120-0110 3-15-37-35-0010-00120-0010 3-15-37-35-0010-00120-0170 3-15-37-35-0010-00120-OOAO 3-15-37-35-0010-00130-0010 3-15-37-35-0010-00130-0140 3-15-37-35-0010-00130-OOAO 3-15-37-35-0010-00220-0010 3-15-37-35-0010-00210-0110 3-15-37-35-0010-00210-0100 3-15-37-35-0010-00210-0010 3-15-37-35-0010-00210-0170 3-15-3 7-35-0010-00210-OOAO 3-15-37-35-0010-00200-0010 3-15-37-35-0010-00200-0140 3-15-3 7-35-0010-00200-OOAO 3-15-3 7-35-0010-00040-OOAO 3-15-37-35-0010-00050-0010 3-15-37-35-0010-00050-0060 3-15-37-35-0010-00050-0110 3-15-37-35-0010-00050-0140 3-15-37-35-0010-00050-0170 3-15-37-35-0010-00050-0220 3-15-37-35-0010-00060-0010 3-15-37-35-0010-00060-0040 SURVEYOR'S NOTES: LEGEND: W _U w U) r %� `� + Z w }- �--� W Of UU) (n < Oo z (n J co ID IDENTIFICATION (C) CALCULATED (P) PLAT (F) FIELD P.B. PLAT BOOK PG. PAGE PRM PERMANENT REFERENCE MONUMENT W/ WITH R/W RIGHT-OF-WAY C/L CENTERLINE PROPERTY LINE 10 LOT NUMBER ® CATCH BASIN @ BOLLARD MAILBOX ❑w WATER METER © CABLE BOX SINGLE SUPPORT SIGN MANHOLE COVER ® SET 1/2" IRON ROD & CAP W/ ALUMINUM DISC STAMPED "PRM BSM LB 8155" (UNLESS NOTED OTHERWISE) WLPT WETLAND POINT # F.P.&L. FLORIDA POWER & LIGHT ACREAGE INFO: TOTAL ACRES = 31.2831 (INCLUDING ALLEYS) 1. THE SURVEY DATE IS JUNE 12, 2023. 2. THIS IS A BOUNDARY SURVEY, AS DEFINED IN CHAPTER 5J-17.050(11) OF THE FLORIDA ADMINISTRATIVE CODE. 3. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 5. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS SURVEY IS THE NORTH LINE OF BLOCK 20, SAID LINE BEARS NORTH 89°49'06" EAST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. THE COORDINATE SYSTEM UTILIZED HEREON IS REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011), AS ESTABLISHED USING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK GPS) SURVEY METHODS. THE CORRECTED POSITIONS COMPUTED WERE VERIFIED THROUGH A REDUNDANCY OF MEASUREMENTS. ALL DISTANCES SHOWN HEREON ARE IN GRID U.S. SURVEY It n 0) RT M E LA 1 O LA LL V � Lm O 7 t V E y N M = C 00 L 4 J 00 M M V ko LU 'L 00 FEET. Q 7. THIS SURVEY IS BASED ON A REVIEW OF A TITLE COMMITMENTS BY OLD REPUBLIC NATIONAL INSURANCE COMPANY FILE NUMBER 2022-15892 AND 2022-15893 WITH AN EFFECTIVE DATE: JULY 28, 2023 AT 10:00 P.M. AND JULY 28, 2023 AT 5:00 Q w A.M. THE TITLE EXCEPTIONS LISTED ON THIS SURVEY ARE FROM SCHEDULE B-SECTION 2 OF THE TITLE COMMITMENTS U w O U LISTED ABOVE. 8. THIS SURVEY DELINEATES THE LOCATIONS OF THE LEGAL DESCRIPTIONS ON THE GROUND, BUT DOES NOT DETERMINE OWNERSHIP OR PROPERTY RIGHTS. 9. ADJOINING PROPERTY INFORMATION IS SHOWN PER PLAT. Cy 10. AERIAL IMAGERY SHOWN HEREON WAS OBTAINED FROM THE LAND BOUNDARY INFORMATION SYSTEM (LABINS) DATED 2018 AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 11. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE A & X PER FEMA MAP NUMBER 12093C, PANEL NUMBER 0415C, WITH AN EFFECTIVE DATE OF 07/16/15. CERTIFICATION: I HEREBY CERTIFY THAT THE ATTACHED SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT IT MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J- I 7,FLORIDA ADMINISTRATIVE CODE. FOR THE BENEFIT OF THE FOLLOWING PARTIES ONLY: 1 HOLIDAY BUILDERS INC. A FLORIDA CORPORATION 2) OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 3) HB TITLE, INC FOR THE FIRM: BSM & ASSOCIATES, INC. DATE RICHARD E. BARNES III PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA LICENSE NO. 7074 GRAPHIC SCALE C30O r 0 60 120 Feet 1 INCH = 60 FT. (INTENDED DISPLAY SCALE) LOCATED IN SECTION 16 TOWNSHIP 37 SOUTH RANGE 35 EAST PER PLAT PER PLAT C/L NW 14TH STREET (/F C/L NW 14TH STREET (F) PER PLAT PER PLAT l ) C/L TWENTIETH STREET (P) C/L TWENTIETH STREET (P) _ NOT IMPROVED 35.00' R W #30067 (NOTIMPROVED) ( ) 35.00' R W o 1 n 1 35.00' R/W 35.00' R/W #30068 35.00' R/W ER PLAT # N89 48 04 E 142.54 (C) PER PLAT PER PLAT E~ PER PLAT - o � 0. - PER PLAT ON890M48'04"'E 150.00' (C) (P) I 142.50 (P) 'MN89°48'04"E 512.66' (C) I a N89 48 04 E 670.13 (C) 47.51'(C) 47.51'(C) 47.51'(C) 70.01'(C) 50.02'(C) 50.02'(C) 50.02'(C) 50.02'(C) 50.02'(C) 50.01'(C) o F[, 50.01'(C) 50.01'(C) 50.01'(C) 50.o1'(C) 50.01'(C) 50.01'(C 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) o w� 47.50' (P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) ^ pW 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P)' 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) m a N� 1 Nw� U U U N N N N u U I 50.00' R/W 50.00' R/W r _ C> S89°48'34"W 150.01' (C) PER PLAT PER PLAT 142.54'(C) 150.00' (P) 142.50'(P) �+ o; a, a. a a; •• o, o, •• a; a, o; w c; o: �..i .� a: a a a a a a a, �_ a. '� a p No Q oNo M� 12 Mno 3 0 10 Q wo ® woo © wo ®oo wo Q W o 3 0 13 woo 12 11 wo O M� 9 wo 8 wo 7 woo 6 4o OM .�-i N, N, N O 1 N ,NnN N �N l/') O� O� O� O^' O'er O� O� O� O C C G In 0 0 0 0 0 0 0 0 0 0 0 0 N O O o 0 0 0 0 0 0 0 0 0 0 0 b .� o 0 O ^ S89°49'04"W 150.02' (C) 142.54'(C) p O BLOCK 5 Z 15.00' ALLEY P.B. 5, PG. 5 15.00' ALLEY 0 -� U 1so.00' (P) U U lazsa(P) U o � O BLOCK 4 • P.B. 5, PG. 5 PER PLAT PER PLAT 30 No M� 13 o n 47.51'(C) 47.51'(C) 47.51'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.0I I(C) 70.01'(C) 50.01'(C) 50.01(C) 50.01(C) 50.01'(C) 50.01'(C) 50.01'(C) ' If N ,Nn N N h vNi N M ^ BLOCK 6 M- 47.50'(P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) �^ P.B. 5, PG. 5 M ``' M - _S89049'34"W 512.63' (C) N89°49'34"E 512.62' (C) N89°49'34"E 670.12'(C )3 W .() .) ^�� (C) 50.01'(C) 50.01'(C)N 50.00'(P) 5550.00'P50.00'(w 570.00'(P) 50.50.50.00'(P) 550.00'(P) .50''''''C C:) 150.00'(P) 142.50'(P) 47.51'(C) 47.51'(C) 47.5F(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01C1C50.00'(P) .''W 0H N O ® N O o 0 0 z z u a W�" S89°5o'O4"W 150.04' (C) - 142.54'(C) o a v c o Z o o o A Z W 150.00' (P) 142.50'(P) c1 ^ - M - M F bl (Z1 ^ W vi v"'i o e T 0• P d' (]y n n oo o0 0o a rn a, rn a_ o > C) a E-+ g 15 M 0 17 1H 19 20 22 23 4 5 26 0 b 14 w o o N �N NN O �� p O wq O wq O wq O wq © wq O we O wo © wo © wo OW p x a p p O 15 wo 16 wo 17 wo 18 wo 19 wo 20 wo ©1 wo 22 wo 23 wo ® wo 25 wo 26 W p a o �o : o = o _ �o Mo _ oo Mo Mo o _ � N � S89°50'34"W 150.05' (C) 142.53'(C) o i/� o 0 C �j "� -- 150.00' (P) a a s 142.50'(P) O O�-� O Z O z E- CA aUZ, CA z © 47.51'(C) 47.51'(C) 47.51'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.011(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.00'(P50.00'(P) 550.--50.00'(P)- �50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 550.00'(P) 550.00'(P) 50.00'(P)47.50'(P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 5aVV a S89051'03"W 150.06' (C) 4A- °51'03"W 142.53' (C) ' S89°51'03"W 512.59' (C) w $A S89°51'03"W 670.11' (C) a I ( 35.00' R/W 1 35.00' R/W OKEECHOBEE UTILITY AUTHORITY 35.00' R/W ZOO 35.00' R/W LINE DPEICTED PER 35.00' R/W 150.00 `P) PER PLAT LINE DPEIC142.50 (P) PER PLAT C/L NW 13TH STREET (F) UNABLE TO LOCATE THIS PER PLAT #30061 ��EX PER PLAT FEMA FLOOD MAP C/L NW 13TH STREET (F) _ PERPLAT #30066 FEMA FLOO_ SECTION OF WATERLINE #30060 C/L NINETEENTH STREET P C/L NINETEENTH STREET (P) / O _ Ll z0 (NOTIMPROVED) + (NOTIMPROVED) 3s.00' R W #30059 #30065 N89°51'03"E 150.08' C 35.00' R/W �905 F03"E 142.53' (C) 35.0o R/W 35.00' RAV �� 35.00' R/w 4 ( ) + PER PLAT ZONE X PER PLAT PER PLAT F. o / PER PLAT I N89°51'03"E 670.11' C PER PLAT H -- 150.00' (P) 142.50' (P) N8IN9°51'03"E 512.58' (C) _ _ _ W p _ _ _ _ _ W D _ _ ' a �64 ( )�I a 47.51'(C)- �47.51'(C) 47.51'(C) 0.00'(C)(P) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.0 ['(C) o��/ 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 0.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 0 0. 15.00' ALLEY g7.50'(P) 47.50'(P)� �47.50'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(Pl �50.00'(P)� - p 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 0.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.001(P) 50.00'(P) PER PLAT N h vNi vNi N vNi U U U U �O `J N89°50'44"E 150.09' (C) F 3 F N89050'44"E 142.53' (C) (li c� - V 150.00' (P) a a s 14.50' (P) N _ .Ny o a M 0 0. 0 a 6o F v a p1 0-4 ^ vi W vi p. .-ti �..i o ^ o ^ o ^ o ^ o ^ o ^ o ^ o ^ o ^ �..i ,--i WLPT I -IS o ^ o ^ o ^ o ^ o ^ o ^ a _a _� _a _o" a ,� _ _ Wg fit✓ �� a fit✓ fit✓ �� o a°v' �a as �� '� o © No r-o O oo '3 O O we wo 8 w wo 7 wo 6 wo $ wo 4 wo 3 wo 2 wo W O r� Q :©3 °M°� 12 wo 11 wo 10 wo Q9 wo ® wo Q7 o © QS wo ® wo 3Q wo Q2 wo 10 W O O p N o •'�' '° O ,� O .--i Vl .'�-i V ,r .'�-i Q Q M M M M .'�-i M .'n-i O N .'�-i N .�-i N ,_ N Q vi vNi vNi vNi M N o 0 0 0 y� V"l WLPT 1-16 p o 0 0 0 0 o M o 0 0 o W) N89°5O'24"E 150.10' (C) ^ N89050'24"E 142.52' (C) o o o o 0 0 0 0 o M M C:)0 0 0 0 0 0 o 0 0 o p 150.00' (P) a 14.50' (P) WLPT 1-14 o 0 0 0 0 0 0 0 o O x o 0 0 0 0 0 0 0 0 0 0 m cn cn o vi ,� ,. BLOCK 11 ^ W o0 0 0 BLOCK 13 U . Z U EXCEPTION #8 z BLOCK 12 C/� 'z 15.00' ALLEY 15.00' ALLEY P.B. 5, PG. 5 U _ - ^ o 15.00' UTILITY EASEMENT a P.B. 5, PG. 5 wLPT 1-1s P.B. S PG. 5 W-) 15.00' ALLEY 15.00' ALLEY pp Q3 N W `p N O.R.B. 229, PG. 524 O N PER PLAT PER PLAT ' PER PLAT PER PLAT WLPT 1-17 50.01' C ( ) ( ) / O 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C)50.01'(C) 50.01'(C) 50.01' C 50.01' C N89°50'04"E 150.11' (C) W M N89°50'04"E 142.52' (C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) w M 150.00' (P) M W P�. 14.50' (P) - - - O 1 " 1 3 W a 3 N89°50'04'E 512.54' (C) -PT I -I � LPT 112 N89 50 04 E 670.10 (C) a M M r S00° 11'23 "E 315.57' (C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00 (P) 50.00'(P) 50.00'(P) 50.00'(P) 50 00(P) 50.00'(P) 70.00'(P) 50.00(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 0 o ® o 0 W O WLPT 1-2 \ N N O�" O N h vNi h ^ WLPT 1-11 , WLPT 1 U O U \\ WEAREA O '45"E 150.12' (C) < Z N89°49'45"E •52' (C) U (� o ^ z 150 00' (P)N89°49O (P) - X '°O :;+ N 0.365 ACRES± .--i V O ^ F _ v i� a oo Co �n ^ O �-• o b, M o Co a in _ co F _ v c' /�^• �� l/•1 Q., \ O \ O O O O C D\ OT W O y^ O �^, O �^, O n^, � `/ '--I �/ O n^, O `^ O .. O ^ O ^ � ,� 0 ,1 O � .-. � .-. � �C (V O - O 15 00 '. �i ,-. .r .r ,-.a •""'u a 13 19 WO O WO 1 22 Wo � Vt � h •--' � � h � h � � � � M h - h h h M M N .�-i N .�-i N ,� N .--i � O N89°49'25"E 150.13' (C) � F � F- N89°49'25"E 142.52' (C) 150.00' (P) a a a 14.50' (P) N ,� ,". .". .. .. •--, .� O p WLPT 1-3 ` WLPT 1-8 o o^ o^ o 0 0 0 0 0 ° P. 15.00' ALLEY °_ o 0 0 0 0 0 0 0 0 ° ° �o WLPT 1-0 0. pW PER PLAT O m O O WLPT 1-7 ' O va va va � z o o #30050 16 Z #30056 WLPT 1-5 WLPT 1-e vNi vNi vNi vN1 N N O O 50.01'(C) 50.01'(C - � is01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) a 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) a y S89049'06"W 150.14' (C) I S89°49'06"W 142.52' (C) 4S89°49'06"W 512.51' (C) ~� w S89°49'06"W 670.09' (C) 35.00' R/W 1 1 35.00' R/\V ° 35.00' RAV M a #30057 35.00' R/W C/L NW 12TH STREET F 35.00' R/W m a PER PLAT 150.00 (P) ; 142.50 (P) PER PLAT N89 49 06 E 62.50 (C) C/L NW 12TH STREET F PER PLAT PER PLAT () PER PLAT #30064 C/L EIGHTEENTH STREET (P) EDGE of PAVEMENT C/L EIGHTEENTH STREET (P) EDGE OF PAVEMENT CULVERT CULVERT CULVERT CULVERT #30055 OT IMPROVED) 35.00' R/w ° 1 11 35.00' R/w ° " 1 B B 35.00' R/W N89049106"E #30058 35.00' R/W N89°49'06"E 670.08' C 35.00' P/W #30063 PER PLAT N89 49 06 E 150.16 (C) PER PLAT N89 49 06 E 142.51 (C) PER PLAT H PER PLAT ( ) PER PLAT F. 150.00' (P) ❑ E 142.50'(P) t4 150.00' (C) (BASIS OF BEARINGS) a 47.50'(C)(P) 47.50'(C)(P) 47.50'(C) 70.00'(C)(P) 50.00(C)(P) 50.0 C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) o CG 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 0.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 47.50'(P) ^ m P�.� 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) pW„i 15.00' LESS U EXCEPTION # 11 �a a PARCELS NOT INCLUDED z 10.00' LIFT STATION o © #30051 v © �z 32.50' 7 - w N N N U j IN BOUNDARY U w EASEMENT o _ _ U N `� � ^ '� O.R.B. 551, PG. 740 .. N89°49'10"E 150.17' (C) E, F" � d U 150.00' (P) a s N89°49'10"E 142.51' 2� w p o v o p o o u EXCEPTION #13 ^ N N N^ a W O O� I o 4. D a rn o, a, rn rn P-i o, o, _ w rn a o,b0 O �OW 15.00'ALLEYPER PLAT a o o o o a o - ` ° O 01 °o °a �^ °^ Oa °a °a Oa °^ °^ ° F.P.&L. EASEMENT O.R.B. 614, PG. 242 M W 13 w o 12 w o 11 w o 10 w o w o Q Q Wo ® Wo Wo Wo sp Wa ®3 3p Wo p Wo p 0 0 0 0 _�o Mo 8 Wo 7 Mo Mo 5 oWo o �o w h O O I O'. O n On N89049'15"E 150.18' (C) a vN - o - o 0 0 0 0 o o O O I o 0 0 0 0 0 0 0 0 0 o N 0 0 0 0 0 o O o o N o 0 0 0 0 0 0 0 0 0 0 o O 150.00'(P) N89049'15"E 142.5F -� BLOCK 22 Z U o BLOCK 21 O S89°49'20"W E� c BLOCK 20 15.00' ALLEY O P.B. 5, PG. 5 U W .. Z W 15.00' ALLEY Ln v, P.B. 5, PG. 5 I W O P.B. 5, PG. 5 PER PLAT ^ ^ 149.99 (C) W z PER PLAT w 96 o O o Ry 0 13 REMAINING 69.99'(C) W I W NN„ N N N N N N 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) W - 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) Uj 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) W N89°49'20"E 150.19' (C) .--i W O M 150.00' (P) M W N89°49'20"E 142.51' N89049'20"E 670.0T C Z 15.00' N89°49'20"E 512.46' (C) x a O W F a _ S00°11'23"E 314.83' (C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)P) 69.99'(C) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) M V H M 70 00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) W oa oa W O v_1 oa �a / a ® v o I � o v 14 ° " � l ) EXCEPTION #13 1 PER PLAT V i-. S89 49 20 W 62.49 C r� ExcEPTION # 11 � W N O O N � 15.00' ALLEY PER PLAT z LIFT STATION EASEMENT M O Q a W O.R.B. 551, PG. 740 d N89°49'24"E 150.20' (C) 0 .z G0. U F.P.&L. EASEMENT O.R.B. 614, PG. 242 l ° V � . U 150.00' (P) N89°49'24"E 142.51' 4 pN, a' - OMi 0, Oi O ,-. G ^' Ii1 O Q U U Ua Ua Ua. Ua. � a �= o, rn rn rn rn rn a rn_ � ^ o In �"' � O � p 17 wo 18 wo 19 wo ©0 wq 21 wo 22 wo 23 wo ® � 25 � © � a 14 wo 15 wo wo 17 wo 18 wo 19 wo 20 wo � wo 22 wo 23 wo ® wo 5 w 26 N89°49'29"E 150.21' (C) F 3 F M o o O o 0 0 0 0 0 0 0 0 0 0 150.00' (P) a s a N89049'29"E 142.50' ,� voi voi voi voi a1 O M o o P4 EXCEPTION #13 ° M O pW, pW 15.00' ALLEY PER PLAT O O o O F.P.&L. EASEMENT O.R.B. 614, PG. 242 Z o z Op N N ,N^ N� N 47.49'(C) 47.49'(C) 47.49'(C) 69.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) F d 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 70.01'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) F 47.50'(P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.001(P)ML r 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) M6 -i S89049'34"W 150.22' (C) 3s.00' R w S89049'34"W 142.50' (C)(P) S89049'34"W 512.42' (C) w S89°49'34"W 670.06' (C) 35.00' R W m r' w 35.00' R/W 35.00' R/W D4 4 a 150.00 (P) PER PLAT C/L NWT1TH STREET (F) PER PLAT #30053 #30054 PER PLAT C/L NW 11TH STREET (F) PER PLAT #30062 #30052 C/L SEVENTEENTH STREET (P) O - C/L SEVENTEENTH STREET P (NOTIMPROVED) I (NOTIMPROVED) 35.00' R/W #40116 35.00' R/W PER PLLATAT PER PLAT � #40018 PER PLAT #40015 PER R/W LINE R/W LINE r 1 d1 M E LA U. io0 o � t � U E GI � c w 11 M = c ao m aL 4 M Go "-q d M u O ui 'i 00 O co ~ I 1 All i � w U a w0 ul M � O O O OO � � w W O Toll AD=P=L%n1@ D=/ \H1@UHa A REPLAT OF BLOCKS 4, 51 69 119 12, 139 209 219 & 22 OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5, LOCATED IN THE SECTION 16, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA Cypress F Everglades ` Quarters uipment Group 7 THIS PLAT Title commitments Zaxby's Chicken 70 Okeee IQ :Fingers & Buffalo Wings name different fee simple owners CERTIFICATION OF OWNERSHIP & DEDICATION: ' Golden Corral Buffet &Grid STATE OF FLORIDA COUNTY OF OKEECHOBEE LOCATION MAP: HOLIDAY BUILDERS INC., A FLORIDA CORPORATION, THE OWNER OF THE ABOVE DESCRIBED LAND, BY ITS DULY ELECTED PRESIDENT, DOES (NOT TO SCALE) HEREBY DEDICATE THE FOLLOWING: LEGEND: INDEX OF PAGES: C/L CENTERLINE FND FOUND SHEET 1 = COVER PAGE R/W RIGHT OF WAY SHEET 2 = SKETCH OF PLAT O.R.B. OFFICIAL RECORD BOOK PG. PAGE P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT TABULAR DATA: R RADIUS OR RANGE A DELTA STORMWATER TRACT "'1 = 0.540 ACRES f L ARC LENGTH STORMWATER TRACT "2A" = 0.474 ACRES f CB CHORD BEARING STORMWATER TRACT "213" = 1.761 ACRES f CD CHORD DISTANCE STORMWATER TRACT "2C" = 0.232 ACRES f N: NORTHING STORMWATER TRACT "3A" = 2.306 ACRES f E: EASTING STORMWATER TRACT "313" = 0.306 ACRES f • SET 1/2" IRON ROD & CAP, LIFT STATION TRACT = 0.057 ACRES f ALLEYS = 1.547 ACRES f STAMPED "BSM LB 8155" LOTS = 24.060 ACRES f O SET NAIL & DISK STAMPED "PCP BSM LB 8155" TOTAL = 31.283 ACRES t ® SET 1/2" IRON ROD W/ ALUMINUM DISC STAMPED "PRM BSM LB 8155"; UNLESS IF OTHERWISE NOTED F.D.O.T. FLORIDA DEPARTMENT OF TRANSPORTATION P.B. PLAT BOOK ID IDENTIFICATION S SECTION OR SOUTH T TOWNSHIP D.E. DRAINAGE EASEMENT NO. NUMBER P.C. PLAT CORNER A.K.A. ALSO KNOWN AS PRM PERMANENT REFERENCE MONUMENT F.P.&L. FLORIDA POWER AND LIGHT PCP PERMANENT CONTROL POINT U. & D. E. UTILTY & DRAINAGE EASEMENT PT #1000 POINT #1000 LEGAL DESCRIPTION: LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 4; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 5; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 6; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 11; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 12; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 13; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 20; LOTS 1, 2, 3, 9, AND LOTS 10 THROUGH 26, IN BLOCK 21; LESS THE EAST 32.5 FEET OF SAID LOT 9; LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 22; ALL THE ABOVE BEING PART OF THE TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 AT PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH: ALL THE ALLEYWAYS IN BLOCK 4, BLOCK 5, BLOCK 12, BLOCK 13, BLOCK 20, BLOCK 21, ALL IN TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS SURVEY IS CENTERLINE OF NW 13TH STREET, SAID LINE BEARS NORTH 89°51'03" EAST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. THE COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011), AS ESTABLISHED USING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK GPS) SURVEY METHODS. ALL DISTANCES SHOWN HEREON ARE IN GRID U.S. SURVEY FEET. 3. BUILDING SETBACKS ARE AS FOLLOWS: ROAD FRONTING LOT LINES = 25 FEET, SIDE LOT LINES = 10 FEET, AND REAR LOT LINES = 10 FEET. 4. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. EASEMENTS THE UTILITY & DRAINAGE EASEMENTS AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF OKEECHOBEE FOR UTILITY CONSTRUCTION, MAINTENANCE, AND INGRESS AND EGRESS AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA. STORMWATER TRACTS STORMWATER TRACTS "'I", "2A", "213", "2C", "3A", "3B" AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF OKEECHOBEE, FOR THE MAINTENANCE OF DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO SWALES, DITCHES, DRAINAGE PIPES, CULVERTS, PONDS, AND BERMS, AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA. ALLEYS THE ALLEYS AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF OKEECHOBEE, FOR INGRESS, EGRESS, UTILITIES, DRAINAGE, AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF THE CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA. LIFT STATION TRACT THE LIFT STATION TRACT SHOWN HEREON, IS HEREBY DEDICATED TO THE OKEECHOBEE UTILITY AUTHORITY, AND IS THE PERPETUAL MAINTENANCE OBLIGATION OF SAID OKECCHOBEE UTILITY AUTHORITY, ITS SUCCESSORS AND/OR ASSIGNS. IN WITNESS WHEREOF, THE UNDERSIGNED COMPANY HAS CAUSED THIS CERTIFICATION TO BE EXECUTED IN ITS NAME AND ITS CORPORATE SEAL TO BE HEREUNTO AFFIXED BY ITS PRESIDENT THIS _____ DAY OF ----------- 2023. HOLIDAY BUILDERS, INC 101 PRESIDENT'S PRINTED NAME WITNESS: PRINTED NAME DEDICATION ACKNOWLEDGEMENT WITNESS: PRINTED NAME STATE OF FLORIDA COUNTY OF OKEECHOBEE BEFORE ME, THE UNDERSIGNED AUTHORITY PERSONALLY APPEARED, PRESIDENT OF HOLIDAY BUILDERS, INC., A FLORIDA CORPORATION, TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND HE/SHE DULY ACKNOWLEDGED BEFORE ME THAT HE/SHE EXECUTED SAME, AS SUCH OFFICER FOR AND ON BEHALF OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL AT OKEECHOBEE COUNTY, FLORIDA, THIS _____ DAY OF ----------- 2023. BY: -------------------- NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. NOTARY STAMP: MY COMMISSION EXPIRES: ACCEPTANCE OF DEDICATIONS- CITY OF OKEECHOBEE: THE CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA HEREBY ACCEPTS THE DEDICATIONS TO SAID CITY AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON. DATED THIS _____ DAY OF ----------- 2023. WITNESS: PRINTED NAME BY: WITNESS: PRINTED NAME CITY ACKNOWLEDGEMENT: DOWLING R. WATFORD JR. MAYOR, CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA JOHN J. FUMERO CITY ATTORNEY, CITY OF OKEECHOBEE OKEECHOBEE COUNTY, FLORIDA ACCEPTANCE OF DEDICATIONS- OUA: THE OKEECHOBEE UTILITY AUTHORITY HEREBY ACCEPTS THE DEDICATIONS OR RESERVATIONS AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON. DATED THIS _____ DAY OF ----------- 2023. WITNESS: PRINTED NAME WITNESS: PRINTED NAME STATE OF FLORIDA COUNTY OF OKEECHOBEE BY: ---------------- JOHN HAYFORD EXECUTIVE DIRECTOR BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED, ___________- EXECUTIVE DIRECTOR OF THE OKEECHOBEE UTILITY AUTHORITY, TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND HE DULY ACKNOWLEDGED BEFORE ME THAT HE EXECUTED SAME, IN BEHALF OF THE OKEECHOBE UTILITY AUTHORITY. WITNESS MY HAND AND OFFICIAL SEAL AT OKEECHOBEE COUNTY, FLORIDA, THIS _____ DAY OF , 2023. BY:_________________ NOTARY STAMP: NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. CITY ATTORNEY: STATE OF FLORIDA COUNTY OF OKEECHOBEE IT IS HEREBY CERTIFIED THAT THE FORGOING PLAT IS APPROVED AS TO FORM. BY:--------------------- DATE: JOHN J. FUMERO CITY ATTORNEY CITY OF OKEECHOBEE, FLORIDA rr'PTIr'IrATr' Or' TITI r'• THE UNDERSIGNED, _______________ WITH HB TITLE, INC. COMPANY DULY LICENSED IN THE STATE OF FLORIDA, DOES HEREBY CERTIFY THAT, AS OF THE _____ DAY OF ----------- 2023. MY COMMISSION EXPIRES: (A) THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN CLERK OF CIRCUIT COURT: STATE OF FLORIDA COUNTY OF OKEECHOBEE HEREON IS IN THE NAME OF HOLIDAY BUILDERS INC., A FLORIDA CORPORATION, THE ENTITY EXECUTING THE DEDICATION. holiday builders different from simple fee owner (B) PURSUANT TO FLORIDA STATUTE 197.192 ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2022. (C) ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORD I, JERALD D. BRYANT, CLERK OF CIRCUIT COURT AND COMPTROLLER OF ENCUMBERING THE LAND DESCRIBED HEREON ARE AS FOLLOWS: OKEECHOBEE COUNTY, FLORIDA DO HEREBY CERTIFY THAT THIS PLAT WAS FILED 1. NO MORTGAGES ARE RECORDED. FOR RECORD ON THE _____ DAY OF ------------- 2023 IN PLAT BOOK --------- PAGE------------ JERALD D. BRYANT CLERK OF CIRCUIT COURT AND COMPTROLLER OKEECHOBEE COUNTY, FLORIDA ACCEPTANCE BY CITY COUNCIL: STATE OF FLORIDA COUNTY OF OKEECHOBEE IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY COUNCIL FOR THE CITY OF OKEECHOBEE, FLORIDA, THIS _____ DAY OF ----------- 2023. NO DEVELOPMENT RIGHTS ARE GRANTED SOLELY BY THE EXECUTION AND RECORDING OF THIS PLAT. ALL PURCHASERS ARE RESPONSIBLE FOR OBTAINING ANY NECESSARY STATE OR LOCAL PERMITS AND LICENSES PRIOR TO DEVELOPMENT. ATTEST: DOWLING R. WATFORD JR. MAYOR, CITY COUNCIL CITY SURVEYOR: STATE OF FLORIDA COUNTY OF OKEECHOBEE LANE GAMIOTEA CITY CLERK, CITY OF OKEECHOBEE, FLORIDA IT IS HEREBY CERTIFIED THAT UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE STATE OF FLORIDA HAS REVIEWED THIS PLAT FOR CONFORMITY WITH THE REGULATIONS OF CHAPTER 177, PART 1, FLORIDA STATUTES. DATE: _ PRINTED NAME: _________________ STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER COUNTY OF OKEECHOBEE FLORIDA LICENSE NUMBER ----- BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED, DOWLING R. WATFORD JR, MAYOR, CITY OF OKEECHOBEE, OKEECHOBEE CITY ENGINEER: COUNTY, FLORIDA AND JOHN J. FUMERO, CITY ATTORNEY, CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND THEY EACH DULY ACKNOWLEDGED BEFORE STATE OF FLORIDA ME THAT THEY EXECUTED SAME, AS MAYOR AND ATTORNEY FOR AND ON BEHALF OF THE CITY OF OKEECHOBEE. COUNTY OF OKEECHOBEE WITNESS MY HAND AND OFFICIAL SEAL AT OKEECHOBEE COUNTY, FLORIDA, THIS _____ DAY OF __________, 2023. NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. IT IS HEREBY CERTIFIED THAT THE FORGOING PLAT IS APPROVED AS TO FORM. BY: NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. NOTARY STAMP: MY COMMISSION EXPIRES: -- BY: --------- ------------- PRINTED NAME: PROFESSIONAL ENGINEER FLORIDA LICENSE NUMBER DATE: _ BY: ------------------- HB TITLE, INC. 2285 W. EAU GALLIE BLVD. MELBOURNE, FL 32935 DATE: CI ID\/CV0D'4Z r`CDTICIr`ATIr1A1• THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS ACCORDING TO SECTION 177.091(9), FLORIDA STATUTES, HAVE BEEN PLACED AS REQUIRED BY LAW; AND THAT PERMANENT CONTROL POINTS AND MONUMENTS ACCORDING TO SECTION 177.091(9), FLORIDA STATUTES WILL BE SET UNDER THE GUARANTEES POSTED FOR THE REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY PLAT COMPLIES WITH ALL THE SURVEY REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED. FOR THE FIRM: / \ BSM & ASSOCIATES, INC. 80 SE 31 ST LANE I OKEECHOBEE, FL 34974 I PLATTING CERTIFICATE OF SURVEYOR 1 AUTHORIZATION NO. LB 8155 THIS DAY OF , 2023. \ / --------------------------- / RICHARD E. BARNES III I PROFESSIONAL SURVEYOR AND MAPPER I CITY STATE OF FLORIDA LICENSE NO. 7074 \ SURVEYOR CITY I ENGINEER 1 I COUNTY I I CITY ` CLERK ` CLERK G:\My Drive\BSM & ASSOCIATES, INC\2022\22-457 BND TOPO HOLIDAY BLOCKS\ DRA WING\22-457 PLAT.dwg 1 Sep 12, 202J, SHEET 1 OF 2 BLOCK 77 BLOCK 76 P.B. 1, PG. 21 a ga NORTH QUARTER CORNER P.B. 1, PG. 21 a SECTION 16 NOT A PART TOWNSHIP 37 SOUTH NOT A PART OF THIS PLAT RANGE 35 EAST OF THIS PLAT R/W LINE NORTH LINE OF R/W LINE 35.00' N00010104"W 35.00' SECTION 16 69.49' N89°48'04"E 199.99' C/L NW 14TH STREET 076N89°48'04"E 35.00' 150.00' PT #100] FDPI 54.3 F PT #1077N89°48'04"E 35.00' N89°48'04"E 142.54' PT #1002 PT #1003 00 N89°48'04"E 15.00' 45.69' ALLEY 50.00' 50.00' H STORMWATER i STORMWATER a a 00 w 00 TRACT 2A TRACT "1" c 0.474 ACRES f 'n 0.540 ACRES f m H .a M W 0 N M M °o q M M 0 O O 1 M 3 BLOCK A 3 S89°48'29"W 142.54' S89°48'29"W 150.03' M r o c PT 91012 o 15.00' U. & D.E. 0 o 0 0 o O o 0o I o z l o Z I O z 0.245 ACRES f r 1 0.270 ACRES f 00 I w S89°48'29"W 142.54' I a M e I S89°48'29"W 150.05'pk a wO 15.00' U. & D.E. o w o0 2 o Cl m a 06 r 1 0.270 ACRES f 00 ° 0.308 ACRES f 15.00' 3 PT #1021 ALLEY PT #1023 PT #1022 PT #1020 PT #1004 PT #1011 GRAPHIC SCALE D D 0 60 120 FEET A REPLAT OF BLOCKS 4, 59 69 11 , 129 139 209 21 9 & 22 OF OKEECHOBEE, IINCH =60 FT. BLOCK75 (INTENDED DISPLAY SCALE) P.B. 11 PG. 21 AS RECORDED IN PLAT BOOK 5, PAGE 5, NOT A PART NORTH LINE OF OF THIS PLAT SECTION 16 LOCATED IN THE SECTION 16, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA R/WLINE 35.00' N89°48'04"E 755.21' N89°48'04"E 740.14' C/L NW 14TH STREET PT #1079 PT # 107 8 35..00' LIMITS OF PLAT N89°48'04"E 512.66' N89048'04"E 670.13' LIMITS OF PLAT + �� UTILITY EASEMENT LINE TABLE LINE# BEARING DISTANCE Ll N00°]1'31"W 7.50 L2 N89°50'04"E 142.52 L3 S00°11'23"E 7.43 L4 S00°ll'23"E 7.57 LS S89°50'04"W 142.52 L6 N00o11'31"W 7.50 STORMWATER TRACT "2B" 1.761 ACRES f S89049'34"W 512.63' BLOCK B PT 41005 35.00' 35.00'- N � 3 M M 0 0 O O PT #1010 � O V 00 04 ca PT #1013 o 15.00' 19.49' ALLEY STORMWATER TRACT "2C" 0.232 ACRES f S89°51'03"W 512.62' S89049'34"W 512.62' L 15.00' ALLEY 19.72' 82.00' 82.00' 82.00' 82.00' 82.00' 102.62' c o 0 0 0 0 0 en 0 0 0 O ® ® ® © O ® CD OM C en 0.245 ACRES f M M 0.245 ACRES f 0.245 ACRES f M M 0.245 ACRES f 0.245 ACRES f M 0.306 ACRES f C) C) � C) PT #1019 PT #1018 82.00' 82.00' 82.00' 82.00' 82.00' 102.59' S89051'03"W 150.06' 1 S89051'03"W 142.53' 35.00' N89°51'03"E 200.07' _ (NOT IMPROVED) PT #1083 35.00' PT #1082 N89051'03"E 150.08' N89051'03"E 142.53' CD PT #1024 PT #1025 o _ I c r 'n� 0.248 ACRES f o O F kA P. CWl � O I S89°48'29"W 150.09' a r c 1 r z 15.00' U. & D.E. cq M A�dL� 0 `n O N a 0b a 0.197 ACRES f I '% W w z� - a� I S89°48'29"W 150.10'00 M M N BLOCK D N w x o 3 _� kn O 'n M m O m I 0.197 ACRES f o 0o z ^� ° S89°48'29"W 150.12' z I`-1 0 u z I _ N N r 0 kn 1 0.197 ACRES f O z I 50.00' 50.00' S89°48'29"W 150.13' d a 15.00' U. & D.E. a r; F ® o N a r 0.248 ACRES f I PT 91047 PT #1046 PT #1026 PT 91027 o o � 06 O1 00 0.288 ACRES f 15.00' ALLEY S89°48'29"W 142.53", Cq CIR M a, 0.228 ACRES f L3 Ll -----L2--- - _ _ _S89°48'29"W 142.52' _ L6 L5 L4 15.00' UTILITY EASEMENT F O.R.B. 229, PG. 524 cn oNo (SEE ABOVE FOR TABLE) °O � 3 O � ° 0.228 ACRES f S89°48'29"W 142.52' 15.00' ALLEY 00 °O 0.288 ACRES f 00 PT #1045 PT #1044 kn M w M N O 0 0 M O of o o .. H z `n cv W M M O o 0 0 z PT #1006 PT #1009 STORMWATER TRACT"3A" 2.306 ACRES BLOCK CS89°49'34"W 670.12' PT #1007 k w DEI O PT #1008MPT # 1015 oU PT #1014 15.00' N89°49'34"E 670.12' STORMWATER TRACT "3B" 15.00' 19.75' ALLEY 0.306 ACRES f S89°51'03"W 670.12' ALLEY 20.0478.56' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 78.56' O O O ® ® © O ® O 10 MM M M M M M M M M M0.234 ACRES f o 0.170 0 0.170 0 0.170 0 0.170 0 0.170 0 0.170 b 0.170 0 0.170 0 0.1700.234 ACRESACRESf c ACRESf c ACRESf ACRESf ACRESf c ACRESf o ACRESf o ACRESf oACRESf o CD C V) C V) PT #1016 LLPT #1017 78.556' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 78.556' LIMITS OF PLAT S89051' 3"W 512.59' LIMITS OF PLAT S89051' 3"W 512.59' LIMITS OF PLAT S89"51'03"W 670. 1 12' C/L NW 13TH STREET (70.00' R/W) 35.00' C/L NW 13TH STREET 35.00' (BASIS OF BEARINGS) (70.00' R/W) N89°51'03"E 755.11' N89°5103"E 740.11' 35.00' PT #1081 35.00' r rnrtrre nc rarer NR9°51'B'�"F. 512.575' 1A. LIMITS OF PL N89051'03" 670.108' 70.00' 70.00' 70.00, 70.00' 70.00' 70.00' 92.575' PT #1028 PT #1029 Ncq N N N N 50 � o 0 0 0 0 0 W W W W W W 11 0.241 ACRES f 0.241 ACRES f 0.241 ACRES f 0.241 ACRES f _, 0.241 ACRES f _, 0.241 ACRES f 0.319 ACRES f z PT #1035 BLOCK E PT #1034 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 92.54' N89050'04"E 512.54' 35.00' 35.00' � 70.00' 70.00' L15.00' 70.00' 70.00' 70.00' 70.00' 92.54' 15.00' PT #1036 ALLEY ALLEY PT #1037 N O O O O O O O N 12 13 N 14 N 15 N 16 N 17 N 18 N o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.319 ACRES f z PT #1043 PT #1042 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 92.5 V S89049'06"W 150.14' S89049'06"W 142.52' �- 35.00' N89°49'06"E 200.15' PT #1084 LIMITS OF PLAT S89"49'06" W 512.5 1' j C/L NW 12TH STREET 35.00' (70.00' R/W) N89°49'06"E 755.01' 35.00' PT #loss N89°49'06"E 35.00' PT #1054 x N89°49'06"E 150.16' N89°49'06"E 142.51' 62.50' LIMITS OF PLAT N89°49'o6"E 299.99' PT #1048 PT #1049 a o 0 a r l O r O ~ I 0.248 ACRES f a 15.00' U. & D.E. O S89°48'29"W 150.17' �I kI 0.196 ACRES f _ � I � r S89°48'29"W 150.18' o M 1 00 en w O `n 1 �n n O M M a M o 0 I 0.196 ACRES f 0 o Q F. o 0 O z z ¢z W ° H O o z S89°48'29"W 150.19' I F OW w cM rn a w n ® k G F° 3 l 0.196 ACRES f H 50.00' 50.00' S89°48'29"W 150.21' 15.00' U. & D.E. 0 1 OS o 0.248 ACRES f rq PT #1075 PT #1074 II PT #1051 PT #1050 o O 11EN 0.288 ACRES fALLEY & F.EASEO.R.B 614, P S89°48'29"W 142.51' � zn O � 0.227 ACRES f S89°48'29"W 142.51' O7 ° 0.227 ACRES f ° S89°48'29"W 142.50' 15.00' ALLEY & F.P.&L. EASEMENT O.R.B 614, PG. 242 � ® o CIO 06 0.288 ACRES + °O PT #1073 PT #1072 7 PT #1052 NOT A PART PT #1053 OF THIS PLAT -� v O �4 W) `� 4 n 'n n a a a M O rn M W kr GQ n W n W n N ,' E-" Q4 WOfl 00 (� t` � 0a �a o CDO ACRESf o ra Oa ra a a z r PT #1063 PT #1062 � I S89°49'20"W :l 62.49' M cn 0 0 PT #1055 N89°4 '06"E 150.00' 62.00' T 88.00' O 9z CA z035.00' 35.00'RNV LINE PT #1080 R/W LINE rPT8# O o o z a � U O V7 O w 3 0 0 0 0 O 0 0 O z S89050'04"W 670.10' W z a F, � � a 0. O N z0 0 O O Fn 00 �� ua - 83.05' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.05' 15.00' 15.00' ALLEY PT #1038 ALLEY PT #1039 O O O O O 11 N 12 N 13 N 14 N 15 N 16 N 17 N 18 N 19 N 20 0.286 ACRES f O 0.217 ACRES f O 0.217 ACRES f O 0.217 ACRES f b 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.286 ACRES f 0 0 0 0 0 0 0 0 0 PT #1040 PT #1041 83.043' 63.00'Am� 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.043, PT #1086 U w vi Gq n N ©N, rO 7 a1 3 O a O a ACRES f o 0.303 ACRES f o c M a c o O ° z M O PT # 1061 N9904912(V"F. 51 ? 46' PT #1060 z C 62.00' AL 87.99' o O 149.99' z 70.00' 70.00' 70.00, 70.00' 70.00' 70.00' 92.46' 15.00' 15.00' ALLEY PT #1064 ALLEY BLOCK H & F.P.&L. PT #1065 EASEMENT O.R.B 614, PG. 242 o`j o`j cl a a a O ® W N O9 W N 10 W N 11 W N 12 W N 13 W N 14 cMv 0 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.318 ACRES f z PT #1070 PT #1071 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 92.42' S89049'34"W 150.22' 1 1 S89049'34"W 142.50' PT #1090 35.00' N89°49'34"E 200.23' a NOT A PART OF THIS PLAT 35.00' 3 PT #1091 (A PORTION OF P.B. 5, PG. 5) �a R/W LINE PARCEL ID: 3-15-37-35-0010-00400-0070 O.R.B. 820, PG. 1466 - L1MPrS Or PLAT S89"49'34" W 512.42' C/L NW 11TH STREET (70.00' R/W) N89°49'34"E 754.92' PARCEL ID: 3-15-37-35-0010-00280-0010 NOT A PART OF THIS PLAT O.R.B. 820, PG. 1466 (A PORTION OF P.B. 5, PG. 5) 35.00' 35.00' R/W LINE 20.00' LIFT STATIO EASEMENT O.R.B. 551, PG. 740 O o N MO o jai p oz z _ v rn ,,, � a w �4 N 0 w zO O O 35.00' 35.00' R/W LINE LIMITS OF PLA S89049'06" 670.086' C/L NW 12TH STREET 35.00' (70.00' R/W) N89°49'06"E 740.08' PT #1087 35.00' LIMITS OF PL N89°49'0 "E 670.08' A k A k R/W LINE 83.04' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.04' PT #1056 PT #1057 10.00' LIFT STATION EASEMENT O.R.B. 551, PG. 740 rn rn rn rn rn rn rn rn rn I O M O M O M ® M O M © M O M ® M O M l O 1 0.286 ACRES f 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.286 ACRES f CD 1 I PT #1059 PT #1058 BLOCK I 83.036' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.036, vn `n 011 't � _w c� 0*� M M O O O O z 35.00' 35.00' D'r 441 nAg 1 N 759'49'2U" tS 6 /U.0 /2' O cn 3.036' I LIFT STATION TRACT 0.057 ACRES f o 63.00' L 15.00' ALLEY 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' L15.00' 63.00' ALLEY 83.036' PT #1067 S89°49'20"W 83.03' F- 11 N 12 N 13 N 14 N 15 N 16 N 17 pq N 18 N 19 N 20 0.229 ACRES f 0.217 ACRES f 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f 0.217 ACRES f 0.286 ACRES f o 0 M M M PT #1069 PT #1068 83.03' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' Al. 63.00' 83.03' PT #1089 R/W LINE NOT A PART OF THIS PLAT (A PORTION OF P.B. 5, PG. 5) LEVII In. ter FLAI S89" 49'34" W 6 /U.U6' C/L NW 11TH STREET (70.00' R/W) N89°49'34"E 740.06' NOT A PART OF THIS PLAT BLOCK 29 (A PORTION OF P.B. 5, PG. 5) P.B. 1, PG. 21 35.00' O a kn O -2, w �x N zw O o O 0 0 O k rn M � �4 a - N o z O O kn in o zo 0 O 35.00' 35.00' 35.00' PT #1088 R/W LINE NOT A PART OF THIS PLAT SHEET 2 OF 2 (A PORTION OF P.B. 5, PG. 5) R/W LINE R/W LINE PRM & PCP TABLE POINT ID NORTHING FASTING 1000 1062950.81 708970.28 1001 1062951.33 709120.28 1002 1062951.67 709220.28 1003 1062952.17 709362.82 1004 1062952.22 709377.82 1005 1062954.00 709890.48 1006 1062954.24 709960.48 1007 1062956.57 710630.61 1008 1062806.53 710631.06 1009 1062804.50 709960.94 1010 1062804.28 709890.94 1011 1062802.73 709378.32 1012 1062787.73 709378.37 1013 1062789.28 709890.99 1014 1062789.50 709960.99 1015 1062791.53 710631.11 1016 1062641.50 710631.56 1017 1062639.75 709961.45 1018 1062639.57 709891.45 1019 1062638.23 709378.86 1020 1062638.20 709363.86 1021 1062637.82 709221.33 1022 1062637.56 709121.33 1023 1062637.17 708971.27 1024 1062567.17 708971.49 1025 1062567.56 709121.57 1026 1062567.83 709221.57 1027 1062568.20 709364.10 1028 1062568.24 709379.10 1029 1062569.57 709891.67 1030 1062569.75 709961.67 1031 1062571.50 710631.77 1032 1062421.57 710632.23 1033 1062419.64 709962.13 1034 1062419.43 709892.13 1035 1062417.95 709379.59 1036 1062402.95 709379.64 1037 1062404.43 709892.18 1038 1062404.64 709962.18 1039 1062406.57 710632.27 1040 1 1062256.65 710632.73 1041 1062254.52 709962.65 1042 1062254.30 709892.65 1043 1062252.67 709380.14 1044 1062252.63 709365.14 1045 1062252.17 709222.63 1046 1 1062251.86 709122.63 1047 1062251.38 708972.49 1048 1062181.38 708972.71 1049 1062181.86 709122.86 1050 1062182.17 709222.86 1051 1062182.63 709365.37 1052 1062182.67 709380.37 1053 1062182.87 709442.87 1054 1062183.82 709742.86 1055 1062184.30 709892.86 1056 1062184.52 709962.86 1057 1062186.65 710632.94 1058 1062036.65 710633.40 1059 1062034.57 709963.33 1060 1062034.35 709893.33 1061 1062033.89 709743.34 1062 1062032.95 709443.36 1063 1062032.76 709380.87 1064 1062017.76 1 709380.92 1065 1062019.35 709893.37 1066 1062019.57 709963.37 1067 1062021.65 710633.44 1068 1061871.65 710633.89 1069 1061869.62 709963.84 1070 1061869.40 709893.84 1071 1061867.85 709381.42 1072 1061867.80 709366.42 1073 1061867.37 709223.94 1074 1061867.07 709123.92 1075 1061866.61 708973.70 1076 1062985.81 708970.17 1077 1062986.50 709170.16 1078 1062989.12 709925.37 1079 1062991.69 710665.50 1080 1062606.59 710666.67 1081 1062604.66 709926.56 1082 1062602.69 709171.45 1083 1062602.17 708971.38 1084 1062216.38 708972.60 1085 1062217.01 709172.74 1086 1062219.41 709927.75 1087 1062221.76 710667.83 1088 1061836.76 710669.00 1089 1061834.51 709928.95 1090 1061832.22 709174.03 1091 106,831.61 708973.81 `�,pF•O!(EFCyCITY OF OKEECHOBEE, FLORIDA ti t pm TECHNICAL REVIEW COMMITTEE MEETING AUGUST 17, 2023 • * 915 SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, August 17, 2023, at 10:01 A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida, followed by the Pledge of Allegiance. II. ATTENDANCE The following TRC Members were present: City Administrator Gary Ritter, Building Official Jeffery Newell, Okeechobee County Fire Rescue (OCFR) Bureau Chief Keith Bourgault (OCFR Deputy Fire Marshall Jessica Sasser was present in his place), Police Chief Donald Hagan, Public Works Director David Allen. City Planning Consultant Ben Smith, Committee Secretary Patty Burnette and General Services Secretary Keli Trimnal were also present. City Attorney Gloria Velazquez, Okeechobee County Environmental Health (OCEH) Director Dianna May, Okeechobee Utility Authority (OUA) Executive Director John Hayford, and Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Police Chief Hagan, to approve the agenda as presented. Motion Carried Unanimously. C. There were no comment cards submitted for public participation. M MINUTES A. Motion by Building Official Newell, seconded by Public Works Director Allen, tc dispense with the reading and approve the July 20, 2023, Regular Meeting minutes. Motion Carried Unanimously. NEW BUSINESS A. Mallard Landing Pre -Application Plat Review/Site Plan Application No. 23-010-TRC, for a replat of Blocks 4-6, 11-13, 20, and 22, Lots 1-3 and 10-26 of 21, OKEECHOBEE, Plat Book 5, Page 5, for a single-family residential subdivision, totaling 29.736± vacant acres located between Northwest (NW) 3rd and 7th Avenues and 11th to 14th Streets. 1. City Planning Consultant Mr. Ben Smith of Morris-Depew Associates, Inc. reviewed the Planning Staff Report in detail recommending all of the comments contained within that report, be addressed prior to final plat approval. 2. Building Official Newell inquired about a Homeowners Association (HOA) Community Center and was advised by Mr. Jeff Sumner, Engineering Consultant for the Applicant, Holiday Builders, that there would not be an HOA. A long discussion ensued regarding the alleyways being dedicated back to the City. Public Works Director Allen expressed concern with having the responsibility for the maintenance. 3. Mr. Sumner, and Mr. James Hill, with Holiday Builders were present via Zoom and Mr. Zach Hill-Thiry also with Holiday Builders, was in attendance and available to answer questions from the Committee Members. 4. No public comments were offered. 5. Administrator Ritter disclosed he had spoken with both Mr. Sumner and Mr. Hill-Thiry. TRC MINUTES, August 17, 2023, PAGE 1 of 3 6. Motion by Building Official Newell, seconded by OCFR Deputy Fire Marshall Sasser to approve the Mallard Landing Pre -Application Plat Review/Site Plan Application No. 23-010-TRC, as presented in [Exhibit 1, which includes the Planning Consultant's analysis of findings] with the following conditions: 1. Provide detectable warning strips for proposed sidewalks; 2. Sidewalk locations should be based on City of Okeechobee Typical Rural (Non - Guttered) Section adjacent to right-of-way, (Appendix E Chapter 11 — Construction Standards and Details); 3. Common detention areas for subdivision should be depicted as "general purpose areas" outside of the proposed lots on the plat; 4. Label lots and tracts on Lot Geometry plan as depicted on the proposed plat as they do not match; 5. Provide horizontal dimensions between proposed water and sewer mains from existing and proposed; 6. Provide for fire hydrant locations; 7. Provide plan and profile plans for proposed water and sewer main; 8. Provide locations of proposed water and sewer service laterals to the right-of-way limits; 9. Provide proposed lot numbers on utility plans matching the proposed plat numbers to allow for better reference of water and sewer service locations; 10. Prior to construction commencement, provide a sewage collection/transmission system construction permit from Florida Department of Environmental Protection (FDEP) and approval from local sewer authority; 11. Prior to construction commencement, provide a water main extension construction permit from FDEP and approval from local water authority; 12. Provide for typical driveway design with culverts for future driveways , (Chapter 46 Article 2), include calculations for typical driveway culvert size; 13. Provide fire hydrant locations not more than 500 feet as the fire hose lays; 14. Provide correspondence from Fire Marshall that the location and number of fire hydrants as proposed are sufficient for the development; 15. Provide additional spot elevations of proposed roadside ditches and intersection edge of pavements; 16. Provide additional information for the discharge and flow direction of runoff that shows flows East of the centerline of NW 3rd Avenue and South of the centerline of NW 11t" Street; 17. Provide additional signage and striping design to Public Works Department for approval prior to construction, remove note 2 from sheet D.1.1 requiring the contractor to provide, the Engineer of Record is to provide signage and striping details, also include speed limit and directional street name signs; 18. Provide radius of proposed cul-de-sac; 19. Certification of Ownership & Dedication; title commitments name different fee simple owners; 20. Certificate of Title; title commitments name different fee simple owners; 21. Legal Description; plat description and survey description don't match title commitments, and commitments are greater than 90 days old; 22. Typo; Dedication Acknowledgement spelling error, Legal Description: Lots 1 through 26, remove period and add comma; 23. Block 2, Stormwater Tract "213" missing bearings and distance calculation error between PT #1004 and PT # 1011; 24. Block 2, Lot 3, missing bearings. distance calculation error between PT #1012 and PT # 1019; 25. Block 5, Lot 5, missing bearings. distance calculation error between PT #1028 and PT # 1035; 26. Block 5, Lot 12, missing bearings. distance calculation error between PT #1036 and PT # 1043; 27. Block 8, Lot 12 missing distance following bearing N 89'49'20" E; 28. Block 8, Lot 6 missing bearing preceding distance 149.99'; 29. Block 9, Lot 11, missing distances. Motion Carried Four to One with Allen voting No. VI. CITY ADMINISTRATOR UPDATE No updates provided at this time. VII. ADJOURNMENT Chairperson Ritter adjourned the meeting at 10:34 A.M. Submitted by: Patty M. Burnette, Secretary TRC MINUTES, August 17, 2023, PAGE 2 of 3 Project Name: Mallard Landing CITY OF OKEECHOBEE S P .13 M*131 CHECKLIST FOR PRELIMINARY PLATTING/SUBDIVIDING PROPERTY Description Date Submitted Ck'd 1 Completed and signed application 9/13/23 2 Notarized Original Letter of Consent from property if different from applicant 9/13/23 3 1=1'Copies of Preliminary Plat see Sec. 86-71 and 86-72 as to specific requirements 9/13/23 4 1 ! Copies of Improvements and Construction Plans see Sec. 86-72 as to specific requirements Forthcoming / underway uny 5 Title and Certifications see Sec. 86-72 (18) 9/13/23 6 Draft of Protective Covenants see Sec. 86-72 (19) 9/13/23 7 Statements in accord with Section 86-71 (1) 9/13/23 (see letter) 8 Draft of Proposed Developers Agreement N/Ak1! �ll� 9 Technical Review Committee Minutes/Comments 9/13/23 (see letter) 10 Supplementary Material 11 Application Fee $500.00 plus $30.00 per acre 9/13/23 x,�To. f 9� vo i M, 5Lo34 L REV. 11/08 City of Okeechobee 55 Southeast 3' Avenue Okeechobee, Florida 34974 Phone: (863) 763-3372 ext. 218 Fax: (863) 763-1686 Date Received: 3 - a 3 Fee Paid: D� Date Distributed to City Staff and TRC: Property Taxes Paid Verification: Date of City Council Review: Council Action: APPLICATION FOR PRELIMINARY PLATTING OR SUBDIVIDING PROPERTY NAME OF PROJECT: Mallard Landing NAME OF PROPERTY OWNER(S): Multiple Owners, see next sheet OWNER(S) MAILING ADDRESS: A OWNERS PHONE: FAX: P NAME OF APPLICANT: Holiday Builders, Inc. P L APPLICANT MAILING ADDRESS: 2293 W Eau Gallie Blvd, Melbourne, FL 32935 APPLICANTS PHONE: 689-808-0202 FAX: C A CONTACT PERSON: Zach Hill-Thiry N CONTACT PERSONS PHONE: 689-808-0202 FAX: T ENGINEER: Jeffrey M. Sumner, PE PHONE: 863-763-9474 ADDRESS: 410 NW 2nd Street, Okeechobee, FL 34972 FAX: SURVEYOR: BSM & Associates, Inc. PHONE: 863-484-8324 ADDRESS: 80 SE 31 st Lane, Okeechobee, FL 34974 FAX: DESCRIPTION OF PROJECT INCLUDING ALL PROPOSED USES: Residential Single Family Homes NUMBER/DESCRIPTION OF PHASES: Single Phase P LOCATION OF/DIRECTIONS TO THE PROJECT: NW 3rd Avenue to NW 7th Avenue, and NW 1 l th Street to City Limit Ditch R EXISTING IMPROVEMENTS ON PROPERTY: Four existing homes, some grading of road beds, swales and lots O P IS PROPOSED USE DIFFERENT FROM EXISTING OR PRIOR USE? YES NO N/A E TOTAL LAND AREA IN SQUARE FEET: OR ACRES: 44.93 R T EXISTING IMPERVIOUS SURFACE: SQUARE FEET 0.84 ACRES 2 % OF SITE Y ADDITIONAL IMPERVIOUS SURFACE: SQUARE FEET 11.46 ACRES 25 % OF SITE PROPOSED TOTAL IMPERVIOUS SURFACE: 12.30 CURRENTZONING: RSF-1 and RMF CURRENT FUTURE LAND USE: SFR / MFR CONFIRMATION OF INFORMATION ACCURACY I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information maybe punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial of this application. Signature of Applicant Richard Fadil for Holiday Builders Inc Printed Name 9/5/2023 Date 8/9/23, 1:38 PM Detail by Entity Name DIVISION OF CORPORATIONS //.i:/JP%i�org r DDqDartment of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Profit Corporation HOLIDAY BUILDERS, INC. Filing Information Document Number G35597 FEI/EIN Number 59-2326805 Date Filed 04/25/1983 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 08/10/2005 Event Effective Date NONE Principal Address 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Changed: 01 /27/2010 Mailing Address 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Changed: 01 /27/2010 Registered Agent Name & Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Name Changed: 11/20/2019 Address Changed: 11/20/2019 Officer/Director Detail Name & Address Title EVPD https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=HOLI DAY... 1 /4 8/9/23, 1:38 PM Detail by Entity Name FADIL, RICHARD 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Title PD ASSAM,BRUCE 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Title Secretary, Treasurer JENKINS, RENEE 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Title Director Friedman, Steven 2293 W Eau Gallie Blvd Melbourne, FL 32935 Title Director Fadil, Elizabeth 2293 W Eau Gallie Blvd Melbourne, FL 32935 Title Director, VP Brown, Richard 2293 W Eau Gallie Blvd Melbourne, FL 32935 Title Assistant Vice President Sarju, Indira 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Title Assistant Vice President CRUMPLER, MARGARET 2293 W EAU GALLIE BLVD MELBOURNE, FL 32935 Annual Reports Report Year Filed Date 2021 03/17/2021 2022 03/21 /2022 2023 03/24/2023 https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResu[tDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=HOLIDAY... 2/4 8/9/23. 1:38 PM Detail by Entity Name Document Images 03/24/2023 —ANNUAL REPORT 03/21/2022 —ANNUAL REPORT View image in PDF format View image in PDF format 03/17/2021 —ANNUAL REPORT View image in PDF format 04/15/2020 —ANNUAL REPORT View image in PDF format 11/20/2019 -- Reg. Agent Changg View image in PDF format 04/29/2019 --ANNUAL REPORT View image in PDF format 04/22/2018 --ANNUAL REPORT View image in PDF format 04/21/2017 —ANNUAL REPORT View image in PDF format 04/21/2016 --ANNUAL REPORT View image in PDF format 04/23/2015 — ANNUAL REPORT View image in PDF format 04/23/2014 --ANNUAL REPORT View image in PDF format i 04/11/2013 --ANNUAL REPORT View image in PDF format 04/13/2012 --ANNUAL REPORT View image in PDF format 04/19/2011 --ANNUAL REPORT View image in PDF format 10/05/2010 —ANNUAL REPORT View image in PDF format 01/27/2010 — ANNUAL REPORT View image in PDF format 06/23/2009 — ANNUAL REPORT View image in PDF format 04/23/2009 —ANNUAL REPORT View image in PDF format 03/03/2009 —ANNUAL REPORT View image in PDF format 08/29/2008 —ANNUAL REPORT View image in PDF format 04/14/2008 —ANNUAL REPORT View image in PDF format 07/27/2007 —ANNUAL REPORT View image in PDF format 02/26/2007 —ANNUAL REPORT View image in PDF format 08/21/2006 — ANNUAL REPORT View image in PDF format 03/09/2006 --ANNUAL REPORT View image in PDF format 01/19/2006 --ANNUAL REPORT View image in PDF format 08/10/2005 — Amendment View image in PDF format 07/15/2005 — Reg. Agent Change View image in PDF format 04/07/2005 --ANNUAL REPORT View image in PDF format 02/11/2004 --ANNUAL REPORT View image in PDF format 03/04/2003 —ANNUAL REPORT View image in PDF format 01/02/2003 —ANNUAL REPORT View image in PDF format 03/15/2002 — ANNUAL REPORT View image In PDF format 04/23/2001 —ANNUAL REPORT View image in PDF format 05/12/2000 --ANNUAL REPORT View image in PDF format 06/04/1999 --ANNUAL REPORT View image in PDF format 03/22/1999 -- ANNUAL REPORT View image in PDF format 01/29/1998 —ANNUAL REPORT View image in PDF format 01 /16/1998 — Amendment View image in PDF format 05/19/1997 — ANNUAL REPORT View Image in PDF format 02/09/1996 —ANNUAL REPORT View image in PDF format 02/21/1995 — ANNUAL REPORT View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=HOLIDAY... 3/4 Current Owners• John B Lashley 1901 SW 6th Avenue Okeechobee, FL 34974 Okeechobee Lots LLC Attn: David Rubin 1150 Glen Eagle Drive Greensboro, GA 30642 CITY OF OKEECHOBEE 55 SE 3RD AvENuE OKEECHOBEE, FL 34974 TELE: 863-763-3372 FAX: 863-76- J86 LAND USE POWER OF ATTOR.,ZEY Name of Property Owners: Okeechobee Lots, LLC Mailing Address: t Home Telephone: Telephone: Work: Cell: Property Address: See attached Exhibit A Parcel ID Number: See attached Exhibit A Name of Applicant: Holiday Builders, Inc Home Telephone: Work: Cell: E89-808-0202 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS DA OF u---, 20. R WTINESS OWNER WITNESS STATE OF G--CO 2 G(Pt COUNTY OF prat - The foregoing instrument was acrnowledged before me by means of 0'ph sical presence or ❑ online notarization, this y of tr�5-4 , 20 2 , by I Li LAD,(-] , (Name of Person) who is personally known to me or produced iJa rrs t C- • , as identification. LA NOTARYP IC SIGNATURE 10I , (Rev 4/2020) 3-15-37-35-0010-00060-0010 3-15-37-35-0010-00060-0040 3-15-37-35-0010-00050-0110 3-15-37-35-0010-00050-0060 3-15-37-35-0010-00050-0010 3-15-37-35-0010-00050-0140 3-15-37-35-0010-00050-0170 3-15-37-35-0010-00050-0220 3-15-37-35-0010-00040-0010 3-15-37-35-0010-00040-OOAO 3-15-37-35-0010-00040-0140 3-15-37-35-0010-00110-0010 3-15-37-35-0010-00120-0110 3-15-37-3 5-0010-00120-0010 3-15-37-35-0010-00120-OOAO 3-15-37-35-0010-00120-0170 3-15-37-35-0010-00130-0010 3-15-37-35-0010-00130-OOAO t 3-15-37-35-0010-00130-0140 �. 3-15-37-35-0010-00220-0010 3-15-37-35-0010-00210-0110 3-15-37-35-0010-00210-0100 3-15-37-35-0010-00210-0010 3-15-37-35-0010-00210-OOAO 3-15-37-35-0010-00210-0170 3-15-37-35-0010-00200-0010 3-15-37-35-0010-00200-OOAO 3-15-37-35-0010-00200-0140 Mallard Landing — Parcel IN 9/6123, 3:52 PM Detail by Entity Name DIVISION OF CORPORATIONS y' ,.org Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Limited Liability Company OKEECHOBEE LOTS LLC Filing Information Document Number L18000224932 FEI/EIN Number N/A Date Filed 09/21/2018 State FL Status ACTIVE Principal Address 1150 GLEN EAGLE DRIVE GREENSBORO, GA 30642 Changed: 01 /30/2022 Mailing Address 1150 GLEN EAGLE DRIVE GREENSBORO, GA 30642 Changed: 01 /30/2022 Registered Agent Name & Address Rubin, David M 1150 GLEN EAGLE DRIVE GREENSBORO, FL 30642 Name Changed: 01/16/2020 Address Changed: 01/30/2022 Authorized Persons) Detail Name & Address Title MGR RUBIN, DAVID M 1150 GLEN EAGLE DRIVE GREENSBORO, GA 30642 Annual Reports https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=OKEECH... 112 9/6/23, 3:52 PM Detail by Entity Name Report Year Filed Date 2021 02/01 /2021 2022 01 /30/2022 2023 01 /23/2023 Document Images 01/23/2023 —ANNUAL REPORT 01/30/2022 —ANNUAL REPORT 02/01/2021 —ANNUAL REPORT 01/16/2020 --ANNUAL REPORT 01/28/2019 --ANNUAL REPORT 09/21/2018 — Florida Limited Liability, View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=OKEECH... 2/2 CITY OF OKEECHOBEE 55 SE 3" AvENUE OKEECHOBEE, FL 34974 TELE:863-763-3372 FAX:863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owners: John Lashley - Mailing Home Telephone: Work:53_��3 Property Address: See attached Exhibit A Parcel ID Number: See attached Exhibit A Name of Applicant: Holiday Builders, Inc Home Telephone: Work: Cell: 689-808-0202 The undersigned, being the record title owner(s) of the real property described above, do hereby giant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE VNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS 4- DAY OF fQRQ6* 2013 OWNER *WITNESS L✓t t_ OWNER STATE OF FLORIDA r COUNTY OF F i 1 qyt Ad The foregoing instrument was acknowledged be�ore- me y means of F 0hysical presence or U online notarization, this � day of r�U�, 20 �, by j..G7 In � t C, S k : e� (Name of Person) who is personally known to me or produced rL DL_ as identification. , JAMES MORALES Notary Public � i State of Florida AkY PUBLIC SIGNA7 tE a Comm# HH234269 E)Ores 2/28/2026 (Rev 4/2020) Exhibit A Owner of Record: John B Lashley Parcel 1). Site Address: NW 7TH AVE OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 1 2 3 BLOCK 6 Parcel ID: 3-15-37-35-0010-00060-0010 Parcel 2). Site Address: NW 8TH AVE OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 4 5 6 BLOCK 6 Parcel ID: 3-15-37-35-0010-00060-0040 Parcel 3). Site Address: NW 7TH AVE OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 1 I TO 13 BLOCK 5 Parcel ID: 3-15-37-35-0010-00050-0110 Parcel 4). Site Address: NW 7TH AVE OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 14 - 16 BLOCK 5 Parcel ID: 3-15-37-35-0010-00050-0140 Parcel 5). Site Address: NW 7TH AVE OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 6 TO 10 BLOCK 5 Parcel ID! 3-15-37-35-0010-00050-0060 Parcel 6). Site Address: NW 7TH AVE OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 17 - 21 BLOCK 5 Parcel lD:3-15-37-35-0010-00050-0170 Parcel 7). Site Address: NW 15TH ST OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 1 TO 5 BLOCK 5 Parcel ID: 3-15-37-35-0010-00050-0010 Parcel 8). Site Address: NW 12TH ST OKEECHOBEE Legal Description: CITY OF OKEECHOBEE LOTS 22 - 26 BLOCK 5 Parcel ID: 3-15-37-35-0010-00050-0220 Prepared by and return to: PAUL J. LANE, Esq. 7880 N. University Dr. Suite 200 Coral Springs, Fl. 33065 I Iillll [il[I lllli Illll iilll iilll illl Illl FILE NUM 2018013005 OR BK 815 PG 663 SHARON ROBERTSON, CLERK 6 COMF'TROLLER OKEECHOBEE COUNTY: FLORIDA RECORDED 10/24/2018 11:51:09 AM AMT $10.00 RECORDING FEEL: $18.50 DEED DOC: $0.71-1 RECORDED BY M Finon Pss 663 - 664; (2 mss) Note to recorder: The property herein is being transferred for no consideration and there are no existing mortgages, so that there are only minimum documentary stamps due. QUIT CLAIM DEED This Quit Claim Deed, made this day of 0 G-<, 2018, between DAVID MICHAEL RUBIN, whose post office address is 560 Clipper Court, New Port Richie, FL 34652, grantors, and OKEECHOBEE LOTS LLC, a Florida limited liability company, whose post office address is 5560 Clipper Court, New Port Richie, FL 34652, 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, trusts and trustees.) Witnesseth, that said grantor, for $1.00 and other valuable consideration, does hereby remise, release, and quitclaim to the said grantee, and grantee's heirs and assigns forever, all of the right title, interest, claim and demand which grantor has in and to the following described land, situate, lying and being in Okeechobee County, Florida, to wit: Pare -el I : Lots I through 26, inclusive, Block 20 of OKEECHOBEE, according to the Plat thereof, as recorded in Plat .book 1, page 10 and in Plat Book 5, page 5 of the Public Records of Okeechobee County, Florida; and lots 7 through 10, inclusive, and lot 11, lmi the west 28 feet thereof, together with the North 7.5 feet of the vacated alley (IS feet wide) adjacent to said lots, in Block 29, of OKEECHOBEE, according to the Plat thereof as recorded in Plat Book 1 page 10 and Plat Book 5, Pagc 5 of Public Records of Okeechobee County, Florida. Parcel 2: Lots I through 26, inclusive, Block 4, Lots 1 through 6, inclusive, Block 11; 1 through 26, inclusive, Block 12, lots l throught 26, inclusive, Block 13, lots 1, 2, 3 and 9, in Block 21, less the East 32.5 feet of said lot 9, lots 10 through 26, inclusive, Block 21; and lots 1 through 6, inclusive, block 22, of OKEECHOBEE according to the Plat thereof, as recorded in Plat Book 1, pre 10 and Plat Book 5, Page 5, of Public Records of Okmhobee County, Florida. Approximately 26 acres and adjoining roadways Page 1 of 2 Book815/Page663 CFN#2018013005 Page 1 of 2 To have and to Hold, the same together with all and singular the appurtenances thereto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the grantors, either in law or equity, for the use, benefit and profit of the said grantee forever. In Witness Whereof, grantors have hereunto set their hands and seals the day and year first above written. Signed, sealed and delivered in presence of: M' �L 1 ik JI _-. /li•, _ LPINI I i print—rj�7e) •MI 9L STATE OF •' COUNTY• '• • • ' 1• LLC B I HEREBY CERTIFY that on thisoday of 4 , 2018, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared DAVID M. RUBIN as Manager of OKEECHOBEE LOTS LLC [ ] personally to me known to be the person described in and who executed the foregoing instrument or [ ] who provided proof of identification in the form of and he acknowledged before me that he executed the same. My Commission Expires: N T Y LIC HMI FRMY MY COMMISS01 i FF 919476 EXPIRES: Jxv=Y 17. 2= B=W Tft Nfty mete UMWNNN Page 2 of 2 Book815/Page664 CFN#2018013005 Page 2 of 2 QUIT CLAIM DEED Return to: (enc love self-.ddre,aed .t.mped envelope) Add C> %II e e-I�,l� �e�, 3 �in -7 This Instrument Prepared by: Name: Address: Property Appranfi..r. Pareel leeeeaioa I Folio Number(,): or.....(.) S.S. a (.) Ur--J W c-+ ra a i�=_ 9'4_ LIJ w r cc, —LLJ W Ct Q i.— fi•o- 0 r. •:.� — cm �y o:r W GJ W t:C J = LL A U RAMCO FORM 8 SPACE ABOVE THIS LINE FOR PROCESSING DATA (fXitiM PEPa, Executed the - 0.v\n -e- Mt_ 1 -)P t C-, Ir : S 3— Is- —3? --35- 1L)--ovc->sc_-:, -c,o)v 3-/s'-37-3-f—o2/0 —ovoSv—,�Po&o (90l /J 3-7 v —CS:) v — of 7c3 3 /S - 37 —3� — vol © r o L' u'S_ — 6) a 3 -/5 3 -2 - .35- —ovl D--oc�"l9cD-- volt' 3 /S-3%-35'-pv10 —"c 6,4D 00Vo yST SPACE ABOVE_T4HS4,INE FOR RECORDING DATA day of -2 SOS^ by first parry, to L 1 e � a /e - whose post office address is 6 second party. (Wherever used herein the terms -first party and -second party' include all the parties to this instrument and the heife. legal representatives. and assigns o/ indivttl uals, and the successors and assigns of corporations. wherever the context so admits or requires.) itY eZset4, That the first party, for and in consideration of the sum of $ O C, in hand paid by the said second party,the receipt whereof is hereby acknowledged, does hereby remise, release, and quit claim unto the second parry forever. all the right, title, interest, claim and demand which the said first party hay in and to the� following described lot, piece or parcel bland, situate, lying and being in the County of ,State of f" L- ,to -wit: L- c> s f -f-n s l3 ! o c_k S L o 4 S L s(0 o t� L c, C-K s" L o 73coc=(c 5' Lo s c4616 L_ �+S 1 Y V o I l� iv CAC TV Aat£1B ztnb ttt A01b The same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, -right, title, interest, lien, equity and claim whatsoever of the said first party, either in law or equity to the only proper use, benefit and behoof of the said second party forever. �ttitxsEssllPrenf, the said first parry has signed and sealed these presents the day, and year first above written. �- Signed, sled and delivered in the presence of: Witness S urs (as to first Grantor) V -) -f AX j?_- L _ Printed N f - Wit.. to (a. to o-Grsotoq if any) Print st 01e Wimes. SLigusalte(as to Co•Gt t Printed Name STATE OF L0,v- )'b COUNTY OF —0 IIEG d5 sisn.turc Printed Name / Post Office Address t iS �Signature. (i( any) � Post Office Address Y I hereby Certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared known to me to be the person 1=7 described in and who exec u�teddtthyforegoing instrument, who acknowledged before me that l executed the same, and an oath was not taken. (Check one:) L; id person(s) ar ersonally known to me. ❑ Said person(s) provi ed the following type of identification: NOTARY RUBBER STAMP SEAL e• 11, titt, Notary Public State of Ro(ids Clif Betts Jr Witness my hand and official seal in the County and State last aforesai this da f 1� �DO� Date Notary Signet Printed Name f'^` TITLE INFORMATION: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B - SECTION 2 COMMITMENT NUMBER 2022-15892 , EFFECTIVE DATE: JULY 28, 2023 @ 10:00 P.M. I. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 2. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. THE TERM "ENCROACHMENT" INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ON THE LAND OF EXISTING IMPROVEMENTS LOCATED ON ADJOINING LAND. (AS DEPICTED) 3. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. (NOT A SURVEY MATTER) 4. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 5. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS. (NONE FOUND) 6. GENERAL OR SPECIAL TAXES FOR THE YEAR 2023 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 7. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 8. FACTS WHICH WOULD BE DISCLOSED BY AN ACCURATE AND COMPREHENSIVE SURVEY OF THE PREMISES HEREIN DESCRIBED.(AS DEPICTED) 9. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. (NOT A SURVEY MATTER) 10. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 11. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS. (NONE FOUND) 12. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2022 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 13. DEDICATIONS AND OTHER MATTERS CONTAINED ON THE PLAT OF TOWN OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS DEPICTED HEREON) 14. UTILITY EASEMENT AND RESOLUTION RECORDED IN O.R. BOOK 229, PAGE 524, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 6 AND 12) (AS DEPICTED HEREON) 15. ASSIGNMENT OF CERTAIN RIGHTS RECORDED IN O.R. BOOK 302, PAGE 638, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE- AFFECTING BLOCKS 4, 11, 12, 13, 20, 21, & 22) 16. ASSIGNMENT OF DEVELOPMENT RIGHTS RECORDED IN O.R. BOOK 519, PAGE 117, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (NOT PLOTTABLE- NO EXHIBIT "A" RECORDED) 17. GRANT OF EASEMENT RECORDED IN O.R. BOOK 551, PAGE 740, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 14 AND 15) (AS SHOWN HEREON) 18. LIFT PUMP STATION CONTAINED IN CORPORATE WARRANTY DEED RECORDED IN O.R. BOOK 551, PAGE 737, AS AFFECTED BY CORRECTIVE CORPORATE WARRANTY DEED RECORDED IN O.R. BOOK 601, PAGE 1773, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 14 AND 15) (BLANKET IN NATURE - AFFECTING BLOCKS 4, 11,12,13, 20, 21, & 22) 19. EASEMENT RECORDED IN O.R. BOOK 614, PAGE 242, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS TO PARCELS 10, 11, 12 AND 13) (AS SHOWN HEREON) 20. COVENANTS, CONDITIONS, RIGHT OF REVERSION AND OTHER MATTERS CONTAINED IN ORDINANCE NO. 971 RECORDED IN O.R. BOOK 624, PAGE 871, ORDINANCE NO. 1106 RECORDED IN O.R. BOOK 739, PAGE 1895 AND ORDINANCE NO. 1106 RECORDED IN O.R. BOOK 739, PAGE 1728, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE- ALLEYWAYS ADJOINING SUBJECT PARCELS) 21. NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMIT RECORDED IN O.R. BOOK 656, PAGE 957, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE - AFFECTING BLOCKS 4, 11,12,13, 20, 21, & 22) 22. ASSIGNMENT OF RIGHTS AND AGREEMENTS AFFECTING REAL ESTATE RECORDED IN O.R. BOOK 726, PAGE 1970, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (BLANKET IN NATURE- AFFECTING BLOCKS 4,11,12, 13, 20, 21, & 22) 23. ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CH. 159, F.S., IN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY, FOR UNPAID SERVICE CHARGES FOR SERVICES BY ANY WATER SYSTEMS, SEWER SYSTEMS OR GAS SYSTEMS SERVING THE LAND DESCRIBED HEREIN; AND ANY LIEN FOR WASTE FEES IN FAVOR OF ANY COUNTY OR MUNICIPALITY. (NOT A SURVEY MATTER) TITLE INFORMATION: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B - SECTION 2 COMMITMENT NUMBER 2022-15893 , EFFECTIVE DATE: JULY 28, 2023 @ 5:00 A.M. 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 2. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. THE TERM "ENCROACHMENT" INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ON THE LAND OF EXISTING IMPROVEMENTS LOCATED ON ADJOINING LAND. (AS DEPICTED) 3. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. 4. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 5. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS. (NONE FOUND) 6. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2022 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 7. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. (NOT A SURVEY MATTER) 8. FACTS WHICH WOULD BE DISCLOSED BY AN ACCURATE AND COMPREHENSIVE SURVEY OF THE PREMISES HEREIN DESCRIBED. (SHOWN HEREON) 9. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION. (NOT A SURVEY MATTER) 10. CONSTRUCTION, MECHANIC'S, CONTRACTORS' OR MATERIALMEN'S LIEN CLAIMS, IF ANY, WHERE NO NOTICE THEREOF APPEARS OF RECORD. (NOT A SURVEY MATTER) 11. EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY THE PUBLIC RECORDS.(NONE FOUND) 12. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2022 AND SUBSEQUENT YEARS. (NOT A SURVEY MATTER) 13. DEDICATIONS AND OTHER MATTERS CONTAINED ON THE PLAT OF TOWN OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (AS DEPICTED HEREON) 14. ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CH. 159, F.S., IN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY, FOR UNPAID SERVICE CHARGES FOR SERVICES BY ANY WATER SYSTEMS, SEWER SYSTEMS OR GAS SYSTEMS SERVING THE LAND DESCRIBED HEREIN; AND ANY LIEN FOR WASTE FEES IN FAVOR OF ANY COUNTY OR MUNICIPALITY. (NOT A SURVEY MATTER) BLOCK 77 P.B. 1, PG. 21 BLOCK 6 P.B. 1, PG. 10 BLOCK 11 P.B. 1, PG. 10 C30O LOCATED IN SECTION 16 TOWNSHIP 37 SOUTH RANGE 35 EAST BLOCK 76 P.B. 1, PG. 21 LL BLOCK 5 17 P.B. 1, PG. 10 - I I 1 BLOCK 12 F T�f P.B. 1, PG. 10 LOCK 75 P.B. 1, PG. 2 NW 14TH AVENUE (F) TWENTIETH STREET (P) BLOCK 4 P.B. 1, PG. 10 NW 13TH STREET (F) NINETEENTH AVENUE (P) BLOCK 13 P.B. 1, PG. 10 i NW 12TH STREET (F) a EIGHTEENTH STREET P v t � Z BLOCK 22 z 57,- z P.B 1, w BLOCK 21 w BLOCK 20 PG.� 10 w IF7P.B. 1, PG. 10 7 " P.B. 1, PG. 10 -7 H HD - zW zy A z G NW 11TH STREET (F) SEVENTEENTH AVENUE (P) BLOCK 27 P.B. 1, PG. 10 BLOCK 40 P. B. 1, PG. 10 LEGAL DESCRIPTION: (LEGAL PER COMMITMENT NUMBER 2022-15892) BLOCK 28 P.B. 1, PG. 10 BLOCK 39 P.B. 1, PG. 10 PARCEL 1: LOTS 1 THROUGH 13, BLOCK 4, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 14 THROUGH 26, BLOCK 4, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 1 THROUGH 13, BLOCK 13, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 4: LOTS 14, THROUGH 26, BLOCK 13, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 5: LOTS 1 THROUGH 10, BLOCK 12, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 6: LOTS 11 THROUGH 16, BLOCK 12, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 7: LOTS 17 THROUGH 26, BLOCK 12, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 8: LOTS 1 THROUGH 6. BLOCK 11, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 9: LOTS 1 THROUGH 6, BLOCK 22, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 10: LOTS 1, 2 AND 3, BLOCK 21, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 11: LOTS 9 AND 10 BLOCK 21 LESS THE EAST 32.50 FEET OF SAID LOT 9 TOWN OF OKEECHOBEE ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 12: LOTS 11 THROUGH 16, BLOCK 21, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 13: LOTS 17 THROUGH 26, BLOCK 21, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 14: LOTS 1 THROUGH 13, BLOCK 20, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 15: LOTS 14 THROUGH 26, BLOCK 20, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. LOCATION MAP: BLOCK 29 P.B. 1, PG. 10 NW LOTH STREET (F) SIXTEENTH AVENUE (P) BLOCK 38 P.B. 1, PG. 10 (NOT TO SCALE) LEGAL DESCRIPTION (CONTINUED BLOCK 74 P.B. 1, PG. 21 BLOCK 3 P.B. 1, PG. 10 BLOCK 14 P.B. 1, PG. 10 BLOCK 19 P.B. 1, PG. 10 BLOCK 30 P.B. 1, PG. 10 BLOCK 37 P.B. 1, PG. 10 TOGETHER WITH: (LEGAL PER COMMITMENT NUMBER 2022-15893) PARCEL 1: LOTS 1, 2, 3, 4 AND 5, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 2: LOTS 6, 7, 8, 9 AND 10, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3: LOTS 11, 12, AND 13, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 4: LOTS 14,15 AND 16, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 5: LOTS 17, 18, 19, 20 AND 21, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 6: LOTS 22, 23, 24, 25 AND 26, BLOCK 5, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 7: LOTS 1, 2 AND 3, BLOCK 6, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 8:LOTS 4, 5, 6, BLOCK 6, TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AND RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. ALL OF THE ABOVE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (LEGAL TO BE USED FOR PLATTING) LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 4; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 5; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 6; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 11; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 12; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 13; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 20; LOTS 1, 2, 3, 9, AND LOTS 10 THROUGH 26, IN BLOCK 21; LESS THE EAST 32.5 FEET OF SAID LOT 9; LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 22; ALL THE ABOVE BEING PART OF THE TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 AT PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH: ALL THE ALLEYWAYS IN BLOCK 4, BLOCK 5, BLOCK 12, BLOCK 13, BLOCK 20, BLOCK 21, ALL IN TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. CONTROL POINT TABLE POINT ID DESCRIPTION PROPERTY CORNER VARIANCE 30052 FOUND 5/8" IRON ROD NO IDENTIFICATION 2.09' SOUTH, 2.92' WEST OF PROPERTY CORNER 30068 FOUND 5/8" IRON ROD NO IDENTIFICATION 30053 FOUND 5/8" IRON ROD NO IDENTIFICATION 30069 FOUND 5/8" IRON ROD NO IDENTIFICATION 30050 FOUND 5/8" IRON ROD NO IDENTIFICATION 30051 FOUND 5/8" IRON ROD NO IDENTIFICATION 30054 FOUND 5/8" IRON ROD & CAP STAMPED LBFH INC LB 959 30055 FOUND 5/8" IRON ROD NO IDENTIFICATION 30056 FOUND 5/8" IRON ROD NO IDENTIFICATION 30057 FOUND 5/8" IRON ROD NO IDENTIFICATION 30058 FOUND 5/8" IRON ROD NO IDENTIFICATION 30059 FOUND 5/8" IRON ROD NO IDENTIFICATION 30060 FOUND 5/8" IRON ROD STAMPING ILLEGIBLE 1.01' SOUTH, 0.23' WEST OF PROPERTY CORNER 30061 FOUND 5/8" IRON ROD NO IDENTIFICATION 30062 FOUND 5/8" IRON ROD & CAP STAMPED LBFH LB 959 30063 FOUND 5/8" IRON ROD & CAP STAMPED LBFH LB 959 30064 FOUND 5/8" IRON ROD NO IDENTIFICATION 0.93' NORTH, 1.25' EAST OF PROPERTY CORNER 30065 FOUND 6X6 CMON W/ 3/4" IRON ROD NO IDENTIFICATION 30066 FOUND 5/8" IRON ROD NO IDENTIFICATION 30067 FOUND 5/8" IRON ROD NO IDENTIFICATION 40015 FOUND 5/8" IRON ROD NO IDENTIFICATION 40116 FOUND 1/2" IRON ROD & CAP STAMPED "BSM LB 8155" 40018 FOUND 5/8" IRON ROD NO IDENTIFICATION PARCEL ID TABLE: 3-15-37-35-0010-00040-0010 3-15-37-35-0010-00040-0140 3-15-37-35-0010-00110-0010 3-15-37-35-0010-00120-0110 3-15-37-35-0010-00120-0010 3-15-37-35-0010-00120-0170 3-15-37-35-0010-00120-OOAO 3-15-37-35-0010-00130-0010 3-15-37-35-0010-00130-0140 3-15-37-35-0010-00130-OOAO 3-15-37-35-0010-00220-0010 3-15-37-35-0010-00210-0110 3-15-37-35-0010-00210-0100 3-15-37-35-0010-00210-0010 3-15-37-35-0010-00210-0170 3-15-3 7-35-0010-00210-OOAO 3-15-37-35-0010-00200-0010 3-15-37-35-0010-00200-0140 3-15-3 7-35-0010-00200-OOAO 3-15-3 7-35-0010-00040-OOAO 3-15-37-35-0010-00050-0010 3-15-37-35-0010-00050-0060 3-15-37-35-0010-00050-0110 3-15-37-35-0010-00050-0140 3-15-37-35-0010-00050-0170 3-15-37-35-0010-00050-0220 3-15-37-35-0010-00060-0010 3-15-37-35-0010-00060-0040 SURVEYOR'S NOTES: LEGEND: ID IDENTIFICATION (C) CALCULATED (P) PLAT (F) FIELD P.B. PLAT BOOK PG. PAGE PRM PERMANENT REFERENCE MONUMENT W/ WITH R/W RIGHT-OF-WAY C/L CENTERLINE PROPERTY LINE 10 LOT NUMBER ® CATCH BASIN @ BOLLARD MAILBOX ❑w WATER METER © CABLE BOX SINGLE SUPPORT SIGN MANHOLE COVER ® SET 1/2" IRON ROD & CAP W/ ALUMINUM DISC STAMPED "PRM BSM LB 8155" (UNLESS NOTED OTHERWISE) WLPT WETLAND POINT # F.P.&L. FLORIDA POWER & LIGHT ACREAGE INFO: TOTAL ACRES = 31.2831 (INCLUDING ALLEYS) 1. THE SURVEY DATE IS JUNE 12, 2023. 2. THIS IS A BOUNDARY SURVEY, AS DEFINED IN CHAPTER 5J-17.050(11) OF THE FLORIDA ADMINISTRATIVE CODE. 3. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 5. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS SURVEY IS THE NORTH LINE OF BLOCK 20, SAID LINE BEARS NORTH 89°49'06" EAST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. THE COORDINATE SYSTEM UTILIZED HEREON IS REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011), AS ESTABLISHED USING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK GPS) SURVEY METHODS. THE CORRECTED POSITIONS COMPUTED WERE VERIFIED THROUGH A REDUNDANCY OF MEASUREMENTS. ALL DISTANCES SHOWN HEREON ARE IN GRID U.S. SURVEY It n 0) RT M E LA J o LA LL V � Lco o t V E y N M = C 00 L 4 J 00 M V � Lu 'L 00 FEET. Q 7. THIS SURVEY IS BASED ON A REVIEW OF A TITLE COMMITMENTS BY OLD REPUBLIC NATIONAL INSURANCE COMPANY FILE NUMBER 2022-15892 AND 2022-15893 WITH AN EFFECTIVE DATE: JULY 28, 2023 AT 10:00 P.M. AND JULY 28, 2023 AT 5:00 Q w A.M. THE TITLE EXCEPTIONS LISTED ON THIS SURVEY ARE FROM SCHEDULE B-SECTION 2 OF THE TITLE COMMITMENTS U w O U LISTED ABOVE. 8. THIS SURVEY DELINEATES THE LOCATIONS OF THE LEGAL DESCRIPTIONS ON THE GROUND, BUT DOES NOT DETERMINE OWNERSHIP OR PROPERTY RIGHTS. 9. ADJOINING PROPERTY INFORMATION IS SHOWN PER PLAT. Cy 10. AERIAL IMAGERY SHOWN HEREON WAS OBTAINED FROM THE LAND BOUNDARY INFORMATION SYSTEM (LABINS) DATED 2018 AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 11. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE A & X PER FEMA MAP NUMBER 12093C, PANEL NUMBER 0415C, WITH AN EFFECTIVE DATE OF 07/16/15. CERTIFICATION: I HEREBY CERTIFY THAT THE ATTACHED SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT IT MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J- I 7,FLORIDA ADMINISTRATIVE CODE. FOR THE BENEFIT OF THE FOLLOWING PARTIES ONLY: 1 HOLIDAY BUILDERS INC. A FLORIDA CORPORATION 2) OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 3) HB TITLE, INC FOR THE FIRM: BSM & ASSOCIATES, INC. DATE RICHARD E. BARNES III PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA LICENSE NO. 7074 GRAPHIC SCALE C30O r 0 60 120 Feet 1 INCH = 60 FT. (INTENDED DISPLAY SCALE) LOCATED IN SECTION 16 TOWNSHIP 37 SOUTH RANGE 35 EAST PER PLAT PER PLAT C/L NW 14TH STREET (/F C/L NW 14TH STREET (F) PER PLAT PER PLAT l ) C/L TWENTIETH STREET (P) C/L TWENTIETH STREET (P) _ NOT IMPROVED 35.00' R W #30067 (NOTIMPROVED) ( ) 35.00' R W o 1 n 1 35.00' R/W 35.00' R/W #30068 35.00' R/W ER PLAT # N89 48 04 E 142.54 (C) PER PLAT PER PLAT E~ PER PLAT - o � 0. - PER PLAT ON890M48'04"'E 150.00' (C) (P) I 142.50 (P) 'MN89°48'04"E 512.66' (C) I a N89 48 04 E 670.13 (C) 47.51'(C) 47.51'(C) 47.51'(C) 70.01'(C) 50.02'(C) 50.02'(C) 50.02'(C) 50.02'(C) 50.02'(C) 50.01'(C) o F[, 50.01'(C) 50.01'(C) 50.01'(C) 50.o1'(C) 50.01'(C) 50.01'(C 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) o w� 47.50' (P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) ^ pW 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P)' 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) m a N� 1 Nw� U U U N N N N u U I 50.00' R/W 50.00' R/W r _ C> S89°48'34"W 150.01' (C) PER PLAT PER PLAT 142.54'(C) 150.00' (P) 142.50'(P) �+ o; a, a. a a; •• o, o, •• a; a, o; w c; o: �..i .� a: a a a a a a a, �_ a. '� a p No Q oNo M� 12 Mno 3 0 10 Q wo ® woo © wo ®oo wo Q W o 3 0 13 woo 12 11 wo O M� 9 wo 8 wo 7 woo 6 4o OM .�-i N, N, N O 1 N ,NnN N �N l/') O� O� O� O^' O'er O� O� O� O C C G In 0 0 0 0 0 0 0 0 0 0 0 0 N O O o 0 0 0 0 0 0 0 0 0 0 0 b .� o 0 O ^ S89°49'04"W 150.02' (C) 142.54'(C) p O BLOCK 5 Z 15.00' ALLEY P.B. 5, PG. 5 15.00' ALLEY 0 -� U 1so.00' (P) U U lazsa(P) U o � O BLOCK 4 • P.B. 5, PG. 5 PER PLAT PER PLAT 30 No M� 13 o n 47.51'(C) 47.51'(C) 47.51'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.0I I(C) 70.01'(C) 50.01'(C) 50.01(C) 50.01(C) 50.01'(C) 50.01'(C) 50.01'(C) ' If N ,Nn N N h vNi N M ^ BLOCK 6 M- 47.50'(P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) �^ P.B. 5, PG. 5 M ``' M - _S89049'34"W 512.63' (C) N89°49'34"E 512.62' (C) N89°49'34"E 670.12'(C )3 W .() .) ^�� (C) 50.01'(C) 50.01'(C)N 50.00'(P) 5550.00'P50.00'(w 570.00'(P) 50.50.50.00'(P) 550.00'(P) .50''''''C C:) 150.00'(P) 142.50'(P) 47.51'(C) 47.51'(C) 47.5F(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01C1C50.00'(P) .''W 0H N O ® N O o 0 0 z z u a W�" S89°5o'O4"W 150.04' (C) - 142.54'(C) o a v c o Z o o o A Z W 150.00' (P) 142.50'(P) c1 ^ - M - M F bl (Z1 ^ W vi v"'i o e T 0• P d' (]y n n oo o0 0o a rn a, rn a_ o > C) a E-+ g 15 M 0 17 1H 19 20 22 23 4 5 26 0 b 14 w o o N �N NN O �� p O wq O wq O wq O wq © wq O we O wo © wo © wo OW p x a p p O 15 wo 16 wo 17 wo 18 wo 19 wo 20 wo ©1 wo 22 wo 23 wo ® wo 25 wo 26 W p a o �o : o = o _ �o Mo _ oo Mo Mo o _ � N � S89°50'34"W 150.05' (C) 142.53'(C) o i/� o 0 C �j "� -- 150.00' (P) a a s 142.50'(P) O O�-� O Z O z E- CA aUZ, CA z © 47.51'(C) 47.51'(C) 47.51'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.011(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.00'(P50.00'(P) 550.--50.00'(P)- �50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 550.00'(P) 550.00'(P) 50.00'(P)47.50'(P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 5aVV a S89051'03"W 150.06' (C) 4A- °51'03"W 142.53' (C) ' S89°51'03"W 512.59' (C) w $A S89°51'03"W 670.11' (C) a I ( 35.00' R/W 1 35.00' R/W OKEECHOBEE UTILITY AUTHORITY 35.00' R/W ZOO 35.00' R/W LINE DPEICTED PER 35.00' R/W 150.00 `P) PER PLAT LINE DPEIC142.50 (P) PER PLAT C/L NW 13TH STREET (F) UNABLE TO LOCATE THIS PER PLAT #30061 ��EX PER PLAT FEMA FLOOD MAP C/L NW 13TH STREET (F) _ PERPLAT #30066 FEMA FLOO_ SECTION OF WATERLINE #30060 C/L NINETEENTH STREET P C/L NINETEENTH STREET (P) / O _ Ll z0 (NOTIMPROVED) + (NOTIMPROVED) 3s.00' R W #30059 #30065 N89°51'03"E 150.08' C 35.00' R/W �905 F03"E 142.53' (C) 35.0o R/W 35.00' RAV �� 35.00' R/w 4 ( ) + PER PLAT ZONE X PER PLAT PER PLAT F. o / PER PLAT I N89°51'03"E 670.11' C PER PLAT H -- 150.00' (P) 142.50' (P) N8IN9°51'03"E 512.58' (C) _ _ _ W p _ _ _ _ _ W D _ _ ' a �64 ( )�I a 47.51'(C)- �47.51'(C) 47.51'(C) 0.00'(C)(P) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.0 ['(C) o��/ 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 0.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 0 0. 15.00' ALLEY g7.50'(P) 47.50'(P)� �47.50'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(Pl �50.00'(P)� - p 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 0.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.001(P) 50.00'(P) PER PLAT N h vNi vNi N vNi U U U U �O `J N89°50'44"E 150.09' (C) F 3 F N89050'44"E 142.53' (C) (li c� - V 150.00' (P) a a s 14.50' (P) N _ .Ny o a M 0 0. 0 a 6o F v a p1 0-4 ^ vi W vi p. .-ti �..i o ^ o ^ o ^ o ^ o ^ o ^ o ^ o ^ o ^ �..i ,--i WLPT I -IS o ^ o ^ o ^ o ^ o ^ o ^ a _a _� _a _o" a ,� _ _ Wg fit✓ �� a fit✓ fit✓ �� o a°v' �a as �� '� o © No r-o O oo '3 O O we wo 8 w wo 7 wo 6 wo $ wo 4 wo 3 wo 2 wo W O r� Q :©3 °M°� 12 wo 11 wo 10 wo Q9 wo ® wo Q7 o © QS wo ® wo 3Q wo Q2 wo 10 W O O p N o •'�' '° O ,� O .--i Vl .'�-i V ,r .'�-i Q Q M M M M .'�-i M .'n-i O N .'�-i N .�-i N ,_ N Q vi vNi vNi vNi M N o 0 0 0 y� V"l WLPT 1-16 p o 0 0 0 0 o M o 0 0 o W) N89°5O'24"E 150.10' (C) ^ N89050'24"E 142.52' (C) o o o o 0 0 0 0 o M M C:)0 0 0 0 0 0 o 0 0 o p 150.00' (P) a 14.50' (P) WLPT 1-14 o 0 0 0 0 0 0 0 o O x o 0 0 0 0 0 0 0 0 0 0 m cn cn o vi ,� ,. BLOCK 11 ^ W o0 0 0 BLOCK 13 U . Z U EXCEPTION #8 z BLOCK 12 C/� 'z 15.00' ALLEY 15.00' ALLEY P.B. 5, PG. 5 U _ - ^ o 15.00' UTILITY EASEMENT a P.B. 5, PG. 5 wLPT 1-1s P.B. S PG. 5 W-) 15.00' ALLEY 15.00' ALLEY pp Q3 N W `p N O.R.B. 229, PG. 524 O N PER PLAT PER PLAT ' PER PLAT PER PLAT WLPT 1-17 50.01' C ( ) ( ) / O 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C)50.01'(C) 50.01'(C) 50.01' C 50.01' C N89°50'04"E 150.11' (C) W M N89°50'04"E 142.52' (C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) w M 150.00' (P) M W P�. 14.50' (P) - - - O 1 " 1 3 W a 3 N89°50'04'E 512.54' (C) -PT I -I � LPT 112 N89 50 04 E 670.10 (C) a M M r S00° 11'23 "E 315.57' (C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00 (P) 50.00'(P) 50.00'(P) 50.00'(P) 50 00(P) 50.00'(P) 70.00'(P) 50.00(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 0 o ® o 0 W O WLPT 1-2 \ N N O�" O N h vNi h ^ WLPT 1-11 , WLPT 1 U O U \\ WEAREA O '45"E 150.12' (C) < Z N89°49'45"E •52' (C) U (� o ^ z 150 00' (P)N89°49O (P) - X '°O :;+ N 0.365 ACRES± .--i V O ^ F _ v i� a oo Co �n ^ O �-• o b, M o Co a in _ co F _ v c' /�^• �� l/•1 Q., \ O \ O O O O C D\ OT W O y^ O �^, O �^, O n^, � `/ '--I �/ O n^, O `^ O .. O ^ O ^ � ,� 0 ,1 O � .-. � .-. � �C (V O - O 15 00 '. �i ,-. .r .r ,-.a •""'u a 13 19 WO O WO 1 22 Wo � Vt � h •--' � � h � h � � � � M h - h h h M M N .�-i N .�-i N ,� N .--i � O N89°49'25"E 150.13' (C) � F � F- N89°49'25"E 142.52' (C) 150.00' (P) a a a 14.50' (P) N ,� ,". .". .. .. •--, .� O p WLPT 1-3 ` WLPT 1-8 o o^ o^ o 0 0 0 0 0 ° P. 15.00' ALLEY °_ o 0 0 0 0 0 0 0 0 ° ° �o WLPT 1-0 0. pW PER PLAT O m O O WLPT 1-7 ' O va va va � z o o #30050 16 Z #30056 WLPT 1-5 WLPT 1-e vNi vNi vNi vN1 N N O O 50.01'(C) 50.01'(C - � is01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) a 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) a y S89049'06"W 150.14' (C) I S89°49'06"W 142.52' (C) 4S89°49'06"W 512.51' (C) ~� w S89°49'06"W 670.09' (C) 35.00' R/W 1 1 35.00' R/\V ° 35.00' RAV M a #30057 35.00' R/W C/L NW 12TH STREET F 35.00' R/W m a PER PLAT 150.00 (P) ; 142.50 (P) PER PLAT N89 49 06 E 62.50 (C) C/L NW 12TH STREET F PER PLAT PER PLAT () PER PLAT #30064 C/L EIGHTEENTH STREET (P) EDGE of PAVEMENT C/L EIGHTEENTH STREET (P) EDGE OF PAVEMENT CULVERT CULVERT CULVERT CULVERT #30055 OT IMPROVED) 35.00' R/w ° 1 11 35.00' R/w ° " 1 B B 35.00' R/W N89049106"E #30058 35.00' R/W N89°49'06"E 670.08' C 35.00' P/W #30063 PER PLAT N89 49 06 E 150.16 (C) PER PLAT N89 49 06 E 142.51 (C) PER PLAT H PER PLAT ( ) PER PLAT F. 150.00' (P) ❑ E 142.50'(P) t4 150.00' (C) (BASIS OF BEARINGS) a 47.50'(C)(P) 47.50'(C)(P) 47.50'(C) 70.00'(C)(P) 50.00(C)(P) 50.0 C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) o CG 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 0.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 47.50'(P) ^ m P�.� 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) pW„i 15.00' LESS U EXCEPTION # 11 �a a PARCELS NOT INCLUDED z 10.00' LIFT STATION o © #30051 v © �z 32.50' 7 - w N N N U j IN BOUNDARY U w EASEMENT o _ _ U N `� � ^ '� O.R.B. 551, PG. 740 .. N89°49'10"E 150.17' (C) E, F" � d U 150.00' (P) a s N89°49'10"E 142.51' 2� w p o v o p o o u EXCEPTION #13 ^ N N N^ a W O O� I o 4. D a rn o, a, rn rn P-i o, o, _ w rn a o,b0 O �OW 15.00'ALLEYPER PLAT a o o o o a o - ` ° O 01 °o °a �^ °^ Oa °a °a Oa °^ °^ ° F.P.&L. EASEMENT O.R.B. 614, PG. 242 M W 13 w o 12 w o 11 w o 10 w o w o Q Q Wo ® Wo Wo Wo sp Wa ®3 3p Wo p Wo p 0 0 0 0 _�o Mo 8 Wo 7 Mo Mo 5 oWo o �o w h O O I O'. O n On N89049'15"E 150.18' (C) a vN - o - o 0 0 0 0 o o O O I o 0 0 0 0 0 0 0 0 0 o N 0 0 0 0 0 o O o o N o 0 0 0 0 0 0 0 0 0 0 o O 150.00'(P) N89049'15"E 142.5F -� BLOCK 22 Z U o BLOCK 21 O S89°49'20"W E� c BLOCK 20 15.00' ALLEY O P.B. 5, PG. 5 U W .. Z W 15.00' ALLEY Ln v, P.B. 5, PG. 5 I W O P.B. 5, PG. 5 PER PLAT ^ ^ 149.99 (C) W z PER PLAT w 96 o O o Ry 0 13 REMAINING 69.99'(C) W I W NN„ N N N N N N 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) W - 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)(P) 70.00'(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) Uj 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) W N89°49'20"E 150.19' (C) .--i W O M 150.00' (P) M W N89°49'20"E 142.51' N89049'20"E 670.0T C Z 15.00' N89°49'20"E 512.46' (C) x a O W F a _ S00°11'23"E 314.83' (C) 47.50'(C)(P) 47.50'(C)(P) 47.50'(C)P) 69.99'(C) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.00'(C)(P) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 70.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) 50.01'(C) M V H M 70 00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) W oa oa W O v_1 oa �a / a ® v o I � o v 14 ° " � l ) EXCEPTION #13 1 PER PLAT V i-. S89 49 20 W 62.49 C r� ExcEPTION # 11 � W N O O N � 15.00' ALLEY PER PLAT z LIFT STATION EASEMENT M O Q a W O.R.B. 551, PG. 740 d N89°49'24"E 150.20' (C) 0 .z G0. U F.P.&L. EASEMENT O.R.B. 614, PG. 242 l ° V � . U 150.00' (P) N89°49'24"E 142.51' 4 pN, a' - OMi 0, Oi O ,-. G ^' Ii1 O Q U U Ua Ua Ua. Ua. � a �= o, rn rn rn rn rn a rn_ � ^ o In �"' � O � p 17 wo 18 wo 19 wo ©0 wq 21 wo 22 wo 23 wo ® � 25 � © � a 14 wo 15 wo wo 17 wo 18 wo 19 wo 20 wo � wo 22 wo 23 wo ® wo 5 w 26 N89°49'29"E 150.21' (C) F 3 F M o o O o 0 0 0 0 0 0 0 0 0 0 150.00' (P) a s a N89049'29"E 142.50' ,� voi voi voi voi a1 O M o o P4 EXCEPTION #13 ° M O pW, pW 15.00' ALLEY PER PLAT O O o O F.P.&L. EASEMENT O.R.B. 614, PG. 242 Z o z Op N N ,N^ N� N 47.49'(C) 47.49'(C) 47.49'(C) 69.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) 49.99'(C) F d 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 70.01'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) 50.00'(C) F 47.50'(P) 47.50'(P) 47.50'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.001(P)ML r 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 70.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) 50.00'(P) M6 -i S89049'34"W 150.22' (C) 3s.00' R w S89049'34"W 142.50' (C)(P) S89049'34"W 512.42' (C) w S89°49'34"W 670.06' (C) 35.00' R W m r' w 35.00' R/W 35.00' R/W D4 4 a 150.00 (P) PER PLAT C/L NWT1TH STREET (F) PER PLAT #30053 #30054 PER PLAT C/L NW 11TH STREET (F) PER PLAT #30062 #30052 C/L SEVENTEENTH STREET (P) O - C/L SEVENTEENTH STREET P (NOTIMPROVED) I (NOTIMPROVED) 35.00' R/W #40116 35.00' R/W PER PLLATAT PER PLAT � #40018 PER PLAT #40015 PER R/W LINE R/W LINE r 1 d1 M E LA U. io0 o � t � U E GI � c w 11 M = c ao m aL 4 M Go "-q d M u O ui 'i 00 O co ~ I 1 All i � w U a w0 ul M � O O O OO � � w W O Toll Ap=p=L%nl@ D=/ \Hl@uHa LOCATION MAP: (NOT TO SCALE) LEGEND: INDEX OF PAGES: C/L CENTERLINE FND FOUND SHEET 1 = COVER PAGE R/W RIGHT OF WAY SHEET 2 = SKETCH OF PLAT O.R.B. OFFICIAL RECORD BOOK PG. PAGE P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT TABULAR DATA: R RADIUS OR RANGE A DELTA STORMWATER TRACT "1" = 0.540 ACRES f L ARC LENGTH STORMWATER TRACT "2A" = 0.474 ACRES f CB CHORD BEARING STORMWATER TRACT "213" = 1.761 ACRES f CD CHORD DISTANCE STORMWATER TRACT "2C" = 0.232 ACRES f N: NORTHING STORMWATER TRACT "3A" = 2.306 ACRES f E: EASTING STORMWATER TRACT "313" = 0.306 ACRES f • SET 1/2" IRON ROD & CAP, LIFT STATION TRACT = 0.057 ACRES f ALLEYS = 1.547 ACRES f STAMPED "BSM LB 8155" LOTS = 24.060 ACRES f O SET NAIL & DISK STAMPED "PCP BSM LB 8155" TOTAL = 31.283 ACRES t ® SET 1/2" IRON ROD W/ ALUMINUM DISC STAMPED "PRM BSM LB 8155"; UNLESS IF OTHERWISE NOTED F.D.O.T. FLORIDA DEPARTMENT OF TRANSPORTATION P.B. PLAT BOOK ID IDENTIFICATION S SECTION OR SOUTH T TOWNSHIP D.E. DRAINAGE EASEMENT NO. NUMBER P.C. PLAT CORNER A.K.A. ALSO KNOWN AS PRM PERMANENT REFERENCE MONUMENT F.P.&L. FLORIDA POWER AND LIGHT PCP PERMANENT CONTROL POINT U. & D. E. UTILTY & DRAINAGE EASEMENT PT #1000 POINT #1000 LEGAL DESCRIPTION: LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 4; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 5; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 6; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 11; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 12; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 13; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 20; LOTS 1, 2, 3, 9, AND LOTS 10 THROUGH 26, IN BLOCK 21; LESS THE EAST 32.5 FEET OF SAID LOT 9; LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 22; ALL THE ABOVE BEING PART OF THE TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 AT PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH: ALL THE ALLEYWAYS IN BLOCK 4, BLOCK 5, BLOCK 12, BLOCK 13, BLOCK 20, BLOCK 21, ALL IN TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS SURVEY IS CENTERLINE OF NW 13TH STREET, SAID LINE BEARS NORTH 89°51'03" EAST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. THE COORDINATES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011), AS ESTABLISHED USING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK GPS) SURVEY METHODS. ALL DISTANCES SHOWN HEREON ARE IN GRID U.S. SURVEY FEET. 3. BUILDING SETBACKS ARE AS FOLLOWS: ROAD FRONTING LOT LINES = 25 FEET, SIDE LOT LINES = 10 FEET, AND REAR LOT LINES = 10 FEET. 4. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. A REPLAT OF BLOCKS 4, 51 69 119 12, 139 209 219 & 22 OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 5, PAGE 5, LOCATED IN THE SECTION 16, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA CERTIFICATION OF OWNERSHIP & DEDICATION: STATE OF FLORIDA COUNTY OF OKEECHOBEE HOLIDAY BUILDERS INC., A FLORIDA CORPORATION, THE OWNER OF THE ABOVE DESCRIBED LAND, BY ITS DULY ELECTED PRESIDENT, DOES HEREBY DEDICATE THE FOLLOWING: EASEMENTS THE UTILITY & DRAINAGE EASEMENTS AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF OKEECHOBEE FOR UTILITY CONSTRUCTION, MAINTENANCE, AND INGRESS AND EGRESS AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA. STORMWATER TRACTS STORMWATER TRACTS "'I", "2A", "213", "2C", "3A", "3B" AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF OKEECHOBEE, FOR THE MAINTENANCE OF DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO SWALES, DITCHES, DRAINAGE PIPES, CULVERTS, PONDS, AND BERMS, AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF SAID CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA. ALLEYS THE ALLEYS AS SHOWN HEREON, ARE HEREBY DEDICATED TO THE CITY OF OKEECHOBEE, FOR INGRESS, EGRESS, UTILITIES, DRAINAGE, AND ARE THE PERPETUAL MAINTENANCE OBLIGATION OF THE CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA. LIFT STATION TRACT THE LIFT STATION TRACT SHOWN HEREON, IS HEREBY DEDICATED TO THE OKEECHOBEE UTILITY AUTHORITY, AND IS THE PERPETUAL MAINTENANCE OBLIGATION OF SAID OKECCHOBEE UTILITY AUTHORITY, ITS SUCCESSORS AND/OR ASSIGNS. IN WITNESS WHEREOF, THE UNDERSIGNED COMPANY HAS CAUSED THIS CERTIFICATION TO BE EXECUTED IN ITS NAME AND ITS CORPORATE SEAL TO BE HEREUNTO AFFIXED BY ITS PRESIDENT THIS _____ DAY OF ----------- 2023. HOLIDAY BUILDERS, INC la PRESIDENT'S PRINTED NAME WITNESS: PRINTED NAME DEDICATION ACKNOWLEDGEMENT WITNESS: PRINTED NAME STATE OF FLORIDA COUNTY OF OKEECHOBEE BEFORE ME, THE UNDERSIGNED AUTHORITY PERSONALLY APPEARED, PRESIDENT OF HOLIDAY BUILDERS, INC., A FLORIDA CORPORATION, TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND HE/SHE DULY ACKNOWLEDGED BEFORE ME THAT HE/SHE EXECUTED SAME, AS SUCH OFFICER FOR AND ON BEHALF OF SAID CORPORATION. WITNESS MY HAND AND OFFICIAL SEAL AT OKEECHOBEE COUNTY, FLORIDA, THIS _____ DAY OF ----------- 2023. BY: -------------------- NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. NOTARY STAMP: MY COMMISSION EXPIRES: ACCEPTANCE OF DEDICATIONS- CITY OF OKEECHOBEE: THE CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA HEREBY ACCEPTS THE DEDICATIONS TO SAID CITY AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON. DATED THIS _____ DAY OF ----------- 2023. WITNESS: PRINTED NAME BY: WITNESS: PRINTED NAME CITY ACKNOWLEDGEMENT: DOWLING R. WATFORD JR. MAYOR, CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA JOHN J. FUMERO CITY ATTORNEY, CITY OF OKEECHOBEE OKEECHOBEE COUNTY, FLORIDA ACCEPTANCE OF DEDICATIONS- OUA: THE OKEECHOBEE UTILITY AUTHORITY HEREBY ACCEPTS THE DEDICATIONS OR RESERVATIONS AS STATED AND SHOWN HEREON, AND HEREBY ACCEPTS ITS MAINTENANCE OBLIGATIONS FOR SAME AS STATED HEREON. DATED THIS _____ DAY OF ----------- 2023. WITNESS: PRINTED NAME WITNESS: PRINTED NAME STATE OF FLORIDA COUNTY OF OKEECHOBEE BY: ---------------- JOHN HAYFORD EXECUTIVE DIRECTOR BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED, ___________- EXECUTIVE DIRECTOR OF THE OKEECHOBEE UTILITY AUTHORITY, TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND HE DULY ACKNOWLEDGED BEFORE ME THAT HE EXECUTED SAME, IN BEHALF OF THE OKEECHOBE UTILITY AUTHORITY. WITNESS MY HAND AND OFFICIAL SEAL AT OKEECHOBEE COUNTY, FLORIDA, THIS _____ DAY OF ----------- 2023. BY:_________________ NOTARY STAMP: NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. MY COMMISSION EXPIRES: CLERK OF CIRCUIT COURT: STATE OF FLORIDA COUNTY OF OKEECHOBEE I, JERALD D. BRYANT, CLERK OF CIRCUIT COURT AND COMPTROLLER OF OKEECHOBEE COUNTY, FLORIDA DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD ON THE _____ DAY OF ------------- 2023 IN PLAT BOOK --------- PAGE------------ JERALD D. BRYANT CLERK OF CIRCUIT COURT AND COMPTROLLER OKEECHOBEE COUNTY, FLORIDA ACCEPTANCE BY CITY COUNCIL: STATE OF FLORIDA COUNTY OF OKEECHOBEE IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR RECORD BY THE CITY COUNCIL FOR THE CITY OF OKEECHOBEE, FLORIDA, THIS _____ DAY OF ----------- 2023. NO DEVELOPMENT RIGHTS ARE GRANTED SOLELY BY THE EXECUTION AND RECORDING OF THIS PLAT. ALL PURCHASERS ARE RESPONSIBLE FOR OBTAINING ANY NECESSARY STATE OR LOCAL PERMITS AND LICENSES PRIOR TO DEVELOPMENT. ATTEST: DOWLING R. WATFORD JR. MAYOR, CITY COUNCIL CITY SURVEYOR: STATE OF FLORIDA COUNTY OF OKEECHOBEE LANE GAMIOTEA CITY CLERK, CITY OF OKEECHOBEE, FLORIDA IT IS HEREBY CERTIFIED THAT UNDERSIGNED SURVEYOR AND MAPPER DULY LICENSED IN THE STATE OF FLORIDA HAS REVIEWED THIS PLAT FOR CONFORMITY WITH THE REGULATIONS OF CHAPTER 177, PART 1, FLORIDA STATUTES. DATE: _ PRINTED NAME: _________________ STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER COUNTY OF OKEECHOBEE FLORIDA LICENSE NUMBER ----- BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED, DOWLING R. WATFORD JR, MAYOR, CITY OF OKEECHOBEE, OKEECHOBEE CITY ENGINEER: COUNTY, FLORIDA AND JOHN J. FUMERO, CITY ATTORNEY, CITY OF OKEECHOBEE, OKEECHOBEE COUNTY, FLORIDA TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE FOREGOING CERTIFICATE OF DEDICATION, AND THEY EACH DULY ACKNOWLEDGED BEFORE STATE OF FLORIDA ME THAT THEY EXECUTED SAME, AS MAYOR AND ATTORNEY FOR AND ON BEHALF OF THE CITY OF OKEECHOBEE. COUNTY OF OKEECHOBEE WITNESS MY HAND AND OFFICIAL SEAL AT OKEECHOBEE COUNTY, FLORIDA, THIS _____ DAY OF __________, 2023. NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. IT IS HEREBY CERTIFIED THAT THE FORGOING PLAT IS APPROVED AS TO FORM. BY: NOTARY PUBLIC, STATE OF FLORIDA AT LARGE. NOTARY STAMP: MY COMMISSION EXPIRES: -- BY: --------- ------------- PRINTED NAME: PROFESSIONAL ENGINEER FLORIDA LICENSE NUMBER DATE: _ CITY ATTORNEY: STATE OF FLORIDA COUNTY OF OKEECHOBEE IT IS HEREBY CERTIFIED THAT THE FORGOING PLAT IS APPROVED AS TO FORM. BY:--------------------- DATE: ------------- JOHN J. FUMERO CITY ATTORNEY CITY OF OKEECHOBEE, FLORIDA CERTIFICATE OF TITLE: THE UNDERSIGNED, _______________ WITH HB TITLE, INC. COMPANY DULY LICENSED IN THE STATE OF FLORIDA, DOES HEREBY CERTIFY THAT, AS OF THE _____ DAY OF ----------- 2023. (A) THE RECORD TITLE TO THE LAND AS DESCRIBED AND SHOWN HEREON IS IN THE NAME OF HOLIDAY BUILDERS INC., A FLORIDA CORPORATION, THE ENTITY EXECUTING THE DEDICATION. (B) PURSUANT TO FLORIDA STATUTE 197.192 ALL TAXES HAVE BEEN PAID THROUGH THE YEAR 2022. (C) ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORD ENCUMBERING THE LAND DESCRIBED HEREON ARE AS FOLLOWS: 1. NO MORTGAGES ARE RECORDED. 1 BY: ------------------- HB TITLE, INC. 2285 W. EAU GALLIE BLVD. MELBOURNE, FL 32935 DATE: CI ID\/CV0D'C r`CDTICIr`ATlf)Kl- THIS IS TO CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION; THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT PERMANENT REFERENCE MONUMENTS ACCORDING TO SECTION 177.091(9), FLORIDA STATUTES, HAVE BEEN PLACED AS REQUIRED BY LAW; AND THAT PERMANENT CONTROL POINTS AND MONUMENTS ACCORDING TO SECTION 177.091(9), FLORIDA STATUTES WILL BE SET UNDER THE GUARANTEES POSTED FOR THE REQUIRED IMPROVEMENTS, AND FURTHER, THAT THE SURVEY PLAT COMPLIES WITH ALL THE SURVEY REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AS AMENDED. FOR THE FIRM: / \ BSM & ASSOCIATES, INC. 80 SE 31 ST LANE I OKEECHOBEE, FL 34974 I PLATTING CERTIFICATE OF SURVEYOR 1 AUTHORIZATION NO. LB 8155 THIS DAY OF , 2023. \ / --------------------------- / RICHARD E. BARNES III I PROFESSIONAL SURVEYOR AND MAPPER I CITY STATE OF FLORIDA LICENSE NO. 7074 \ SURVEYOR CITY I ENGINEER 1 I COUNTY I I CITY ` CLERK ` CLERK G:\My Drive\BSM & ASSOCIATES, INC\2022\22-457 BND TOPO HOLIDAY BLOCKS\ DRA WING\22-457 PLAT.dwg 1 Sep 12, 202J, SHEET 1 OF 2 BLOCK 77 BLOCK 76 P.B. 1, PG. 21 a ga NORTH QUARTER CORNER P.B. 1, PG. 21 a SECTION 16 NOT A PART TOWNSHIP 37 SOUTH NOT A PART OF THIS PLAT RANGE 35 EAST OF THIS PLAT R/W LINE NORTH LINE OF R/W LINE 35.00' N00010104"W 35.00' SECTION 16 69.49' N89°48'04"E 199.99' C/L NW 14TH STREET 076N89°48'04"E 35.00' 150.00' PT #100] FDPI 54.3 F PT #1077N89°48'04"E 35.00' N89°48'04"E 142.54' PT #1002 PT #1003 00 N89°48'04"E 15.00' 45.69' ALLEY 50.00' 50.00' H STORMWATER i STORMWATER a a 00 w 00 TRACT 2A TRACT "1" c 0.474 ACRES f 'n 0.540 ACRES f m H .a M W 0 N M M °o q M M 0 O O 1 M 3 BLOCK A 3 S89°48'29"W 142.54' S89°48'29"W 150.03' M r o c PT 91012 o 15.00' U. & D.E. 0 o 0 0 o O o 0o I o z l o Z I O z 0.245 ACRES f r 1 0.270 ACRES f 00 I w S89°48'29"W 142.54' I a M e I S89°48'29"W 150.05'pk a wO 15.00' U. & D.E. o w o0 2 o Cl m a 06 r 1 0.270 ACRES f 00 ° 0.308 ACRES f 15.00' 3 PT #1021 ALLEY PT #1023 PT #1022 PT #1020 PT #1004 PT #1011 GRAPHIC SCALE D D 0 60 120 FEET A REPLAT OF BLOCKS 4, 59 69 11 , 129 139 209 21 9 & 22 OF OKEECHOBEE, IINCH =60 FT. BLOCK75 (INTENDED DISPLAY SCALE) P.B. 11 PG. 21 AS RECORDED IN PLAT BOOK 5, PAGE 5, NOT A PART NORTH LINE OF OF THIS PLAT SECTION 16 LOCATED IN THE SECTION 16, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA R/WLINE 35.00' N89°48'04"E 755.21' N89°48'04"E 740.14' C/L NW 14TH STREET PT #1079 PT # 107 8 35..00' LIMITS OF PLAT N89°48'04"E 512.66' N89048'04"E 670.13' LIMITS OF PLAT + �� UTILITY EASEMENT LINE TABLE LINE# BEARING DISTANCE Ll N00°]1'31"W 7.50 L2 N89°50'04"E 142.52 L3 S00°11'23"E 7.43 L4 S00°ll'23"E 7.57 LS S89°50'04"W 142.52 L6 N00o11'31"W 7.50 STORMWATER TRACT "2B" 1.761 ACRES f S89049'34"W 512.63' BLOCK B PT 41005 35.00' 35.00'- N � 3 M M 0 0 O O PT #1010 � O V 00 04 ca PT #1013 o 15.00' 19.49' ALLEY STORMWATER TRACT "2C" 0.232 ACRES f S89°51'03"W 512.62' S89049'34"W 512.62' L 15.00' ALLEY 19.72' 82.00' 82.00' 82.00' 82.00' 82.00' 102.62' c o 0 0 0 0 0 en 0 0 0 O ® ® ® © O ® CD OM C en 0.245 ACRES f M M 0.245 ACRES f 0.245 ACRES f M M 0.245 ACRES f 0.245 ACRES f M 0.306 ACRES f C) C) � C) PT #1019 PT #1018 82.00' 82.00' 82.00' 82.00' 82.00' 102.59' S89051'03"W 150.06' 1 S89051'03"W 142.53' 35.00' N89°51'03"E 200.07' _ (NOT IMPROVED) PT #1083 35.00' PT #1082 N89051'03"E 150.08' N89051'03"E 142.53' CD PT #1024 PT #1025 o _ I c r 'n� 0.248 ACRES f o O F kA P. CWl � O I S89°48'29"W 150.09' a r c 1 r z 15.00' U. & D.E. cq M A�dL� 0 `n O N a 0b a 0.197 ACRES f I '% W w z� - a� I S89°48'29"W 150.10'00 M M N BLOCK D N w x o 3 _� kn O 'n M m O m I 0.197 ACRES f o 0o z ^� ° S89°48'29"W 150.12' z I`-1 0 u z I _ N N r 0 kn 1 0.197 ACRES f O z I 50.00' 50.00' S89°48'29"W 150.13' d a 15.00' U. & D.E. a r; F ® o N a r 0.248 ACRES f I PT 91047 PT #1046 PT #1026 PT 91027 o o � 06 O1 00 0.288 ACRES f 15.00' ALLEY S89°48'29"W 142.53", Cq CIR M a, 0.228 ACRES f L3 Ll -----L2--- - _ _ _S89°48'29"W 142.52' _ L6 L5 L4 15.00' UTILITY EASEMENT F O.R.B. 229, PG. 524 cn oNo (SEE ABOVE FOR TABLE) °O � 3 O � ° 0.228 ACRES f S89°48'29"W 142.52' 15.00' ALLEY 00 °O 0.288 ACRES f 00 PT #1045 PT #1044 kn M w M N O 0 0 M O of o o .. H z `n cv W M M O o 0 0 z PT #1006 PT #1009 STORMWATER TRACT"3A" 2.306 ACRES BLOCK CS89°49'34"W 670.12' PT #1007 k w DEI O PT #1008MPT # 1015 oU PT #1014 15.00' N89°49'34"E 670.12' STORMWATER TRACT "3B" 15.00' 19.75' ALLEY 0.306 ACRES f S89°51'03"W 670.12' ALLEY 20.0478.56' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 78.56' O O O ® ® © O ® O 10 MM M M M M M M M M M0.234 ACRES f o 0.170 0 0.170 0 0.170 0 0.170 0 0.170 0 0.170 b 0.170 0 0.170 0 0.1700.234 ACRESACRESf c ACRESf c ACRESf ACRESf ACRESf c ACRESf o ACRESf o ACRESf oACRESf o CD C V) C V) PT #1016 LLPT #1017 78.556' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 78.556' LIMITS OF PLAT S89051' 3"W 512.59' LIMITS OF PLAT S89051' 3"W 512.59' LIMITS OF PLAT S89"51'03"W 670. 1 12' C/L NW 13TH STREET (70.00' R/W) 35.00' C/L NW 13TH STREET 35.00' (BASIS OF BEARINGS) (70.00' R/W) N89°51'03"E 755.11' N89°5103"E 740.11' 35.00' PT #1081 35.00' r rnrtrre nc rarer NR9°51'B'�"F. 512.575' 1A. LIMITS OF PL N89051'03" 670.108' 70.00' 70.00' 70.00, 70.00' 70.00' 70.00' 92.575' PT #1028 PT #1029 Ncq N N N N 50 � o 0 0 0 0 0 W W W W W W 11 0.241 ACRES f 0.241 ACRES f 0.241 ACRES f 0.241 ACRES f _, 0.241 ACRES f _, 0.241 ACRES f 0.319 ACRES f z PT #1035 BLOCK E PT #1034 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 92.54' N89050'04"E 512.54' 35.00' 35.00' � 70.00' 70.00' L15.00' 70.00' 70.00' 70.00' 70.00' 92.54' 15.00' PT #1036 ALLEY ALLEY PT #1037 N O O O O O O O N 12 13 N 14 N 15 N 16 N 17 N 18 N o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.319 ACRES f z PT #1043 PT #1042 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 92.5 V S89049'06"W 150.14' S89049'06"W 142.52' �- 35.00' N89°49'06"E 200.15' PT #1084 LIMITS OF PLAT S89"49'06" W 512.5 1' j C/L NW 12TH STREET 35.00' (70.00' R/W) N89°49'06"E 755.01' 35.00' PT #loss N89°49'06"E 35.00' PT #1054 x N89°49'06"E 150.16' N89°49'06"E 142.51' 62.50' LIMITS OF PLAT N89°49'o6"E 299.99' PT #1048 PT #1049 a o 0 a r l O r O ~ I 0.248 ACRES f a 15.00' U. & D.E. O S89°48'29"W 150.17' �I kI 0.196 ACRES f _ � I � r S89°48'29"W 150.18' o M 1 00 en w O `n 1 �n n O M M a M o 0 I 0.196 ACRES f 0 o Q F. o 0 O z z ¢z W ° H O o z S89°48'29"W 150.19' I F OW w cM rn a w n ® k G F° 3 l 0.196 ACRES f H 50.00' 50.00' S89°48'29"W 150.21' 15.00' U. & D.E. 0 1 OS o 0.248 ACRES f rq PT #1075 PT #1074 II PT #1051 PT #1050 o O 11EN 0.288 ACRES fALLEY & F.EASEO.R.B 614, P S89°48'29"W 142.51' � zn O � 0.227 ACRES f S89°48'29"W 142.51' O7 ° 0.227 ACRES f ° S89°48'29"W 142.50' 15.00' ALLEY & F.P.&L. EASEMENT O.R.B 614, PG. 242 � ® o CIO 06 0.288 ACRES + °O PT #1073 PT #1072 7 PT #1052 NOT A PART PT #1053 OF THIS PLAT -� v O �4 W) `� 4 n 'n n a a a M O rn M W kr GQ n W n W n N ,' E-" Q4 WOfl 00 (� t` � 0a �a o CDO ACRESf o ra Oa ra a a z r PT #1063 PT #1062 � I S89°49'20"W :l 62.49' M cn 0 0 PT #1055 N89°4 '06"E 150.00' 62.00' T 88.00' O 9z CA z035.00' 35.00'RNV LINE PT #1080 R/W LINE rPT8# O o o z a � U O V7 O w 3 0 0 0 0 O 0 0 O z S89050'04"W 670.10' W z a F, � � a 0. O N z0 0 O O Fn 00 �� ua - 83.05' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.05' 15.00' 15.00' ALLEY PT #1038 ALLEY PT #1039 O O O O O 11 N 12 N 13 N 14 N 15 N 16 N 17 N 18 N 19 N 20 0.286 ACRES f O 0.217 ACRES f O 0.217 ACRES f O 0.217 ACRES f b 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.286 ACRES f 0 0 0 0 0 0 0 0 0 PT #1040 PT #1041 83.043' 63.00'Am� 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.043, PT #1086 U w vi Gq n N ©N, rO 7 a1 3 O a O a ACRES f o 0.303 ACRES f o c M a c o O ° z M O PT # 1061 N9904912(V"F. 51 ? 46' PT #1060 z C 62.00' AL 87.99' o O 149.99' z 70.00' 70.00' 70.00, 70.00' 70.00' 70.00' 92.46' 15.00' 15.00' ALLEY PT #1064 ALLEY BLOCK H & F.P.&L. PT #1065 EASEMENT O.R.B 614, PG. 242 o`j o`j cl a a a O ® W N O9 W N 10 W N 11 W N 12 W N 13 W N 14 cMv 0 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.241 ACRES f o 0.318 ACRES f z PT #1070 PT #1071 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 92.42' S89049'34"W 150.22' 1 1 S89049'34"W 142.50' PT #1090 35.00' N89°49'34"E 200.23' a NOT A PART OF THIS PLAT 35.00' 3 PT #1091 (A PORTION OF P.B. 5, PG. 5) �a R/W LINE PARCEL ID: 3-15-37-35-0010-00400-0070 O.R.B. 820, PG. 1466 - L1MPrS Or PLAT S89"49'34" W 512.42' C/L NW 11TH STREET (70.00' R/W) N89°49'34"E 754.92' PARCEL ID: 3-15-37-35-0010-00280-0010 NOT A PART OF THIS PLAT O.R.B. 820, PG. 1466 (A PORTION OF P.B. 5, PG. 5) 35.00' 35.00' R/W LINE 20.00' LIFT STATIO EASEMENT O.R.B. 551, PG. 740 O o N MO o jai p oz z _ v rn ,,, � a w �4 N 0 w zO O O 35.00' 35.00' R/W LINE LIMITS OF PLA S89049'06" 670.086' C/L NW 12TH STREET 35.00' (70.00' R/W) N89°49'06"E 740.08' PT #1087 35.00' LIMITS OF PL N89°49'0 "E 670.08' A k A k R/W LINE 83.04' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.04' PT #1056 PT #1057 10.00' LIFT STATION EASEMENT O.R.B. 551, PG. 740 rn rn rn rn rn rn rn rn rn I O M O M O M ® M O M © M O M ® M O M l O 1 0.286 ACRES f 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f o 0.286 ACRES f CD 1 I PT #1059 PT #1058 BLOCK I 83.036' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 83.036, vn `n 011 't � _w c� 0*� M M O O O O z 35.00' 35.00' D'r 441 nAg 1 N 759'49'2U" tS 6 /U.0 /2' O cn 3.036' I LIFT STATION TRACT 0.057 ACRES f o 63.00' L 15.00' ALLEY 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' L15.00' 63.00' ALLEY 83.036' PT #1067 S89°49'20"W 83.03' F- 11 N 12 N 13 N 14 N 15 N 16 N 17 pq N 18 N 19 N 20 0.229 ACRES f 0.217 ACRES f 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f o 0.217 ACRES f 0.217 ACRES f o 0.217 ACRES f 0.217 ACRES f 0.286 ACRES f o 0 M M M PT #1069 PT #1068 83.03' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' Al. 63.00' 83.03' PT #1089 R/W LINE NOT A PART OF THIS PLAT (A PORTION OF P.B. 5, PG. 5) LEVII In. ter FLAI S89" 49'34" W 6 /U.U6' C/L NW 11TH STREET (70.00' R/W) N89°49'34"E 740.06' NOT A PART OF THIS PLAT BLOCK 29 (A PORTION OF P.B. 5, PG. 5) P.B. 1, PG. 21 35.00' O a kn O -2, w �x N zw O o O 0 0 O k rn M � �4 a - N o z O O kn in o zo 0 O 35.00' 35.00' 35.00' PT #1088 R/W LINE NOT A PART OF THIS PLAT SHEET 2 OF 2 (A PORTION OF P.B. 5, PG. 5) R/W LINE R/W LINE PRM & PCP TABLE POINT ID NORTHING FASTING 1000 1062950.81 708970.28 1001 1062951.33 709120.28 1002 1062951.67 709220.28 1003 1062952.17 709362.82 1004 1062952.22 709377.82 1005 1062954.00 709890.48 1006 1062954.24 709960.48 1007 1062956.57 710630.61 1008 1062806.53 710631.06 1009 1062804.50 709960.94 1010 1062804.28 709890.94 1011 1062802.73 709378.32 1012 1062787.73 709378.37 1013 1062789.28 709890.99 1014 1062789.50 709960.99 1015 1062791.53 710631.11 1016 1062641.50 710631.56 1017 1062639.75 709961.45 1018 1062639.57 709891.45 1019 1062638.23 709378.86 1020 1062638.20 709363.86 1021 1062637.82 709221.33 1022 1062637.56 709121.33 1023 1062637.17 708971.27 1024 1062567.17 708971.49 1025 1062567.56 709121.57 1026 1062567.83 709221.57 1027 1062568.20 709364.10 1028 1062568.24 709379.10 1029 1062569.57 709891.67 1030 1062569.75 709961.67 1031 1062571.50 710631.77 1032 1062421.57 710632.23 1033 1062419.64 709962.13 1034 1062419.43 709892.13 1035 1062417.95 709379.59 1036 1062402.95 709379.64 1037 1062404.43 709892.18 1038 1062404.64 709962.18 1039 1062406.57 710632.27 1040 1 1062256.65 710632.73 1041 1062254.52 709962.65 1042 1062254.30 709892.65 1043 1062252.67 709380.14 1044 1062252.63 709365.14 1045 1062252.17 709222.63 1046 1 1062251.86 709122.63 1047 1062251.38 708972.49 1048 1062181.38 708972.71 1049 1062181.86 709122.86 1050 1062182.17 709222.86 1051 1062182.63 709365.37 1052 1062182.67 709380.37 1053 1062182.87 709442.87 1054 1062183.82 709742.86 1055 1062184.30 709892.86 1056 1062184.52 709962.86 1057 1062186.65 710632.94 1058 1062036.65 710633.40 1059 1062034.57 709963.33 1060 1062034.35 709893.33 1061 1062033.89 709743.34 1062 1062032.95 709443.36 1063 1062032.76 709380.87 1064 1062017.76 1 709380.92 1065 1062019.35 709893.37 1066 1062019.57 709963.37 1067 1062021.65 710633.44 1068 1061871.65 710633.89 1069 1061869.62 709963.84 1070 1061869.40 709893.84 1071 1061867.85 709381.42 1072 1061867.80 709366.42 1073 1061867.37 709223.94 1074 1061867.07 709123.92 1075 1061866.61 708973.70 1076 1062985.81 708970.17 1077 1062986.50 709170.16 1078 1062989.12 709925.37 1079 1062991.69 710665.50 1080 1062606.59 710666.67 1081 1062604.66 709926.56 1082 1062602.69 709171.45 1083 1062602.17 708971.38 1084 1062216.38 708972.60 1085 1062217.01 709172.74 1086 1062219.41 709927.75 1087 1062221.76 710667.83 1088 1061836.76 710669.00 1089 1061834.51 709928.95 1090 1061832.22 709174.03 1091 106,831.61 708973.81 PLAT PROPERTY INFORMATION REPORT OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY HB Title, Inc 2285 W. Eau Gallie Blvd Melbourne, FL 32935 Attention: Re: ORT # 23084197 This is to certify that we have searched the public records of Okeechobee County, Florida, through August 31, 2023 @ 5:00 p.m. to the extent the same are maintained in the Office of the Clerk of the Circuit Court, on the property described in the caption of the proposed plat of. To Be Determined and more particularly described in attached legal description and that said search reveals record title to said lands to be vested in David Michael Rubin and Okeechobee Lots LLC, a Florida limited liability company, as their interests may appear (as to Parcel A, Parcels 1 through 15); Okeechobee Lots, LLC, a Florida limited liability company, and David O. Hamrick and H.G. Culbreth, as Co -Trustees of that Trust under the Last Will and Testament of Richard Ellis Hamrick dated August 5, 1978, and Okeechobee County, a body corporate under the laws of the State of Florida, as their interest may appear (as to Parcel A Parcel 16) John B. Lashley, (as to Parcel B Parcels 1 through 8) Okeechobee County, a body corporate under the laws of the State of Florida, and David O. Hamrick and H.G. Culbreth, as Co -Trustees of that Trust under the Last Will and Testament of Richard Ellis Hamrick dated August 5, 1978, as their interest may appear, (as to Parcel B Parcel 9) by virtue of: 1. Warranty Deed from First Federated Savings Association of Florida to James D. Lashley and J. Delores Lashley, his wife, as to an undivided one-half interest, and John B. Lashley, a single man, as to an undivided one-half interest, recorded in O.R. Book 260, Page 701, Public Records of Okeechobee County, Florida. (as to Parcel B Parcels 2, 3, 6, and 8) 2. Personal Representative's Distributive Deed from David O. Hamrick and H.G. Culbreth, as the duly qualified and acting co -personal representatives of the estate of Richard Ellis Hamrick a/k/a R.E. Hamrick, deceased, to David O. Hamrick and H.G. Culbreth, as Co -Trustees of the Trust under the Last Will and Testament of Richard Ellis Hamrick dated August 5, 1978, recorded in O.R. Book 331, Page 1662, Public Records of Okeechobee County, Florida. (as to Parcels A Parcel 16 and B Parcel 9) 3. Quit Claim Deed from James D. Lashley and Deloris Lashley, husband and wife, to John B. Lashley, recorded in O.R. Book 565, Page 1654, Public Records of Okeechobee County, Florida. (as to Parcel B Parcels 1 through 8) 4. Clerk's Certificate of Title in favor of David Michael Rubin recorded in O.R. Book 807, Page 724, Public Records of Okeechobee County, Florida. (as to Parcel A Parcels 1 through 15) 5. Quit Claim Deed from David Michael Rubin to Okeechobee Lots LLC, a Florida limited liability company, recorded in O.R. Book 815, Page 663, Public Records of Okeechobee County, Florida. (as to Parcel A Parcels 1 through 15) 6. Quit Claim Deed from Insite Development Group Holdings, Inc, a dissolved Florida corporation, to Okeechobee Lots LLC, a Florida limited liability company, recorded in O.R. Book 815, Page 665, Public Records of Okeechobee County, Florida. (as to Parcel A Parcel 16) 7. Dedication to Okeechobee County contained on the plat of Town of Okeechobee, as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. (as to Parcels A Parcel 16 and B Parcel 9) Our search reveals the following encumbrances and/or exceptions to title which are not satisfied or released of record: 151 Southhall Lane Suite #250 Maitland FL 32751 Phone: 407-647-1915 Fax: 8. Dedications and other matters contained on the plat of Town of Okeechobee, as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. 9. Utility Easement and Resolution recorded in O.R. Book 229, Page 524, Public Records of Okeechobee County, Florida. (as to Parcel A Parcels 6 and 12) 10. Assignment of Certain Rights recorded in O.R. Book 302, Page 638, Public Records of Okeechobee County, Florida. (as to Parcel A) 11. Assignment of Development Rights recorded in O.R. Book 519, Page 117, Public Records of Okeechobee County, Florida. 12. Grant of Easement recorded in O.R. Book 551, Page 740, Public Records of Okeechobee County, Florida. (as to Parcel A Parcels 14 and 15) 13. Lift Pump Station contained in Corporate Warranty Deed recorded in O.R. Book 551, Page 737, as affected by Corrective Corporate Warranty Deed recorded in O.R. Book 601, Page 1773, Public Records of Okeechobee County, Florida. (as to Parcel A Parcels 14 and 15) 14. Easement recorded in O.R. Book 614, Page 242, Public Records of Okeechobee County, Florida. (as to Parcel A Parcels 10, 11, 12 and 13) 15. Covenants, conditions, right of reversion, easements, and other matters contained in Ordinance No. 971 recorded in O.R. Book 624, Page 871, Ordinance No. 1106 recorded in O.R. Book 739, Page 1895 and Ordinance No. 1106 recorded in O.R. Book 739, Page 1728, Public Records of Okeechobee County, Florida. (as to Parcel A) 16. Notice of Environmental Resource or Surface Water Management Permit recorded in O.R. Book 656, Page 957, Public Records of Okeechobee County, Florida. (as to Parcel A) 17. Assignment of Rights and Agreements Affecting Real Estate recorded in O.R. Book 726, Page 1970, Public Records of Okeechobee County, Florida. (as to Parcel A) NOTE: No open mortgage(s) were found of record. NOTE: Taxes for 2022 and previous years have been PAID. This certificate is issued solely for the purpose of complying with Section 177.041, Florida Statutes. This report is not title insurance. Pursuant to s. 627.7843, Florida Statutes, the maximum liability of the issuer of this property information report for errors or omissions in this property information report is limited to the amount paid for this property information report, and is further limited to the person(s) expressly identified by name in the property information report as the recipient(s) of the property information report. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Authorized Signatory EXHIBIT A PARCEL A: Parcel 1: Lots 1 through 13, Block 4, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 2: Lots 14 through 26, Block 4, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 3: Lots 1 through 13, Block 13, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 4: Lots 14, through 26, Block 13, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parel 5: Lots 1 through 10, Block 12, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 6: Lots 11 through 16, Block 12, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 7: Lots 17 through 26, Block 12, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 8: Lots 1 through 6. Block 11, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 9: Lots 1 through 6, Block 22, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 10: Lots 1, 2 and 3, Block 21, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 11: Lots 9 and 10, Block 21, LESS the East 32.50 feet of said Lot 9, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 12: Lots 11 through 16, Block 21, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 13: Lots 17 through 26, Block 21, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 14: Lots 1 through 13, Block 20, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 15: Lots 14 through 26, Block 20, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 16: All the Alleyways in Block 4, and all the Alleyways in Block 12, and all the Alleyways in Block 13, and all the Alleyways in Block 20, and all the Alleyways in Block 21, all in Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, of the Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10, and Plat Book 5, Page 5, of the Public Records of Okeechobee County, Florida. PARCEL B: Parcel 1: Lots 1, 2, 3, 4 and 5, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 2: Lots 6, 7, 8, 9 and 10, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 3: Lots 11, 12, and 13, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 4: Lots 14,15 and 16, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 5: Lots 17, 18, 19, 20 and 21, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 6: Lots 22, 23, 24, 25 and 26, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 7: Lots 1, 2 and 3, Block 6, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 8: Lots 4, 5, 6, Block 6, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 9: All the Alleyways in Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, of the Public Records of St. Lucie County, Florida, and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, of the Public Records of Okeechobee County, Florida. All of the above being more particularly described as follows: LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 4; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 5; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 6; LOTS 1 THROUGH 6, INCLUSIVE OF BLOCK 11; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 12; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 13; LOTS 1 THROUGH 26, INCLUSIVE OF BLOCK 20; LOTS 1, 2, 3, 9, AND LOTS 10 THROUGH 26, IN BLOCK 21; LESS THE EAST 32.5 FEET OF SAID LOT 9; LOTS 1 THROUGH 6, INCLUSIVE, BLOCK 22; ALL THE ABOVE BEING PART OF THE TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 AT PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. TOGETHER WITH: ALL THE ALLEYWAYS IN BLOCK 4, BLOCK 5, BLOCK 12, BLOCK 13, BLOCK 20, BLOCK 21, ALL IN TOWN OF OKEECHOBEE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. American Land Title Association Commitment for Title Insurance Issued By Old Republic National Title Insurance Company NOTICE IMPORTANT —READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOTAN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I —Requirements; Schedule B, Part II —Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Florida Corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I —Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. Issued through the Office of HB Title, Inc. OLD REPURLIC NATIONAL TITLE INSURANCE COMPANY 439 SamadAwnwe Saufh Maxquda, hdrrmesoo ?.?1 (612)371-TIiI Pr Authorized Signatory ORT Form 4690 FL 8-1-16 Ate{ ALTA Commitment for Title Insurance with Florida Modifications Presirient COMMITMENT CONDITIONS DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I —Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I —Requirements; (f) Schedule B, Part II —Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I —Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II —Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part (— Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL 8-1-16 ALTA Commitment for Title Insurance with Florida Modifications Page 2 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II —Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL 8-1-16 ALTA Commitment for Title Insurance with Florida Modifications Page 3 * Schedule A ALTA COMMITMENT File Number: 2022-15893 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 Transaction Identification Data for reference only. Issuing Agent: ALTA Universal ID: Commitment Number: HB Title, Inc. 1145328 2022-15893 2285 W. Eau Gallie Blvd. Melbourne, FL 32935 Issuing Office: Loan Number: Revision Number: W243600 Schedule A 1. Commitment Date: July 28, 2023 at 5:00 AM 2. Policy to be issued: a. OWNER'S: ALTA Owner's Policy (6/17/06). (WITH Florida Modifications): Proposed Insured: b. MORTGAGEE: ALTA Loan Policy (6/17/06). (WITH Florida Modifications): Proposed Insured: 3. The estate or interest in the Land described or referred to in this Commitment is Fee Simple. 4. Title to the estate or interest in the Land is at the Commitment Date vested in: John B. Lashley 5. The Land is described as follows: Issuing Office File Number: 2022-15893 Property Address: 8 Parcel and Address Multi Lots Okeechobee, FL 34974 Proposed Amount of Insurance: $550,000.00 Parcel 1: Lots 1, 2, 3, 4 and 5, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 2: Lots 6, 7, 8, 9 and 10, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 3: Lots 11, 12, and 13, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 4: Lots 14, 15 and 16, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 5: Lots 17, 18, 19, This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions. Old Republic National Title Insurance Company Authorized Signatory ORT Form 4690 FL A 8-1-16 Schedule A ALTA Commitment for Title Insurance with Florida Modifications * Schedule A ALTA COMMITMENT File Number: 2022-15893 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 20 and 21, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 6: Lots 22, 23, 24, 25 and 26, Block 5, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 7: Lots 1, 2 and 3, Block 6, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 8: Lots 4, 5, 6, Block 6, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-1 ALTA COMMITMENT Requirements All of the following Requirements must be met: File Number: 2022-15893 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. a. Duly authorized and executed Deed from John B Lashley vesting Fee Simple title in Holiday Builders, Inc.. NOTE: Deed to contain appropriate recitation of grantor's marital status together with appropriate and applicable release of homestead rights or recitation of non -applicability of homestead laws acceptable to Company. 5. Real estate taxes and municipal charges as follows: Payment Schedule: Annual Next Due Date: 00/00/0000 Parcel ID: 3-15-37-35-0010-00050-0060 6. Warranty Deed from John B. Lashley, joined by spouse if married, or include non -homestead language to the proposed insured. 7. Evidence satisfactory to the company must be furnished showing proof of the legal existence of Holiday Builders, Inc., a Florida corporation. 8. Provide a satisfactory Owner's Affidavit of Possession and No Liens. Said affidavit, when properly executed at closing by the seller(s) or mortgagor(s) herein will serve to delete the standard lien and possession exceptions for the policy(ies) to be issued. 9. NOTE: No open mortgage(s) were found of record. Agent must confirm with the owner that the property is free and clear. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-II ALTA COMMITMENT Exceptions File Number: 2022-15893 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments on the Land of existing improvements located on adjoining land. 3. Rights or claims of parties in possession. 4. Construction, Mechanic's, Contractors' or Materialmen's lien claims, if any, where no notice thereof appears of record. 5. Easements, or claims of easements, not recorded in the Public Records. 6. General or special taxes for the year 2023 and subsequent years. 7. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 8. Facts which would be disclosed by an accurate and comprehensive survey of the premises herein described. 9. Rights or claims of parties in possession. 10. Construction, Mechanic's, Contractors' or Materialmen's lien claims, if any, where no notice thereof appears of record. 11. Easements or claims of easements not shown by the public records. 12. General or special taxes and assessments required to be paid in the year 2022 and subsequent years. 13. Dedications and other matters contained on the plat of Town of Okeechobee, as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. 14. Any lien provided by County Ordinance or by Ch. 159, F.S., in favor of any city, town, village or port authority, for unpaid service charges for services by any water systems, sewer systems or gas systems serving the land described herein; and any lien for waste fees in favor of any county or municipality. Parcel 1: Taxes for 2021 are PAID - Gross amount of $125.41 - Tax ID No. 3-15-37-35-0010-00050-0010 This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-II ALTA COMMITMENT Exceptions File Number: 2022-15893 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 Parcel 2: Taxes for 2021 are PAID - Gross amount of $131.69 - Tax ID No. 3-15-37-35-0010-00050-0060 Parcel 3: Taxes for 2021 are PAID - Gross amount of $128.39 - Tax ID No. 3-15-37-35-0010-00050-0110 Parcel 4: Taxes for 2021 are PAID - Gross amount of $128.39 - Tax ID No. 3-15-37-35-0010-00050-0140 Parcel 5: Taxes for 2021 are PAID - Gross amount of $219.46 - Tax ID No. 3-15-37-35-0010-00050-0170 Parcel 6: Taxes for 2021 are PAID - Gross amount of $125.41 - Tax ID No. 3-15-37-35-0010-00050-0220 Parcel 7: Taxes for 2021 are PAID - Gross amount of $131.69 - Tax ID No. 3-15-37-35-0010-00060-0010 Parcel 8: Taxes for 2021 are PAID - Gross amount of $131.69 - Tax ID No. 3-15-37-35-0010-00060-0040 Note: The following is for informational purposes only and will not appear in the policy to be issued: The following deed(s) affecting the land described in Schedule A hereof cover a minimum twenty-four month period prior to the effective date of this commitment: O.R. Book 209, Page 685; O.R. Book 243, Page 138; O.R. Book 243, Page 139; O.R. Book 258, Page 716; O.R. Book 260, Page 701; O.R. Book 565, Page 1654 This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications American Land Title Association Commitment for Title Insurance Issued By Old Republic National Title Insurance Company NOTICE IMPORTANT —READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOTAN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I —Requirements; Schedule B, Part II —Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Florida Corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I —Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. Issued through the Office of HB Title, Inc. OLD REPURLIC NATIONAL TITLE INSURANCE COMPANY 439 SamadAwnwe Saufh Maxquda, hdrrmesoo ?.?1 (612)371-TIiI Pr Authorized Signatory ORT Form 4690 FL 8-1-16 Ate{ ALTA Commitment for Title Insurance with Florida Modifications Presirient COMMITMENT CONDITIONS DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I —Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I —Requirements; (f) Schedule B, Part II —Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I —Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II —Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part (— Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL 8-1-16 ALTA Commitment for Title Insurance with Florida Modifications Page 2 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II —Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL 8-1-16 ALTA Commitment for Title Insurance with Florida Modifications Page 3 y File Number: 2022-15892 r �k Loan Number: * Schedule A Old Republic National Title Insurance Company ALTA COMMITMENT 400 Second Avenue South Minneapolis, Minnesota 55401 Transaction Identification Data for reference only. Issuing Agent: ALTA Universal ID: Commitment Number: HB Title, Inc. 1145328 2022-15892 2285 W. Eau Gallie Blvd. Melbourne, FL 32935 Issuing Office: Loan Number: Revision Number: W243600 Schedule A 1. Commitment Date: July 28, 2023 at 10:00 PM 2. Policy to be issued: a. OWNER'S: ALTA Owner's Policy (6/17/06). (WITH Florida Modifications): Proposed Insured: b. MORTGAGEE: ALTA Loan Policy (6/17/06). (WITH Florida Modifications): Proposed Insured: 3. The estate or interest in the Land described or referred to in this Commitment is Fee Simple. 4. Title to the estate or interest in the Land is at the Commitment Date vested in: Issuing Office File Number: 2022-15892 Property Address: 15 Parcels , FL Proposed Amount of Insurance: $1,900,000.00 David Michael Rubin and Okeechobee Lots LLC, a Florida limited liability company, as their interests may appear 5. The Land is described as follows: Parcel 1: Lots 1 through 13, Block 4, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 2: Lots 13 through 26, Block 4, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. Old Republic National Title Insurance Company Authorized Signatory ORT Form 4690 FL A 8-1-16 Schedule A ALTA Commitment for Title Insurance with Florida Modifications File Number: 2022-15892 Loan Number: Schedule A Old Republic National Title Insurance Company ALTA COMMITMENT 400 Second Avenue South Minneapolis, Minnesota 55401 Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 3: Lots 1 through 13, Block 13, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 4: Lots 14, through 26, Block 13, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parel 5: Lots 1 through 10, Block 12, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 6: Lots 11 through 16, Block 12, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 7: Lots 17 through 26, Block 12, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 8: Lots 1 through 6. Block 11, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 9: Lots 1 through 6, Block 22, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 10: Lots 1, 2 and 3, Block 21, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications File Number: 2022-15892 Loan Number: Schedule A Old Republic National Title Insurance Company ALTA COMMITMENT 400 Second Avenue South Minneapolis, Minnesota 55401 Parcel11: Lots 9 and 10, Block 21, LESS the East 32.50 feet of said Lot 91 Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 12: Lots 11 through 16, Block 21, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 13: Lots 17 through 26, Block 21, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 14: Lots 1 through 13, Block 20, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. Parcel 15: Lots 14 through 26, Block 20, Town of Okeechobee, according to the map or plat thereof as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-1 ALTA COMMITMENT Requirements All of the following Requirements must be met: File Number: 2022-15892 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. a. Duly authorized and executed Deed from Okeechobee Lots LLC vesting Fee Simple title in Holiday Builders, Inc.. NOTE: Deed to contain appropriate recitation of grantor's marital status together with appropriate and applicable release of homestead rights or recitation of non -applicability of homestead laws acceptable to Company. 5. Real estate taxes and municipal charges as follows: Payment Schedule: Annual Next Due Date: 00/00/0000 Parcel ID: SEE NOTES FOR ADDRESS AND PARC 6. Deed from David Michael Rubin, joined by spouse if married, or include non -homestead language to Okeechobee Lots LLC, a Florida limited liability company to clear title due to the incorrect execution and acknowledgment contained in that certain Quit Claim Deed recorded in O.R. Book 815, Page 663, Public Records of Okeechobee County, Florida. 7. Warranty Deed from Okeechobee Lots LLC, a Florida limited liability company to the proposed insured. i) The agent must (1) Determine that Okeechobee Lots LLC is in good standing in the state of Florida; and (2) Establish that the person(s) executing the deed or mortgage to be issued are authorized by law to execute said instruments on behalf of the company. 8. Evidence satisfactory to the company must be furnished showing proof of the legal existence of Holiday Builders, Inc., a Florida corporation. 9. Obtain written authorization from the company to issue the commitment if the amount of the policy or policies to be issued exceeds your agency limits. 10. Provide a satisfactory Owner's Affidavit of Possession and No Liens. Said affidavit, when properly executed at closing by the seller(s) or mortgagor(s) herein will serve to delete the standard lien and possession exceptions for the policy(ies) to be issued. NOTE: No open mortgage(s) were found of record. Agent must confirm with the owner that the property is free and clear. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications * File Number: 2022-15892 # Loan Number: * Schedule 6-I � Old Republic National Title Insurance Company ALTA COMMITMENT 400 Second Avenue South Minneapolis, Minnesota 55401 Requirements This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-II ALTA COMMITMENT Exceptions File Number: 2022-15892 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments on the Land of existing improvements located on adjoining land. 3. Rights or claims of parties in possession. 4. Construction, Mechanic's, Contractors' or Materialmen's lien claims, if any, where no notice thereof appears of record. 5. Easements, or claims of easements, not recorded in the Public Records. 6. General or special taxes for the year 2023 and subsequent years. 7. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 8. Facts which would be disclosed by an accurate and comprehensive survey of the premises herein described. 9. Rights or claims of parties in possession. 10. Construction, Mechanic's, Contractors' or Materialmen's lien claims, if any, where no notice thereof appears of record. 11. Easements or claims of easements not shown by the public records. 12. General or special taxes and assessments required to be paid in the year 2022 and subsequent years. 13. Dedications and other matters contained on the plat of Town of Okeechobee, as recorded in Plat Book 2, Page 17, Public Records of St. Lucie County, Florida and recorded in Plat Book 1, Page 10 and Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. 14. Utility Easement and Resolution recorded in O.R. Book 229, Page 524, Public Records of Okeechobee County, Florida. (as to Parcels 6 and 12) 15. Assignment of Certain Rights recorded in O.R. Book 302, Page 638, Public Records of Okeechobee County, Florida. 16. Assignment of Development Rights recorded in O.R. Book 519, Page 117, Public Records of Okeechobee County, Florida. This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-II ALTA COMMITMENT Exceptions File Number: 2022-15892 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 17. Grant of Easement recorded in O.R. Book 551, Page 740, Public Records of Okeechobee County, Florida. (as to Parcels 14 and 15) 18. Lift Pump Station contained in Corporate Warranty Deed recorded in O.R. Book 551, Page 737, as affected by Corrective Corporate Warranty Deed recorded in O.R. Book 601, Page 1773, Public Records of Okeechobee County, Florida. (as to Parcels 14 and 15) 19. Easement recorded in O.R. Book 614, Page 242, Public Records of Okeechobee County, Florida. (as to Parcels 10, 11, 12 and 13) 20. Covenants, conditions, right of reversion and other matters contained in Ordinance No. 971 recorded in O.R. Book 624, Page 871, Ordinance No. 1106 recorded in O.R. Book 739, Page 1895 and Ordinance No. 1106 recorded in O.R. Book 739, Page 1728, Public Records of Okeechobee County, Florida. 21. Notice of Environmental Resource or Surface Water Management Permit recorded in O.R. Book 656, Page 957, Public Records of Okeechobee County, Florida. 22. Assignment of Rights and Agreements Affecting Real Estate recorded in O.R. Book 726, Page 1970, Public Records of Okeechobee County, Florida. 23. Any lien provided by County Ordinance or by Ch. 159, F.S., in favor of any city, town, village or port authority, for unpaid service charges for services by any water systems, sewer systems or gas systems serving the land described herein; and any lien for waste fees in favor of any county or municipality. Parcel 1: Taxes for 2021 are PAID - Gross amount of $326.08 - Tax ID No. 3-15-37-35-0010-00040-0010 Parcel 2: Taxes for 2021 are PAID - Gross amount of $326.08 - Tax ID No. 3-15-37-35-0010-00040-0140 Parcel 3: Taxes for 2021 are PAID - Gross amount of $560.17 - Tax ID No. 3-15-37-35-0010-00130-0010 Parcel 4: Taxes for 2021 are PAID - Gross amount of $560.17 - Tax ID No. 3-15-37-35-0010-00130-0140 Parcel 5: Taxes for 2021 are PAID - Gross amount of $428.49 - Tax ID No. 3-15-37-35-0010-00120-0010 Parcel 6: Taxes for 2021 are PAID - Gross amount of $330.63 - Tax ID No. 3-15-37-35-0010-00120-0110 Parcel 7: Taxes for 2021 are PAID - Gross amount of $749.84 - Tax ID No. 3-15-37-35-0010-00120-0170 Parcel 8: Taxes for 2021 are PAID - Gross amount of $460.88 - Tax ID No. 3-15-37-35-0010-00110-0010 Parcel 9: Taxes for 2021 are PAID - Gross amount of $460.88 - Tax ID No. 3-15-37-35-0010-00220-0010 Parcel 10: Taxes for 2021 are PAID - Gross amount of $219.46 - Tax ID No. 3-15-37-35-0010-00210-0010 Parcel 11: Taxes for 2021 are PAID - Gross amount of $91.44 - Tax ID No. 3-15-37-35-0010-00210-0100 Parcel 12: Taxes for 2021 are PAID - Gross amount of $330.63 - Tax ID No. 3-15-37-35-0010-00210-0110 Parcel 13: Taxes for 2021 are PAID - Gross amount of $522.55 - Tax ID No. 3-15-37-35-0010-00210-0170 This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications # �f * Schedule 6-II ALTA COMMITMENT Exceptions File Number: 2022-15892 Loan Number: Old Republic National Title Insurance Company 400 Second Avenue South Minneapolis, Minnesota 55401 Parcel 14: Taxes for 2021 are PAID - Gross amount of $654.23 - Tax ID No. 3-15-37-35-0010-00200-0010 Parcel 15: Taxes for 2021 are PAID - Gross amount of $654.23 - Tax ID No. 3-15-37-35-0010-00200-0140 Note: The following is for informational purposes only and will not appear in the policy to be issued: The following deed(s) affecting the land described in Schedule A hereof cover a minimum twenty-four month period prior to the effective date of this commitment: O.R. Book 807, Page 724; O.R. Book 815, Page 663 This page is only a part of a 2016 ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I — Requirements; and Schedule B, Part II — Exceptions. ORT Form 4690 FL B 18-1-16 Schedule B I ALTA Commitment for Title Insurance with Florida Modifications This instrument was prepared by and after recording return to: Sean M. Ellis, Esquire Roetzel & Andress, LPA 2320 First Street, Suite 1000 Fort Myers, FL 33901 (239) 337-3850 [Space Above This Line For Recording DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR MALLARD LANDING HOLIDAY BUILDERS, INC., a Florida corporation (hereinafter referred to as the "Declarant"), is the fee simple owner of the lands more particularly described on Exhibit "A" (the "Properties"). Declarant is the owner of the Properties, a residential planned development consisting of residential and other related facilities as shown on the Plat (the "Project"). For the purpose of enhancing and protecting the value, attractiveness and desirability of the residential units and remainder of the Project constituting such development, Declarant hereby declares that all of the Properties and each part thereof shall be held, sold and conveyed subject to the following easements, covenants, conditions and restrictions that shall constitute covenants running with the land and shall be binding on all parties having any right, title or interest in the Properties, or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof. 1. DEFINITIONS. References used in this Declaration and its recorded exhibits shall have the definitions set forth in Chapter 720, Florida Statutes (the "Act"), as it exists on the date of recording this Declaration. 1.1. "Architectural Planning Criteria" means and refers to any architectural planning criteria from time to time established by the Declarant or by the Board for the Properties governing the type, style, and other characteristics of improvements to be constructed within the Project. 1.2. "Architectural Reviewer" means and refers to the individual or committee empowered to implement and enforce the Architectural Planning Criteria. 1.3. "Association" means and refers to Mallard Landing of Okeechobee Homeowners' Association, Inc., a Florida non-profit corporation, its successors and assigns. 1.4. "Board" means and refers to the Board of Directors of the Association. 1.5. "Builder" means and refers to Holiday Builders, Inc., a Florida corporation, or any other Owner given the status of "Builder" by Declarant, subject to approval of all other Builders. 1.6. "Common Area" means and refers to all real and personal property (including the improvements thereto) now or hereafter owned, dedicated to, and/or maintained by the Association for the common use and enjoyment of the Owners. The Common Area includes, without limitation, the Surface Water Management System, all dedicated private easements and tracts as shown on the Plat or described in this Declaration, and corresponding infrastructure, all entrance area monuments and private sign easement, any recreational facilities, any private mail kiosk tract, all private open space, landscape easements, and all other areas of the Properties intended for the common use and enjoyment of the Owners. The Declarant and Page 1 of 40 410 NW 2nd SbvW EC Sumner En_gineering Consulting, Inc. okeet wim, FL34972 Agriculture, Civil, Land & Water Resources 863.763.9474 September 13, 2023 City of Okeechobee Attn: Patty Burnette, General Services Director (via email) RE: Mallard Landing 23-010 Technical Review Comments Ms. Burnette: Please let this letter serve as "in process" responses to the Technical Review comments provided on the Mallard Landing project, including additional comments received by staff during the Technical Review Committee meeting. Many of the construction plan comments are still being addressed, and "final" construction drawings will be submitted as soon as they are available. Our responses below include a general status of where we are in that process. For clarity, I have repeated the comments in italics, with our response provided in bold. In addition, this letter contains Statements in accord with Section 86-71 (1), as required in the Preliminary Plat checklist. Please see page 4 for the requested statements. PLAT COMMENTS All plat comments have been addressed, and the revised Preliminary Plat and other supporting documents are included in this submittal. CONSTRUCTION PLAN COMMENTS (from Morris Depew) Comment 1: Provide detectable warning strips for proposed sidewalks. Response: Agreed. Detectable warning strips will be added to the design drawings in accordance with City, FDOT or other appropriate standards. Comment 2: Sidewalk locations should be based on City of Okeechobee Typical Rural (Non -Guttered) Section adjacent to right of way (Appendix E Chapter 11 — Construction Standards and Details). Response: Agreed. The plans are being modified to relocate the sidewalk to 1' from the right-of-way line per the standard detail referenced. Revisions to the swale configurations, in both plan and cross- section views, are also underway. The applicant requests that Certificates of Occupancy (COs) be predicated upon construction of sidewalks — i.e. sidewalks should be constructed concurrent with house construction. This will avoid damage to sidewalks during house construction, and ensure proper placement of a thickened sidewalk section at each driveway per City requirements. Comment 3: Common detention areas for subdivision should be depicted as "general purpose areas" outside of the proposed lots on the plat. Response: The language on the plat has been modified as requested. Previous discussions with City staff have included an agreement in principle that the stormwater detention areas will be maintained by the City. The rationale for this agreement is that public (City) road rights of way will provide all drainage conveyance from the area, and so common maintenance seems warranted. Comment 4: Label lots and tracts on Lot Geometry plan as depicted on the proposed plat. The plat and Lot Geometry Plan labels do not match. Response: Agreed. Once the plat document has been finalized to take into account all TRC comments, we will revise the Lot Geometry Plan accordingly. General note regarding comments 5 through 11: Since the submittal of the preliminary plat document and construction plans, we have been able to receive more accurate locations of existing water and wastewater facilities form OUA, and are continuing to develop as accurate information as possible in that regard. Our future plan submittal will reflect that information. Comment 5: Provide horizontal dimensions between proposed water and sewer mains from existing and proposed mains. Response: Agreed. Horizontal separation between water and sewer mains (proposed and existing) will be added to the drawings, meeting Okeechobee Utility Authority (OUA) and Florida Department of Environmental Protection (FDEP) standard separation requirements. Comment 6: Provide for Fire Hydrant locations. Response: Hydrant locations will be added to the utility drawings, at a maximum spacing of SW as the hose lays. We are also adding surveyed locations of three existing hydrants within the project area. Comment 7: Due to numerous conflicts of storm pipes, water and sewer mains, provide plan and profile plans for proposed water and sewer main. Response: Full plan and profile utility drawings are being prepared. Comment 8: Provide locations of proposed water service laterals and sewer service laterals to the right of way limits. Response: Water service and sewer service laterals are being added to the drawings per OUA standard drawings and specification. Comment 9: Provide proposed lot numbers on utility plans matching the proposed plat numbers to allow for better reference of water and sewer service locations. Response: Lot numbers matching those in the Plat will be included in plan view of the utility drawings as requested. Comment 10: Prior to construction commencement, provide a sewage collection/transmission system construction permit from Florida Department of Environmental Protection and approval from local sewer authority. Response: Agreed. Appropriate FDEP applications will be signed by OUA and submitted to FDEP. Permits will be provided to City staff prior to construction. 2 1 Pa g e Comment 11: Prior to construction commencement, provide a water main extension construction permit from Florida Department of Environmental Protection and approval from local water authority. Response: Agreed. Appropriate FDEP applications will be signed by OUA and submitted to FDEP. Permits will be provided to City staff prior to construction. Comment 12: Provide for typical driveway design with culverts for future driveways (see also Chapter 46 Article 2) Include calculations for typical driveway culvert size. Response: Agreed. Typical driveway culvert configurations, including culvert size with appropriate calculations, will be provided. Comment 13: Provide Fire Hydrant locations not more than 500 feet as the fire hose lays. Response: Agreed. Please see response to Comment 6, above. Comment 14: Provide correspondence from Fire Marshall that the location and number of fire hydrants as proposed are sufficient for the development. Response: Agreed. We will provide a draft of the proposed hydrant layout to the City Fire Marshall for review and comment prior to finalizing. Comment 15: Please provide additional spot elevations of proposed roadside ditches and intersection edge of pavements. Response: Additional spot grades are being added to the drawings as requested and may be supplemented with a typical intersection grading detail. Comment 16: Please provide additional information for the discharge and flow direction of runoff that sheet flows east of the centerline of NW 3RoAve and south of the centerline of NW 11tnStreet. Response: Existing and proposed routing of off -site flows will be documented in the updated design drawings. Comment 17. Please provide additional signage and striping design to Department of Public Works for approval prior to construction. Remote note 2 from sheet D.1.1 requiring the contractor to provide. The Engineer of Record is to provide Signage and Striping Details. Also, include speed limit and directional street name signs. Response: Understood — formal signing and striping plans will be included in the full construction drawing submittal, removing note 2 from Sheet D1.1. Note that the crosswalk configurations currently shown will be modified somewhat to account for the sidewalk revisions discussed in Comment 2, above. Stop and directional street signs will be added to the drawings. We request that the City provide speed limit criteria for the development for inclusion in the drawings. Comment 18: Please provide radius of proposed cul-de-sac. Response: The plans are being revised to accommodate a cul-de-sac radius of 36 feet, as required. ADDITIONAL CONSTRUCTION PLAN COMMENTS (from TRO Comment. Please revise grading and drainage plans to remove the proposed stormawater piping in the alley of Block 5. Response: Agreed. Road grading has been modified and the proposed stormwater pipe within the alley of Block 5 has been eliminated form the project design. 31 P age "STATEMENTS IN ACCORD WITH SECTION 86-71 (1)" (1) General subdivision information shall describe or outline the existing conditions of the site, including general information on drainage and topography, and the proposed development as necessary to supplement the drawings required in this division. This information may include, but is not necessarily limited to, data on existing covenants, land characteristics, and available community facilities and utilities, and information describing the subdivision proposal such as number of residential lots, typical width and depth, price range, business areas, other public areas, proposed restrictive covenants, and proposed utilities and street improvements. The proposed Mallard Landing Subdivision is a Blocks 4, 5, 6, 11, 12, 13, 20, 21 and 22 of the City of Okeechobee. The project includes: • Developer build -out of the City roads within existing rights of way (NW 11th, 12th and 13t' Streets, NW 3'd, 51n and 7tn Avenues), including road paving, swales and sidewalks • Extension of OUA water and wastewater utilities to serve the proposed homes • Construction of a stormwater management system, including stormwater ponds (to be owned by the City) on the north half of Blocks 4 and 5, discharging to the City Limit Ditch • Donation of the previously closed alleys in Blocks 4, 12, 13, 20 and 21 back to the City The subject property is partly developed, including four existing single-family homes, and partial development of road beds and swales within the City rights -of -way and sill within the lot areas. There are existing CILIA facilities (including water and sewer lines, as well as an existing lift station, within and/or immediately adjacent to the subject property. The property is bounded on the north by the City Limit Ditch, and the existing property generally drains north to that facility. The project will consist entirely of single-family residential units (103) within the existing RSF-1 and RMF zoning districts. Lot widths vary from 57.25' to 102.6' in width, with lot depths ranging from 130' to 150'. Lot arrangements will be standard or zero -lot -line per the requirements of the City Land Development Regulations. Thank you for your continued assistance with this project. We look forward to the upcoming City Council hearing on our application, and working with the City in developing this quality residential project. Sincerely, Sumner Engineering & Consulting, Inc. Jeffrey M Sumner, PE President 41 the Board have the power to designate which areas of the Properties are Common Areas from time to time. The Common Areas shall be owned and/or maintained by the Association, unless dedicated, accepted and/or maintained by the County for the common use and enjoyment of the Owners, in accordance with the purposes for which they are intended, but no such use and enjoyment shall hinder, diminish, destroy, or encroach upon the lawful rights of the Owners. Notwithstanding the generality of the foregoing, pursuant to the Plat, the roadways serving the Lots are public rights -of -way dedicated to the County on the Plat. Such rights -of -way will be maintained by the County, and therefore are not considered a Common Area, unless the County refuses to accept such dedication, and the roadway tracts are conveyed in fee simple to the Association. 1.7. "Coun " means and refers to Okeechobee County, Florida. 1.8. "Declarant" means and refers to HOLIDAY BUILDERS, INC., a Florida corporation. Whenever this term is used in this Declaration, the Articles or Bylaws of the Association, it shall always be deemed to include any successor in interest to the Declarant's rights and obligations, provided that such is evidenced by a written instrument and recorded in the Public Records of the County. Any or all of the Declarant's rights and obligations may be assigned, in whole or in part, from time to time, to other parties. The Declarant may allow other parties to exercise, on a one-time or limited basis, any Declarant rights without transferring or relinquishing all of such rights, and in such case, a recorded instrument shall not be required. Unless otherwise provided in a written assignment, the assignment of all of the Declarant's rights and obligations shall not result in the Declarant relinquishing its rights with respect to the real property it owns, nor being relieved of its obligations that accrued as of such date. The Declarant shall not be liable for acts or omissions made by or on behalf of a successor Declarant. 1.9. "Declaration" means and refers to this Declaration of Covenants, Conditions and Restrictions. 1.10. "Governing Documents" means and refers to this Declaration, and the Articles of Incorporation, Bylaws, any Rules and Regulations, and any Architectural Planning Criteria. In the event of a conflict in the interpretation of the Governing Documents, they shall be applied in the order of priority stated above. 1.11. "Guest" means and refers to any person who is physically present in or occupies a home on a temporary basis at the invitation of the Owner or other legally permitted occupant, without the payment of consideration. 1.12. "Institutional Mortgagee" means and refers to the mortgagee or assignee of a mortgage against a Lot or other portion of the Properties, which mortgagee or assignee is a bank, savings and loan association, mortgage company, real estate or mortgage investment trust, pension or profit sharing trust, the Federal Housing Administration, the Veterans Administration, any agency of the United States of America, or any other public or private corporation engaged in the business of guaranteeing or insuring first mortgage loans, and their successors and assigns. An "Institutional Mortgage" is a mortgage held by an Institutional Mortgagee encumbering any such property. 1.13. "Lease" means and refers to the occupancy of the Lot by any person other than the Owner, whether pursuant to verbal or written agreement, where said occupancy by the non -owner involves consideration (the payment of money, the exchange of goods or services, or any other exchange of value), and shall specifically include, but not be limited to, arrangements such as those facilitated by Airbnb, FlipKey, VRBO, HomeAway, and similar companies or organizations regardless of whether the arrangements are classified as a rental, a license, or anything other than a lease. Page 2 of 40 1.14. "Lot" or "Lots" means and refers to one or more of the platted parcels of land into that the Project has been subdivided according to the Plat, upon each of which a home has been or will be constructed. Wherever herein the term "Lot" or is used, it shall be interpreted as if followed by the words "and home constructed thereon" except where the context clearly requires otherwise. 1.15. "Member" means and refers to all persons who are members of the Association as provided in this Declaration, and in the Articles of Incorporation and Bylaws of the Association. 1.16. "Occupant" means and refers to any person who is physically present in the home for one or more nights, including staying overnight. "Occupy" means the act of being an occupant. 1.17. "Owner" or "Owners" means and refers to any person or persons, entity or entities, who are the record owner(s) of a recorded fee simple interest in and to any Lot or home in the Properties. The Declarant is an Owner, so long as it owns any Lots. 1.18. "Permit" or "Permits" means and refers to one or more of the zoning, land use, development, water management, wetlands and other approvals, permits, orders, consents and the like issued by Okeechobee County, the Florida Department of Environmental Protection ("FDEP"), the South Florida Water Management District ("SFWMD"), the State of Florida or any agency thereof or any other governmental authority relating in any manner to the Properties and Project and the use, development, and occupancy thereof. 1.19. "Plat" means and refers to the subdivision plat or plats of the Properties, as recorded in the Public Records of Okeechobee County, Florida. 1.20. "Properties" means and refers to all the real property that is subject to this Declaration, as described on Exhibit "A". 1.21. "Rules and Regulations" means and refers to any rules and regulations governing use of the Properties or Lots, and procedures for administering the Association and the Properties, as adopted, amended, or rescinded by the Board from time to time. 1.22. "Sales Center" means and refers to any area and facilities located or to be located within the Properties and to be used by the Declarant or a Builder for the marketing of Lots and/or homes. 1.23. "Surface Water Management System" means and refers to the surface water management system serving the Properties, including without limitation all Conservation Easements, if any, berms, drainage easements, lakes, lake maintenance easements, wetland and other preserve areas and all water management, drainage and related facilities and infrastructure located on, over, under and across the same or otherwise comprising a portion of the drainage system serving the Properties. The "Surface Water Management System" also means a system that is designed and constructed or implemented to control discharges necessitated by rainfall events, incorporating methods to (i) collect, convey, store, absorb, inhibit, treat, use, or reuse water; or (ii) prevent or reduce flooding, over -drainage, environmental degradation, and water pollution, or otherwise affect the quantity and quality of discharges from the system as permitted pursuant to the Florida Administrative Code. 1.24. "Turnover Date" has the meaning given to it in Section 11.1 of this Declaration. 1.25. "Voting Interest" means and refers to the voting rights of Members of the Association who are entitled to cast votes in Association affairs, as set forth in Section 2.5 below. Page 3 of 40 2. ASSOCIATION; MEMBERSHIP; VOTING RIGHTS. The Association shall be responsible for administration and management of the Properties, including without limitation the maintenance, repair, replacement, and operation of all Common Areas. The Association shall perform its functions pursuant to the following: 2.1. Articles of Incorporation. A copy of the Articles of Incorporation of the Association is attached as Exhibit "B". 2.2. Bylaws. The initial Bylaws of the Association shall be the Bylaws as attached as Exhibit "C". 2.3. Delegation of Management. The Association may contract with a management agent to assist the Association in carrying out its powers and duties by performing such functions as, without limitation, submission of proposals, collection of assessments, keeping of records, and enforcement of covenants and rules, with funds made available by the Association for such purposes. The Association and its officers shall, however, retain at all times the powers and duties provided in the Governing Documents. 2.4. Membership. Every person or entity who is a record Owner of a fee interest in any Lot located upon the Properties shall be a Member, except that if a Lot is subject to an agreement for deed, the purchaser in possession shall be considered the Owner for purposes of determining voting and use rights. Membership shall be appurtenant to, run with, and may not be separated from, the real property interest upon which membership is based. 2.5. Voting Interests. The Members of the Association are entitled to one (1) vote for each Lot owned by them. The vote of a Lot is not divisible. The right to vote may be denied because of delinquent assessments. If a Lot is owned by one natural person, his right to vote shall be established by the record title. If a Lot is owned jointly by two or more natural persons who are not acting as trustees, that Lot's vote may be cast by any one of the record Owners. If two or more Owners of a Lot do not agree among themselves how their one vote shall be cast, that vote may not be counted for any purpose. If the Owner of a Lot is not a natural person or is a trustee, the vote of that Lot shall be cast by any officer, director, partner, or trustee, as the case may be. 2.6. Approval or Disapproval of Matters. Whenever the decision or approval of the Owner of a Lot is required upon any matter, whether or not the subject of an Association meeting, such decision or approval may be expressed by any person who could cast the vote of such Lot as provided in Paragraph 2.5 above if present in person at an Association meeting, unless the joinder of all record Owners is specifically required. 2.7. Termination of Membership. The termination of membership in the Association does not relieve or release any former Member from any liability or obligation incurred under or in any way connected with the Association during the period of his membership, nor does it impair any rights or remedies that the Association may have against any former owner or member arising out of or in any way connected with such ownership and membership and the covenants and obligations incident thereto. 2.8. Association As Owner of Lots. The Association has the power to purchase Lots and to acquire and hold, lease, mortgage, and convey them, subject to the approval of a majority of the Board. 2.9. Membership Roster. The Association shall maintain a current roster of names and mailing addresses of Owners and primary Occupants. A copy of the up-to-date roster shall be available to any Owner upon request. Page 4 of 40 2.10. Board of Directors. Except as otherwise specifically provided by law or by the Governing Documents, the Association shall act through its Board of Directors and its officers, and no vote of the Members shall be required. The Officers and Directors of the Association have a fiduciary relationship to the Members. 2.11. Powers and Duties. The powers and duties of the Association include those set forth in this Declaration, the Articles of Incorporation, and the Bylaws, and those provided in Chapters 617 and 720, Florida Statutes, as applicable, to the extent not inconsistent with the foregoing documents, and shall without limitation specifically include the following: (A) The Association shall have the power to acquire, purchase, own, sell, and convey property, including, without limitation, the Common Areas. (B) The Association shall have the power and responsibility to operate, repair and maintain the Common Areas, including the Surface Water Management System, as set forth in this Declaration, as the same are permitted pursuant to the Permits and by the governmental authorities that have issued the Permits, from time to time. The Association shall pay the cost of discharging the above responsibilities. (C) The Association shall have the power and authority to establish Rules and Regulations from time to time, as more particularly set forth herein or in the Articles of Incorporation and Bylaws. (D) The Association shall have the power and authority to assess Members as hereinafter described and to enforce such assessments as hereinafter described. (E) The Association shall have the power to contract for services to provide for the operation and maintenance responsibilities of the Association and the other duties and obligations of the Association. (F) The Association shall have the power to contract and to sue and be sued. (G) The Association shall have all other powers necessary to effectuate the purposes for which it is formed and to perform its duties and obligations, as such purposes, duties and obligations are defined and described in this Declaration and the other Governing Documents. (H) The Association shall have the power and duty to maintain certain portions of the Lots, as may be more particularly described herein. (I) The Association shall be responsible for paying the cost of performing its duties and obligations under this Declaration and shall have the power to assess the Owners therefor. (J) In the event any of the Common Area shall be conveyed to the Association, the Association shall provide for the maintenance and protection of the Common Area for the Association and the benefit of the Owners; provided, however, that the Association shall also provide for the maintenance and protection of all other Common Areas as well. 3. COVENANT FOR ANNUAL AND SPECIAL ASSESSMENTS. 3.1. Creation of Lien and Personal Obligation for Assessments. Subject to the limitations of Section 3.3 below, the Declarant, for each Lot within the Properties, hereby covenants, and Page 5 of 40 each subsequent Owner of any Lot (including any purchaser at a judicial sale), by acceptance of a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay to the Association: (A) The Lot's prorata share of annual assessments based on the annual budget adopted by the Association; and (B) The Lot's prorata share of special assessments not provided for by annual assessments; and (C) Any charges against less than all of the Lots ("Individual Lot Assessment") where specifically authorized in this Declaration or the Bylaws and levied against the Lot. (D) If adopted by the Board or required by the Declarant in connection with Lot sales, upon the transfer of any Lot (excluding transfer from the Declarant to a Builder), the buyer shall pay at closing to the Association a capital contribution in the amount equal to such amount as is adopted by the Board of Directors from time to time. Said capital contribution shall be a onetime contribution to the working capital fund of the Association and in no way shall be treated as a prepayment of Assessments charged to that Lot. Without limitation, such funds may be used by the Declarant or the Association as additional working capital, to pay expenses of the Association, may be expended for capital improvements to the Common Area, and may be used to purchase personal property for use by the Association or the Owners. Assessments shall be established and collected as provided herein and in the Bylaws. The annual and special assessments and charges, including any Individual Lot Assessment, together with interest, costs, and reasonable attorney's fees shall bind each Lot against which they are levied, the Owner of the Lot, and the Owner's heirs, devisees, personal representatives, successors and assigns. In any conveyance of title, voluntary or otherwise, the transferee shall be jointly and severally liable with the transferor for all unpaid assessments coming due prior to the time of such conveyance, without prejudice to the rights of the transferee to recover from the transferor the amounts paid by the transferee therefor. The assessments levied by the Association shall be used to promote the recreation, health, safety and welfare of the residents of the Properties; for the improvement, maintenance, repair, protection, and operation of the Common Area, and for the carrying out of the other responsibilities and obligations of the Association. 3.2. Share of Assessments. Except as otherwise provided below, each Lot and the Owner thereof shall be liable for an equal share of all annual and special assessments, such share being a fraction of the whole, the numerator being the number "one" and the denominator being the total number of Lots within the Properties as to which Lot assessments have commenced. 3.3. Commencement and Collection of Annual and Special Assessments. The assessments provided for herein shall commence as to each Lot as of the date of conveyance of the Lot to an Owner other than Declarant. No Lot shall be or become subject to or required to pay the assessments provided for hereunder until such time as it has been conveyed by the Declarant to the first Owner other than Declarant, which shall be prorated accordingly. The Board shall fix the amount of any annual or special assessment against each Lot and shall fix the dates such amounts become due. Annual assessments shall be due and payable quarterly (unless the Board establishes otherwise) in advance. The Association shall, on demand, and for a reasonable charge, furnish a certificate signed by an officer of the Association setting forth whether all assessments against the specific Lot have been paid. Page 6 of 40 3.4. Establishment of Liens. Any and all assessments and charges levied by the Association in accordance with the provisions of this Declaration or any of the Governing Documents, together with interest at the highest rate allowed by law, and collections costs and reasonable attorneys' fees (including, but not limited to attorneys' fees and costs related to a mortgage foreclosure or affecting the Lot or bankruptcy of an Owner) are hereby declared to be a charge and continuing lien upon the Lot against which each such assessment or charge is made, and shall also be the personal obligation of the Owner of each Lot assessed. This lien shall relate back to the date of recording of this Declaration and shall be superior to all rights and interest of others acquired after that date, except to the extent otherwise expressly set forth herein. This lien shall be superior to any homestead rights the Owner may acquire. No Owner may exempt himself from personal liability for assessments and charges, or release the Lot owned by him from the liens and charges hereof, by waiver of his rights, or by abandonment of his Lot. Said lien shall be perfected upon the recording in the Public Records of Okeechobee County, Florida, of a Claim of Lien by the Association, setting forth the amount and due date of each unpaid assessment as of the date the Claim of Lien is recorded. A Claim of Lien shall secure payment of all assessments and charges due at the time of recording (including interest, costs and attorney's fees as provided above), as well as all assessments, and charges, late fees, interest, costs and attorneys' fees, coming due subsequently, until the Claim is satisfied, or a final judgment of foreclosure obtained. Upon full payment of all sums secured by that Claim of Lien, the party making payment is entitled to a satisfaction in recordable form. 3.5. Priority of Liens. The foregoing notwithstanding, unless provided to the contrary in the Act, the Association's lien for unpaid assessments shall be subordinate and inferior to the lien of all taxes and other levies that by law would be superior thereto. Except for the Association's claims and rights under the Act that shall be superior to the rights of a First Institutional Mortgagee under an Institutional Mortgage, that claims and rights include, without limitation, an Institutional Mortgagee's obligation to pay to the Association unpaid assessments, interest, late fees, attorneys' fees and costs, including attorneys' fees and costs related to a mortgage foreclosure affecting the Lot or bankruptcy of the Owner, and otherwise to the maximum extent set forth in the Act, the Association's lien shall be subordinate and inferior to the lien of any recorded Institutional Mortgage, unless the Association's Claim of Lien was recorded prior to the Institutional Mortgage, but the Association's lien shall be superior to, and take priority over, any other mortgage or lien regardless of when recorded. The Association's lien is effective from and shall relate back to the date that the Declaration was originally recorded. Any lease of a Lot shall be subordinate and inferior to the lien and any Claim of Lien of the Association, regardless of when the lease was executed. A mortgagee in possession, a receiver, a purchaser at a foreclosure sale or other judicial sale, or a mortgagee that has acquired title by deed in lieu of foreclosure, and all persons claiming by, through or under such purchaser or mortgagee, shall hold title subject to the liability and lien of any assessment or charge coming due after taking title. Any unpaid assessment or charge that cannot be collected by reason of the provisions of this Section shall be treated as a special assessment divided equally among, payable by, and assessed against all Lots, including the Lot as to which the foreclosure (or conveyance in lieu of foreclosure) took place. 3.6. Collection of Assessments. If any Owner fails to pay any assessment, charge, or installment thereof, within ten (10) days after the same becomes due, then the Association shall have any or all of the following remedies, to the extent permitted by law, which remedies are cumulative and are not in lieu of, but are in addition to, all other remedies available to the Association: (A) To charge interest on such assessment or charge, from the date it becomes due until paid, at the highest rate allowed by law, as well as to impose a late payment penalty of Twenty - Five Dollars ($25.00). A late fee is not subject to the provisions of Chapter 687, F. S. and is not a fine. Page 7 of 40 (B) To accelerate the due date for the entire remaining unpaid amount of the annual assessment and any special assessment against the Owner's Lot for the remainder of the calendar year notwithstanding any provisions for the payment thereof in installments. (C) To file an action in equity to foreclose its lien. The lien may be foreclosed by an action in the name of the Association in the same manner as provided in Section 720.3085 of the Act, as amended from time to time. (D) To bring an action at law for a money judgment against the Owner without waiving any foreclosure rights of the Association. (E) If an Owner is delinquent for more than ninety (90) days in paying any monetary obligation due to the Association, to levy reasonable fines, or may suspend the Owner's right to use common areas or common facilities until the monetary obligation is paid, except for that which must be used to access the Lot, utility services or parking. Any such fines or suspension shall be imposed in accordance with the requirements of the Act. (F) If an Owner is delinquent for more than ninety (90) days in paying any monetary obligation due to the Association, to suspend the voting rights of the Member until the monetary obligation is paid. Any such suspension shall be imposed in accordance with the Act. (G) As an additional right and remedy of the Association, upon default in the payment of Assessments as aforesaid and after thirty (30) days' prior written notice to the applicable Owner and the recording of a claim of lien, the Association may declare the Assessment installments due for the remainder of the budget year in which the claim of lien was filed to be accelerated and immediately due and payable. (H) If a Lot is occupied by a tenant and the Owner is delinquent in paying any obligation due to the Association, the Association may make written demand on the tenant to pay directly to the Association the future monetary obligations related to the Lot, and the tenant must make such payment. Such demand shall be continuing in nature and the tenant must continue to pay the monetary obligations until the Association releases the tenant or the tenant discontinues its tenancy, provided that the tenant shall not be liable for any increase in monetary obligations due unless the tenant was notified in writing of the increase at least ten (10) days before the date on which rent is due. If the tenant fails to make such payment the Association may sue for eviction under Sections 83.59-83.625, Florida Statutes, as if the Association were a landlord thereunder, however, the Association is not otherwise considered a landlord under Chapter 83 of the Florida Statutes and shall have no duties thereunder. 3.7. Certificate. The Association shall, within fifteen (15) days of request for same, furnish to any Owner liable for assessments, purchaser of a Lot, or actual or proposed mortgagee of a Lot, a certificate in writing signed by an officer of the Association, setting forth whether all assessments and charges have been paid. Except with respect to an Owner of the Lot holding title to a Lot when a certificate is furnished, such certificate shall be conclusive evidence of payment of any assessment and charges therein stated to have been paid. 3.8. Declarant Subsidy. Notwithstanding any provision of this Declaration or the Association's Articles or Bylaws to the contrary, until the Turnover Date (as defined in Section 11.1 hereof) or earlier termination as provided in this Section, the Declarant shall not be obligated for, nor subject to, any annual, special or other assessment for any Lot that it may own, provided the Declarant shall be responsible for paying the difference between the Association's expenses of operation and revenues received by the Association from annual and special assessments levied against any Lots and all other Page 8 of 40 income to the Association or sources of revenue. Such difference, herein called the "deficiency," shall not include any reserve for replacements, operating reserves, depreciation reserves, capital expenditures or special assessments. The Declarant has not created any reserve funds under Chapter 720 and does not intend to create any statutory reserve accounts. The Declarant may at any time give a written termination notice to the Association terminating its responsibility for the deficiency and waiving its right to exclusion from annual assessments. Upon giving such notice and, in any event, on and as of the Turnover Date, the Declarant and each Lot owned by it shall thereafter be subject to assessment (prorated as to the remainder of the year, if applicable) in the same manner as all other Members as set forth in this Article and no longer liable for the "deficiency". In any event, upon the transfer of the last Lot owned by the Declarant, the Declarant shall not be obligated for the "deficiency." 4. ARCHITECTURAL AND AESTHETIC CONTROL. 4.1. Necessity of Architectural Review and Approval. No Owner shall make or permit the making of any alterations or additions to his Lot or the Common Area, or in any manner change the exterior appearance of any portion of the home, without first obtaining the written approval of the Architectural Reviewer, which approval may be denied if the Architectural Reviewer determines that the proposed modifications or alterations would adversely affect, or in any manner be detrimental to the Project in part or in whole. Any glass, screen, curtain, blind, shutter, awning, or other modifications, additions or installations that may be installed where visible from outside the home, are subject to regulation by the Architectural Reviewer. The installation of hurricane shutters shall be subject to regulation by the Architectural Reviewer. No Owner may alter the landscaping of the Common Area in any way without prior approval of the Architectural Reviewer. 4.2. Architectural Review. The architectural review and control functions of the Association shall be administered and performed by the Architectural Reviewer. Until the Turnover Date, the Declarant shall be the Architectural Reviewer and shall have the exclusive right to exercise architectural review under this Section. Declarant may delegate its reserved rights hereunder to any entity, including the Board of Directors or an Architectural Review Committee appointed by the Board of Directors, in which case the delegate shall be deemed the Architectural Reviewer. 4.3. Powers and Duties of Architectural Reviewer. The Architectural Reviewer shall have the following powers and duties: (A) To enact modifications and/or amendments to Architectural Planning Criteria. Any modification or amendment to Architectural Planning Criteria shall be consistent with the provisions of this Declaration. Notice of any modification or amendment to Architectural Planning Criteria, including a verbatim copy of such change or modification, shall be delivered to each member of the Association; provided that the delivery of a copy of the modification or amendment to Architectural Planning Criteria shall not constitute a condition precedent to the effectiveness or validity of such change or modification. (B) To require submission of one (1) complete set of all plans and specifications for any improvement or structure of any kind, including without limitation, any building, fence, wall, sign, site paving, grading, parking and building additions, alteration, screen enclosure, sewer, drain, disposal system, decorative building, landscaping, landscape device or object or other improvement, the construction of placement of which is proposed upon any Lot or portion of the Properties, together with a copy of any required governmental permits. The Architectural Reviewer may also require submission of samples of building materials and colors proposed for use on any Lot or the Properties and may require such additional information as reasonably may be necessary for the Architectural Reviewer to completely evaluate the proposed structure or improvement in accordance with this Declaration and the Architectural Page 9 of 40 Planning Criteria. Reviews shall be coordinated with required governmental approvals. The Architectural Reviewer shall have thirty (30) days to respond once a complete set of plans and specifications have been submitted. Failure to respond within said thirty (30) days shall be deemed an approval. (C) To approve or disapprove any improvement or structure of any kind, including without limitation, any building, fence, wall, sign, site paving, grading, pools, parking and building additions, alterations, screen enclosure, sewer, drain, disposal system, decorative building landscaping, landscape device or object, or other improvement or change or modification thereto, the construction, erection, performance or placement of which is proposed upon any Lot or portion of the Properties and to approve or disapprove any exterior additions, changes, modifications or alterations (including, but not limited to, changes in exterior colors, finishes and materials) therein or thereon. All decisions of the Architectural Reviewer shall be in writing and may, but need not be, made by a certificate in recordable form. (D) To approve or disapprove any change, modification or alteration to any improvement or structure as hereinabove described, and the plans and specifications if any upon which such change modification or alteration is based, prior to commencement of construction of such change, modification, or alteration. If any improvement or structure as aforesaid shall be changed, modified or altered without prior approval of the Architectural Reviewer of such change, modification or alteration, and the plans and specifications therefore, if any, then the Owner shall upon demand, cause the improvement or structure to be restored to comply with the plans and specifications, originally approved by the Architectural Reviewer and shall bear all costs and expenses of such restoration, including costs and reasonable attorney's fees of the Architectural Reviewer or the Association. The Architectural Reviewer shall be specifically empowered to grant variances from the covenants, conditions and restrictions as contained herein and as are deemed reasonable, required, or necessary to meet the needs of the particular building site. (E) To adopt a schedule of reasonable fees for processing requests for approval or proposed improvements. Such fees, if any, shall be payable to the Architectural Reviewer, in cash, at the time that plans and specifications are submitted to the Architectural Reviewer. In the event such fees, as well as any other costs or expenses of the Architectural Reviewer pursuant to any other provisions of this Article are not paid by the Owner, they shall become a lien on the Owner's Lot. (F) To monitor construction to verify compliance with the provisions hereof and any approvals and conditions of the Architectural Reviewer. 4.5 Declarant Construction. The provisions of this Article shall not apply to Declarant. Declarant reserves the right to alter the plan of development and architectural style of the Properties and homes as it deems desirable in its sole discretion. EASEMENTS. 5.1. Utility and Service Easements. The Declarant (during any period in which the Declarant has any ownership interest in the Properties) and the Association shall each have the right to grant such electric, telephone, cable television, gas, water, sewer, irrigation, drainage, central service, ingress and egress easements or other easements over, under, in and upon the Properties in favor of Declarant, the Association, and their respective designees, and appropriate utility and other service corporations or companies, and to relocate any existing easements in any portion of the Properties as the Declarant or the Association shall deem necessary or desirable, for the proper operation and maintenance of the Properties, or any portion thereof, for the general health or welfare of the Owners, for the purpose of carrying out any provisions of this Declaration or for other purposes deemed appropriate and reasonable by Page 10 of 40 the Declarant or the Association. Such easements, or the relocation of existing easements, may not prevent or unreasonably interfere with the use of the property burdened thereby. Each Lot and other portions of the Properties shall be subject to an easement in favor of all other portions of the Properties, to locate utilities and provide drainage and support and to use, maintain, repair, alter and replace any common walls, structural supports, roofs, pipes, wires, ducts, vents, cables, conduits, public utility lines and other similar or related facilities serving other portions of the Properties. Each public or private utility company benefited by any utility easement created by any Plat or this Declaration shall own all utility facilities operated by it in the utility easement and be responsible for maintaining such facilities, including without limitation all cable, electric, sewer, potable water, and irrigation facilities. The Association shall be benefited by any utility easement located within the Properties, whether or not so expressed in the plat or other document creating any such easement and shall own any utility facilities (including without limitation irrigation facilities) owned by it within any such easement. The surface of all utility easements shall be maintained by the Association or other Owner of the Properties that owns such surface, in accordance with the other terms of this Declaration. 5.2. Lateral and Subjacent Support. Each portion of the Properties shall be subject to an easement in favor of adjoining portions of the Properties for lateral and subjacent support. 5.3. Access and Other Easements. The Properties have been subdivided pursuant to the Plat. The roadways, as shown on the Plat, and the utility easements created pursuant to the Plat, are intended in all cases to serve all of the Properties, unless otherwise directed by the Declarant. 5.4. Drainage Easements. Declarant reserves in favor of the Association a blanket non- exclusive easement and right on, over, under and through the ground within the Properties to maintain and correct drainage of surface water and other erosion controls. This easement includes the right to cut any trees, bushes or shrubbery, grade soil, or to take any other action reasonably necessary for health, safety or appearance or to comply with governmental requirements. The Association shall notify affected Owners (except in an emergency) and shall restore the affected property to its original conditions as nearly as practicable. This easement may be exercised by the Association. Without limiting the generality of the foregoing language, the Owner of each Lot shall maintain in good and operational condition and repair the areas of the Owner's Lot constructed or approved for use as part of the Surface Water Management System. Fences or other structures shall not be installed in Drainage/Access Easements (Public or Private). These easements shall be accessible at all times. Fences or other structures in these easements shall not impede stormwater flow. MAINTENANCE; IMPROVEMENTS. 6.1. Maintenance by Owner. The maintenance, repair and replacement of any Lot shall be the individual Owner's responsibility. Each Owner shall also be responsible for the general appearance of its property and to keep the same in good order and repair at all times. Each Owner is responsible for the lawn and landscaping on his Lot, to include regular lawn cutting, trimming of plants and shrubs on a regular basis and, where necessary, replacement of lawns, plants, and shrubs, including all portions of the Owner's Lot that lies within a private easement as created by the Plat_ All Owners owning Lots adjoining Common Areas shall be required to install grass or landscape to the edge of the water or vegetation located in the Common Area, and to maintain such grass or landscaping, regardless of the where the exact boundary line lies between the Lot and Common Area. The Owner is also responsible for his own driveways. Every Owner of a Lot is hereby prohibited from: (i) temporarily or permanently filling the Surface Water Management System facilities located underneath the improvements constructed on their Lot with dirt or any type of fill material; (ii) parking vehicles or storing items under the improvements constructed on their Lot unless such parking or storing does not interfere with the Surface Water Management System located on their Lot; and Page 11 of 40 (iii) blocking or impeding the flow of stormwater into the portion of the Surface Water Management System located on their Lot by construction of walls, fences, or other improvements. 6.2. Maintenance by the Association. The responsibility of the Association is to repair, maintain and replace any and all improvements and facilities located upon the Common Areas. Maintenance includes, but is not limited to, the following: cleanup, upkeep of any sidewalks, parking areas, recreational facilities, entry features and signage, maintaining lawn and landscaping within the Common Areas. (A) Open Space and Buffers; Private Drainage Easements. Any property conveyed or dedicated to the Association that is designated as open space, landscape easement/buffer, preserve area, or conservation area on any plat, permit, or other document recorded in the Public Records of the County, shall be preserved and maintained by the Association in a natural open condition. The Association or any subsequent owner shall not do anything that diminishes or destroys the open space, buffer, preserve area, or conservation area, and such areas shall not be developed for any purpose except that which improves or promotes the use and enjoyment of such areas as open space. Notwithstanding the public nature of these facilities, the Association has the right to enter and perform maintenance within the private drainage easements and any other private easements or private tracts created by the Plat as deemed necessary by the Association, but at all times subject to the Permits or other local governmental regulations applicable to such areas. (B) Surface Water Management S, se. Except as otherwise provided herein, the Association shall own, operate, and be responsible for maintaining in perpetuity the Surface Water Management System, including dedicated lake tracts, lake maintenance or drainage easements, and corresponding infrastructure, as follows. Operation and maintenance and re -inspection reporting shall be performed in accordance with the terms and conditions of the SFWMD Permit. (1) Non-exclusive easements for drainage, access and maintenance as depicted on the Plat are hereby reserved in favor of the Association, and such easements may not be removed from their intended use by subsequent owners or others. No permanent building or structure of any kind shall be constructed by any owner within that portion of any unit designated on the Plat as a drainage easement. (2) No construction activities may be conducted relative to any portion of the Surface Water Management System Facilities. Prohibited activities include but are not limited to: digging or excavations; depositing fill, debris or any other material or item; constructing or altering any water control structure; or any other construction to modify the Surface Water Management System Facilities. If the project includes a wetland mitigation area, as defined by the SFWMD, or a wet detention pond, no vegetation in these areas shall be removed, cut, trimmed, or sprayed with herbicide without specific written approval from the SFWMD. Construction and maintenance activities which are consistent with the design and permit conditions approved by the SFWMD in the SFWMD Permit may be conducted without specific written approval from the SFWMD. (3) The SFWMD shall have the right to take enforcement measures, including a civil action for injunction and/or penalties, against the Association to compel it to correct any outstanding problems with the Surface Water Management System Facilities. (4) If the subdivision has on site wetland mitigation which requires ongoing monitoring and maintenance in accordance with the rules and regulations of the SFWMD, the Association shall allocate sufficient funds in its budget for monitoring and maintenance of the wetland mitigation area(s) each year until the SFWMD determines that the area(s) is successful in accordance with the SFWMD Permit. Page 12 of 40 (5) If the Association ceases to exist, all of the Owners shall be jointly and severally responsible for operation and maintenance of the surface water management system facilities in accordance with the requirements of the SFWMD Permit, unless and until an alternate entity acceptable to the SFWMD assumes responsibility for the operation and maintenance for the surface water management system facilities in accordance with the requirements of the SFWMD Permit. (6) Any land subjected to this Declaration and designated as open space, buffer, landscape buffer, preserve area, Conservation Area, or words of similar import on any plat, declaration of covenants and restrictions, site plan, Permit or other document shall be preserved and maintained by the Owner of such land as open space. If such land or an easement over such land has been conveyed or dedicated to this Association or is a portion of the Common Areas, the Association shall preserve and maintain such land unless otherwise provided in this Declaration. No development may occur on such land except structures or improvements which promote the use and enjoyment of the land for open space purposes. 6.3. Completion of Properties. Declarant may and intends to undertake the work of developing all of the Properties. The completion of that work, or the sale, lease, or other disposition of homes constructed thereon, is essential to the establishment and welfare of the Properties as an ongoing residential community. In order that such work may be completed and the Properties established as a fully occupied residential community as soon as possible, nothing in this Declaration shall be understood or construed to prevent the Declarant, or the employees, contractors or sub -contractors of Declarant, or of Declarant's designees by written instrument recorded in the Public Records of the County (if any), from doing whatever they may determine to be reasonable, necessary or advisable for the completion of the work and the establishment of the Properties as a residential community. 6.4. Enforcement of Maintenance. If the Owner of a portion of the Properties fails to maintain it, as required in this Declaration, the Association shall have the right to institute legal proceedings to enforce compliance or may take any and all other steps necessary to remedy such violation, including but not limited to entering the Owner's property, with or without consent of the Owner. The Association may repair, replace, or maintain any item that constitutes a hazard to other property or residents, or that has a material adverse effect on the appearance of the Properties. Any expenses so incurred by the Association shall be assessed against the Owner and Lot as an Individual Lot Assessment, together with reasonable attorney's fees and all other expenses of enforcement. 6.5. Negligence; Damage Caused by Condition of the Lot. The Owner of each Lot shall be personally liable for the expenses of any maintenance, repair or replacement made necessary by his negligence or by that of any member of his family or his guests, employees, agents, or lessees; but such liability shall be limited to the extent that such expenses are not met by the proceeds of insurance available to the injured person. 6.6. Alterations and Additions to Common Areas. Material alterations or substantial additions to the Common Areas may be undertaken and funds necessary levied as special assessments by the Association only upon approval by a majority of the Board of Directors and, prior to the Turnover Date, the Declarant. 6.7. Roadway Dedicated to the County. The County will be responsible for the maintenance, operation, and repair of those portions of the Surface Water Management System consisting of the roadway improvements (for example, but without limitation, pavement, asphalt, and/or curbing) that are located within the roadway tract dedicated to the public by the Plat. The Association will be responsible for maintaining certain other drainage facilities located within the platted roadway tract but located outside the physical roadway improvements, including any "undrains," in accordance with the SFWMD Permit. Page 13 of 40 The Association and the Owners are hereby reserved an easement for drainage over and within said roadway and drainage tracts. Any repair or reconstruction of the Surface Water Management System shall be as permitted or, if modified, as approved by the County, SFWMD, or FDEP. 7. INSURANCE. The Association shall obtain and maintain adequate insurance for the Association property (with provisions for deductibles) as follows: (A) Casual . To the extent that there is Association property containing any improvements, the coverage shall afford protection against loss or damage by fire or other hazards covered by a standard extended coverage endorsement, and such other risks as are customarily covered with respect to improvements on the Association property, including, but not limited to, flood (if required by law), vandalism, or malicious mischief. All or any part of such coverage may be extended to include the Association's personal property as the Board may deem desirable. The Association shall act as agent of the Owners and shall adjust all losses on their behalf. (B) Liability. Premises and operations liability for bodily injury and property damage in such limits of protection and with such coverage as are determined by the Board of Directors. (C) Directors and Officers. The Association shall carry D & O Insurance in such limits of protection and with such coverage as are determined by the Board of Directors. GENERAL COVENANTS AND RESTRICTIONS. 8.1. Use Restrictions. The Properties shall be used for single-family residences, Common Areas, and other uses permitted by Declarant and for no other purposes. No business buildings may be erected on any portion of the Properties and no business may be conducted on any part thereof, unless the Board otherwise approves. Notwithstanding the above provisions, the Declarant may, in its sole discretion, use or permit portions of the Properties to be used or maintained as Sales Centers or as one (1) or more model homes. 8.2. Building Setback Lines. All structures shall conform to the requirements of the County, the Permits, the Governing Documents, and any architectural review criteria adopted by Declarant or the Board, including without limitation as to minimum lot area and width, setbacks, height and number of stories and distances between buildings. The setbacks for all Lots are as stated on the Plat. The Declarant and, after the Turnover Date, the Board may, so long as compliance with the Permits and applicable law is maintained and/or all necessary prior approvals or variances from such Permits and applicable laws and regulations have been obtained, (i) grant variances from the County standards or the Governing Documents and, without limitation, may establish specific setbacks as to any Lot or other portions of the Properties, including without limitation corner Lots, with individual characteristics rendering the standard setbacks improper or impractical; (ii) establish other setback lines and other standards for the Properties; or (iii) grant licenses to allow encroachments into any private drainage easements or private tracts on the Plat. 8.3. Leasing. An Owner may lease his Lot without prior Board approval of tenants, subject to the restrictions and conditions contained in this Section. Only entire homes may be leased. The minimum leasing period is one hundred eighty-one (181) days. All leases must and shall be deemed to contain the agreement of the tenant(s) to abide by all of the restrictions contained in the Governing Documents and shall be deemed to provide that a violation thereof is grounds for damages, termination and eviction and that the tenant and the Owner agree that the Association may proceed against either the Owner or the tenant and that the Owner or the tenant shall be responsible for the Association's costs and expenses, Page 14 of 40 including attorney's fees and costs, secured by a lien against the Lot. No individual rooms may be rented and no transient tenants may be accommodated. "Rent -sharing," "room for rent," and subleasing are prohibited. No Owner, their heirs, successors and/or assigns shall do anything to cause the Association or any Lot to be deemed a public lodging establishment or other transient establishment under Federal or Florida law or local ordinance. No Owner nor anyone on their behalf shall publish or cause to be published any advertisement, notice, solicitation, or communication of any type in any form of media, including but not limited to television, radio, internet website, newspaper, magazine, or trade publication, that indicates or suggests that a Lot may be leased for any period less than 181 continuous days, anything less than the entire home on the Lot may be leased, separate rooms within the home may be leased separately, or a Lot may be leased on a timeshare basis. Publication of daily or weekly rates for lease of a Lot shall constitute a violation of this provision. The Board has the power to adopt, amend and repeal rules and regulations governing Leases of Lots. 8.4. Nuisance. No noxious or offensive activity shall be carried on upon any Lot or other portions of the Properties, nor shall anything be done that is or may become a reasonable source of annoyance or nuisance to other residents. 8.5. Temporary Structures. No structure of a temporary character, including, but not limited to, trailer, tent, or shack, shall be used on any portion of the Properties at any time as a residence, either temporarily or permanently. 8.6. Garages. No garages shall be converted to residential use or use other than as originally designed with the exception of conversion of a garage by the Declarant or a Builder Model Home for use as a temporary sales office. 8.7. Sins. No Owner other than Declarant or a builder may post or display any sign in public view on a Lot or on the Common Areas or other portions of the Properties, without the prior written consent of the Association. Notwithstanding the foregoing, Owners may place one (1) small sign in a single location indicating the security/alarm company protection for the Lot, if any; and when a Lot is actively being marketed for sale Owners may place one (1) "For Sale" sign on the lawn of their Lot. 8.8. Appearance; Refuse Disposal. After closing of title, each Owner shall keep his Lot free and clear of weeds, underbrush, unsightly growths, trash and debris and shall reasonably maintain his Lot. No Lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage or other waste shall not be kept except in sanitary containers suitably stored in the enclosed garage of homes or as otherwise permitted by the Association. All equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition. No garbage incinerators shall be permitted. This provision shall not be interpreted to restrict the necessary construction activities of a Builder in any way. 8.9. Maintenance. The Declarant and all Owners and builders shall care for vacant or unimproved Lots or portions of the Properties they own, respectively, remove and destroy tall grass, undergrowth, weeds and rubbish therefrom, and do any other things and perform any labor necessary or desirable in the judgment of the Declarant to keep the unimproved portions of the Properties owned by it in good order. The Association shall have the right to repair any structure or improvement on any portion of the Properties that constitutes a danger or nuisance or is in unsightly disrepair, provided that the Owner thereof is given reasonable notice of the Association's intent to do so and an opportunity to cure, which notice reasonably specifies the proposed action. The Association shall charge the expense of same against the Owner of said Lot or Lot as an Individual Lot Assessment, which charge shall be a lien on the Lot, which lien may be foreclosed and shall also secure the Association's attorneys' fees and other costs in connection with said foreclosure. Page 15 of 40 8.10. Awnings, Window Coverings and Hurricane Shutters. Awnings, hurricane shutters, window film (including reflective film), and other window shading or decoration and any similar equipment shall be subject to the prior approval and control of the Architectural Reviewer as set forth in Article 4 of this Declaration. Roll -down or accordion style hurricane shutters must be installed inside the exterior walls of homes except to the extent they are within screened lanais or porches. 8.11. Fences. No fence, wall, or other similar structure shall be erected on any Lot, except as originally installed by Declarant, and except any approved by the Board of Directors of the Association or the Architectural Reviewer as set forth in Article 4 of this Declaration. No hedge over six (6) feet in height, measured from the ground on which its stands, shall be constructed or maintained on any Lot, except that the Declarant and the transferee of Declarant may vary or exceed such height in constructing a fence in accordance with existing architectural plans. The Board of Directors may adopt additional Rules and Regulations or Architectural Review Guidelines regarding the style, material, color, height, or location of fences and hedges. No Owner may install a fence that blocks or impedes the flow of stormwater into or through the Surface Water Management System located, or that interferes with the maintenance of the Surface Water Management System. 8.12. Landscaping. The landscaping on the Common Area, including without limitation, the trees, shrubs, lawns, flower beds, walkways and ground elevations, shall be maintained by the Association. No landscaping on the Common Area shall be installed, cut down, destroyed or removed without the prior written approval of the Board or the Architectural Reviewer as set forth in Article 4 of this Declaration. All Lots and other improved areas are to be sodded. No artificial grass, plants, or other artificial vegetation shall be placed or maintained upon the exterior portion of any Lot or other portion of the Properties, unless approved by the Board or the Architectural Reviewer as set forth in Article 4. 8.13. Outside Lighting. Except as may be initially installed by Declarant or a Builder for marketing or construction purposes, no spotlights, floodlights, or other outdoor lighting shall be placed or utilized upon any portion of the Properties that in any way will allow light to be reflected on any other property or the improvements thereon without the written authorization of the Board as set forth in Article 4 of this Declaration. 8.14. Commercial Activities. No business or commercial activity shall be conducted on the Properties except the Declarant's or a Builder's construction of improvements, operation of a sales center, and the promotion and holding of special events. The Declarant or Board of Directors may, in their sole discretion, grant variances from the foregoing restriction to allow a "home occupation" to the extent allowable under the zoning and other ordinances and regulations of the County and, further, subject to such standards, rules and regulations as the Board may establish. Notwithstanding the foregoing, the Declarant may, in its sole discretion, permit portions of the Properties to be sold or maintained as sales offices or one (1) or more model homes. 8.15. Pets. No animals, livestock or poultry of any kind shall be raised, bred or kept on any Lot, Tract or on the Common Areas; however, dogs, cats and other household pets may be kept in a Lot subject to such Rules and Regulations as may be adopted by the Board from time to time as long as they are not kept, bred or maintained for commercial purposes. If, in the sole judgment of the Board, it is determined that a pet is causing excessive disturbance and annoyance to other occupants, the Owner may be asked to remove the pet from his Lot. All animals shall be on leash or carried when outside the Owner's Lot. The pet owner shall immediately remove and properly dispose of any pet litter deposited on any portion of the Properties. 8.16. Parking and Storage of Vehicles. No vehicle shall be parked within the Properties except on a paved driveway or within a garage; parking on the roads or grass is prohibited. Vans and pick-up Page 16 of 40 trucks may be parked on driveways, provided that, the following shall be considered commercial vehicles that may not be kept on the Properties: vehicles with over two (2) axles, vehicles with a fifth wheel intended for the towing of trailers, or vehicles with a height of over ten (10) feet, including without limitation, semi - tractor trailers, tow trucks, moving vans, furniture vans, or any vehicle or truck that displays any signage, tools or equipment that is of a commercial nature, or any vehicle or truck that is primarily designed to be used for commercial purposes regardless of how it is being used by the owner of the vehicle. For the purpose of this Section, the term "kept" shall mean present for a period of twenty-four (24) hours. Boats, boat trailers, campers, travel trailers, mobile homes, recreational vehicles, motor homes and the like, any vehicles not in operable condition and validly licensed, and any trailers used for the purpose of towing vehicles, commercial vehicles, commercial equipment, landscaping equipment and the like, shall only be permitted to be kept within the Properties, in excess of twenty-four (24) hours, if such are kept inside a garage and concealed from public view. An officer of the Association may grant temporary variances from the restrictions in this Section. None of the foregoing restrictions shall apply to commercial vehicles, pick-up trucks or other vehicles that may be utilized by Declarant, any Builder, or their contractors and subcontractors. 8.17. Antennae and Flagpoles. Antennas and satellite dishes are prohibited, except that (a) antennas or satellite dishes designed to receive direct broadcast satellite service that are one (1) meter or less in diameter (b) antennas or satellite dishes designed to receive video programming services via multi -point distribution services that are one (1) meter or less in diameter; or (c) antennas or satellite dishes designed to receive television broadcast signals, ("Reception Device") shall be permitted, provided that the Reception Device is located so as not to be visible from outside the Lot, or is located on the side or rear yard of the Lot. The Association or Architectural Reviewer may require that a Reception Device be painted or screened by landscaping in order to blend into the Lot and to the maximum extent feasible, removed from view from the street and other Lots. A flagpole shall not be used as an antenna. The installation and display of flagpoles and flags shall be subject to regulation by the Association or Architectural Reviewer, but no Owner shall be prevented from displaying any flags expressly allowed by the Act. 8.18. Radio Equipment. No ham radio, CB base station, or other radio, cable or electronic transmission equipment of any nature visible from the exterior of any portion of the Properties shall be permitted within the Properties unless approved by the Architectural Reviewer or Board. 8.19. Utilities. (A) All utilities provided to the Properties will be by means of underground transmission lines, cables and pipes. No overhead transmission lines or cables will be permitted within the Properties except to the extent they are or have been installed pursuant to rights pre-existing this Declaration. (B) Any fuel or power source that requires outside storage tanks of any kind must be approved in writing by the Declarant, Board or the Architectural Reviewer prior to installation. Any such installation will also require appropriate screening (as approved by the Declarant, Board or the Architectural Reviewer) to conceal the storage tanks. (C) All solar heating or solar power apparatus must conform to the standards set forth in the HUD intermediate Minimum Property Standards Supplement, Solar Heating, and Domestic Water Systems. No solar energy collector panels or attendant hardware or other energy conservation equipment shall be constructed or installed unless it is an integral and harmonious part of the architectural design of a structure, as reasonably determined by the Association or Architectural Reviewer. Solar arrays Page 17 of 40 may not be installed on a yard or lawn. This provision is not intended to prohibit the use of solar energy devices. 8.20. Lawn Equipment. Playground equipment and other lawn equipment, including, but not limited to grills, swings, merry-go-rounds, tents, play pens, sandboxes and toys, may be located only in the rear yard of the respective Owner's Lot, within the side setbacks. 9. ENFORCEMENT OF COVENANTS AND ABATEMENT OF VIOLATIONS. Every Owner and the Owner's tenants, guests and invitees as well as the Association are governed by and shall at all times comply with all the covenants, conditions, restrictions and other provisions of the Governing Documents. Violations of the Governing Documents should be reported immediately in writing to a member of the Board. Before undertaking any remedial, disciplinary or enforcement action against a person alleged to be in violation, the Association shall give the alleged violator reasonable written notice of the alleged violation, except in emergencies. Disagreements concerning violations, including, without limitation, disagreements regarding the interpretation and effect of the Governing Documents, shall be presented to and determined by the Board, whose interpretation of the Governing Documents and/or whose remedial action shall control. If any person, firm or entity subject to the Governing Documents fails to abide by them, as they are interpreted by the Board of Directors of the Association, that person shall be liable to be fined by the Association for each such failure to comply or other violation as more particularly set forth in Section 9.3 below. 9.1. Legal Action. (A) Actions at law or in equity, or both, to redress an alleged failure or refusal to comply with the Governing Documents or Chapter 720, Florida Statutes, may be brought by the Association or by any Member against: (i) the Association, including without limitation, for the Association's failure to properly maintain the Common Areas as provided herein; (ii) a Member; (iii) any director or officer of the Association who willfully and knowingly fails to comply with the foregoing; and (iv) any tenants, guests or invitees using the Common Areas. The prevailing party in any such litigation is entitled to recover attorney's fees and costs, including appellate fees and costs. This subsection does not deprive any person or entity of any other available right or remedy and is in addition to, and not in lieu of, any other provision of the Governing Documents regarding the enforcement of the Governing Documents. (B) Judicial enforcement of the covenants and restrictions of this Declaration may be by an action at law or in equity against any person or persons violating or attempting to violate any covenant or restriction, either to restrain violation or to recover damages, or against the land to enforce any lien created by these covenants. Failure of the Association or any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. If such action is instituted, the Association shall, in addition, be entitled to recover its costs and attorney's fees incurred if it is the prevailing party. 9.2. Entry by Association. Violation of any conditions or restrictions, or the breach of any covenant herein contained or contained in any of the Governing Documents shall also give the Declarant, its successors and assigns, and/or the Association and its authorized agent or representative, in addition to all other remedies, the right to enter upon the Lot or other area where such violation or breach exists and summarily abate and remove, at the expense of the Owner of the land, any construction or other violation that may be or exist thereon. The Declarant, its successors and assigns and/or the Association and its authorized agents shall not thereby become liable in any manner for trespass, abatement or removal. 9.3. Fines; Suspension of Right to Use Common Areas. The Association may, in addition to all other rights and remedies set forth herein or in the other Governing Documents, suspend, for Page 18 of 40 a reasonable period of time, the rights of an Owner or his tenants, guests or invitees, or both, to use Common Areas (other than roadways, which are not Common Areas) and may levy a fine against an Owner or his tenants, guests or invitees, for violation by the Owner or his tenants, guests or invitees of any covenant, restriction, rule or regulation contained herein or in the other Governing Documents or promulgated pursuant to the Governing Documents. The fine shall not exceed $100 per day, up to $2,000 for a continuing violation. A fine may be levied on the basis of each day of a continuing violation, with a single notice and opportunity for a hearing. The determination as to whether a violation is continuing in nature, will be made by the Board, subject to the fining committee's approval. (A) Notice. The Association shall notify, in writing, the Owner of the nature of the alleged violation or violations and the proposed penalties. Included in the notice shall be the date and time of a hearing, at which time the Owner shall have the right to present reasons why penalties should not be imposed. The notice shall be given to the Owner at least fourteen (14) days prior to the hearing. (B) Hearing. The facts of the alleged violations shall be presented to a committee appointed by the Board ("Hearing Committee") after which the Owner shall have a reasonable opportunity to present his defenses and reasons why penalties should not be imposed. The Hearing Committee, by majority vote, shall approve or disapprove the proposed penalty at the hearing. The Hearing Committee must have at least three (3) members (each of whom must be Members) and no members of the Hearing Committee may be an officer, director or employee of the Association or the spouse, parent, child, brother or sister of such an officer, director or employee. If the Hearing Committee, by majority vote, does not approve the proposed penalty, it may not be imposed. (C) The requirements of (A) and (B) do not apply to the imposition of fines or suspension of use rights in the Common Areas upon a Member because of failure of the Member to pay annual or special assessments or Individual Lot Assessments. (D) Fines imposed against a Member or his tenants, guests or invitees shall be deemed an Individual Lot Assessment against the Member's Lot. 9.4. Suspension of Voting Rights. The Board may suspend the voting rights of a Member for the non-payment of regular annual assessments that are delinquent in excess of ninety (90) days in accordance with Florida Statutes. 9.5. Enforcement by Owners and Beneficiaries. Each Owner and other beneficiaries of the dedicated Properties and corresponding infrastructure shall have the legal right to enforce the maintenance covenants contained in the Declaration against the entity responsible therefore. 10. DECLARANT RIGHTS AND DUTIES. Notwithstanding any other provisions to the contrary contained in this Declaration: 10.1. Use by Declarant. Until the Declarant has completed all of the contemplated improvements and has sold all of the Lots in the Properties, neither the Owners nor the Association, nor their use of the Lots, shall unreasonably interfere with the completion of the contemplated improvements or sales of Lots. The Declarant may make any use of their respective unsold Lots and other areas of the Properties as may reasonably be expected to facilitate completion of improvements and Lot sales, including, but not limited to, maintenance of construction and sales offices or trailers, parking areas, concrete wash out areas, storage of materials, display of signs or banners, leasing, and showing portions of the Properties and/or Lots for sale to prospective purchasers, and the Declarant may assign such rights to any homebuilder. Page 19 of 40 10.2. Assignment of Declarant's/Declarant's Rights. All or any portion of the rights, privileges, powers and duties of the Declarant set forth in the Governing Documents may be assigned by the Declarant to any persons or entities, without the consent of any other Owner or any holder of a mortgage secured by any Lot, provided such assignment must be in writing and recorded in the Public Records of the County. Upon the recording of such assignment, the assignor shall be relieved of all liabilities and responsibilities to the extent of the assignment. 10.3. Amendment of Declaration. In addition to any other right of amendment or modification provided for in this Declaration and its recorded exhibits, subject to the Act, the Declarant may, until the Turnover Date, amend or modify any provision of this Declaration or the Governing Documents or grant exceptions or variances from any of the provisions of this Declaration and/or the other Governing Documents, without the approval of or liability to Owners of other Lots, or any person or entity, whether private or governmental. 10.4. Scrivener's Errors. This Declaration and all exhibits hereto, where applicable, may be amended unilaterally by the Declarant for the purpose of correcting scrivener's errors. 10.5. Sales or Leases of Lots. The Declarant shall have the right to sell, lease or transfer any Lot owned by it on such terms and conditions as it deems in its own best interest. 11. CONTROL OF ASSOCIATION. 11.1. Control Generally; Turnover. Notwithstanding anything else set forth in the Governing Documents, the Declarant has the right to elect all of the members of the Board of Directors until three (3) months after ninety percent (90%) of all Lots have been conveyed to Members other than the Declarant ("Turnover Date"). From and after the Turnover Date, Members other than the Declarant shall be entitled to elect at least a majority of the members of the Board of Directors. The Declarant, however, shall be entitled to elect at least one (1) Member of the Board of Directors as long as the Declarant holds for sale in the ordinary course of business at least five percent (5%) of the Lots in the Project. At or prior to the Turnover Date, all directors appointed by the Declarant (except for one (1), to the extent the preceding sentence is applicable) shall resign and an election for new directors shall occur at a meeting of the Members (the "Turnover Meeting"). 11.2. Procedure for Calling Turnover Meeting. No more than forty-five (45) days and no less than thirty (30) days prior to the Turnover Meeting, the Association shall notify all Owners, in writing, of the date, time and place of the Turnover Meeting. 11.3. Voting After Turnover. After the Declarant relinquishes control of the Association, and commencing with the Turnover Meeting, the Declarant may exercise the right to vote its Voting Interest in the same manner as any other Member except for the purposes of reacquiring control of the Association or selecting the majority of the members of the Board of Directors; provided, that the Declarant shall retain the right to elect at least one (1) member of the Board to the extent provided in Section 11.1 above. The Declarant shall also retain all rights held by it as "Declarant" (rather than as a Member) under the Governing Documents. 11.4. Early Turnover. The Declarant may turn over control of the Association to Owners other than the Declarant prior to the Turnover Date set forth above by causing all of its appointed Directors to resign, whereupon it shall be the affirmative obligation of Owners other than the Declarant to elect Directors and assume control of the Association. In such case, Declarant shall have the voting rights set forth in Section 11.3 above. Provided at least thirty (30) days' notice of Declarant's decision to cause its appointees to resign is given to Owners, neither the Declarant, nor such appointees, shall be liable in any Page 20 of 40 manner in connection with such resignations, even if Owners other than the Declarant refuse or fail to assume control. 11.5. Conveyance of Common Areas. At or prior to the Turnover Meeting, the Declarant shall, by quit -claim deed, convey any and all Common Areas to the Association, to the extent Declarant has not previously taken such action. 11.6. Agreements Prior to Turnover. Any grant or reservation made by any document, and any contract with a term in excess of ten (10) years made by the Association prior to the Turnover Meeting that provided for the operation, maintenance or management of the Association or Common Areas must be fair and reasonable. 12. DURATION OF COVENANTS; AMENDMENT OF DECLARATION. 12.1. Duration of Covenants. The covenants, conditions and restrictions of this Declaration shall run with and bind the Properties and shall inure to the benefit of and be enforceable by the Association, the Declarant and any Owner, and their respective legal representatives, heirs, successors and assigns, for 99 years. In the event of termination, the dedicated property and corresponding infrastructure will be conveyed or dedicated to a similar non-profit organization or entity to assure continued maintenance and operation. NOTE: The foregoing provision for automatic renewals will not cause the Declaration to be preserved from extinguishment under the Florida Marketable Records Title Act ("MRTA'), unless MRTA is amended from time to time to provide as such. Accordingly, as required by Section 720.3032 of the Act, at the first Board meeting, excluding the organizational meeting that follows the annual meeting of the Members, the Board shall consider the desirability of filing notices to preserve the covenants or restrictions affecting the community or association from extinguishment under MRTA, and to authorize and direct the appropriate officer to file notice. 12.2. Amendments to the Declaration (A) Proposal. Notwithstanding the foregoing, this Declaration may be amended from time to time by a vote of the Members. Amendments to this Declaration may be proposed by the Board of Directors or by written petition signed by ten percent (10%) of the Voting Interests. The proposed amendments must be submitted to a vote of the Members not later than the next annual meeting. (B) Vote Required. Except as otherwise provided by law, or by specific provision of the Governing Documents, this Declaration may be amended by concurrence of at least sixty percent (60%) of the Voting Interests present and voting at any annual or special meeting called for that purpose, provided that notice of each proposed amendment has been given to the Members in accordance with law. No amendment shall change any Lot or Owner's share of liability for assessments or any Owner's voting rights, unless the Owner consents to the amendment. So long as the Declarant owns any Lot, no amendment shall be effective unless the Declarant consents to the amendment unless otherwise provided by law. (C) Amendment; Recording. The amendment of this Declaration shall be effective when the amendment is recorded in the Public Records of Okeechobee County, Florida. The amendment shall be signed by the President of the Association. (D) Amendment Provisions Relating to Declarant. As long as the Declarant holds any Lot for sale in the ordinary course of business, no amendment shall have the effect of changing any provision relating specifically to the Declarant without the Declarant's written consent. In addition, and notwithstanding anything else to the contrary set forth in this Declaration, the Declarant has an unrestricted Page 21 of 40 right to amend this Declaration until the Turnover Date. Any amendment hereto by the Declarant need be signed only by the Declarant and shall be recorded in the Public Records of Okeechobee County, Florida. 12.3. Surface Water Management System. Notwithstanding anything to the contrary, any amendment to this Declaration that affects the Surface Water Management System, including without limitation any water management facilities on or portions of the Common Areas, dedicated lake tracts, lake maintenance or drainage easements and corresponding infrastructure, must have the prior approval of the applicable governing entity, if any, such as the County, SFWMD or FDEP. 13. GENERAL PROVISIONS. 13.1. Waiver. Any waiver by Declarant of any provisions of this Declaration or of any breach hereof must be in writing and shall not operate or be construed as a waiver of any other provision or subsequent breach. 13.2. Severability. If any section, subsection, sentence, clause, phrase or portion of this Declaration is, for any reason, held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portion thereof. 13.3. Headings and Capitalization. The headings used herein, and the capitalization of certain words are for convenience only and shall not affect the meanings or interpretation of the contents hereof. 13.4. Notices. Any notice required to be sent to any Owner under the provisions of this Declaration or the other Governing Documents, shall be deemed to have been properly sent when mailed, postage pre -paid, to the last known address of the person who appears as Owner on the records of the Association at the time of such mailing. The Owner bears the responsibility for notifying the Association of any change of address. 13.5. Interpretation and Use of Pronouns. The Board of Directors is responsible for interpreting the provisions of this Declaration and its exhibits. Such interpretation shall be binding upon all parties unless wholly unreasonable. A written opinion rendered by legal counsel that an interpretation adopted by the Board is not unreasonable shall conclusively establish the validity of such interpretation. Whenever herein the singular number is used, the same shall include the plural, and the masculine gender shall include the feminine and neuter genders. 13.6. Attorney's Fees and Costs. In the event of any litigation or arbitration between the Declarant, Association and/or any Member or Owner, the prevailing party shall have the right to recover from the non -prevailing party all reasonably attorney's fees and costs incurred by the prevailing party, including appellate fees and costs. Any amounts so owed to the Association shall be deemed secured by a lien on the Owner's or Member's Lot. 13.7. Directors and Officers Insurance. The Association is specifically empowered and authorized to obtain such fidelity bonds respecting its officers and directors and such reasonable officer's and director's liability insurance as the Board shall approve. The cost of all such insurance shall be deemed an Association expense and reimbursable by assessments established and imposed in accordance with the Governing Documents. 13.8. NO REPRESENTATIONS OR WARRANTIES. NO REPRESENTATIONS OR WARRANTIES OF ANY KIND, EXPRESS OR IMPLIED, HAVE BEEN GIVEN OR MADE BY Page 22 of 40 DECLARANT OR ITS AGENTS OR EMPLOYEES IN CONNECTION WITH ANY PORTION OF THE COMMON AREAS, ITS PHYSICAL CONDITION, ZONING, COMPLIANCE WITH APPLICABLE LAWS OR FITNESS FOR INTENDED USE, OR IN CONNECTION WITH THE SUBDIVISION, SALE, OPERATION, MAINTENANCE, COST OF MAINTENANCE, TAXES OR REGULATION THEREOF, EXCEPT AS SPECIFICALLY AND EXPRESSLY SET FORTH IN THESE PROTECTIVE CiL0]1VAILI ]AMIJ [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] [SIGNATURE AND NOTARY APPEAR ON FOLLOWING PAGE] Page 23 of 40 IN WITNESS WHEREOF, the Declarant does hereby execute this Declaration of Covenants, Conditions and Restrictions this day of 92023. Witnesses: Print Name: Print Name: STATE OF FLORIDA ) COUNTY OF BREVARD ) HOLIDAY BUILDERS, INC., a Florida corporation By: Print Name: Title: The foregoing instrument was acknowledged before me this day of , 2023, by means of N physical presence OR ❑ online notarization by as of HOLIDAY BUILDERS, INC., a Florida corporation, on behalf of said entity, who ❑ is personally known to me OR who ❑ has produced a Florida driver's license as identification. [NOTARY STAMP / SEAL] Notary Public, State of Florida Print Name: Commission No Expiration Date Page 24 of 40 MORTGAGEE CONSENT TO DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MALLARD LANDING The undersigned, ("Mortgagee"), the owner and holder of that certain Agreement to , mortgagee(s), recorded as Instrument No. / in O.R. Book , Page , in the Public Records of Okeechobee County, Florida that encumbers the Properties described on Exhibit "A" to the Declaration of Covenants, Conditions, and Restrictions for Mallard Landing (the "Declaration"), hereby consents to the filing of the Declaration. This Consent shall be binding upon the Mortgagee and its successors and assigns. IN WITNESS WHEREOF, the Mortgagee has made and executed this Consent this day of )2023. Witnesses: MORTGAGEE: Print Name: By: Print Name: Title: Print Name: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me by means of [X] physical presence OR [_] online notarization this day of , 2023 by as of who [ ] is personally known to me OR who [_] has produced driver's license as identification. NOTARY RUBBER STAMP SEAL Notary Public, State of OR EMBOSSED SEAL Print Name: Commission No Expiration Date Page 25 of 40 EXHIBIT "A" Legal Description of the Property Page 26 of 40 EXHIBIT "B" ARTICLES OF INCORPORATION OF MALLARD LANDING OF OKEECHOBEE HOMEOWNERS' ASSOCIATION, INC. Pursuant to Section 617.02011, Florida Statutes, the undersigned hereby executes these Articles of Incorporation for the purpose of forming a Corporation under the Florida Not For Profit Corporation Act. ARTICLE I NAME: The name of the corporation is Mallard Landing of Okeechobee Homeowners' Association, Inc., (hereinafter called the "Association") and the street address of the initial principal office of the Association is 2293 West Eau Gallie Boulevard, Melbourne, Florida 32935. The principal office may be changed from time to time by the Board of Directors. ARTICLE II DEFINITIONS: Capitalized terms in these Articles shall have the definitions set forth in the "Declaration" (as hereinafter defined), Chapter 617, Florida Statutes, Florida Not For Profit Corporation Act, and Chapter 720, Florida Statutes, the Homeowners Associations Act (the "Act"). ARTICLE III PURPOSE AND POWERS: The purpose for which the Association is organized is to provide an entity pursuant to the Florida Not For Profit Corporation Act for the operation of Mallard Landing (the "Properties") located in Okeechobee County, Florida. The Association is organized and shall exist on a non -stock basis as a corporation not for profit under the laws of the State of Florida, and no portion of any earnings of the Association shall be distributed or inure to the private benefit of any Member, Director or officer. For the accomplishment of its purposes, the Association shall have all of the common law and statutory powers and duties of a corporation not for profit and of a homeowners association under the laws of the State of Florida, except as expressly limited or modified by these Articles, the Declaration of Covenants (the "Declaration"), Bylaws and any Rules and Regulations (these Articles, the Declaration, Bylaws and any Rules and Regulations shall be collectively referred to herein as the "Governing Documents"); and it shall have all of the powers and duties reasonably necessary to operate the Community pursuant to the Governing Documents and any architectural review guidelines, as they may hereafter be amended, including but not limited to the following: To make and collect assessments against Members of the Association to defray the costs, expenses and losses of the Association, and to use the funds in the exercise of its powers and duties. To protect, maintain, repair, replace and operate the Association property and all Common Areas, including without limitation, the Surface Water Management System in accordance with the Permits (as defined in the Declaration), pursuant to the responsibilities for such maintenance as such responsibility is prescribed to the Association by the Declaration. To purchase insurance for the protection of the Association and its Members. Page 27 of 40 To repair and reconstruct improvements after casualty, and to make further improvements of the Common Areas and Association property. To make, amend and enforce reasonable rules and regulations as set forth in the Declaration. To enforce the provisions of the laws of the State of Florida that are applicable to the Community, and the Governing Documents. To contract for the operation, management and maintenance of the Properties, the Association property and all Common Areas (including, without limitation, tracts, easements and the Surface Water Management System) and any corresponding infrastructure, and to delegate any powers and duties of the Association in connection therewith except such as are specifically required by law or by the Declaration to be exercised by the Board of Directors or the membership of the Association. To employ accountants, attorneys, architects, and other professional personnel to perform the services required for proper operation of the Properties. To borrow money as necessary to perform its other functions hereunder and to pledge personal property of the Association in accordance therewith. To grant, modify or move any easement. To sue and to be sued. To own, acquire and convey property, and to grant and acquire easements subject to any limitations contained in the Declaration. All funds and the title to all property acquired by the Association shall be held for the benefit of the Members in accordance with the provisions of the Governing Documents. ARTICLE IV MEMBERSHIP: A. The Members of the Association shall be the record Owners of a fee simple interest in one or more Lots. B. The share of a Member in the funds and assets of the Association cannot be assigned or transferred in any manner except as an appurtenance to his Lot. C. The Owners of each Lot, collectively, shall be entitled to one vote in Association matters. The manner of exercising voting rights shall be as set forth in the Bylaws. ARTICLE V TERM: The term of the Association shall be perpetual. ARTICLE VI BYLAWS: The Bylaws of the Association may be altered, amended, or rescinded in the manner provided therein. Page 28 of 40 ARTICLE, VTi DIRECTORS AND OFFICERS: D. The affairs of the Association shall be administered by a Board of Directors consisting of the number of Directors determined by the Bylaws, but not less than three (3) Directors, and in the absence of such determination shall consist of three (3) Directors. E. Directors of the Association shall initially be appointed by and shall serve at the pleasure of the Declarant, and at and following the Turnover Date shall be elected by the Members in the manner determined by the Bylaws. Directors may be removed and vacancies on the Board of Directors shall be filled in the manner provided by the Bylaws. F. The business of the Association shall be conducted by the officers designated in the Bylaws. The officers shall be elected each year by the Board of Directors at its first meeting after the annual meeting of the Members of the Association, and they shall serve at the pleasure of the Board. The initial Directors are as follows: The initial Officers are as follows: - President - Vice President - Secretary/Treasurer ARTICLE VIII AMENDMENTS: Amendments to these Articles shall be proposed and adopted in the following manner: G. Proposal. Amendments to these Articles may be proposed by a majority of the Board or by a written petition to the Board, signed by at least fifty (50%) percent of the Voting Interests of the Association. H. Procedure. Upon any amendment to these Articles being proposed by said Board or Members, such proposed amendment shall be submitted to a vote of the Members not later than the next annual meeting for which proper notice can be given. I. Vote Required. Prior to transition of control of the Board of Directors from the Declarant, amendments shall be adopted by the Board of Directors. Subsequent to transition of control of the Board of Directors, a proposed amendment shall be adopted if it is approved by at least a majority of the Voting Interests in the Association who are present and voting, in person or by proxy, at any annual or special meeting called for the purpose. J. Effective Date. An amendment shall become effective upon filing with the Secretary of State and recording a Certificate of Amendment in the Public Records of Okeechobee County, Florida, with the formalities required for the execution of a deed. Page 29 of 40 ARTICLE IX INDEMNIFICATION: To the fullest extent permitted by Florida law, the Association shall indemnify and hold harmless every Director and every officer of the Association against all expenses and liabilities, including attorney fees, actually and reasonably incurred by or imposed on him in connection with any legal proceeding (or settlement or appeal of such proceeding) to which he may be a party because of his being or having been a Director or officer of the Association. The foregoing right of indemnification shall not be available if a judgment or other final adjudication establishes that his actions or omissions to act were material to the cause adjudicated and involved: A. Willful misconduct or a conscious disregard for the best interests of the Association, in a proceeding by or in the right of the Association to procure a judgment in its favor. B. A violation of criminal law, unless the Director or officer had no reasonable cause to believe his action was unlawful or had reasonable cause to believe his action was lawful. C. A transaction from which the Director or officer derived an improper personal benefit. In the event of a settlement, the right to indemnification shall not apply unless the Board of Directors approves such settlement as being in the best interest of the Association. The foregoing rights of indemnification shall be in addition to and not exclusive of all other rights to which a Director or officer may be entitled. ARTICLE X On dissolution the assets (including dedicated property and corresponding infrastructure) of the Association shall be conveyed or dedicated to a similar non-profit corporation, association, trust or other organization organized and operated to assure the continued maintenance and operation of the Common Areas and other duties of the Association. ARTICLE XI INCORPORATOR: The name and address of the Incorporator is as follows: Sean M. Ellis, Esquire Roetzel & Andress, LPA 2320 First Street, Suite 1000 Fort Myers, Florida 33901 ARTICLE XII REGISTERED OFFICE AND REGISTERED AGENT: The name and address of the Registered Agent and the address of the Registered Office is: CT Corporation System 1200 South Pine Island Road Plantation, FL 33324 Page 30 of 40 IN WITNESS WHEREOF, the undersigned, for the purpose of forming a Corporation to do business with the State of Florida, under the law of Florida, makes and files these Articles of Incorporation, hereby declares and certifies the facts herein stated are true and hereunto set my hand this day of 52023. INCORPORATOR: Sean M. Ellis, Esquire ACCEPTANCE OF REGISTERED AGENT The undersigned, being the initial registered agent, hereby accepts the appointment as the Registered Agent for the Corporation. CT CORPORATION By: Print Name: Title: Page 31 of 40 EXHIBIT "C" BYLAWS OF MALLARD LANDING OF OKEECHOBEE HOMEOWNERS' ASSOCIATION, INC. 1. GENERAL: These are the Bylaws of Mallard Landing of Okeechobee Homeowners' Association, Inc., hereinafter the "Association", a corporation not for profit organized under the laws of Florida for the purpose of operating Mallard Landing (the "Properties") pursuant to Chapter 617, Florida Statutes, the Florida Not For Profit Corporation Act, and Chapter 720, Florida Statutes, the Homeowners Associations Act as amended from time to time (the "Act"). 1.1 Principal Office. The initial principal office of the Association is as set forth in the Articles of Incorporation. 1.2 Seal. The seal of the Association shall be inscribed with the name of the Association, the year of its organization, and the words "Florida" and "not for profit." The seal may be used by causing it, or a facsimile of it, to be impressed, affixed, reproduced or otherwise placed upon any document or writing of the corporation where a seal may be required. 1.3 Definitions. Unless clearly indicated otherwise, the definitions set forth in the Declaration of Covenants (the "Declaration"), and the Act shall apply to terms used in these Bylaws. Except as expressly stated to the contrary herein, the terms "Parcels" and "Lots" shall be utilized interchangeably. 2. MEMBERS: 2.1 Qualifications. The Members of the Association shall be the record Owners of legal title to the Parcels in the Properties. In the case of a Parcel subject to an agreement for deed, the purchaser in possession shall be deemed the Owner of the Parcel for purposes of determining voting and use rights. Membership shall become effective upon the recording in the Public Records of a Deed or other instrument evidencing legal title to the Parcel in the Member. 2.2 Voting Interest. The Members of the Association are entitled to one (1) vote for each Parcel owned by them. If a Parcel is owned by one natural person, his right to vote shall be established by the record title to the Parcel. If a Parcel is owned jointly by two (2) or more natural persons, that Parcel's vote may be cast by any one of the record Owners. If two (2) or more Owners of a Parcel do not agree among themselves how their one vote shall be cast, that vote shall not be counted for any purpose. If the Owner of a Parcel is a corporation, partnership, limited liability company, trust or other entity other than a natural person, the vote of that Parcel shall be cast by any officer, director, partner, manager, or trustee, as the case may be. 2.3 Approval or Disapproval of Matters. Whenever the decision or approval of the Owner of a Parcel is required upon any matter, whether or not the subject of an Association meeting, such decision or approval may be expressed by any person authorized to cast the vote of such Parcel at an Association meeting as stated in Section 2.2 above, unless the joinder of all record Owners is specifically required. 2.4 Change of Membership. A change of membership in the Association shall be established by the new Member's membership becoming effective as provided in 2.1 above. At that time, the membership of the prior Owner shall be terminated automatically. Page 32 of 40 2.5 Termination of Membership. The termination of membership in the Association does not relieve or release any former Member from liability or obligation incurred under or in any way connected with the Properties during the period of his membership, nor does it impair any rights or remedies that the Association may have against any former Owner or Member arising out of or in any way connected with such ownership and membership and the covenants and obligations incident thereto. MEMBERS' MEETINGS: VOTING: 3.1 Annual Meeting. There shall be an annual meeting of the Members in each calendar year. The annual meeting shall be held in Okeechobee County, Florida, each year at a day, place and time designated by the Board of Directors, for the purpose of transacting any business duly authorized to be transacted by the Members. 3.2 Special Members' Meetings. Special Members' meetings shall be held whenever called by the President or by a majority of the Directors, and may also be called by Members having at least thirty- three percent (33%) of the Voting Interests. The business at any special meeting shall be limited to the items specified in the notice of meeting. 3.3 Notice of Meetings; Waiver of Notice. Notice of all Members' meetings must state the time, date, and place of the meeting, and include an agenda for the meeting. The notice of meeting must be mailed to each Member at the address that appears on the books of the Association, or may be furnished by personal delivery. The Member is responsible for providing the Association with notice of any change of address. The Notice of Meeting must be mailed or delivered at least fourteen (14) days before the meeting. An affidavit of the officer or other person making such mailing shall be retained in the Association records as proof of mailing. Attendance at any meeting by a Member constitutes waiver of notice by that member unless the Member objects to the lack of notice at the beginning of the meeting. A Member may waive notice of any meeting at any time, but only by written waiver. 3.4 Quorum. A quorum at meetings of the Members shall be attained by the presence, either in person or by proxy, of Members entitled to cast at least one-third (1/3rd) of the votes of the entire membership. After a quorum has been established at a Members' meeting, the subsequent withdrawal of any voting Members, so as to reduce the number of Voting Interests represented below the number required for a quorum, shall not affect the validity of any action taken at the meeting before or after such persons leave. 3.5 Vote Required. The acts approved by a majority of the votes cast in person or by proxy at a duly called meeting of the Members at which a quorum has been attained shall be binding upon all Members for all purposes, except where a greater or different number of votes is expressly required by law or by any provision of the governing documents. 3.6 Proxy Voting. To the extent lawful, any Member entitled to attend and vote at a Members meeting may establish his presence and cast his vote by proxy. A proxy shall be valid only for the specific meeting for which originally given and any lawful adjournment of that meeting, and no proxy is valid for a period longer than ninety (90) days after the date of the first meeting for which it was given. Every proxy shall be revocable at the pleasure of the person executing it. To be valid, a proxy must be in writing, dated, signed by the person authorized to cast the votes, specify the date, time and place of the meeting for which it is given, and the original must be delivered to the Secretary by the appointed time of the meeting or adjournment thereof. Holders of proxies need not be Members. No proxy shall be valid if it names more than one person as the holder of the proxy, but the holder shall have the right, if the proxy so provides, to substitute another person to hold the proxy. Page 33 of 40 3.7 Adjourned Meetings. Any duly called meeting of the Members may be adjourned to be reconvened at a specific later time by vote of the majority of the Voting Interests present in person or by proxy, regardless of whether a quorum has been attained. When a meeting is adjourned it shall be necessary to give notice to all Members of the time and place of its continuance regardless of whether such are announced at the meeting being adjourned. Any business that might have been conducted at the meeting as originally scheduled may instead be conducted at the continuance, provided a quorum is then present, in person or by proxy. 3.9 Minutes. Minutes of all meetings of Members and of the Board of Directors shall be kept in a businesslike manner and available for inspection by Members or their authorized representatives and Board Members at reasonable times. Minutes must be maintained in written form or in another form that can be converted into written form within a reasonable time. A vote or abstention from voting on each matter voted upon for each director present at a board meeting must be recorded in the minutes. 4. BOARD OF DIRECTORS: The administration of the affairs of the Association shall be by a Board of Directors. All powers and duties granted to the Association by law, as modified and explained in the Declaration, Articles of Incorporation, and these Bylaws, shall be exercised by the Board, subject to approval or consent of the Parcel Owners only when such is specifically required. 4.1 Number and Terms of Service. The number of Directors that shall constitute the whole Board of Directors shall be three (3). The initial Directors shall be appointed by and shall serve at the pleasure of the Declarant. At the Turnover Meeting, and subsequently, Directors shall be elected in accordance with Florida law. All Directors elected by the Members shall serve one (1) year terms. A Director's term will end at the annual election at which his successor is to be duly elected, unless he sooner resigns, or is recalled as provided in 4.4 below. 4.2 Qualifications. Prior to "Turnover" (as defined in the Declaration), Directors need not be Members. After Turnover, Directors must be Members. If a Lot is owned by a corporation, partnership or trust, any officer, director, partner, trustee, or trust beneficiary occupying the Lot, as the case may be, shall be eligible to be a Director. 4.3 Vacancies on the Board. If the office of any Director becomes vacant for any reason, other than recall by the membership at a membership meeting, a majority of the remaining Directors, even if the remaining Directors constitute less than a quorum or the sole remaining Director, shall promptly choose a successor to serve the remaining unexpired term except that vacancies of all Directors appointed by the Declarant shall likewise be filled by the Declarant. In the alternative, the Board may hold an election to fill the vacancy for the remaining unexpired term in accordance with the election requirements of the Bylaws. If the Association fails to fill vacancies on the Board sufficient to constitute a quorum, or if no Member remains on the Board, the vacancy may be filled by the Members (via a special meeting of the membership) or any other manner provided by Florida law. 4.4 Removal of Directors. Except for Directors appointed by the Declarant, any or all Directors may be removed with or without cause by a majority vote of the entire membership, either by a written petition, or at any meeting called for that purpose, in the manner required by Florida law. 4.5 Organizational Meeting. The organizational meeting of a new Board of Directors shall be held within ten (10) days after the election. The organizational meeting may be held immediately following the election, in which case noticing of the meeting may be effectuated by the Board existing prior to the election. Page 34 of 40 4.5.1. First Meeting After Organizational Meeting: Consideration of Preservation from Extinguishment under MRTA. So long as is required by Section 720.303(2)(e), F.S., as amended from time to time, at the first board meeting, excluding the organizational meeting that follows the annual meeting of the members, the board shall consider the desirability of filing notices to preserve the covenants or restrictions affecting the community or association from extinguishment under the Marketable Record Title Act ("MRTA"), Chapter 712, F.S., and to authorize and direct the appropriate officer to file notice in accordance with Section 720.3032, F.S. 4.6 Other Meetings. Meetings of the Board may be held at such time and place in Okeechobee County, Florida, as shall be determined from time to time by the President or a majority of the Directors. Notice of meetings shall be given to each Director, personally or by mail, telephone or electronic mail at least forty-eight (48) hours prior to the day named for such meeting. 4.7 Notice to Owners. A meeting of the Board of Directors occurs whenever a quorum of the Board gathers to conduct Association business. All meetings of the Board of Directors shall be open to Members except for meetings with the Board and its attorney with respect to proposed or pending litigation where the contents of the discussion would otherwise be governed by the attorney -client privilege. Notices of all Board meetings shall be posted conspicuously within the Properties for at least forty-eight (48) continuous hours in advance of each Board meeting, except in an emergency. In the event of an emergency meeting, any action taken shall be noticed and ratified at the next regular meeting of the Board. In the alternative to the posting requirements discussed above, notice of each Board meeting must be mailed or delivered to each Member at least seven (7) days before the meeting, except in an emergency. An assessment may not be levied at a Board meeting unless the notice of the meeting includes a statement that assessments will be considered and the nature of the assessments. 4.8 Waiver of Notice. Any Director may waive notice of a meeting before or after the meeting, and such waiver shall be deemed equivalent to the giving of notice. If all Directors are present at a meeting, no notice to Directors shall be required. 4.9 Quorum of Directors. A quorum at a Board meeting shall exist when at least a majority of all Directors are present at a duly called meeting. Directors may participate in any meeting of the Board, by a conference telephone call or similar communicative arrangement whereby all persons present can hear all other persons. Participation by such means shall be deemed equivalent to presence in person at a meeting. 4.10 Vote Required. The acts approved by a majority of those Directors present and voting at a meeting at which a quorum exists shall constitute the acts of the Board of Directors, except when approval by a greater number of Directors is required by the governing documents or by applicable statutes. Directors may not vote by proxy or by secret ballot at Board meetings, except that secret ballots may be used in the election of officers. 4.11 Adjourned Meetings. The majority of the Directors present at any meeting of the Board, regardless of whether a quorum exists, may adjourn the meeting to be reconvened at a specific time and date. 4.12 The Presiding Officer. The President of the Association, or in his absence, the Vice - President, shall be the presiding officer at all meetings of the Board of Directors. If neither is present, the presiding officer shall be selected by majority vote of the Directors present. 4.13 Compensation of Directors and Officers. Neither Directors nor officers shall receive compensation for their services as such. Directors and officers may be reimbursed for all actual and proper out-of-pocket expenses relating to the proper discharge of their respective duties. Page 35 of 40 4.14 Committees. The Board of Directors may appoint from time to time such standing or temporary committees as the Board deem necessary and convenient for the efficient and effective operation of the Association. Any such committee shall have the powers and duties assigned to it in the resolution creating the committee. If required by law, committee meetings shall be open to attendance by any Lot Owner, and notice of committee meetings shall be posted in the same manner as required in Section 4.7 above for Board meetings. 5. OFFICERS: 5.1 Officers and Elections. The executive officers of the Association shall be a President, and a Vice -President, who must be Directors, a Treasurer, and a Secretary, all of whom shall be elected annually by the Board of Directors. Any officer may be removed with or without cause by vote of a majority of all Directors at any meeting. Any person may hold two or more offices. The Board may, from time to time, appoint such other officers, and designate their powers and duties, as the Board shall find to be required to manage the affairs of the Association. If the Board so determines, there may be more than one Vice - President. 5.2 President. The President shall be the chief executive officer of the Association; he shall preside at all meetings of the Members and Directors, shall be ex-officio a Member of all standing committees, shall have general and active management of the business of the Association, and shall see that all orders and resolutions of the Board are carried into effect. He shall execute bonds, mortgages and other contracts requiring seal of the Association, except where such are permitted by law to be otherwise signed and executed, and the power to execute is delegated by the Board of Directors to some other officer or agent of the Association. 5.3 Vice -Presidents. The Vice -Presidents in the order of their seniority shall, in the absence or disability of the President, perform the duties and exercise the powers of the President; and they shall perform such other duties as the Board of Directors shall assign. 5.4 Secretary. The Secretary shall attend all meetings of the Board of Directors and all meetings of the Members and shall cause all votes and the minutes of all proceedings to be recorded in a book or books to be kept for the purpose, and shall perform like duties for the standing committees when required. He shall give, or cause to be given, notice of all meetings of the Members and of the Board of Directors, and shall perform such other duties as may be prescribed by the Board or the President. He shall keep in safe custody the seal of the Association and, when authorized by the Board, affix the same to any instrument requiring it. The Secretary shall be responsible for the proper recording of all duly adopted amendments to the governing documents. Any of the foregoing duties may be performed by an Assistant Secretary, who may be designated by the Board in the Secretary's absence, or the Association's manager/management company. 5.5 Treasurer. The Treasurer shall be responsible for Association funds and securities, the keeping of full and accurate amounts of receipts and disbursements in books belonging to the Association, and the deposit of all monies and other valuable effects in the name and to the credit of the Association in such depositories as may be designated by the Board of Directors. He shall oversee the disbursement of the funds of the Association, keeping proper vouchers for such disbursements, and shall render to the President and Directors, at the meetings of the Board, or whenever they may require it, an accounting of all transactions and of the financial condition of the Association. Any of the foregoing duties may be performed by an Assistant Treasurer, if any has been designated. 6. FISCAL MATTERS: The provisions for fiscal management of the Association set forth in the Declaration shall be supplemented by the following provisions: Page 36 of 40 6.1 Depository. The Association shall maintain its funds in such financial institutions authorized to do business in the State of Florida as shall be designated from time to time by the Board. Withdrawal of monies from such accounts shall be only by such persons as are authorized by the Board. 6.2 Budget. The Board of Directors shall adopt a budget of common expenses for each fiscal year. A copy of the proposed budget and a notice stating the time, date and place of the meeting of the Board at which the budget will be adopted shall be mailed to each Member not less than fourteen (14) days prior to that meeting. The proposed budget shall reflect the estimated revenues and expenses for that year by categories, as well as the estimated surplus or deficit as of the end of the current year. The budget must set out separately all fees or charges for recreational amenities, whether owned by the Association, the Declarant, or another person, if any. 6.3 Reserves for Capital Expenditures and Deferred Maintenance. In addition to annual operating expenses, the proposed budget may include reserve accounts for capital expenditures and deferred maintenance. If the Members at any time vote to provide for reserves in accordance with Section 720.303, Florida Statutes, then thereafter reserves shall be funded and used in accordance with such statutory provisions, as amended from time to time. 6.4 Assessments. Regular annual assessments based on the adopted budget shall be paid quarterly, or annually if determined by the Board. Failure to send or receive notice of assessments shall not excuse the obligation to pay. If an annual budget has not been adopted at the time the first installment for a fiscal year is due, it shall be presumed that the amount of such installment is the same as the last installment and shall be continued at such rate until a budget is adopted and pro rata assessments are calculated, at which time any overage or shortage shall be added or subtracted from each Lot's next due installment. 6.5 Special Assessments. Special assessments may be imposed by the Board of Directors when necessary to meet unusual, unexpected, unbudgeted, or non -recurring expenses. Special assessments are due on the day specified in the resolution of the Board approving such assessments. 6.6 Fideli , Bonds. The Treasurer, and all other officers who are authorized to sign checks, and all other persons having access to or control of Association funds, shall be bonded in such amounts as may be required by law or otherwise determined by the Board of Directors. The premiums on such bonds shall be a common expense. 6.7 Financial Reporting. Within ninety (90) days following the end of the fiscal year, the Board of Directors shall mail or furnish by personal delivery to each Member a financial report for the previous twelve (12) months or a written notice that a copy of the financial report is available upon request at no charge to the Member. The financial report shall consist of financial statements presented in conformity with generally accepted accounting principles; or a financial report of actual receipts and expenditures, cash basis, which report shows the amount of receipts and expenditures by classification and the beginning and ending cash balances of the Association. 6.8 Fiscal Year. The fiscal year shall be the calendar year, unless modified by the Board of Directors. 7. RULES AND REGULATIONS: USE RESTRICTIONS: The Board of Directors may, from time to time, adopt and amend rules and regulations governing the Common Areas, Lots, structures and appearance of improvements, leases and leasing, procedures, and Association governance, and other reasonable rules and regulations subject to any limits contained in the Declaration. Copies of such rules and regulations shall be furnished to each Parcel Owner. Any rule or regulation created and imposed by the Page 37 of 40 Board must be reasonably related to the promotion of health, happiness and peace of mind of the Parcel Owners and uniformly applied and enforced. 8. COMPLIANCE AND DEFAULT: REMEDIES: In addition to the remedies provided elsewhere in the Governing Documents, the following provisions shall apply: 8.1 Obligations of Members; Remedies At Law Or In Equity; Levy of Fines and Suspension of Use Rights. (A) Each Member and the Member's tenants, Guests and invitees, are governed by, and must comply with Chapter 720, Florida Statutes, and the Governing Documents. Actions at law or in equity, or both, to redress alleged failure or refusal to comply with these provisions may be brought by the Association or by any Member against: (i) The Association; (ii) A Member; and (iii) Any tenants, Guests, or invitees occupying a Parcel or using the Common Areas. The prevailing party in any such litigation is entitled to recover reasonable attorney's fees and costs. This Section does not deprive any person of any other available right or remedy. (B) The Association may suspend, for a reasonable period of time, the rights of a Member or of a Member's, tenants, Guests or invitees to use Common Areas and facilities, and may levy reasonable fines against Owners, in those cases in which Owners commit violations of the Act governing homeowners associations, the provisions of the governing documents or Association rules and regulations, or condone such violations by their family members, tenants, Guests, or invitees. The fines shall be in an amount deemed necessary by the Board to deter future violations, but in no event shall any fine exceed the maximum amounts allowed by the Declaration. A fine may be levied on the basis of each day of a continuing violation, with a single notice. The procedure for suspending use rights and imposing such fines shall be as follows: (i) A fine or suspension may not be imposed without notice of at least fourteen (14) days to the person sought to be fined or suspended and opportunity for hearing before a committee of at least three (3) Members appointed by the Board who are not officers, directors, or employees of the Association, or the spouse, parent, child, brother, sister of an officer, director or employee, and the notice shall include: (1) A statement of the date, time and place of the hearing; (2) A statement of the provisions of Florida law, the Declaration, Bylaws or rules that have allegedly been violated; and, (3) A short and plain statement of the matters asserted by the Association; and, (ii) The party against whom the fine may be levied shall have a reasonable opportunity to respond, to present evidence, and to provide written and oral argument on all issues involved, and shall have an opportunity at the hearing to review, challenge, and respond to any Page 38 of 40 material considered by the Association. The Owner shall be the party ultimately responsible for payment of a fine, regardless of whether the fine relates to conduct by a tenant, family member, invitee or Guest. (C) If the Committee, by majority vote, does not approve the fine or suspension, it may not be imposed. (D) Fines that remain unpaid, in whole or in part, after thirty (30) days from the date due shall be secured by a lien against the Parcel of the Owner responsible for payment of the fine. The lien shall be foreclosed in the same manner as a lien for assessments as provided elsewhere in the governing documents. (E) The Association may suspend Common Area use rights and levy fines because of the failure of the Member to pay assessments or other charges when due in the manner set forth above, except that the Board of Directors may do so without the need for involvement of a Committee of Members other than the Board. (F) Suspension of Common Area use rights shall not impair the right of an Owner or tenant of a Parcel to have vehicular and pedestrian ingress to and egress from the Parcel, including, but not limited to, the right to park. (G) The Association may suspend the voting rights of a Member but only for the nonpayment of regular annual assessments that are delinquent in excess of ninety (90) days. 8.2 Availability of Remedies. Each Member, for himself, his heirs, successors and assigns, agrees to the foregoing provisions relating to default and abatement of violations regardless of the harshness of the remedy utilized by the Association and regardless of the availability of other legal remedies. It is the intent of all Members to give the Association methods and procedures that will enable it to operate on a businesslike basis, to collect those monies due it and to preserve the majority's right to enjoy the community free from unreasonable restraint and annoyance. 9. AMENDMENT OF BYLAWS: Amendments to these Bylaws shall be proposed and adopted in the following manner: 9.1 Proposal. Amendments to these Bylaws may be proposed by the Board of Directors or by written petition to the Board signed by the Owners of at least one-fourth (1/4) of the Parcels. 9.2 Procedure. Upon any amendment or amendments to these Bylaws being proposed by said Board or Parcel Owners, such proposed amendment or amendments shall be submitted to a vote of the Owners not later than the next annual meeting for which proper notice can still be given. 9.3 Vote Required. Prior to turnover of control of the Board of Directors from the Declarant of the Properties, amendments shall be adopted by the Board of Directors. Subsequent to turnover of control of the Board of Directors from the Declarant, a proposed amendment to these Bylaws shall be adopted if it is approved by at least a majority of the Voting Interests present and voting in person or by proxy at any annual or special meeting called for the purpose, provided that notice of the proposed amendment has been given to the Members in accordance with law. As long as Declarant owns a Parcel no amendment shall be effective if it affects Declarant's rights or alters a provision herein made for Declarant's benefit. 9.4 Certificate; Recording. A copy of each adopted amendment shall be attached to a certificate that the amendment was duly adopted as an amendment to the Bylaws, which certificate shall be in the form Page 39 of 40 required by law and shall be executed by the President or Vice -President with the formalities of a deed. The amendment shall be effective when the certificate and copy of the amendment are recorded in the Public Records of Okeechobee County, Florida. 10. MISCELLANEOUS: 10.1 Gender. Whenever the masculine or singular form of a pronoun is used in these Bylaws, it shall be construed to mean the masculine, feminine or neuter; singular or plural, as the context requires. 10.2 Severability. Should any portion hereof be void or become unenforceable, the remaining provisions of the instrument shall remain in full force and effect. 10.3 Conflict. If any irreconcilable conflict should exist, or hereafter arise, with respect to the interpretation of these Bylaws and the Declaration or Articles of Incorporation, the provisions of the Declaration or Articles of Incorporation shall prevail over the provisions of these Bylaws, and the Declaration shall prevail over the Articles. 10.4 Virtual Meetings. To the extent not prohibited by law, and notwithstanding any provision of these Bylaws or the Act that specifically references Member attendance, the Association may hold meetings of the Members, the Board of Directors, and those committee whose meetings must be called and held in the same manner as a meeting of the Board of Directors, virtually, only (or partially) allowing for remote attendance and participation, regardless of whether an emergency (as defined in these Bylaws) exists. The decision whether to hold any particular meeting virtually shall rest solely with the Board. Participating by such means shall constitute presence of a person at a meeting. Page 40 of 40 PROPERTY OWNERS JOHN B LASHLEY 1901 SW 6TH AVENUE OKEECHOBEE, FL 34974 jblashley@gmail.com OKEECHOBEE LOTS, LLC 1150 GLEN EAGLE DRIVE ATTN: DAVID M. RUBIN GREENSBORO, GA. 30642 maxdoc4@gmai1.com DEVELOPER HOLIDAY BUILDERS, INC. ATTN: ZACH HILL-THIRY 2293 W. EAU GALLIE BLVD. MELBOURNE, FL. 32935 zhill-thiry@holidaybuilders. com ENGINEER SUMNER ENGINEERING & CONSULTING, INC. ATTN: JEFFREY M. SUMNER, P.E. 410 NW 2nd STREET OKEECHOBEE, FL. 34972 (863)763-9474 jeff@sumnerengineering.com SURVEYOR BSM & ASSOCIATES ATTN: RICKY BARNES, PSM 80 SE 31 ST LANE OKEECHOBEE, FL. 34974 (863) 484-8324 ricky.barnes@bsmsurvey.com NOTES: 1. ALL EXISTING & PROPOSED ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. THE SUBJECT PARCEL IS IN FLOOD ZONES "A" AND "X", AS DESCRIBED ON THE PROJECT SURVEY PREPARED BY BSM & ASSOCIATES, INC. 3. STATE AND FEDERAL JURISDICTIONAL WETLANDS WITHIN THE PROJECT BOUNDARIES WERE ESTABLISHED BY ECOLOGICAL CONSULTING OF FLORIDA, INC., AND CONCURRED BY SFWMD STAFF. PROPOSED IMPACTS AND ARE SHOWN HEREIN (SEE SHEET C1.0). 4. NPDES PROGRAM STANDARD NOTE: OKEECHOBEE REQUIRES THAT BEST MANAGEMENT PRACTICES ARE UTILIZED FOR ANY ACTIVITY, OPERATION, OR FACILITY WHICH MAY CAUSE OR CONTRIBUTE TO POLLUTION OR CONTAMINATION TO STORMWATER, THE STORM DRAIN SYSTEM, OR WATERS OF THE UNITED STATES. THIS INCLUDES BUT IS NOT LIMITED TO TRASH OR DEBRIS THAT MAY RESULT FROM BUILDING CONSTRUCTION ACTIVITIES. THE CONTRACTOR FOR THIS SITE IS HEREBY NOTIFIED THAT THEY ARE TO PROVIDE AT THEIR OWN EXPENSE, REASONABLE PROTECTION FROM ACCIDENTAL DISCHARGE OF PROHIBITED MATERIALS OR OTHER WASTES INTO THE MUNICIPAL STORM DRAIN SYSTEMS OR WATERCOURSES THROUGH THE USE OF STRUCTURAL OR NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) FOR POLLUTION PREVENTION. 5. ALL DISTURBED AREAS TO BE STABILIZED W/ SEED AND MULCH, OR SOD IF DIRECTED BY THE OWNER. ALL PERIMETER BERMS, PERIMETER SWALES, AND DETENTION AREA SLOPES TO BE SODDED. ALL DISTURBED AREAS WITHIN CITY RIGHTS -OF -WAY ARE TO BE SODDED. 6. ALL WORK SHALL BE IN CONFORMANCE WITH FDOT SPECIFICATIONS AND DESIGN STANDARDS FOR MATERIAL QUALITY AND WORKMANSHIP. CONSTRUCTION PLANS & SPECIFCATIONS MALLARD LANDING RE -PLAT OF BLOCKS 4., 51 610 ills 121 131f 20's 21 and 22 CITY OF OKEECHOBEE meet KVY 1311h 54 3 sale VISA PROJECIF LOCATION z ro NN 9(h S1 NW 9th Bt Okeechobee Asph all & Ready z 4 Dkeechabee Commons 9 Tangiewood z Ltd Apartments Gilbert oil Comparny Nw 9<ih St m Trulieve Okeechobee Gator Self f uispensary Storage & Retail IF 9 H; 1 th St Hi-Tek Auto NE t 3thS Aule mpelr shop } - New American Physical Therapy 2 NW 121h St NE 1 2th.St Okeechobee � Cancer Center a qlFlorlda Community Health Genter m �i5j Utah Apartments filth gt NE 1 lth 5t Arnold's Hull Bonds z Church of God 19 I Blue Ocean Deana#oiagy CL of Prophecy t N W lath st N E I Utti st I NW 9th S11 I � NW 9th St NE 9th S1 19 DOCs AUTO SERVICE9 ,s vvalpole, Inc Glades Air Conditioning � Okeechobell Amtrak Statl>on "' o �ro to sale-, I .& d"I,, Quik-Change Oil & fi F Lobe Services Center JLUCATI N.T.S SHEET INDEX C0.0 COVER SHEET CO. - C0.2 NOTES &SPECIFICATIONS CO3 HORIZONTAL CONTROL SHEET C0.4 EXISTING CONDITIONS /DEMO C0.5 - C0.6 LOT GEOMETRY, SETBACKS & BUILDING ENVELOPES C1.0 - C13 PAVING, GRADING, AND DRAINAGE PLAN SHEETS D1.0 - D1.1 PAVING, GRADING &DRAINAGE DETAIL SHEETS D 1.2 - D 1.5 UTILITY DETAIL SHEETS D1.6 STORMWATER POLLUTION PREVENTION PLAN SHEET CITY SUBMITTAL SET 07-JUNE-23 REVISION COMMENT: 0 Z 6 � Z Q ILLI w J m O w J Y J O a 6 Z o 0 1 M coN w w M W � a" J O LU <� m wZ) o Q �m 0 � w � J N Q O w = a U U C� a� N C N M 02 C-- ° 011 06 M �" C M C: Z w N o o C U E x o U) LU a ILI w U) U)LU ° O J Q UaQ U wQ U) zw zoo wF o¢ I zw� w 4o zxa > z -�_U o w M �v wU) z 2 o Z:)z C� s= � U W J (If J LLL LL w m F N w N F_ ° W o LU M N O Co HO LUQ O 0 O U 0 H w w x SUPPLEMENTAL CONDITIONS SCOPE OF WORK: THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, SUPERVISION, TRANSPORTATION AND INCIDENTALS NECESSARY TO CONSTRUCT THE PAVING, DRAINAGE, UTILITIES AND ASSOCIATED IMPROVEMENTS, IN ACCORDANCE WITH THE PROVISIONS OF THESE SUPPLEMENTARY CONDITIONS, SPECIFICATIONS AND THE DRAWINGS, ENTITLED, "CONSTRUCTION PLANS & SPECIFICATIONS FOR MALLARD LANDING, PREPARED BY SUMNER ENGINEERING & CONSULTING, INC. 410 NW 2ND STREET OKEECHOBEE, FLORIDA 34974, (863) 763-9474. IT IS THE OBJECTIVE OF THESE DOCUMENTS TO ASSURE THE TOTAL COMPLETION OF THE WORK REQUIRED TO PROVIDE PAVING, GRADING, DRAINAGE AND UTILITY IMPROVEMENTS FOR MALLARD LANDING. LOCATION: THE PROJECT IS LOCATED IN THE CITY OF OKEECHOBEE, WITHIN BLOCKS 4, 5, 6, 11, 12, 13, 20, 21 & 22 ACCORDING TO THE PLAT THEREOF. THE PROPERTY IS BOUNDED ON THE SOUTH BY NW 11TH STREET, THE NORTH BY THE CITY LIMIT DITCH, THE WEST BY THE BLOCKS ON THE WEST SIDE OF NW 7TH AVENUE, AND THE EAST BY NW 3RD AVENUE. PERMITS AND LICENSES: CONSTRUCTION PERMITS FOR CERTAIN ELEMENTS OF THE PROJECT WORK HAVE BEEN OBTAINED OR APPLIED FOR BY THE OWNER, AND THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE PROJECT REFLECT CONSTRAINTS AND CONDITIONS IMPOSED BY THESE PERMITS. THESE INCLUDE CONSTRUCTION PERMITS FROM THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE CITY OF OKEECHOBEE. THE CONTRACTOR SHALL PERFORM HIS WORK AND SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PERMITS AND APPROVALS, COPIES OF WHICH ARE AVAILABLE FOR HIS REVIEW AND USE FROM THE ENGINEER, UPON REQUEST. THE CONTRACTOR SHALL SECURE ALL WORK PERMITS, APPROVALS OR LICENSES REQUIRED TO PERFORM THE WORK, AND HE SHALL PERFORM THE WORK IN STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS OR LICENSES. REFERENCE TO OTHER DOCUMENTS: FOR BREVITY, REFERENCE MAY BE MADE TO OTHER SPECIFICATIONS OR DOCUMENTS WHICH WILL BE USED TO SPECIFY OR CONTROL THE MATERIALS PLACED IN THE WORK, THE CONSTRUCTION METHODS TO BE USED, THE TOLERANCES THAT WILL BE ACCEPTABLE, AND CONTRACTUAL OR LEGAL OBLIGATIONS. THE SPECIFICATIONS OR DOCUMENTS SHALL INCLUDE: 1. "STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT," THE LATEST EDITION, PREPARED BY THE ENGINEER'S JOINT CONTRACT DOCUMENTS COMMITTEE AND PUBLISHED BY THE NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS. REFERENCE SHALL BE MADE: "GENERAL CONDITIONS." 2. "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2000," PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. REFERENCE SHALL BE MADE: "FDOT SPECIFICATIONS." 3. "STANDARD PLANS 2022-2023" PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. REFERENCE SHALL BE MADE "FDOT INDEX" OR "FDOT STANDARD PLANS." 4. "AMERICAN SOCIETY FOR TESTING AND MATERIALS SPECIFICATIONS", LATEST EDITION REFERENCE SHALL BE MADE: "ASTM." 5. "CITY OF OKEECHOBEE LAND DEVELOPMENT REGULATIONS", LATEST EDITION. REFERENCE SHALL BE MADE AS "CITY CODE" OR "CITY STANDARDS" OR "CITY SPECIFICATIONS." 6. "OKEECHOBEE UTILITY AUTHORITY MANUAL OF STANDARDS", LATEST EDITION. REFERENCE SHALL BE MADE AS "OUA SPECIFICATIONS" BY REFERENCE, THE DOCUMENTS CITED ABOVE ARE MADE PART OF THESE SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE COPIES OF EACH IN HIS POSSESSION FOR USE THROUGHOUT THE BIDDING AND CONSTRUCTION OF THIS PROJECT WORK AND/OR BE FAMILIAR WITH THE APPLICABLE SECTIONS OF EACH DOCUMENT AND BE ABLE TO VERITY THAT ALL MATERIALS AND CONSTRUCTION METHODS ARE CONFORMANCE WITH THESE DOCUMENTS AND SPECIFICATIONS. ADDITIONALLY, THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL OTHER APPLICABLE LOCAL, REGIONAL, STATE AND FEDERAL LAWS, REGULATIONS AND CODES, ESPECIALLY OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS PART OF THE TRENCH SAFETY ACT AS PART OF LAWS OF FLORIDA, CHAPTER 90-96. CONTRACT ISSUES GENERAL CONDITIONS: UNLESS OTHERWISE STATED IN THESE SUPPLEMENTARY CONDITIONS, THE PROVISIONS OF THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT REFERENCED ABOVE SHALL BE USED TO GOVERN ALL ISSUES ADDRESSED IN THOSE GENERAL CONDITIONS FOR THIS PROJECT. OWNER -ENGINEER RELATIONSHIP: ANY AGREEMENT BETWEEN OWNER AND ENGINEER SHALL NOT BE CONSTRUED TO PROVIDE ANY OBLIGATION FROM THE ENGINEER TO ANY THIRD PARTIES INCLUDING, BUT NOT LIMITED TO, ARCHITECTS OTHER ENGINEERS ANY CONTRACTORS GENERAL OR SUB),NOR TO ANY SUCCESSORS TO THE OWNER. THE RIGHTS UNDER ANY AGREEMENT BETWEEN OWNER AND ENGINEER INURE ONLY TO THOSE TWO PARTIES. -TT - A --T!' 0 ERRORS OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS: PRIOR TO INITIATION OF THE WORK, THE CONTRACTOR SHALL CHECK DIMENSIONS, GRADES, ELEVATIONS AND THE SUMMARY OF ESTIMATED QUANTITIES SHOWN ON THE DRAWINGS TO ASSURE HIMSELF THAT THEY ARE CORRECT AND THAT THE WORK CAN BE ACCOMPLISHED AS INTENDED. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION WHICH HE MIGHT DISCOVER, BUT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SUCH DISCOVERY, WHO WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS HE DEEMS NECESSARY FOR REFLECTING THE ACTUAL SPIRIT AND INTENT OF THE DRAWINGS AND SPECIFICATIONS. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS PROVIDED BY BSM & ASSOCIATES. 30 SE 31ST LANE, OKEECHOBEE, FL 34974. (863) 484-8324 SOIL AND SUB -SOIL CONDITIONS: IT IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR TO: 1. PLACE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUB -SOIL DATA PORTRAYED ON THE DRAWINGS. 2. PERFORM HIS OWN SOIL AND SUB -SOIL INVESTIGATION TO DETERMINE THE NATURE, CHARACTER, LOCATION AND EXTENT OF ALL SOIL AND SUB -SOIL CONDITIONS THAT MAY AFFECT HIS WORK; AND 3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATION FOR ALL WORK NECESSARY TO ASSURE THAT THE SOIL AND SUB -SOIL CONDITIONS WILL MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND THE APPLICABLE REGULATIONS OF CITY OF OKEECHOBEE. THE WORK ESTIMATED QUANTITIES: THE QUANTITIES ESTIMATED FOR VARIOUS ITEMS OF WORK ARE ONLY ESTIMATES, AND MAY NOT REFLECT ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO COMPLETE THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DO ALL WORK AND TO FURNISH AND INSTALL ALL IMPROVEMENTS SHOWN ON THE DRAWINGS, WHETHER OR NOT THEY ARE SHOWN IN THE ESTIMATED QUANTITIES, OR WHETHER THE FINAL QUANTITIES ARE MORE OR LESS THAN THOSE ESTIMATED. PAYMENT OF ALL UNIT PRICE WORK SHALL BE ON THE BASIS STATED IN SECTION 11.9 OF THE GENERAL CONDITIONS. HORIZONTAL AND VERTICAL CONTROL: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED IMPROVEMENTS IN THE LOCATIONS SHOWN ON THE DRAWINGS, AND SHALL USE AS HORIZONTAL CONTROL POINTS THE EXISTING PROPERTY CORNERS AS SHOWN ON THE PLAN SHEET. THE HORIZONTAL CONTROL POINTS WERE PROVIDED BY BSM & ASSOCIATES. 30 SE 31ST LANE, OKEECHOBEE, FL 34974. (863) 484-8324. AS VERTICAL CONTROL, BENCHMARKS SHALL BE PROVIDED AT THE SITE, FOR USE IN ESTABLISHING THE NECESSARY ELEVATIONS AND GRADES AT THE LOCATIONS SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL CONTROL POINTS AND TO RE-ESTABLISH SAID POINTS AS NECESSARY. REMAINING HORIZONTAL AND VERTICAL CONTROL WORK SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS AND DETAILS. WRITTEN DIMENSIONS ARE PROVIDED FOR CLARITY. WHERE WRITTEN AND SCALED DIMENSIONS CONFLICT, WRITTEN DIMENSIONS SHALL GOVERN. COORDINATION OF WORK WITH OTHERS: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONSTRUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTERATION OF EXISTING IRRIGATION AND DRAINAGE FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO, THE OWNER HIS CONTRACTORS, SUBCONTRACTORS OR AGENTS. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCIES PRIOR TO COMMENCING THE WORK WITHIN THEIR JURISDICTION. STANDARDS FOR QUALITY AND WORKMANSHIP: ALL MATERIALS, EQUIPMENT AND SUPPLIES FURNISHED BY THE CONTRACTOR FOR PERMANENT INCORPORATION IN THE WORK SHALL BE NEW AND OF THE QUALITY STANDARDS SPECIFIED. WORKMANSHIP SHALL BE FIRST-CLASS AND THE FINISHED PRODUCT EQUAL TO THE BEST ACCEPTED STANDARDS OF THE TRADE FOR THE CATEGORY OF WORK PERFORMED. TEMPORARY UTILITIES: ALL ARRANGEMENTS AND COSTS FOR TEMPORARY POWER, WATER AND WASTEWATER FACILITIES DURING CONSTRUCTION SHALL BE RESPONSIBILITY OF THE CONTRACTOR. OBSERVING THE WORK: THE PROGRESS AND QUALITY OF THE WORK WILL BE OBSERVED BY THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE. NO OBSERVER IS AUTHORIZED TO CHANGE ANY PROVISIONS OF THE SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF THE OWNER'S ENGINEER, NOR SHALL THE PRESENCE NOR THE ABSENCE OF AN OBSERVER RELIEVE THE CONTRACTOR FROM ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO REQUIRED INSPECTIONS, AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL ALSO GIVE NOTICE TO APPROPRIATE GOVERNMENT AGENCIES PRIOR TO WORK IN A PUBLIC RIGHT OF WAY. THIS INCLUDES, BUT IS NOT LIMITED TO, OUA, FDOT AND OKEECHOBEE COUNTY. IN ADDITION TO THE REQUIREMENTS PREVIOUSLY REFERENCED, THE FOLLOWING MINIMUM CONSTRUCTION CONTROL CHECKPOINTS SHALL BE ADHERED TO, AND THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE FOR OBSERVATION: 1. PRIOR TO ANY DEVIATION FROM THE DRAWINGS; 2. PRIOR TO ANY BACKFILLING TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THAT JOINTING MAY BE INSPECTED; 3. PRIOR TO TESTING OF ALL HYDRAULIC CONDUITS. 4. PRIOR TO PLACEMENT OF ROADWAY BASE MATERIAL, CONCRETE OR ASPHALTIC CONCRETE. 5. UPON COMPLETION OF CONSTRUCTION FOR FINAL INSPECTION WITH THE CONTRACTOR OR HIS REPRESENTATIVE. TESTING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PERFORMED IN STRICT COMPLIANCE WITH THE SPECIFICATIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. THE NAME OF OWNER'S TESTING LABORATORY SHALL BE SUPPLIED AT THE PRECONSTRUCTION MEETING. EXISTING UTILITIES AND STRUCTURES: EXISTING UTILITIES, STRUCTURES AND FACILITIES SHOWN ON THE DRAWINGS WERE LOCATED AS ACCURATELY AS POSSIBLE FROM THE RECORDS EXAMINED. NO GUARANTEE IS MADE THAT ALL EXISTING FACILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRELY ACCURATE. THE CONTRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCATION OF THE UTILITIES, STRUCTURES OR FACILITIES PRIOR TO PERFORMANCE OF ANY WORK IN THE VICINITY. THE UTILITY COMPANIES OR UTILITY AGENCIES WILL CO-OPERATE WITH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO DAMAGE OR INTERRUPTION OF SERVICES DURING THE CONTRACTOR'S OPERATIONS. PRIOR TO START OF THE WORK, THE CONTRACTOR SHALL REQUEST THAT EACH UTILITY AGENCY ADVISE HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE CONTRACTOR'S OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY BRACING AND SHORING OF SAME. IN THE EVENT THAT IT IS NECESSARY TO SHORE, BRACE OR SWING A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION SECURED AS TO THE METHOD USED FOR ANY SUCH WORK. RESTORATION OF DAMAGED STRUCTURES OR UTILITIES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE TO ITS FORMER CONDITION, ANY AND ALL PORTIONS OF EXISTING UTILITIES, STRUCTURES, EQUIPMENT, APPURTENANCES OR FACILITIES, OTHER THAN THOSE TO BE PAID FOR UNDER THIS CONTRACT, WHICH MAY BE DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION, AT NO COST TO THE OWNER. FINAL CLEANUP: UPON COMPLETION OF THE WORK BUT BEFORE FINAL PAYMENT WILL BE MADE, THE CONTRACTOR SHALL CLEAR AND REMOVE FROM THE PROJECT AREA, ALL FALSE WORK, EQUIPMENT, SURPLUS AND DISCARDED MATERIALS, RUBBISH AND TEMPORARY STRUCTURES WHICH RESULT FROM THE WORK UNDER THIS AGREEMENT AND SHALL RESTORE IN AN ACCEPTABLE MANNER ALL PROPERTY WHICH HAS BEEN DAMAGED DURING THE EXECUTION OF THE WORK. GUARANTEE: ALL MATERIALS AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT, SHALL BE GUARANTEED BY THE CONTRACTOR AGAINST DEFECTIVE WORKMANSHIP, MECHANICAL AND PHYSICAL DEFECTS, LEAKAGE, BREAKAGE, AND OTHER DAMAGES AND FAILURE UNDER NORMAL OPERATION FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT, SAID DATE TO CONSTITUTE THE COMMENCEMENT OF THE ONE (1) YEAR WARRANTY PERIOD. ALL MATERIALS AND INSTALLATIONS PROVING TO BE DEFECTIVE WITHIN THE SPECIFIED PERIOD OF THE GUARANTY SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE CONTRACTOR. THE PERIOD OF GUARANTY OF EACH SUCH REPLACEMENT SHALL BE FROM AND AFTER THE DATE IN INSTALLATION THEREOF. TECHNICAL SPECIFICATIONS MATERIALS, CONSTRUCTION METHODS, TESTING AND TOLERANCES FOR ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS, AND WITH THE SPECIFICATIONS REFERENCED UNDER THE "SUPPLEMENTARY CONDITIONS." IN THE EVENT OF CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY. 1. MOBILIZATION/DEMOBILIZATION: THE WORK SPECIFIED IN THIS SECTION CONSISTS OF THE PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONS NECESSARY FOR THE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES AND INCIDENTALS TO THE PROJECT SITE, AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETY EQUIPMENT AND FIRST AID SUPPLIES, SANITARY AND OTHER FACILITIES, AS REQUIRED BY THESE SPECIFICATIONS, THE SPECIAL PROVISIONS, AND STATE AND LOCAL LAWS AND REGULATIONS. ALL COSTS FOR BONDS, PERMITS AND ANY REQUIRED INSURANCE, AND ANY OTHER PRECONSTRUCTION EXPENSE NECESSARY FOR THE START OF THE WORK, AS WELL THE COST OF THE REMOVAL OF THE ABOVE ITEMS, SHALL ALSO BE INCLUDED IN THIS SECTION. 2. CONSTRUCTION SURVEYING: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED IMPROVEMENTS AT THE LOCATIONS SHOWN ON THE PLANS. AS OUTLINED IN THE "SUPPLEMENTAL CONDITIONS," THE OWNER SHALL PROVIDE BASIC REFERENCE POINTS FOR HORIZONTAL CONTROL AND BENCHMARKS IN THE VICINITY OF THE WORK. ALL OTHER CONSTRUCTION STAKING FOR BOTH HORIZONTAL AND VERTICAL CONTROL NEEDED BY THE CONTRACTOR FOR CONTROL OF HIS WORK SHALL BE PERFORMED BY THE CONTRACTOR. 3. EARTHWORK AND GRADING: SHALL BE PERFORMED AS REQUIRED TO ATTAIN THE FINAL GRADES, TYPICAL SECTIONS AND ELEVATIONS AND TO ACCOMPLISH THE OBJECTIVES SHOWN ON THE PLANS FOR THE AREAS TO BE PAVED, SODDED, OR LANDSCAPED. MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF SECTION 120, FDOT SPECIFICATIONS. ANY PLASTIC OR ORGANIC MATERIAL WITHIN 36" OF THE FINISHED GRADE OF THE AREA TO BE PAVED SHALL BE REMOVED AND REPLACED WITH A-3 MATERIAL. ALL CLEAN EXCESS MATERIAL SUITABLE FOR FILL RESULTING FROM THE EXCAVATION SHALL BE INCORPORATED INTO THE ON SITE FILLING OR DISPOSED OF AS DIRECTED BY THE OWNER. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. THE WORK SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: THE SHAPING OF THE PROPOSED SWALES, DRY DETENTION AREAS, DITCHES, BUILDING PAD AREAS, PARKING AND LANDSCAPE AREAS, AND PERIMETER BERMS. 4. DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND LABOR NECESSARY TO COMPLETE THE PROJECT WORK FOR THE DRAINAGE IMPROVEMENTS AT THE LOCATION, SIZE AND TYPE SHOWN ON THE PLANS FOR THE FOLLOWING ITEMS IN ACCORDANCE WITH OKEECHOBEE COUNTY & FDOT SPECIFICATIONS. INCLUDED IN THE UNIT COSTS FOR EACH ITEM SHALL BE THE COSTS ASSOCIATED WITH THE DESIGN AND CONSTRUCTION, BY THE CONTRACTOR, TO COMPLY WITH THE TRENCH SAFETY ACT, LAWS OF FLORIDA, CHAPTER 90-96. BACKFILL AND COMPACTION OF TRENCHING FOR CULVERT INSTALLATION UNDER THIS SECTION SHALL BE IN ACCORDANCE WITH SECTION 125-8.3, FDOT SPECIFICATIONS. DENSITY TESTS SHALL BE PROVIDED AT THE FOLLOWING VERTICAL LOCATIONS: TWO TESTS* AT SPRINGLINE (ONE EACH SIDE OF THE PIPE); ONE TEST* AT ONE -FOOT ABOVE PIPE; AND ONE TEST* AT ONE -FOOT BELOW SUBGRADE OR FINISH GRADE. * = DENSITY OF AT LEAST 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99, METHOD C. THE MINIMUM NUMBER OF HORIZONTAL TEST LOCATIONS IS TWO PER CULVERT INSTALLATION, ONE PER 100 LINEAL FEET OF PIPE AND/OR ONE PER 20 FEET OF PAVEMENT CROSSING WHICHEVER IS GREATER. ADDITIONAL TESTS MAY BE REQUIRED AT MORE FREQUENT INTERVALS IF DEEMED NECESSARY BY THE ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER. THE TESTING AND RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PERFORMED IN STRICT COMPLIANCE WITH THESE ACTIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETEST REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS ABOVE SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. A. CULVERTS: CONSTRUCTION METHODS FOR DRAINAGE CULVERTS SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 125 AND 430, FDOT SPECIFICATIONS. 1)CORRUGATED ALUMINUM CAP: ALL CAP SHALL BE ALUMINUM ALLOY ROUND PIPE HELICALLY WOUND CORRUGATED PIPE CONFORMING TO AASHTO-M 196-74 AND FDOT SECTION 945. B. REINFORCED CONCRETE PIPE (R.C.P.): 1) RCP SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATIONS C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION, AND AS MODIFIED BY SECTION 941 OF FDOT STANDARD SPECIFICATIONS, LATEST REVISION, GASKETS FOR PIPE JOINTS SHALL CONFORM TO FDOT SECTION 942. C. CONTROL STRUCTURES: PRE -CAST CONCRETE CATCH BASINS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS C-478 AND FDOT STANDARD SPECIFICATION 425. CONCRETE FOR PRE -CAST BASINS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SHOP DRAWING ARE REQUIRED. NOTE: OUA WORKING HOURS MON.-THURS., 7:00 A.M.-5:30 P.M. FOR ALL INSPECTIONS. DEWATERING CONSTRUCTION DEWATERING MAY REQUIRE A SHORT OR LONG TERM DEWATERING PERMIT FROM THE SFWMD. IF DEWATERING IS TO TAKE PLACE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FOR HIS WORK. ADDITIONAL CONSTRUCTION NOTES ALL OFFSITE AREAS WILL BE REPAIRED TO PRE -CONSTRUCTION CONDITIONS, INCLUDING LANDSCAPING AND SOD. NO CLEARING OF PARCEL IS PERMITTED UNTIL A BUILDING PERMIT HAS BEEN ISSUED. 5. PAVEMENT IMPROVEMENTS: PAVEMENT CONSTRUCTION SHALL BE AT THE LOCATIONS AND TO THE ELEVATIONS SHOWN ON THE PLANS, AND IN ACCORDANCE WITH THESE SPECIFICATIONS, FDOT AND OKEECHOBEE COUNTY SPECIFICATIONS. A. PAVEMENT: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE ITEMS OF WORK FOR PAVING IMPROVEMENTS UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS. PAVEMENT SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THESE SPECIFICATIONS, FDOT AND OKEECHOBEE COUNTY SPECIFICATIONS. 1) STABILIZED SUBGRADE SHALL HAVE A MINIMUM FBV RATIO OF 75, AND MINIMUM DENSITIES SHALL BE 98% OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD C. MATERIALS AND CONSTRUCTION METHODS SHALL BE FURNISHED BY THE CONTRACTOR, AND CONFORM TO SECTION 160, FDOT SPECIFICATIONS FOR TYPE C STABILIZATION AND PAID FOR AS PART OF THE WORK UNDER THIS SECTION. COMPACTED SUBGRADE WITHIN THE LIMITS SHOWN ON PLANS. THIS STABILIZED SUBGRADE SHALL BE USED FOR ALL ASPHALT PARKING AREAS. 2) BASE COURSE SHALL BE LIMEROCK, COQUINA, OR SHELLROCK AS SHOWN ON THE PLANS. AFTER COMPACTION, THE BASE SHALL HAVE A DENSITY THAT IS 98% OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 200 OR 250, DOT SPECIFICATIONS, WHICHEVER IS APPLICABLE FOR THE BASE MATERIAL USED. THIS BASE COURSE SHALL BE USED FOR ALL ROADS. 3) SURFACE COURSE SHALL BE TYPE SP (SP-9.5 AND/OF SP-12.5 AS SHOWN IN THE CONSTRUCTION DETAILS), AND SHALL BE IN CONFORMANCE WITH THE LATEST FDOT STANDARD SPECIFICATIONS. 4) CONCRETE PAVING: CONCRETE PAVING SHALL MEET THE STRENGTH REQUIREMENT SHOWN IN THESE PLANS, AND SHALL BE EITHER FIBER OR STEEL REINFORCED AT THE DIRECTION OF THE OWNER. ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS IF DEEMED NECESSARY BY THE ENGINEER. PAVEMENT NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THAT ALL PAVEMENT RELATED WORK HAS BEEN PERFORMED IN STRICT COMPLIANCE WITH THESE SPECIFICATIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS ABOVE SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. MINIMUM TESTING DETERMINATION FOR ALL ITEMS OF WORK UNDER PAVING AREAS SHALL BE AS FOLLOWS: FLORIDA SOIL ITEM BEARING VALUE DENSITY THICKNESS SUBGRADE 100* 100* 50* LIMEROCK OR COQUINA BASE --- 100* 50* ASPHALTIC CONCRETE --- --- 50* * = MAXIMUM SPACING SHOWN IN FEET. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE FIRST EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED. B. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 711, FDOT SPECIFICATIONS, FOR THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS AT THE LOCATIONS SHOWN ON THE PLANS. 1) STRIPING AS SHOWN ON PLANS 2 MISC. TRAFFIC CONTROL AS SHOWN ON PLANS 3) ALL EXISTING MARKINGS THAT ARE IN CONFLICT WITH PROPOSED SHALL BE REMOVED VIA HYDRO -BLASTING 4) ALL MARKINGS WITHIN FDOT RIGHT-OF-WAY SHALL BE THERMOPLASTIC C. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED INCLUDING ALL SUPPORTING ELEMENTS TO INSTALL SIGNS AT THE LOCATION SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS AND OKEECHOBEE COUNTY SPECIFICATIONS. ALL SIGNS SHALL BE INSTALLED AS SHOWN ON PLANS. 6. EROSION AND POLLUTION CONTROL: THE CONTRACTOR SHALL TAKE SUFFICIENT PRECAUTIONS TO PREVENT WATER POLLUTION WITH AQUATIC WEEDS, FUELS, OILS, BITUMINOUS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS. ALSO, HE SHALL CONDUCT AND SCHEDULE HIS OPERATIONS SO AS TO AVOID POLLUTION OR SILTATION OF WATER BODIES OR TO INTERFERE WITH INDIGENOUS WILDLIFE. THE INSTALLATION OF TEMPORARY EROSION AND POLLUTION CONTROL FEATURES SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONTRACT. ANY EROSION OR SHOALING SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE. DUE TO UNANTICIPATED CONDITIONS, THE ENGINEER MAY DIRECT THE USE OF CONTROL FEATURES OR METHODS OTHER THAN THOSE INCLUDED IN THE ORIGINAL CONTRACT. IN SUCH EVENT THIS ADDITIONAL WORK WILL BE PAID FOR AS UNFORESEEABLE WORK. A. SOD SHALL BE PROVIDED AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO, ALL DISTURBED AREAS, UTILITY CONSTRUCTION SLOPES AND AREAS ASSOCIATED WITH THE DRY RETENTION AREAS SWALES. ALL CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 575 DOT SPECIFICATIONS, FOR ARGENTINE BAHIA SOD AND SHALL INCLUDE WATERING UNTIL THE PROJECT IS COMPLETED. B. ALL AREAS NOT SCHEDULED FOR SOD PER THESE PLANS NOR SCHEDULED TO BE STABILIZED PER THE LANDSCAPE PLAN (PROVIDED BY THE LANDSCAPE ARCHITECT) SHALL BE STABILIZED WITH SEED AND MULCH. C. POLLUTION CONTROL: WATER POLLUTION AND TURBIDITY CONTROL SHALL BE REQUIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS, LOCAL REGULATIONS AND SECTION 104, FDOT REQUIREMENTS INCLUDING BUT NOT LIMITED TO ONE OR MORE OF THE FOLLOWING OPTIONS; SHEET PILE OR EARTH COFFERDAM, HAY BALES, SEDIMENT BASIN, SILT FENCE OR TURBIDITY BARRIER. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN CANALS, PRESERVE AREAS OR IN A POSITION CLOSE ENOUGH THERETO, TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. 7. RECORD DRAWINGS: AFTER COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO SUBMITTAL OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE FINAL RECORD DRAWINGS TO THE OWNER OF THE IMPROVEMENTS. THE RECORD DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE O.U.A., F.D.O.T., D.E.P., S.F.W.M.D. AND CITY OF OKEECHOBEE, AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: THE FINAL LOCATION, BY REFERENCE TO AT LEAST TWO COMPLETED VISIBLE IMPROVEMENTS OR OTHER PERMANENT POINTS, OF ALL PAVING AND DRAINAGE ELEMENTS, AND SHALL INCLUDE ELEVATIONS OF PERTINENT POINTS IN THE PAVEMENT AND DRAINAGE IMPROVEMENTS, ALL REVISIONS TO THE ORIGINAL PLANS, VERIFICATION OF ALL DESIGN DIMENSIONS, ELEVATIONS, PIPE SLOPES, PIPE LENGTHS, INLETS AND CONTROL STRUCTURES LOCATION AND ELEVATIONS AND ALL OTHER INFORMATION NECESSARY TO HORIZONTALLY AND VERTICALLY LOCATE AND OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. DRAWINGS SHALL INCLUDE: A. INDICATION OF ANY CHANGES OR VERIFICATIONS GET MARKED B. INDICATION OF ALL "PROPOSED" OR "CONSTRUCTS" C. CHANGES TO LOCATIONS OF PIPE, VALVES, FITTINGS OR MANHOLES, ETC. D. A DETAIL BOX OF ANY SUBSTANTIAL CHANGES E. ALL ELEVATIONS FOR MANHOLES AND LIFT STATIONS F. ALL GRADES AND FOOTAGE ON SANITARY RUNS THE CONTRACTOR SHALL PROVIDE FIVE SETS OF RECORD DRAWING PRINTS, ONE SET OF DIGITAL COPY AND ONE COPY OF CERTIFIED FIELD NOTES TO THE OWNER THAT ARE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. PAYMENT FOR THE RECORD DRAWINGS SHALL BE ON A LUMP SUM BASIS. 8. SEWER SYSTEM SETBACK: PER STATE OF FLORIDA DEPARTMENT OF HEALTH F.A.C. CHAPTER 64E-6.005, TO PREVENT UNSAFE DISCHARGE OR HEALTH HAZARDS SEPTIC SYSTEMS MUST MEET THE FOLLOWING SETBACK CRITERIA: F.A.C. CHAPTER 64E-6.005(1) SYSTEMS AND SEPTAGE STABILIZATION FACILITIES ESTABLISHED AFTER THE EFFECTIVE DATE (EFFECTIVE DATE MAY 24, 2004) OF THE RULE SHALL BE PLACED NO CLOSER THAN THE MINIMUM DISTANCES INDICATED FOR THE FOLLOWING: (a) SEVENTY-FIVE FEET FROM A PRIVATE POTABLE WELL AS DEFINED IN RULE 64E-6.002(44)(a), OR A MULTI -FAMILY WATER WELL AS DEFINED IN RULE 64E-6.002(44)(c). (d) FIFTY FEET FROM A NON -POTABLE WATER WELL AS DEFINED IN RULE 64E-6.002(39). (e) TEN FEET FROM ANY STORM SEWER PIPE, TO THE MAXIMUM EXTENT POSSIBLE, BUT IN NO INSTANCES SHALL THE SETBACK BE LESS THAN 5 FEET. (1) FIFTEEN FEET FROM THE DESIGN HIGH-WATER LINE OF THE RETENTION AREAS, DETENTION AREAS, OR SWALES DESIGNED TO CONTAIN STANDING OR FLOWING WATER FOR LESS THAN 72 HOURS AFTER A RAINFALL OR THE DESIGN HIGH-WATER LEVEL OF NORMALLY DRY DRAINAGE DITCHES OR NORMALLY DRY INDIVIDUAL -LOT STORMWATER RETENTION AREAS. F.A.C. CHAPTER 64E-6.005(3) EXCEPT FOR THE PROVISION OF S. 381.0065(4)(g)1. AND 2., F.S., SYSTEMS AND SEPTAGE STABILIZATION FACILITIES SHALL NOT BE LOCATED LATERALLY WITHIN 75 FEET OF THE BOUNDARIES OF SURFACE WATER BODIES. SYSTEMS AND SEPTAGE STABILIZATION FACILITIES SHALL BE LOCATED A MINIMUM OF 15 FEET FROM THE DESIGN HIGH WATER LINE OF A SWALE, RETENTION OR DETENTION AREA DESIGNED TO CONTAIN STANDING OR FLOWING WATER FOR LESS THAN 72 HOURS AFTER A RAINFALL, OR THE DESIGN HIGH WATER LEVEL OF NORMALLY DRY DRAINAGE DITCHES OR NORMALLY DRY INDIVIDUAL LOT STORM WATER RETENTION AREAS. WATER DISTRIBUTION SYSTEM NOTES: 1. ALL NEW AND RELOCATED WATER SERVICES SHALL BE IN CONFORMANCE WITH THE STATE PLUMBING CODE, AND SHALL MEET THE OKEECHOBEE UTILITY AUTHORITY'S (OUA) CODES AND STANDARDS. ALL NEW AND RELOCATED WATER MAIN PIPE, FITTINGS, VALVES, AND FIRE HYDRANTS SHALL BE IN CONFORMANCE WITH APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. ALL NEW AND RELOCATED WATER MAIN PIPE AND FITTINGS SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD. ALL SOLDERS AND FLUX FOR NEW AND RELOCATED WATER SERVICES SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 2. ALL PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF NEW OR RELOCATED WATER MAIN PIPE SHALL BE IN CONFORMANCE WITH APPLICABLE AWWA STANDARDS. 3. NEW AND RELOCATED WATER MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND/OR THE MANUFACTURER'S RECOMMENDED PROCEDURES. 4. ANY ROCK AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS AND/OR THE PIPE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE SHALL BE REMOVED TO A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE, AND CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND NEW AND RELOCATED WATER MAIN PIPE TO A SUFFICIENT HEIGHT ABOVE SUCH PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 5. ALL TEES, BENDS GREATER THAN 10 DEGREES, PLUGS, AND HYDRANTS IN NEW AND RELOCATED WATER MAINS SHALL BE PROVIDED WITH RESTRAINED JOINTS TO PREVENT MOVEMENT. RESTRAINED JOINTS SHALL BE DIP AS FOLLOWS: RESTRAINED JOINT SHALL BE U.S. PIPE FIELD LOK, AMERICAN DUCTILE IRON PIPE LOK-FAST, EBAA IRON MEGA -LUG, OR AN EQUIVALENT PRODUCT. THE RESTRAINT METHOD SHALL BE SUITABLE FOR THE PIPE SIZE THICKNESS AND TEST PRESSURE AS REQUIRED FOR THE SPECIFIC DESIGN CASE. 6. ALL NEW AND RELOCATED WATER MAINS SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. 7. ALL NEW AND RELOCATED WATER MAINS BE DISINFECTED IN ACCORDANCE WITH AWWA C600, SECTION 4, C601, C651 AND RULE 62-555.345, F.A.C. THE HYDROSTATIC TEST SHALL BE OF 2 HOURS DURATION AT 150 PSI. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE AFTER COMPLETE DISINFECT ION OF THE PROPOSED SYSTEM, AND SHALL BE MADE UNDER THE DIRECTION OF A REPRESENTATIVE OF THE OKEECHOBEE UTILITY AUTHORITY. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE UNDER THE DIRECT SUPERVISION OF THE OUA. ALL WORK SHALL BE PERFORMED ACCORDING TO THE PROCEDURES DESCRIBED IN THE OUA MANUAL OF STANDARDS. 8. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NECESSARY TO PERFORM THE OPERATIONS REQUIRED TO COMPLETE THE TESTING AND STERILIZATION. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL WATER REQUIRED FOR TESTS AND FLUSHING. 9. AFTER THE LEAKAGE TEST HAS BEEN PERFORMED, EACH SECTION OF THE COMPLETED PIPELINE SHALL BE THOROUGHLY FLUSHED. (MINIMUM AMOUNT OF WATER USED FOR FLUSHING SHALL BE 2'/z TIMES THE VOLUME OF THE COMPLETED SECTION OF PIPELINE.) FOLLOWING THE FLUSHING OF THE COMPLETED PIPELINE, THE CONTRACTOR SHALL STERILIZE ALL DISTRIBUTION AND SERVICE MAINS PER AWWA C-601. THE DISINFECTING AGENT SHALL REMAIN IN THE PIPELINE WATER SYSTEM FOR A 24-HOUR PERIOD. THE SYSTEM SHALL AGAIN BE THOROUGHLY FLUSHED OUT. SAMPLES SHALL THEN BE TAKEN BY THE CONTRACTOR AND DELIVERED BY HIM TO THE COUNTY HEALTH DEPARTMENT OR APPROVED LABORATORY FOR ANALYSIS. 10. IF THERE ARE ANY NEW OR RELOCATED WATER MAINS THAT CROSS ANY SANITARY SEWERS, FORCE MAINS, OR RECLAIMED WATER LINES, THE WATER MAINS MUST CROSS ABOVE SUCH PIPELINES WITH A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAINS AND THE OUTSIDE OF SUCH PIPELINES, OR SUCH CROSSING MUST BE ARRANGED SO THAT ALL PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN FEET BETWEEN ANY TWO JOINTS (OR, ALTERNATIVELY, THE SANITARY SEWERS, STORM SEWERS, FORCE MAINS, AND RECLAIMED WATER LINES AT SUCH CROSSINGS MUST BE PLACED IN SLEEVES OR ENCASED IN CONCRETE TO OBTAIN THE EQUIVALENT OF THE TEN -FOOT SEPARATION BETWEEN JOINTS); OR DATA JUSTIFYING AN EXCEPTION TO THESE SEPARATION REQUIREMENTS MUST BE ATTACHED IN ACCORDANCE WITH RULE 62-555.314(4), F.A.C. 11. CONFLICTS BETWEEN WATER, SEWER AND DRAINAGE CONDUITS SHALL BE RESOLVED IN ACCORDANCE WITH THE FDEP STANDARD STATEMENT OF THE RESOLUTION OF CONFLICTS CONTAINED IN THE PROJECT SPECIFICATIONS, AND WITH APPROVAL OF THE ENGINEER AND THE OUA. 12. ALL POTABLE WATER SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "MINIMUM TECHNICAL STANDARD" AND ATTACHMENTS, EXHIBITS AND REVISIONS THERETO AS ADOPTED BY THE OUA. THIS INCLUDES BUT IS NOT LIMITED TO PIPE MATERIALS, FITTINGS, GRAVITY SEWER LEAKAGE TESTING AND WATER DISTRIBUTION SYSTEM HYDROSTATIC AND LEAKAGE TESTING. 13. ALL PIPE LENGTHS SHOWN ARE "PLUS OR MINUS" DIMENSIONS AND ARE MEASURED FROM CENTER OF FITTINGS AND/OR STRUCTURES. PAYMENT SHALL BE BASED ON PLAN QUANTITIES. 14. WATER MAIN LENGTHS SHALL BE ADJUSTED AS NECESSARY TO PROVIDE ADEQUATE LENGTHS FOR THE INSTALLATION OF FIRE HYDRANTS AND SERVICE CONNECTIONS AS SHOWN ON THE PLANS. PLAN LENGTHS SHALL INCLUDE ALL THRUST BLOCKS, MECHANICAL JOINTS AND OTHER ACCESSORIES AND APPURTENANCES NECESSARY FOR THE CONSTRUCTION. 15. WATER MAINS SHALL BE LAID WITH A MINIMUM OF 30 INCH AND MAXIMUM OF 36 INCHES OF COVER. EXCEPT UNDER PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY WHERE MINIMUM COVER SHALL BE 36 INCHES AND MAXIMUM OF 42 INCHES. 16. POLYVINYL CHLORIDE PIPE (PVC) FOR PIPES 3" OR LESS SHALL MEET THE REQUIREMENTS OF ASTM D-1785 (SCHEDULE 80) OR ASTM D- 2241. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJUSTMENT OF VALVE BOX COVERS, GRATES, CLEAN OUTS, ETC., NECESSARY TO MATCH FINAL GRADES AS SHOWN ON PLANS. 18. WATER SERVICES SHALL BE EXTENDED TO THE RIGHT-OF-WAY LINE. 19. METALLIC -BACKED INDICATOR TAPE AT LEAST 3" WIDE SHALL BE INSTALLED OVER ALL PVC MAINS AT 18" BELOW GRADE. THE COLOR SHALL BE BLUE. A LOCATOR BALL SHALL ALSO BE PLACED AT EACH FITTING AND CHANGE IN DIRECTION OF THE PIPE. 20. THE FIRE HYDRANT ASSEMBLIES SHALL BE CONSTRUCTED WITHIN THE RIGHT OF WAY. _- • • _- _- _- _- _- -- 0 Z 0 LL Z Lli a Lu J m o O W J Y J O Q 2 V Z p Lo J Co U) m N w W co W Q Q LL J Ow D z m W ::) m a LL 0_ c) W O 2i � J N Q 0 0- w = 0- (U N U 6 O c: +_• y N N O 5 C Q) N M O �� m r- o z 06 ad N M r- = c - c-,C/n ro .. d1 1-1 o m N N - N ., r- O .5v� 5� � C O W Np U,� W�'tua(D o C E V c-O 4 Q 0 - Q u � U 0- W > w ) df U) O u� z�a zP,4 Q c) WA 4-,�5 U) 8 �a W W 00 °x� LL 44 ,4 (.� OCAw 0� ¢ �a oaZ 1-4 O wHU cn u.i a� M 0�v wLn z 2 o Z) z U) m c 2 c >-U w J c J U-w u_ w co (n :,,- T_ FN Z H N 0 ots M N cn a C:) W 0 O W E_ O 0 U. A 0 T_ W O a iU U) w x STANDARD WATER/SEWER SEPARATION STATEMENT A. SANITARY SEWERS, FORCE MAINS, SEWER LATERALS AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS, SEWER LATERALS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS, SEWER LATERALS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. B. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTRIBUTED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). C. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. D. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS AND BETWEEN SEWAGE RECLAIMED WATER LINES AND COLLECTION LINES. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES AND SEWER LATERALS. AT CROSSINGS PROVISIONS OF FAC RULE 17-604 AND 10 STATES STANDARDS APPLY. REVISION COMMENT: V Z LL Z a w J m O W J Y J O Ca G V Z J C*0 cl m N W W —J Q Q LL J OW D z W m O a > LL Q � LL] Lu J N Q 0 d L.0 = a (U � N U � O � y � N O � C N M O co a1 o pg •L O C/1ct J "O d1 O M N N N O �cm u �00 ° O co� o, 0 cQ U i w d Lu 0 Lu Z U °x-'� LPL 44 xo oDO �a LLJ oaZ O wHU u.i � M uJ Ln Z 26 Z) Z fn y � c } U W J c J LL LL LL LL (fl ♦ ) H N Ul N x O a 06 _ F— M N O O L C° F— w O A 0 LL Z C� N W O a �U H W x EP: 144+ 0.0 EP: 159+00.0 EP: 174+00.0 N: 106319 .21 O N: 1063199. 0 o N: 1063201. 5 Oo E.- 70916 .46 O + E: 709924. 2 O + E.-710664. 7 + o Z LL Z Ld Q W O 0 O 0 J 00 O + o _ o Co � T N O 0 80' 1 60' U LU cv T Scale: 1" = 80' W o o o J O m Q O O o 10 00 11+00 O 1 00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 O 20+00 21+00 22+00 23+00 24+00 25+00 26+00 o +00 28+00 29+00 30+00 NW 14TH STREET V O ± O O + + J M C 00 N LLJ M W Q Q LL J C� L u o O O 0 m W + O + m O T T T J N wo o O T oT� d _ O�z TNO C moo �O� U m Co N 40 00 41+00 'R 00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 T 5O�V 51+00 52+00 53+00 54+00 55+00 56+00 +00 58+00 59+00 60 00 o N Cl)i NW 13TH STREET O o T O + N z, N w r- O N M �J W No =�,�++ L � -- U a O U 4 (� � U) Q a� O O F� O [~ T f� + r� Q� V U + _ w z z z a- o�� 0 0�� o 0 O Qi) �No �`O J x� Ca7 �Nm `Q' Q U 4� Cl m T 1 SOW - cn Q z o ww� 7 o� 70 00 71 +00 72 00 73+00 74+DO 75+00 76+00 77+00 78+00 79+00 80L f 0 81 +00 82+00 83+00 84+00 85+00 86+00 87LL- +00 88+00 89+00 90+00 z�a + NW 12TH STREET oLU + p 0 ALIGNMENTS o t + STREET LENGTH BEARING START END +t 0 T NW 14TH STREET 2000' N890 48' 04.39"E 1062985.8055,708970.1723 1062992.7443,710970.1603 T NW 11TH STREET 2000' N890 49' 33.51"E 1061831.6095,708973.8069 1061837.6841,710973.7977 NW 13TH STREET 2000' N890 51' 03.09"E 1062602.1741,708971.3804 1062607.3801,710971.3736 O o O O O + NW 12TH STREET 2000' N89° 49' 05.62"E 1062216.3800,708972.5953 1062222.7249,710972.5852 + N w NW 7TH AVE 1400' N00° 11' 31.33"W 1061797.2178,709174.1501 1063197.2100,709169.4578 Co w� NW 5TH AVE 1400' N00° 10' 38.74"W 1061799.5107,709929.0539 1063199.5040,709924.7186 T o o 2 z t t o NW 3RD AVE 1400' N00° 10' 24.91"W 1061801.7585,710669.1068 1063201.7521,710664.8653 g +�� O O 0 O O�� NO J o O + � O r" O U C W 100 00 101+00 102 00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 1lQto0 111+00 112+00 113+00 114+00 115+00 716+00 11 +00 118+00 119+00 120+00 gP: + P: 145+00.0 1 + B 160+ 0.0 130+00.0 N: 1061797.22 o N: 1061799.57 O NW 11TH STREET N: 1061801.76 00 E: 709174.15 o E: 709929.05 O E: 710669. 1 1 + � N 2 w N Q J F-0� Z OC Lu N N O Lu o N Z = �C:) 0�0� A Ov M O U H EXISTING DRAINAGE PIPE TO BE REMOVED 3 CMP - - V. ELEV. = 19.84' - - = = 7 t 1 CITY LIMIT DITCH -- -- --� L—--- ----------- _ ________—__--- —_— ______ _____________=-======= — ----------- --------- _-- — =__-- ---- =�L-- _—-----_-- __---_= =----_-- --Ta 071 =- --21+�0-====--24+00 ---- _===___=_= -0 28+00 _ =_ __—__ INV. ELEV. =22.22' ====-=--------- ---_ __ �_ _ — - 24" CMP 7310" (CRUSHED) - - - - - - - _ = = 22 - CMP 2� - - �Zff - - - - - � i t - A \ \ / -- -- - - - - - _ - - - - - ! A INV. ELEV. = 22.67' / INV. ELEV. = 20.08' -, !Q) I / I 0o I �' I111 I/� l l _' �� ✓ /� �_'/ /� � `'� � `"� � \ I I �' � I1 / �\ ) I / / / /-1 /1 \ I I > r� l \� III f III \ '-�� \ " —' I // / I I ,0 1 1 \ 1 � � \�.� � \r I ,---'�J //// � O I o I `III � � � / ` � � l o ) / \ \ I \ �_,-- I , �—�. ( ,--, I o I \� I 27 ----------- _----' C +I(' 0wM 5_3+OO4r-�45+00 4600 47+00 48+090 � si 41+00 � �wMwror MIS— wM 1 1 — J NW 13TH STREET / o I 18" CMP - n/n wnn w\A = ��k — / �NNI- — — W1� I / f I l l / \ • \ 111V — — — — — / — — — — — — — — — — — — — — -- -7 / %LPT6 'T 1-14 ELF. 6.515 26.4 /I I III �` x 7 7=26.5Q �WLPT1-1.vLPE 1-13 0.365 ACRE WETLAND TO cn ELEV. = 26,Z — - 26.5 BE FILLED/IMPACTED L-1 Ix O I 4 I WLPT 1-12 \ , 00 h WLPT 1-1 LEV. =26.4 I I I \ i +� \1 LEV.=26.5 -- I1 � I WLPT /�EL T 1 111 26. LEV. 26.5 EXISTING-DR,AINAGE LPT '6 LPT STRUCTURES A PIPE = 2.5 TOBLR_EMO/ �I h k J EXISTING ASPHALT E2v 1 6.4_� / o} \ ( I I + I h I SITE BM# l0000 I �) ROAD TO REMAIN 1 EiEV. N: 1062263.01 - 1 rWLP'� 1-i I 1' E: 709291.72 - - - - / 1 I LPT 1-2 ~ - 'ELEV. = 26.0 CATCH EAS , - \ f ELEV.= 28.76' - - - - - - o / IEDEV. = 26.6 RIM ELEV. = 24. 8' i 18"CMP `------ - --------- ------ / WLPT1-5 WLPT1-6 � - I� ELEV. = 26.3 _ _ _ _ _ _ ELEV. = 26.7 f INV. ELEV. =2L. - - - - ------------------------- 18 CMP 77+00-INV.ELEV.=7,q. 500 - - - - - - - - - - - 80 0 / 87+�0 82+00 83+00 �84+00 / �5+00 86+00 ---- -- - -_-_ / �� - __ - ----- _ S �iS I _ -_ - - - - o CATCH 3 IN - - - - - - S EL - - - - R> VEk�AX.15" CMPmatt"- — - - - - -_� + �� _(� �� - - �- - - - - - - - - - - - - - - - - - - - - - - - - ,lv = 2-11 � - - 1- - - - RIM ELEV.,9 2 .03' - - - - - - - VT - - _ -I LEV. -" I\\ - - - - -�-8-- E CAM .83 / i ! INV. ELEV. = 21.83' FINISH FLOOR ELEV. = 29.4' .00R ELEV. 2CT9f4' LOOR LLLV. = 2,9.6' ELEV. = 29.T ---� FLOOR EL�—\fy 1 I 7 / ! / I I I / - SA 11 ARY SEWER MANHOLE, RIM E EV.=28.22' �/ +✓ 8" Pvc (S) O I I I ��"� I .(�IIItjig'FATION EXISTING H��e �_�,S I I 8„ PVC (E) I III v ni I ELEV. = 11.32' V / I I' II II I J \) o Avkirrh67.4 Cf) l > \ I I II I f/ I f /ASP14ALT MILLINGS ROAD TO II I BE PAVED (SEE SHEET C 1. 1) a I I II 1 II I I\ _ _--_ ( _ _ — — — — — — --- 107+09/\� / I 10 \ 0Q� _ 14].�0 Q - - �04J-0LL - - - 105+e0� 106+00 107+00 108+00 109+ 0 I s i s S+— s s I 1 b vo 1 1 7� 00 1 12+00 1 13+00 1 14+00 1 75+00 -� ci C� Q ¢ o �_ S S S c m c� c 1 16+00 I c S gpj1� 0 .0 ----------� s sT rr--+ Aso 45+-00. _ ("- - NW 1ITT STREET �_.�� B 16 6 N: 7061�7.R2 0 ---------------------�-SANITARY WE -- -- - ,57 v _ S o / N: 1061801. 74.15 0 ---------, ---------��-`��--� �/ E: 710669. O 1 INV. ELEV. = 12.23' m 58+00 wM IINV. ELEV. M24.62' 0 118+00 y 124"CMP INV. ELEV.ji, II • 80 •• —� Scale: 80 BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... olll��dj� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 Z ILL Q W J 00 O N I.f a w Lu J O a V Z M i M V) 00 N w w M W - Q LL_ J O Lu M z m w� o Q 3m LL Q T LL] J CN! V Q O d W d U � N U '+r y N � N O � C_Q M 0 rn ° oe$ 05 M 0)"o '!:43 Cd a�Nwr- o C: o� w;yo �� Zs o c U cd U) Q 0 Lu y U • Lu (n a- C7 J x Cn Q 49 u�� Cn z6 W LL_ 44 — 0 °x� F. � w �o zx¢ > W � M �v W Lo Z Z)z a) In c r .0 W J O J LL LL LL Lu CD r H N w N ♦/� V� x 0 Z O O 2 N 1 — W N � Q Lo A W 0a 0 CD U H 0 0 0 8 0 - 7 o 0 El 12100 O❑ ❑❑ ❑❑o 0 BLOCK 6 O � I � 0 0 0 9 10 11 BLOCK 5 0 ❑ 0 0 ❑ ❑ ❑ 0 0 BLOCK 12 I I 12 13 14 15 I 16 17 18 0 o 0 0 0 0 BLOCK 21 I � I I I I I I 12 13 14 15 16 17 18 I NC BLOCK 5 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 102.6 130 25 10 25 10 2 82 130 25 10 10 10 3 82 130 25 10 10 10 4 82 130 25 10 10 10 5 1 82 130 25 10 10 1 10 6 82 130 25 10 10 10 7 94 142.5 25 10 25 10 8 75 142.5 25 10 10 10 BLOCK 6 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 1 78.5 1 150 25 1 10 1 10 10 2 1 78.5 1 150 25 1 10 1 10 10 BLOCK 11 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 72 150 25 10 10 15 2 57 150 25 10 0 15 3 57 150 25 10 0 15 4 57 150 25 10 0 15 5 j 72 150 j 25 j 10 10 10 BLOCK 12 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 92 150 25 10 25 10 2 70 150 25 10 10 10 3 70 150 25 10 10 10 4 70 150 25 10 10 10 5 1 70 150 25 10 10 10 6 70 150 25 10 10 10 7 70 150 25 10 10 10 8 88 142.5 25 10 25 10 9 70 142.5 25 10 10 10 10 70 142.5 25 10 10 10 11 1 88 142.5 25 10 10 1 25 12 70 150 25 10 10 10 13 70 150 25 10 10 10 14 70 150 25 10 10 10 15 70 150 25 10 10 10 16 1 70 150 25 10 10 1 10 17 70 150 25 10 10 10 18 92 150 25 10 10 25 BLOCK 21 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 92 150 25 10 25 15 2 62 150 25 10 0 15 3 75 150 EXISTING HOME 4 75 150 EXISTING HOME 5 75 150 EXISTING HOME 6 75 150 EXISTING HOME 7 62.5 150 25 10 15 0 8 88 142.5 25 10 25 10 9 70 142.5 25 10 10 10 10 70 142.5 25 10 10 10 11 88 142.5 25 10 10 25 12 70 150 25 10 10 10 13 70 150 25 10 10 10 14 70 150 25 10 10 10 15 70 150 25 10 10 10 16 70 150 25 10 10 10 17 70 150 25 10 10 10 18 92 150 25 10 10 25 BLOCK 22 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 72 150 25 10 10 15 2 57 150 25 10 0 15 3 57 150 25 10 0 15 4 57 150 25 10 0 15 5 72 150 25 10 10 10 0 60' 120 Sccle: 1 " = 60' NO: DATE: REVISION COMMENT: BY: V Z J U- Z Q Ld J m O w Q W J Y J O Q V Z o � M cl m N w W M W Q U- J CD W Dz m W o Q �m L rnW LU J N Q 0 w = d U � U Q) � O a� N 0 a, ° 06 a� o6 M ct . ° J ct ° N N�NwI� N O W N O v O o U) LU U w �• a- ° cnLU z zH� Q U wQ z¢x w° LL ¢ w > w d M LU� wLO z 2 6 Dz COa) cn � U W J � J LL � LL w 6 � H N ti N o a W W 0,6 M N O N 0 0 J Q c) I U LU O Q Z Lc) m W o O� J W w w � /� n 20100 21 i00 12�00 13 00 24�00 15�00 -00 moo ❑ 1 ❑ C 0 0 0 F- 11 I to O O O O O O O O BLOCK 4 O 0 0 I BLOCK 13 19 20 11 12 13 14 15 16 � 17 18 o ° o 0 0 ❑ I I I ❑ 10 O O O O O O O O O 0 I BLOCK 20 I UR 0 11 12 13 14 15 16 17 18 19 20 0 WE CF BLOCK 4 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 78.5 130 25 10 10 10 2 57 130 25 10 0 15 3 57 130 25 10 0 15 4 57 130 25 10 0 15 5 57 130 25 10 0 15 6 57 130 25 10 0 15 7 57 130 25 10 0 15 8 57 130 25 10 0 15 9 57 130 25 10 0 15 10 57 130 25 10 0 15 1- 1 78.5 130 25 10 10 10 BLOCK 13 rq Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 83 150 25 10 25 10 2 63 150 25 10 10/0 10/15 3 63 150 25 10 10/0 10/15 4 63 150 25 10 10/0 10/15 5 63 150 25 10 10/0 10 / 15 6 63 150 25 10 10/0 10/15 7 63 150 25 10 10/0 10/15 8 63 150 25 10 10/0 10/15 9 63 150 25 10 10/0 10/15 10 83 150 25 10 10 25 11 83 150 25 10 25 10 12 63 150 25 10 10/0 10/15 13 63 150 25 10 10/0 10/15 14 63 150 25 10 10/0 10/15 15 63 150 25 10 10/0 10/15 16 63 150 25 10 10/0 10/15 17 63 150 25 10 10/0 10/15 18 63 150 25 10 10/0 10/15 19 63 150 25 10 10/0 10/15 20 83 150 25 10 10 25 W O z W W NOTE 1: Lots 2-7 and 12-19 this block may be traditional or "Zero Lot Line", depending on product offered by builder. Building envelope for traditional lot setback shown. BLOCK 20 Lot No. Width (ft) Depth (ft) Front (ft) Rear (ft) Side (ft) Side (ft) 1 83 150 25 10 25 10 2 63 150 25 10 10/0 10/15 3 63 150 25 10 10/0 10/15 4 63 150 25 10 10/0 10/15 5 63 150 25 10 10/0 10/15 6 63 150 25 10 10/0 10/15 7 63 150 25 10 10/0 10/15 8 63 150 25 10 10/0 10/15 9 63 150 25 10 10/0 10/15 10 83 150 25 10 10 25 11 83 120 25 10 25 10 12 63 150 25 10 10/0 10/15 13 63 150 25 10 10/0 10/15 14 63 150 25 10 10/0 10/15 15 63 150 25 10 10/0 10/15 16 63 150 25 10 10/0 10/15 17 63 150 25 10 10/0 10/15 18 63 150 25 10 10/0 10/15 19 63 150 25 10 10/0 10/15 20 83 150 25 10 10 25 W H O z W W NOTE 1: Lots 2-7 and 12-19 this block may be traditional or "Zero Lot Line", depending on product offered by builder. Building envelope for traditional lot setback shown. 0 60' 120' Scale: 1 " = 60'L I j NO: DATE: REVISION COMMENT: BY: ULU ) CD < V Z ILL Z Q w J m � O � w Q w J Y J O Q V Z o� V) � M m N W M W p :3 —j Q u_ J U w m � � a w0 �:m 0 M W rn� � J N Q Q IL w = IL U � � U � O C: '+r � O N � N O o U � 06 Ozf � o0 w Q)o g-a o v7 Q o � � w w � SEE SHEET C 1.2 FOR CONTINUATION MATCH LINE STA 136+50 (NW 7TH AVE) ; F I I I 11 O O 4 I I I D-D al �I Q W C7 d A II to I I I I I I ° I I� I 4:1 CONCRETE M.E.S. F 1 1 INV. EL. 24.8' CIO STA 72+37.1 29'L I SITE BM# 10000 N: 1062263.01 E:709291.72 H ELEV.= 28.76' CIO 71 +00 I 72 00 i F MINIMUM PERIMETER GRADE 27.0' AND REAR LOT SWALE PER SECTION B-B (TYP) � I I o 2 M- W V) 101+00 02 00QQ MINIMUM PERIMETER GRADE BP: 130+00.0 (C/L NW 11TH ST ROW) 27.0' N: 1061797.22 O r� 56 LF 19"X30" ERCP 73+00 w a 1.4 74+00 E--_ � E - 15' ALLEY (TYP) SWALE TOP OF SWALE TOE OF BANK (TYP) SLOPE (TYP) e e.` 75+00 76+00 NW 12TH STREET 77+00 78+00 (70' ROW) SHELL VEWA — — — — — — - - — — —— — — — �M — — — WM — — — - Mi WM SAWCUT EDGE OF EXISTING PAVEMENT 4:1 CONCRETE M.E.S. AND MATCH EXITING INV. EL. 24.9' GRADE WITH CLEAN STA 72+37.1 27'R BUTT JOINT SWALE TOE OF SLOPE (TYP) SWALE TOP OF BANK (TYP) 4' CONCRETE SIDEWALK (TYP.) SEE DETAIL SHEET D 1.1 R=35' (TYP) H a d i� W d � a 103+00 104+00 105+00 — — — — p — — — WM — — — — — WM — — — - STAMP E 15' ALLEY (TYP) z [� 0 I —I zZ 0 � �IO w w� 8 C/) V 706+00 NW 11TH STREET 1o7+00 108+00 w (70' ROW) �f C1. 1111111111 1 IN 0 40' 80' Scale: 1 " = 40' LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT 17.0' PROPOSED GRADE (NAVD) TYPE C INLETS MITERED END SECTION SWALE TOE OF SLOPE ---- SWALE TOP OF BANK FLOW ARROW PROPOSED SIDEWALK WM EXISTING WATER MAIN FM EXISTING FORCE MAIN 2WM PROPOSED 2" WATER MAIN sWM PROPOSED 6" WATER MAIN s s PROPOSED 8" GRAVITY SEWER OO SEWER MANHOLE ►t VALVE PAVEMENT RESTORATION BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... ""�� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 Z J IL Z J LLI LLI 00 O w Q W J O CQ G v Z M V) L0 i CY) 00 N W M W Q IL J (D w > m >z W O Q m LL Q CY) IL] LLJ J N Q 0 d W = [Y d U E � U � O O N C_Q M 0 rn ° 06,5 M C C J �%i •.� d1 0O .5 zoo W N o o U � � 0 o U) U a- W W a- c� � x3 °�° Q� u� U)o� W�o � ox� W �O zx¢ > Lu � M It W Lo Z Lo 26 Z)z U) C r .0 W J � J LL LL LL W Z ZQ F-� tiN J 0 a a. Q � W W N N ILo Q W "Z C� = A — to Z Q o � Qo W aod C-C D1.0 R=35' (TYP) 79+00 - - WM - - SITE BM# 30000 SET NAIL & DISK ED "BSM CTL PT LB 8155" N: 1062201.51 E: 709898.39 ELEV: 27.64' I I I � I II �a � I o � II + I II � I I I 15' ALLEY (TYP) SAWCUT EDGE OF EXISTING PAVEMENT AND MATCH EXITING GRADE WITH CLEAN 4:1 CONCRETE M.E.S. 4' CONCRETE SIDEV IALK BUTT JOINT INV. EL. 25.8' STA 79+85.4 30'L (TYP.) SEE DETAIL HEET D1.1 4:1 CONCRETE M.E.S. INV. EL. 25.8' — — — STA 86+64.8 30'L 800 81+00 82+00 83+00 84+00 NW 12TH STREET 85+00 86+00 ss iss i ss— ss �28 31 �s (7ocROW) ss s ss ss --- - -- -- - -- -- 2WM - - - 2WM - - - 2WM - - - 2WM 2WM 2WM 2WM 2WM 2WM 2WM 2WM 4:1 CONCRETE M.E.S. 4:1 CONCRETE M.E.S. S ALE TOE OF SWALE TOP OF7 TINV. EL. 25.8' INV. EL. 25.8' S OPE (TYP) BANK (TYP) V o STA 86+64.8 26'R STA 79+85.4 26'R SAWCUT EDGE OF EXISTING PAVEMENT AND MATCH EXITING GRADE WITH CLEAN BUTT JOINT U p I � h I W 0 gl �o II [� o I I in I 15' ALLEY (TYP) \� I TO LIFT STATION o s Z I I � � I Q) II II I � II R=35' (TYP) - - -- -2Wbt -- WM--�WN�-- WWr -- - -- --�V�A�- -2WI�-�fN1EF 109+00 1 1 1 qoo 1 1 1 +00 1 12+00 1 13+00 1 14+00 NW 11TH STREET 1 15+00 1 16+00 ss iss ss ss ss i ss ss cc-icesss ass- ss ss os 6 c sc ss ss ss ss cc s��r`— 28.6� I (70' ROW) SAWCUT EDGE OF Ep: 145+ 0 EXISTING PAVEMENT N: 10 51799. oo AND MATCH EXITING E. 709929.0 + BUTT JOINT _SEE SHEET C 1.3 FOR CONTINUATION MATCH LINE STA 166+50 (3RD AVE) II II Q 0 II� + 0 40' 80 - W Scale: 1 " = 40' A INIqm III LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT 17.0' PROPOSED GRADE (NAVD) 00 TYPE C INLETS ® MITERED END SECTION SWALE TOE OF SLOPE ---- SWALE TOP OF BANK FLOW ARROW PROPOSED SIDEWALK WM EXISTING WATER MAIN FM EXISTING FORCE MAIN — 2WM PROPOSED 2" WATER MAIN 6WM PROPOSED 6" WATER MAIN s s PROPOSED 8" GRAVITY SEWER O SEWER MANHOLE ►t VALVE PAVEMENT RESTORATION CENTERLINE OF SW 3RD + AVE TO SERVE AS EAST BOUNDARY CONDITION (MIN. EL. 28.0') EXISTING ROCK/ MILLINGS ROAD TO BE REBUILT TO � CITY SPECIFICATIONS FROM NW 11TH ST TO NW 12TH ST. 0 0 �t / II 1 BP: 4— E.-�7� R=35 TY ° 101o0 ( 7109 o 0 MIN SAWCUT EDGE OF EXISTING PAVEMENT AND MATCH EXITING GRADE WITH CLEAN BUTT JOINT C1. BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... till(/� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 z oILL z Q w J 00 O Q w w J O CQ G v z M V) i M 00 N w M W Q LL J (D w m ::) z w� m ° Q cY) w LLJ J CN Q O LLI = U E � U � O '+r � O N � N O CCIA _Q M 0 ° c s;r�•�a, 0) Nwr; ° z�0C)� w�io� E U � c) o U) Lu U w �� a - #on Eli Q� u� U)z W�o LL- ox� HAW w �o zx¢ > w � M �v wLo z Lo 26 Z)z U) c r .0 W J O J LL LL LL Z zQ F-� tiN J � 0 a a. Q � W W CV N ILo 0 Q W "Z C' = A _ U)Z Q r r Q Q W aod oo) �o o m \ W WM 1+00 MINIMUM PERIMETER GRADE EL. 26.6' (MATCH EXISTING IF HIGHER) MINIMUM PERIMETER GRADE 27.0' AND REAR LOT SWALE PER SECTION B-B (TYP) 99 2 22 20 o I 27.5' 0 0 0 Wo I d o e l I Q� 1 o Q) w 40 0 41 +00 1 I I �g 00 S 27.8� I I WM M Ul 1 I Ul I I rn 1 I � F I � � it it 1 o 1I I 1 1 a, � I SEE SHEET C 1.0 FOR CONTINUATION It - MATCH LINE STA 136+50 (NW 7TH AVE) 14+I 00 T 20 22 24 38LF 24" HDPE 4:1 CONCRETE M.E.S. INV. EL 20.5' STA 140+72.0 80'R TYPE "C" DITCH BOTTOM INLET STA 140+56.0 43'R TOP EL. 23.7' INV. EL. 20.5' (E) ------------------------- 4:1 CONCRETE M.E.S. INV. EL 24.4' STA 42+36.9 30'L 75+00 16+00 17+00 18+00 CITY LIMIT DITCH CONTROLSTRUCTURE SEE DETAIL SHEET D 1.0 WET RETENTION / DETENTION 1 4:1 CONCRETE M.E.S. 1.80 ACRES AT CONTROL EL. 22.8' INV. A 40+39 4 200'R 2.41 ACRES AT TOP OF BANK 205 LF 24" HDPE v. ... TYPE "C" M-4 DITCH BOTTOM INLET STA 44+00.1 25'L TOP EL. 25.2' 4' CONCRETE SIDEWALK w INV. EL. 22.0' (N) (TYP.) SEE DETAIL T_ SHEET D1.1 w INV. EL. 22.5' (N) --- --- - --- --- 44 LF 24" HDPE 56 LF 24" HDPE 43+00 44 00 45+00 46+00 47+00 NW 13TH STREE�T� 48+00 S ss i ss r & •c�ss S ss TsJ SSA'' ss EAS T r.Ti ss s �JS S 273 27.8' (70' ROW) / TYPE "C" :1 CONCRETE M.E.S. 4CO NCRETE E DITCH BOTTOM SWALE TOE OF SWALE TOP OF EL INLET —INSTA SLOPE (TYP) BANK (TYP) 42+36.9 2TR STA 44+00.1 2 FR TOP EL, 22.5' R=35' (TYP) H W a d __=A 0 40' 80' Scale: 1 " = 40' LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT $ 17.0' PROPOSED GRADE (NAVD) 0000000o TYPE C INLETS MITERED END SECTION SWALE TOE OF SLOPE ---- SWALE TOP OF BANK FLOW ARROW PROPOSED SIDEWALK —Wm- EXISTING WATER MAIN —FM EXISTING FORCE MAIN - 2WM PROPOSED 2" WATER MAIN - 6WM PROPOSED 6" WATER MAIN —SS PROPOSED 8" GRAVITY SEWER OO SEWER MANHOLE ►� VALVE PAVEMENT RESTORATION BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... till(/� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 Z ILL Q Ld W J 00 O W Q W J Y J O Q v Z M V) i M 00 or) w W M W QLL J (D W m ::) z W Q oLLJ �m J N Q 0 d LLJ = U � N U +r y N � N O � C_Q M 0 ° od ad M 0 J T a�Nwr; o 8 "'C' z'ao� w�io� U � � 0, o �Q U Lu �� a- c� � x3 °�° Q 4� v u� o� W,o � _ 44 °x� HCnu� w zx¢ > ZO E u.i � M �It Lo wLo Z 26 Z)Z y r .0 W J � J LL LL LL W Z ZQ F-� tiN J 0 a a. Q � W W N N ILo 0 Q W "Z C� = A — to Z Q CV L) �U Q 0 W aod 24 TYPE"C'- DITCH BOTTOM INLE,I STA 155+59.9 21'Lj TOP EL:25.0' INV. EL. 21.b' (E) INV. EL. 21.11' (W) INV. EL. 21 f (S) 35LF 36" HDPE 43LF 36" HDPE 1 35LF 36" HDPE TYPE "C" DITCH BOTTOM INLET STA 49+34.1 25'L TOP EL. 25.2' INV. EL. 22.0' (N) INV. EL. 22.5' (S) -- -3 -- 49+00 50LF 36" HDPE I � TYPE "C" )ITCH BOTTOM Lo 0 o� 0 0 O INLET w I --I 'A 152+77.0 29'L [� TOP EL.25.2' INV. EL. 22.5' (N) Oo II I00 � O II N V W w � W 20 18 I // 18 20 23+00 24+00 --d- 25+00 CITY LIMIT DITCH �rw �� ,•� �� yy r t TYPE"C" -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.------ ------ ------ - - - - DITCH BOTTOM r INLET i STA 155+59.8 25'R TOP EL. 25.0' WET RETENTION / DETENTION 2 INV. EL. 21.0' (E) QNV. EL. 21.0' (W) 1.95 ACRES AT CONTROL EL. 22.81 i INV. EL. 21.5' (S) 2.54 ACRES AT TOP OF BANK 4:1 CONCRETE M.E.S. INV. EL 21.0' STA 155+59.8 61'R 4:1 CONCRETE M.E.S. INV. EL. 21.0' STA 155+59.9 611 225LF 24" HDPE 225LF 24" HDPE TYPE "C" DITCH BOTTOM -INLET STA 49+80.3 25'L TOP EL. 25.2' INV. EL. 22.0' (N) INV. EL. 22.5' (S) 50,-1z00 26+00 35 LF 24" HDPE 4:1 CONCRETE M.E.S. 4' CONCRE FE SIDEWALK INV. EL 25.8' (TYP.) SEE DETAIL SHEET D1.1 STA 56+71.4 30'L 57 LF 36" HDPE 51 +00 52+00 53+00 54+00 NW 13TH STREET 55+00 56+00 S ss- SS' ss CSC` S-S ss I SS S ss SS ss ss I SS ss SS A (70 ROW) - 50LF 36" HDPE ==tea- --�-� -�-- - --�-�- --��- -- --�-- - -�-� - -4--�- m�rn� ft + I I �+ I N. I I I I I I I I I I II I I II I I I I I I II I I Ib I I I I I III I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INLET SW LE TOE OF SWALE TOP OF 4:1 CONCRETE M.E.S. STA 152+77.1 32'R SL PE (TYP) BANK TYP ( ) INV. EL. TOP EL. 25.2' STA 56+64.8 2TR INV. EL. 22.5' (N) R=35' (TYP) I I I SEE SHEET C 1.3 FOR CONTINUATION MATCH LINE STA 166+50 (NW 3RD AVE) M z oCf) 0 2(� MINIM PERIMETER GRADE (C/L S 3RD AVE R/W) EL. 27.0' 5.0' INV. EL. 5.0' (W) +00 1111111111 5� 0 40' 80' Scale: 1 " = 40' LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT 17.0' PROPOSED GRADE (NAVD) """' TYPE C INLETS ® MITERED END SECTION SWALE TOE OF SLOPE ---- SWALE TOP OF BANK FLOW ARROW �- PROPOSED SIDEWALK WM EXISTING WATER MAIN FM EXISTING FORCE MAIN 2WM PROPOSED 2" WATER MAIN 6WM PROPOSED 6" WATER MAIN s s PROPOSED 8" GRAVITY SEWER O SEWER MANHOLE ►t VALVE PAVEMENT RESTORATION SAWCUT END OF EXISTING PAVEMENT FOR CLEAN BUTT JOINT BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... till(/� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 Z ILL Q Ld W J 00 O Q W W J Y J O CQ G V Z M V) i M 00 N w W M W Q LL J O Lu m W o a �m LL CY) w LLJ J N Q 0 d W = d U � N U � O +r O N N C_Q M 0 rn ° -(5 C Cz C/:I a)c�wr; o z�o� W N o o U � � 0 o U) p) �+ U a- W W a- x3 °Cn° Q 4� u� CU o� W�o � ox� w zx¢ > z0 E w � M It W Lo ZLo Z)z y r .0 W J � J LL LL LL W Z ZQ F-� tiN J 0 a a. Q � W W N N ILo Q W "Z C� = A - to Z Q M r Q�U W aod SEE SHEET C 1.2 FOR CONTINUATION _ MATCH LINE STA 136+50 (NW 7TH AVE)) I I I� II CONST. 375 LF 6" PVC (C900) WM FROM TEE TO CAP CONFLICT: SEWER UNDER WATER 71+00 INSTALL 6X2 MJ TEE (2) 6"G.V. (1) 2"G.V. STA 133+94.7 46.4'L CONST. 334 LF 6" PVC (C900) WM FROM TEE TO TEE INSTALL 6X2 MJ TEE (2) 6"GV (1) 2"GV 6" MJ PLUG STA 130+61.2 47.51 0 101+00 °I — I II a W 15' ALLEY (TYP) I a d 0 40' 80' Scale: 1 " = 40' 72 0 rn I I I I II I I w . xo Z - ii I I I i I I I o� 0) U) `I �C o0 I I I In 0A 00 BP: 130+00.0 N: 1061797.22 0 385 LF 8" PVC (SDR26) @ 0.44% SLOPE PROPOSED MANHOLE SITE BM# l0000 TOP EL. 28.1 N: 1062263.01 INV. EL. 17.32' (S,N) F E: 709291.72 STA 72+00 ELEV.= 28.76' e ' 73+00 74+00 75+00 76+00 NW 12TH STREET 77+00 78+00 (70' ROW) SHELL RAVEL © ONCRET 0 IVEWA RIVEW EW RIVEWAY ------- WM ---- ---- ----�M --- WM ---- M WM WM --- M --- ";'f,1 — WM — WM � --WM ----WM — — - REMOVE EXISTING TERMINAL END BLOW -OFF AND EXTEND 2" PVC WM H a d 385 LF 8" PVC (SDR26) @ 0.44% SLOPE CONFLICT: SEWER UNDER WATER =2 103+00 104+00 105+00 PROPOSED MANHOLE TOP EL. 28.4' INV. EL. 15.63' (E,N) STA 102+00 400 LF 8" PVC (SDR26) @ 0.44% SLOPE APPROXIMATE LOCATION EXISTING 2" WATER MAIN STAMP I Y ALLEY (TYP) Z [� 0 I —I 0 CONST. 775 LF 2" PVC WM FROM TEE AND VALVE TO EXISTING Iwo w _ ----2WM zm 2 C/) 8 p, w 706+00 NW I ITH STREET 107+00 108+00 s i ss ss i ss ss ss-w (70' ROW) PROPOSED MANHOLE 356 LF 8" PVC (SDR26) TOP EL. 28.55' @ 0.44% SLOPE INV. EL. 13.87' (E,W) STA 106+00 LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT 8666666 TYPE C INLETS ® MITERED END SECTION SWALE TOE OF SLOPE ---- SWALE TOP OF BANK PROPOSED SIDEWALK �--_-r - WM EXISTING WATER MAIN FM EXISTING FORCE MAIN — 2WM PROPOSED 2" WATER MAIN — 6WM PROPOSED 6" WATER MAIN s s PROPOSED 8" GRAVITY SEWER OO SEWER MANHOLE ►t VALVE PAVEMENT RESTORATION BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... till(/� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 zILL Z Q Ld W J 00 O w Q LLI J O Q v Z M L0 i C'') V) 00 N W M W Q LL_ J (D Lu M ::)z m w� m O Q LL Q CY) LLI LLJ J N Q 0 LL1 T U E � U � O O a� N CCIA _Q M 0 ° -(5� (D 61 o z�o� W N o o U L � � 0 (20 (n Q 0 Lu y U a- W Lu a- � Q� u� U)o� W�o LPL �x� Lu 0 zx¢ > u.i � M It wLo z Lo 26 Z)z U) C r .0 W J � J LL LL LL w r z U ti N N J M `V N CI) W O i LU LU 44 O A F J o r t~ CONST. 6X2 TAPPING SLEEVE AND 2" GV ON — EXISTING 6" WM 79+00 SITE BM# 30000 SET NAIL & DISK ED "BSM CTL PT LB 8155" N: 1062201.51 E: 709898.39 ELEV: 27.64' I I I I I I 0 II + II � I I I I I I II II - L- II 00 m WM �t 15' ALLEY (TYP) PROPOSED MANHOLE 342 LF 8" PVC (SDR26) TOP EL 28.2' 352 LF 8" PVC (SDR26) @ 0.44% SLOPE INV. EL 18.80 (E,W) @ 0.44% SLOPE STA 83+42.5 CONFLICT: — — — SEWER UNDER WATER / I II I I I � � idI I � I O I I II + I 00 II I W II I =�M = 30 0 81 +00 ss Sss 2WM - - - 2WM - - - 2WM — — FM FM - Em- 82+00 83+00 84+00 NW 12TH STREET 85+0 ss i ss ss S ss SS (70' ROW) --- - -- - -- - -- --- 2WM 211 1 ')WM ')WM ')WM ')WM ')WM Q 86+00 ss —ss ss - - - 2WM 2WM - CONST. 680 LF 2" PVC WM CONST. 680 LF 2" PVC WM CONST. 6X2 TAPPING PROPOSED MANHOLE FROM CAP TO TAPPING FROM CAP TO TAPPING SLEEVE AND 2" GV ON TOP EL 28.4' SLEEVENALVE SLEEVENALVE EXISTING 6" WM INV. EL 20.30 (E) STA 80+00 APPROX. LOCATION OF EXISTING 6" WM SANITAR Y SEWER MANHOLE RIM EL V. = 28.22' 8" PVC INV. EL 11.47' 8" PVC ) TO LIFT STATION O 1( -r 2' I EXISTING OUA SEWER MANHOLE I APPROX. LOCATION EXISTING 6" WM I EXISTING 8" o I GRAVITY SEWER � II I II MEN SANITARY SEWER MAST E145+ . 0 RIM ELEV/*.28.596 99. a g" P . �209929. 0 + REMOVE CAP AND CONNECT 2"PVC WM 15' ALLEY (TYP) 1 1 1 qoo 1 1 1 +00 1 12+00 1 13+00 ss ssi .s i— ss iss ss i ss 370 LF 8" PVC (SDR26) PROPOSED MANHOLE CONFLICT: @ 0.44% SLOPE TOP EL 28.6' SEWER UNDER WATER INV. EL 13.93 (E,W) STA 113+25.2 EXISTING OUA SEWER MANHOLE INVERT EL. 12.23' CORE EAST AND WEST SIDE OF MANHOLE AT INV. EL. 12.3' PAVEMENT RESTORATION PER CITY AND OUA STANDARDS CONST. 6X2 TAPPING SLEEVE AND 2" GV ON EXISTING 6" WM CONST. 78 LF 2" PVC WM FROM CAP TO TAPPING SLEEVENALVE - -2 - �wn� - wWT - 2WM - - 114+00 NW 11TH STREET 1 15+00 116+00 Ss ss ss ss (70' ROW) -■ 11 _SEE SHEET C 1.3 FOR CONTINUATION MATCH LINE STA 166+50 (3RD AVE) II II Q o� v 385 LF 8" PVC (SDR26) @ 0.44% SLOPE 0 40' 80 W Scale: 1 " = 40' 8 +00 �c/) PROPOSED MANHOLE TOP EL. 28.2' INV. EL. 17.25' (W,N,S) STA 164+20 370 LF 8" PVC (SDR26) BP: 1 .0 @ 0.44% SLOPE N: & 618 1. o PROPOSED MANHOLE 710 9. 1 TOP EL. 28.4' r24 INV. EL. 15.56' (W,N) STA 160+30.0 LEGEND PROPOSED ASPHALT EA PAVEMENT EXISTING PAVEMENT 88888888 TYPE C INLETS MITERED END SECTION SWALE TOE OF SLOPE — - - - S WALE TOP OF BANK PROPOSED SIDEWALK WM EXISTING WATER MAIN FM EXISTING FORCE MAIN — 2WM PROPOSED 2" WATER MAIN — 6WM PROPOSED 6" WATER MAIN —ss— PROPOSED 8" GRAVITY SEWER OO SEWER MANHOLE ►t VALVE PAVEMENT RESTORATION 385 LF 8" PVC (SRD26) @ 0.44% SLOPE CONFLICT: SEWER UNDER WATER BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... till 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 z o LL z a w J 00 O a W w J O a v z oL0 i cM V) 00 N W M W Q LL J (D w ::) z m W O � � m a W LL c'7 LLJ J N Q 0 w = U E � U '+r � y N � N O CCIA _� M 0 ° od '4S M o t3 -d IN N rI w o o� W N o o U � � OLu ca �Q o u U Lu �� a- c� Lu x3 °c° ccn o� W,o 4 ox� w �o zx¢ > o �H� w � M It wLo z Lo 26 Z)z U) c r .0 W J � J LL LL LL Lu z U" ti N a ° Ja. N Cj) W N O W W H Lo O P J r Till m M t~ IIAPPROXIMATE LOCATION OF EXISTING 10" PVC WM Iz W IW I IW CW7 I � I I Q� v� loo z W 40 1 0 1+00 41 +00 26 2 0 22 -00 -20 14+00 15+00 16+00 - 17+00 18+00 30" CMP 20 INV. ELEV. = 19.84' 22 -- (CRUSHED) 24 96 30" CMP INV. ELEV. = 20.08' i_.—. _......._............... O O � � I i � � I � p I C5 I 1 I I O 75 I I I I I I I I I I I I I 4(:g M� "MV J I I WM I I I I I I I REMOVE CAP AND 1 rn CONNECT 6" PVC (C900) WATER MAIN I I o0 II I I CD I � SEE SHEET C 1.0 FOR CONTINUATION MATCH LINE STA 136+50 (NW 7TH AVE) PROPOSED MANHOLE TOP EL. 27.6' INV. EL. 19.87' (S) STA 140+00 195 LF 8" PVC (SDR26) @ 0.44% SLOPE PROPOSED MANHOLE TOP EL. 27.8' INV. EL. 19.01' (S,N,E) STA 42+00 43+00 44100 T...Tsrsrs sss i ss WET RETENTION / DETENTION 1 1.80 ACRES AT CONTROL EL. 22.8' 2.41 ACRES AT TOP OF BANK 360 LF 8" PVC (SDR26) @ 0.44% SLOPE 45+00 ss ss ss ss- --------------------------------------------- ... ... ... ... PROPOSED MANHOLE TOP EL. 27.65' INV. EL. 20.60' (E,W) STA 45+60 Ii5 -ivl INV. ELENW.'! 21.39' - I -A— — — ^� — W^� — — — \NSA \AIAA— — — \NAA — — �/, \NAA — — \NNA _ 360 LF 8" PVC (SDR26) @ 0.44% SLOPE CONFLICT: SEWER UNDER WATER I APPROXIMATE LOCATION OF EXISTING 10" PVC WM H a � I I 1 II I I L JI.O U1.1 0 40' 80' Scale: 1 ° = 40' LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT """' TYPE C INLETS ® MITERED END SECTION SWALE TOE OF SLOPE — — — — S WALE TOP OF BANK PROPOSED SIDEWALK WM EXISTING WATER MAIN FM EXISTING FORCE MAIN — 2WM PROPOSED 2" WATER MAIN — 6WM PROPOSED 6" WATER MAIN s s PROPOSED 8" GRAVITY SEWER OO SEWER MANHOLE ►� VALVE PAVEMENT RESTORATION BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... till(/� 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW REVISION COMMENT: 0 Z ILL Z Q Ld w J 00 O U Q w w J Y J O Q v Z M If) i cM V) 00 0') w w M W Q Q LL J (D w > >z m w� o Q �m LL cy) w LLJ J c"v Q 0 Lu = U E � U y N CCIA _� M 0 ° 06,5 M >= a�cuw� o o� w�io� U i � � 0 ca � Q 0 y U Lu �� a- c7 Lu Qj \ I --I c/) I..L � W w PQo zx¢ > u.i � M It Lo wLo Z Z)z y r .0 W J � J LL LL LL W Q0 r z ti N a J " N Cf) W O i W W 44 O A J N — r H I I I I I 49+00 24 0 + 0 t+ LL- 0 0 I #t 20 18 11 PROPOSED MANHOLE TOP EL. 27.4' INV. EL. 22.18' (E,W) STA 45+60 18 20 PROPOSED MANHOLE TOP EL. 27.4' INV. EL. 22.18' (E,W) STA 45+60 I 51+00 ss ---- iss S - APPROXIMATE LOCATION OF EXISTING IOX6 TEE AND 6" GV APPROXIMATE LOCATION OF EXISTING 6" PVC WM 23+00 24+00 WET RETENTION / DETENTION 2 1.95 ACRES AT CONTROL EL. 22.8' 2.54 ACRES AT TOP OF BANK WH WH YOH 52+00 53-1-00 SS -- �� ---`'S "`' --' SS - CONFLICT: 352 LF 8" PVC (SDR26) SEWER UNDER WATER @ 0.44% SLOPE 25+00 APPROXIMATE LOCATION OF EXISTING 10" PVC WM 26+00 f f . o ----------- — + I I I i I �I �+ � I I i I i 1�C I I I I I i - . - . - . - . - . - . I II I I I I I I I 54+00 NW 13TH STREET 55+00 56+00 ASSi SS ` S S - - - (70' ROW) I I I I II I I Ib I I I II I I I � I /I � C/) PROPOSED MANHOLE 352 LF 8" PVC (SDR26) CONFLICT: TOP EL. 28.1' @ 0.44% SLOPE SEWER UNDER WATER INV. EL. 20.49' (S,E) STA 53+42.6 M SEE SHEET C 1.3 FOR CONTINUATION - MATCH LINE STA 166+50 (NW 3RD AVE) 2,� 24" CMP WV. ELEV. = 22.22' 24" CMP INV. ELEV. = 22.67' APPROXIMATE LOCATION OF EXISTING 1OX6 TEE AND 6" GV I 5� WM PROPOSED MANHOLE — TOP EL. 28.0' INV. EL. 18.94' (S,E) STA 168+04.8 0 40' 80' Scale: 1 " = 40' LEGEND PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT FO-1 TYPE C INLETS ® MITERED END SECTION SWALE TOE OF SLOPE — - - - SWALE TOP OF BANK PROPOSED SIDEWALK �°— —Wm- EXISTING WATER MAIN —FM EXISTING FORCE MAIN - 2WM PROPOSED 2" WATER MAIN - 6WIV PROPOSED 6" WATER MAIN —ss PROPOSED 8" GRAVITY SEWER 0SEWER MANHOLE ►t VALVE PAVEMENT RESTORATION BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW 0 Z ILL Q Ld W J 00 O Q W W J Y J O CQ G V ZLo o � M V) m N w W M W -j p Q- J C� w of m w� o a 3m cow 0 J N Q O W = U � N U 0o s-_ +r � y N � N O C _Q) C,4M 0 m ° od 5 M 0 m� c cv�..,a, IN a)c�wr; o -75 c v � W N o o U � � c U) o � U a_ W W a_ c� x3¢� c ti Q 4� v5 CU o� Wo w �o zx4w ¢ > u.i � M 0 c:l WLo Z Z)z U) a1 y r .0 W J U J LL W LL W T U ti N N 04 I4 J cn W N i W W H Lo O A U) — J SURFACE COURSE SUBGRADE MATERIALS: SURFACE COURSE: 1.5SP-9.5 ASPHALT BASE: 8" COMPACTED LIMEROCK OR COQUINA BASE WITHIN PASSENGER CAR AISLES AND PARKING AREA (DENSITY SAME AS SUBGRADE) SUBGRADE: 12" STABILIZED SUBGRADE (FBV 75) DENSITY SHALL BE 98% OF MAXIMUM AS DETERMINED BY AASHTO T-180 METHOD NOT TO SCALE 6" 6" 1 TYPICAL ASPHALT PAVEMENT SECTION ALL TRENCHING SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT AND THE OCCUPATIONALIST FINISH GRADE SAFETY AND HEALTH ASSOCIATION w SLOPE SIDES A AS NECESSARY w \� � d / �\ LACE & COMPACT / PER SPECIFICATIONS w iINITIAL ► BACKFILL ►HAUNCHIT►•.000.00. .000'O.O' ',PBEDDING FOUNDATION : ; „ : ; „ : ; BOTTOM WIDTH PIPE O.D. + 24" MAX. NOTES: 1. TRENCHING: ALL TRENCHING SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. FOUNDATION: A FOUNDATION MAY BE REQUIRED IN POOR SOIL CONDITIONS. 3. BEDDING: BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE AND 3. ADJUST FOR PIPE BELLS. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. MATERIAL SHALL BE PLACED IN 4" TO 6" LIFTS, LIGHTLY COMPACTED, UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. 4. HAUNCHING: HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. 4. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 5. INITIAL BACKFILL: INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF THE PIPE. 5. THE SOIL SHALL BE CONSOLIDATED BY HAND TAMPING. 6. FINAL BACKFILL: FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. MATERIAL UNDER ROADWAYS 6. MAY REQUIRE SPECIAL COMPACTION AND DENSITY TESTS. 7. DENSITY: TWO (2) DENSITY TESTS SHALL BE TAKEN FOR EACH 12" OF TRENCH BACKFILL AND EACH 6" LIFT 7. OF BASE ROCK OR AS DIRECTED BY THE ENGINEER. THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180. NOT TO SCALE $ TYPICAL TRENCHING AND BACKFILL NOT TO SCALE 10 N co �a A4 d a 4'-4" 3'-0" p d 4 PLAN VIEW *CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL ALUMINUM 00 BAFFLE 15" HDPE INV. 20.0' d I \ MODIFIED TYPE "D" p INLET CONTROL STRUCTURE p d Q d p d d p NOT TO SCALE M 2 CONTROL STRUCTURE MODIFIED TYPE 'D' 185' PROPERTY TO BE CONVEYED TO CITY OF OKEECHOBEE 20' ---I 8' TOP OF BANK EL. 27.8'1 (NAVD88) 1 4 C.W.E_@ 22_8' (NAVD88) ELEV. = 20.8 ' L 1 2 HOR. SCALE: 1" = 10' VERT. SCALE: 1" = 4' LAKE CROSS SECTION A -A 114'f BOTTOM EL. = 16.8' 70' RIGHT-OF-WAY TOP. EL. = 26.6' GRATE SHALL BE CAST MODEL USF 6615 OR APPROVED EQUAL i 1 V'/_100� 5 BLEEDER INV. 22.8' ALUMINUM BAFFLE BOT. I I #4 BARS @ ELEV. 22.3' 1 I 12" O C. (TYP) 12" MIN. d . 2" CL. I 6" MIN. TYPICAL I p 4 p p d d SECTION VIEW �1 2 W L 5' 8'± 2' 8'f 2' 10, 10, 2 8 f 2 9 f W 4 I� UNPAVED SHOULDER (5% SLOPE) CONCRETE SIDEWALK (SEE DETAIL 3, THIS PAVEMENT SECTION (SEE SHEET) DETAIL 1, THIS SHEET) ASPHALT ROAD AT 2% CROSS -SLOPE (TYP) CENTERLINE GRADE PER PLAN HOR. SCALE: 1" = 10' VERT. SCALE: 1" = 4' $ 70' RIGHT-OF-WAY ROAD CROSS-SECTION C-C 100' RIGHT-OF-WAY BOTTOM ELEV. 19.0' 70' 15'± 10, CITY RIGHT-OF-WAY 15' W (CITY LIMIT DITCH W I� I� �a �a TIE BACK TO TOP OF BANK AT EXISTING GRADE 1 W/ 4:1 SLOPE. ;;;00 r MIN. TOP OF BERM EL. = 26.6' EXISTING DITCH ALL SWALE SIDE SLOPES SHALL BE MINIMUM 4 (HOR.) : 1 (VERT.) W L 7' 12'� 4' 12't 5' 10' � 10' 4' 12'f 4' 1411 4'± 2'— W I� UNPAVED SHOULDER I CONCRETE SIDEWALK ( ALL SWALE SIDE SLOPES SHALL BE 5% SLOPE) (SEE DETAIL 3, THIS MINIMUM 4 (HOR.) : 1 (VERT.) SHEET) PAVEMENT SECTION (SEE DETAIL 1, THIS SHEET) ASPHALT ROAD AT 2% CROSS -SLOPE (TYP) NOTES: 1. ALL MATERIALS AND 1 /4" 1 /4"R 1 /2" CONSTRUCTION SHALL BE IN YP• d/4 ACCORDANCE WITH FDOT SPECIFICATIONS SECTIONS 345 & 350. d %< . 4" 2. ALL TESTING SHALL BE IN 44 ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 345-8 FOR 28 1 /2" Pre —molded 3/1 6" Saw Cut Joint DAY COMPRESSIVE STRENGTH 3000 PSI Expansion Joint MMaybe Substituted CONCRETE. Material EXPANSION JOINTS CONTRACTION JOINTS 3. PROVIDE EXPANSION JOINTS 20' 4' CENTER TO CENTER, AT PC & PT OF CURVES, JUNCTIONS OF EXISTING & 3000psi Class I Conte NEW SIDEWALKS, AND WHERE SIDEWALK ABUTS CURBS, DRIVEWAYS 4» Slope (2%) & SIMILAR STRUCTURES. PROVIDE CONTRACTION JOINTS 5' CENTER TO CENTER. 4. SOD SHALL BE PLACED BELOW EDGE Stabilize Subgrode to a OF SIDEWALK TO ALLOW DRAINAGE. Minimum FBV of 50 P.S.I. Compacted to 95% of T-180 TYPICAL SECTION OF 6" THICK CONCRETE SIDEWALK SCALE: N.T.S. NOT TO SCALE 3 1 CONCRETE SIDEWALK MIN. TOP OF BERM EL. = 27.0' (INVERT VARIES) SLOPE FROM BLDG. HOR. SCALE: 1" = 5' VERT. SCALE: V = 2' 7 1 REAR LOT EASEMENT AND PERIMETER BERM SECTION B-B NOT TO SCALE 9 HOR. SCALE: 1" = 10' VERT. SCALE: 1" = 4' 11 100' RIGHT-OF-WAY ROAD CROSS-SECTION D-D 12 REVISION COMMENT:i Z 0 LLLL Z W J m O W J Y JQ O V Z � L0 J 00 U) 00 N W W Q Q LL J OW > >Z m Lu O Q > co 0 Q � W LU J N Q 0 [L W = [L L) � V C � O � C a? N M O cp o 0606ct J �-4 �C: 00 O W 6o v o C U co 0 C Q ui U a_ W W C/� CL 0 zF-4a AM Q a: 4 U WA U �M C/) ZZ� WWOU °xLLJ LLLL 44 xo � o�w oaZ wHU O w � M W Ln Z 26 Z) Z U) y � c } U W J C J LLL LL W 06 cl) N J 0U, cFi N Z a F_ Q LU Ch QN CC) O W v V w O O V Ca Z Z c r ' Q w a x STOP SIGN CROSSWALK STRIPING STOP SIGN (TYPICAL) STOP SIGN STOP SIGN d 4 ad CROSSWALK STRIPING CROSSWALK STRIPING h STOP BAR AND DOUBLE YELLOW (TYPICAL) STOP BAR AND DOUBLE YELLOW STOP BAR AND DOUBLE YELLOW STOP BAR AND DOUBLE YELLOW SCALE: 1 "=30' SCALE: 1 "=30' SCALE: 1 "=30' SCALE: 1 "=30' 1 STRIPING & SIGNAGE -NW 11TH ST / NW 7TH AVE 2 STRIPING & SIGNAGE - NW 12TH ST / NW 7TH AVE 3 STRIPING & SIGNAGE - NW 13TH ST / NW 7TH AVE 4 STRIPING & SIGNAGE - NW 13TH ST / NW 5TH AVE CROSSWALK STRIPING STOP SIGN (TYPICAL) d CROSSWALK STRIPING d ° AING. STOP SI GN (TYPICAL) CROSSWALK STRSTOP SIGN (TYPICAL) STOP BAR AND DOUBLE YELLOW (TYPICAL) h p h STOP BAR AND DOUBLE YELLOW (TYPICAL) STOP BAR AND DOUBLE YELLOW STOP BAR AND DOUBLE YELLOW (TYPICAL) (TYPICAL) — — ST P SIGN (TYPICAL) SCALE: 1 "=30' 1 14 11 SCALE: 1 "=30' SCALE: I "=30' 1SCALE: 1 "=30' 5 STRIPING & SIGNAGE - NW 13TH ST / NW 3RD AVE ( STRIPING & SIGNAGE - NW 12TH ST / NW 5TH AVE 7 STRIPING & SIGNAGE - NW 12TH ST / NW 3RD AVE 8 STRIPING & SIGNAGE -NW 11TH ST/NW 3RD AVE NOTES: 1. STRIPING AND SIGNAGE ARRANGEMENTS ARE SCHEMATIC IN NATURE, AND NOT INTENDED FOR CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT STRIPING AND SIGNAGE PLANS TO THE CITY OF OKEECHOBEE FOR APPROVAL PRIOR TO CONSTRUCTION. STOP SIGN (TYPICAL) 3. DESIGN AND CONSTRUCTION OF STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A. USDOT, FEDERAL HIGHWAY ADMINISTRATION - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. B. FDOT - MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS, LATEST EDITION. C. FDOT STANDARD PLANS (2022-2023), INDEX 711. h STOP BAR ANb DOUBLE YELLOW SCALE: 1 "=30' (TYPICAL) 9 STRIPING & SIGNAGE - NW I I TH ST / NW 5TH AVE 10 STRIPING NOTES REVISION COMMENT:i CD z p i z a w J m p o J W Y O CQ C V z J C*0 V) 00 N W W p Q LL J (DW > >z m w� o Q �m LL p � W Lu J N Q 0 CL W CL U � f � � N O � O cp a1 o 06C-6 J S:00 z �0 O W Q) o v � m zt: a o c E U } 0 c Q ui U i w d 0 Q z�a 49 U WA uAm Z-'�04 C/) z .I W W OU c) LPL o�w LLJxo oaZ wFU O uj � M L LI Ln Z 26 Z) Z fn y � c } U W J c J LL LL LL Lu od ) (o FFi N cI J 0Ul N z a F— Q LU Ch aN CC) WO 'w v w CO F O ♦ 1'� v A �a z z r �a w a x ISOLATION VALVE W/ VALVE BOX AND METER BY OKEECHOBEE PROPERTY LINE UTILITY AUTHORITY TYPICAL ALL z SERVICES Q CHECK VALVE (RESIDENTIAL) 3/4 SERVICE LINE BOX VALMETER BOX PRESSURE TEST LIMIT PAVEMENT f� N ANGLE STOP (TYP) CORP STOP METER w 2-1/2" X 3/4 HYDRANT ADAPTOR SINGLE SERVICE Q CHECK VALVE PROPERTY z 24" 24" z LINE (TYP) 3'-0" MIN. MIN. MIN. Q � � o I METER ANGLE STOP 3 > (LOCKING TYPE) w 3/4 LINE (TYP) z N O z O ISOLATION VALVE 3/4 OR 1" MIN. SERVICE LINE CORP STOP _ �POLYETHYLENE FINISHED GRADE TUBING O ?1" SHORT SERVICES ONLY z xN SERVICE LINE 3/4 P.V.C. SCH. 40 w O' OR 45' WATER p MAIN r� 11 BRANCH ;ZD��Y-_ w Q 3/4 DIA. MIN. SCH. 40 PVC ANGLEDOUBL SERVICE " LOCKING _ ALL BALL VALVE 3'-0" MIN. N 7 DOUBLE STRAP TAPPING FINISH GRADE CENTER & SEAL ENDS (TYP) CORP STOP SADDLE O - AWWA (TYP) /��/ 7 �� /\ /� /� / /��/�� /� /��yx / FOR INSTALLATION OF SERVICES UNDER EXISTING OR PROPOSED PAVEMENT AND RIGHTS OF WAY, INSTALL GALVANIZED STEEL (2" MIN., DOUBLE STRAP SADDLE. MULTI -SERVICE "Y" 4" MAX.) SCH. 40 PVC OR HOPE CASING (CORPORATION STOP CORPORATION STOP IS REQUIRED) z O � 2" SERVICE LINE WATER MAIN NOTES: DOUBLE STRAP SADDLE N I 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS SPACED BETWEEN 18" TO 48" SHALL BE OFFSET TO EACH SIDE OF THE MAIN, OR OFFSET 45'. 2. METER BOX SHALL BE SET TO CONFORM TO FINISHED GRADE ADJACENT TO BALL VALVE (TYP) < Q PROPERTY LINE. METER BOX SHALL NOT BE PLACED IN SIDEWALK OR DRIVEWAY 3 AREAS. SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS. 3. SERVICE CONNECTION TUBING TO BE POLYETHYLENE AND MAXIMUM LENGTH OF 100'. N 3/4 LINE (TYP) 4. ALL 5/8 " & 1" METERS REQUIRE A 3/4 " & 1" LOCKING NOTES: ANGLE METER VALVE RESPECTIVELY. 1. SAMPLE POINT SHOULD BE ON A SERVICE LINE OR FIRE HYDRANT IF POSSIBLE. 5. AFTER METER INSTALLATION, INSTALL LINE VALVE IN CUSTOMER SERVICE LINE. QUADRUPLE SERVICE 2. SAMPLE POINT TO BE REMOVED BY CONTRACTOR AFTER PROJECT IS ACCEPTED. 6. DIMENSION "A" = 7" (5/8" X 3/4" METER) NOTES: = 8" (1" METER) 7. CONTRACTOR TO PROVIDE & INSTALL ENTIRE WATER SERVICE UP TO ANGLE STOP 1. AUTHORIZED SERVICE LINE MATERIAL SHALL BE POLYETHYLENE TUBING. INCLUDING METER BOX. 2. MULTIPLE SERVICE/METER INSTALLATIONS OF MORE THAN 4 METERS PER 8. OUA TO PROVIDE AND INSTALL METER. SERVICE AND SERVICE LINES LARGER THAN 2" IN DIAMETER SHALL BE HANDLED ON AN INDIVIDUAL BASIS. 9. OUA TO INSTALL IN -LINE DUAL CHECK VALVE (RESIDENTIAL). 3. NO FITTINGS BETWEEN CORP. STOP & ANGLE VALVE OR CORP. STOP & "Y" 10. OUA TO INSTALL ISOLATION VALVE & BOX ON CUSTOMER SIDE OF METER INSTALLATION. BRANCH FOR MULTIMETER INSTALLATIONS. * 36" MIN. IN STATE ROAD R/W & UNDER ASPHALT OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION TYPICAL SERVICE CONNECTION (UNDERGROUND) PAGE No REVISION TYPICAL SERVICE FOR PAGE No REVISION PAGE No REVISION PAGE No OCT. 2015 FOR OCT. 2015 MULTIPLE SERVICES OCT. 2015 SAMPLING POINT (ON MAIN) OCT. 2015 SAMPLING POINT (ON HYDRANT) 5/8" x 3/4" OR 1" METER D 1 (TWO OR MORE) D 2 D 7 D 8 CONTRACTOR OUA CHLORINATION & GAUGE GAUGE PRESSURE INJECTION 0 POINT = zw U AS \ 0 0' Of Q(n _ CONCRETE METER BOX W(1WINI,W� �C / \\ w 0 D Uw 0 VENT TO MANIFOLD FOR W/ TRAFFIC TYPE COVER cn _ BRASS CAP FINISHED GRADE \/ Q 0 z Z ATMOSPHERE TESTING GAUGES w VALVE / /\/\/\/\/\/\ \/\/\/ /\/\/\/ / �i/////////i/ //i/i/ //i/i/i \ ,a0 < w w METER, RP \ z ISOLATION VALVES Q 0 w Q J II cCDD Q a z � w C3 w = Ow w w CORPORATION STOP 00 ~ JJJ�� 2" N.P.T. X 2-1/2" N.S.T. / NIPPLE (BRASS) \ U 0 II �_ (n w w w/ DOUBLE STRAP 0 z uj 0 O SADDLE (typ) ::X� 2" BRONZE 90' ELBOW BALL VALVE 2" NIPPLE X / 0 II II z 0 Z (BFA13-777 OR C'J ° a � 2" BALL VALVE /\ _ vi w w SOURCE WATER FOR (611-777) \� can 0 = z Q 0 a_ CHLORINATION & \ w o m w o PRESSURE TESTING MAIN PLUG 2" PVC SCH. 80 OR BRASS 00 ; 0_ J OU U cL j z000 N w Qm0 �� N. Y cn Li o a J EXIST. OR NEW NEW GATE VALVE �g O a- EXISTING GATE VALVE 2" BALL VALVE (611-777) WITH A 2" OPERATIVE NUT Of > Q Qf N w WATER O�w \ 00Q a_00 MAIN J �w / / U> U �QO ELEVATION w Q Q o _j z ~ 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP 0 m co 0 Q z REGULATIONS, AWWA STANDARDS AND OUA REQUIREMENTS. O w w O_' _ Q O_ _ _ cn a- 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR j� Q CL m J o NOTIFCATION OF TESTING TO OUA PERSONNEL. o 40 ? m J J 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN = wLd LL 0 0 0 �� z _ 0 COMPLETED. wcn0 0= � \� �j w Of cn w > 4. PROVIDE ALL NECESSARY THRUST BLOCKS OR OTHER RESTRAINTS. PLAN w w -ICI =_-m w 0 of cn D_ Q 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR O AND WITH APPROVAL OF ENGINEER AND/OR OUA. NOTES: z `V "6 4 6. MAIN LINE VALVE TO BE OPENED BY OUA PERSONNEL ONLY AND OPENED FOR 1. GALVANIZED PIPING AND FITTINGS SHALL NOT BE USED ON TEMPORARY OR PERMANENT BLOWOFFS. CANNON FLUSHING OF NEW PIPING SYSTEM. 2. THE MAIN SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH THE OUA STANDARDS. THE NUMBER OF PIPE LENGTHS TO BE RESTRAINED SHALL BE PER THE MANUFACTURER RECOMMENDATION. 3. SAMPLE POINT TO BE REMOVED UPON COMPLETION. 4. SEE D9A FOR FLUSHING DETAILS. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No REVISION PAGE No REVISION PAGE No OCT. 2015 TYPICAL 2" TERMINAL END BLOWOFF OCT. 2015 FLUSHING DETAILS OCT. 2015 FILLING, DISINFECTING AND TESTING DETAILS AND SAMPLING POINT D9 D9A D10 REVISION COMMENT: V Z LL Z a w J m O W J Y J O Ca G V Z o J 00 U) m N W C� W J J InQ LL J Ow D z W o Q �m w Q 0-) uJ Lu J N Q 0 0_ LU T 0_ (U � N V c O 5 C a? N M O (p a1 o 0606 C d1 C/1ct J N N li O �,z�� 00 0 c: E U O 0 cf) Q U W w D� d LuLu z�a U wA U�� 1- �� LL 4 OWo x xo �a �w 0Lu oaZ O wHU LLI � M �v LLI Ln Z 26 Z)z U) a) c } U LLI J O J LL LL LL w ♦^ FN U, N J _ a F_ M W N Q 0 w o A J N 0 D H w x USE ANCHOR FIRE HYDRANT ASPHALTIC CONCRETE OVERLAY AREA COUPLING 24" JURISDICTIONAL LINE (IF APPLICABLE) SEE DRAWINGS FOR LIMITS O 8 CONCRETE COLLAR SILT SCREEN RESTORATION & GRASSING SURFACE REPLACEMENT W+4, _I 6' TOP OF TRENCH WIDTH 2" MIN. EXISTING ASPHALT SURFACE PAYMENT LIMITS MECHANICAL JOINT TEE N 12" TRENCH WIDTH T 2T (12" MIN.) EXISTING BASE VARIES PROPOSED BASE PIPING TO BE MECHANICAL JOINT RESTRAINED BACKFILLED & COMPACTED TO 98% MAX. 18" k' DENSITY AT +/- 2% OF OPTIMUM MOISTURE PLAN DETERMINED BY MODIFIED PROCTOR TEST 18" MAX. AASHTO T-180/ASTM D 1557, IN 12" LOOSE THICKNESS LIFTS. % 12" 12" BACKFILLED & COMPACTED TO 98% MAX. MAX. I PIPE ,O.D. I MAC. • DENSITY AT +/- 2% OF OPTIMUM MOISTURE DETERMINED BY MODIFIED PROCTOR TEST 4 1/2 PUMPER NOZZLE POUR CONCRETE COLLAR TO AASHTO T-180/ASTM D 1557, IN 6" LOOSE THICKNESS LIFTS. FACING AS DIRECTED, AND CAST IRON COVER MARKED GRADE IN SODDED AREAS "WATER", "SEWER" "FIRE" 12" 12" TWO 2-1/2" HOSE NOZZLES. o OR MIN' BACKFILLED & COMPACTED TO 98% MAX. x TOP OF PAVEMENT/, MAX. PIPE O.D. MAX., DENSITY AT +/- 2% OF OPTIMUM MOISTURE GROUND OR DETERMINED BY MODIFIED PROCTOR TEST PAVEMENT SURFACE z AASHTO T-180/ASTM D 1557, ,, , IN 6" LOOSE THICKNESS LIFTS. NOTES: UNDISTURBED EARTH N FINISHED GRADE 4„ 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, �� GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS LARGE CLODS OF EARTH OR STONES. UNSUITABLE UNDISTURBED EARTH IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED VALVE SETTING 5-1/4" C.I. ADJUSTABLE VALVE BY THE CONTRACTOR. (SEE DETAIL) z Xa BOX (INSIDE SCREW TYPE) 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. 18 UNDISTURBE 6" R.S.G.V. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. SOIL Z X X< NOTES: 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY � ACT AND OR OSHA. 6" D.I.P. OR PVC C-900 O °O r� 1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 5 1 /4 VALVE FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OF EARTH OR STONES. UNSUITABLE OPENING D/I OR C-900 P.V.C. IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCKS AND ROOTS SHALL BE REMOVED AND DISPOSED 6. BACKFILL SHALL BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMPERS FOR THE FULL WIDTH OF THE OF BY THE CONTRACTOR. TRENCH AND UP TO THE BOTTOM OF THE ROADWAY BASE. PARTICULAR ATTENTION MUST BE GIVEN TO THE UNDISTURBED ADEQUATE COMPACTION OF THE HAUNCHES OF THE PIPE. THE BACKFILL SHALL BE COMPACTED TO 98% SOIL CONCRETE BRICKS 2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH. AASHTO T-180/ASTM D 1557 TAKEN AT THE SPRING LINE, AT ONE FOOT ABOVE THE CROWN OF THE PIPE, SQUARE NUT FOR PADS AND EVERY FOOT VERTICALLY THEREAFTER. 3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS. NOTES: MECHANICAL 7. BASE MATERIAL SHALL BE THE SAME TYPE AS THE MATERIALS REMOVED. JOINT VALVE 4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY 1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE. ACT AND OR OSHA. 8. SURFACE REPLACEMENT SHALL BE F.D.O.T. MIX TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE EXISTING OR 2" WHICHEVER IS GREATER. 2. THE MODEL COLOR TO BE SAFETY YELLOW, HYDRANT SHALL BE PER OUA 5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND REQUIREMENTS. DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS. 9. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED 3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED TO TEE. 6. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN 4. ANCHOR TEES ARE PERMITTED. 7. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. 5. ALL HYDRANTS SHALL BE TEED OFF MAINS. CHANGING DIRECTION AND AT EACH CONNECTION. 10. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS. NOTE: 6. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS OR VALVE NUT EXTENSION IS REQUIRED ON ALL VALVES WITH MORE THAN 36" OF COVER. EXTEND NUT TO 8• 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. 11. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD BIKEPATHS. WITHIN 18" OF VALVE BOX RIM. PROVIDE SOLID BRICK PAD FOR VALVE BOX TO SIT ON. OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID. 7. MEGALUGS ON ALL FITTINGS. 12. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE 8. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS PLACED IN SERVICE. CHANGING DIRECTION AND AT EACH CONNECTION. 13. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No REVISION PAGE No REVISION PAGE No REVISION PAGE No OCT. 2015 TYPICAL OCT, 2015 TYPICAL VALVE SETTING OCT, 2015 TYPICAL TRENCH DETAIL OCT, 2015 TRENCH REPAIR DETAILS FIRE HYDRANT ASSEMBLY D11 D12 D13 PAVED AREAS D13C DLUG W/2" HOLE AND S PLUG NOTES: 1. TERMINAL END SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH OUA STANDARD DETAILS. THE NUMBER OF PIPE LENGTHS TO BE RESTRAINED SHALL BE IN ACCORDANCE WITH THE RESTRAINED JOINT TABLES. 2. SEE D9 FOR BLOW -OFF DETAILS. LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314 HORIZONTAL JOINT SPACING @ OTHER PIPES CROSSING (1) CROSSINGS SEPERATION (FULL JOINT CENTERED) 9 WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN STORM SEWER, 12 INCHES IS THE MINIMUM STORMWATER FORCE MAIN, EXCEPT FOR STORM SEWER, THEN 6 INCHES IS THE WATER MAIN RECLAIM WATER (2) 3 FT. MINIMUM MINIMUM AND 12 INCHES IS PREFERRED WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN VACUUM SANITARY 10 FT. PREFERRED 12 INCHES PREFERRED WATER MAIN SEWER 3 FT. MINIMUM 6 INCHES MINIMUM WATER MAIN ALTERNATE 6 FT. MINIMUM WATER MAIN 12 INCHES IS THE MINIMUM GRAVITY OR PRESSURE EXCEPT FOR GRAVITY SEWER, WATER MAIN SANITARY SEWER, 10 FT. PREFERRED THEN 6 INCHES IS THE 6 FT. MINIMUM (3) MINIMUM AND 12 INCHES IS SANITARY SEWER PREFERRED FORCEMAIN RECLAIM WATER (4) ON -SITE SEWAGE 10 FT. MINIMUM --- --- TREATMENT & DISPOSAL FAC RULE 62-555.314 NOTES: PAVEMENT (FOR PAVED ARE N CAST IRON, ROADWAY TYPE, EXTENSION VALVE BOX (INSIDE SCREW) I. COVER CONCRETE VALVE PAD FINISHED GRADE (FOR NON -PAVED -PAVED AREA) COMPACTED EARTH 3" PVC W/THREADED PVC INVERTED KEY - PLUG (FLUSH) TWO (2) PAIRS OF INSULATED METALLIC 10 _-GAUGE SOLID COPPER WIRE (TYP.) EACH PAIR HEADING ON OPPOSITE DIRECTIONS PRESSURE MAIN DUCT TAPE (5 PER PIPE LENGTH) 1. ALL PVC PIPE SHALL REQUIRE TWO PAIRS OF INSULATED METALLIC LOCATING WIRES (10 GAUGE SOLID COPPER) TAPED WITH 2" WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE AT EVERY JOINT AND AT 4 ADDITIONAL EQUALLY SPACED POINTS PER LENGTH OF PIPE. 2. LOCATING WIRES TO TERMINATE ON EACH END AT A VALVE BOX, 4" ABOVE GROUND AND FOLDED BACK INSIDE VALVE BOX. 3. LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR AND PASS A FIELD CONDUCTIVITY TEST, OBSERVED BY THE O.U.A., FROM END TO END OF WIRES. 4. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUTT SPLICE WITH RAYCHEM HEAT SHRINK TUBING. 5. NO MORE THAN ONE SPLICE IN LOCATING WIRES BETWEEN VALVES IS ALLOWED. 6. PROVIDE POTTING COMPOUND AT TRACER WIRE JUNCTIONS AND SPLICES. 7. THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON. METALLIC LOCATING WIRE 4" WARNING TAPE FINISHED GRADE 18"UM) 1" MAX PVC PRESSURE MAIN PVC PIPE LOCATING WIRE 1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER AND 6 INCHES PIG TAIL WIRE AFTER SEPARATION AS MINIMUMS. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MIN. SEPARATION IS 12 INCHES. PASSING THROUGH 2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPER 62-610, F.A.C. #10 THW LOCATING SPLIT BOLT 3. 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER IS LAID AT LEAST 6 INCHES ABOVE THE WIRE (SOLID COPPER 4" MIN. TOP OF THE GRAVITY SANITARY SEWER. WIRE WITH BLUE 4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. COATING) NOTES: A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6 INCHES VERTICAL SEPARATION AND MAINTAIN 30 INCHES COVER TO FINISHED GRADE. 4" MIN. B. FITTINGS SHALL BE RESTRAINED WITH MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD 1 /4" X 3/4" SPLIT BOLT DETAILS. C. THE DEFLECTION TYPE CROSSING IS PREFERRED. LOCATING WIRE DETAIL D. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. E. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No REVISION PAGE No REVISION PAGE No OCT. 2015 TERMINAL END DETAIL OCT, 2015 WATER MAIN - SANITARY SEWER OCT, 2015 LOCATING WIRE DETAILS D15 CONFLICT D16 FOR ALL ROAD CROSSINGS AND BORES D17 ®iREVISION COMMENT: 0 Z 6 LL Z a w J m W J Y ° Ca G V Z o 00 V) -1 00 N W c`) W _J Q Q LL J <W W O Q > m ILL Q 00 W Lu J N Q 0 d W CL (U � N V � O � O (p o 0606 I; cn d1 J N -.:, N O �cy) Q) 00 W O o .14. _4- o 't m c U c o � Q � U a_ W Ui a_<d z�a Q U uAa WA Z�� W W LL 44 Ox� x0 d� cn 0 oaZ O wHU cn W � M �v W Ln Z 26 Z)z U) 4) } U W J 12� J LLL ILL w V♦ N N J _ � aa F_ M W N Q O .. (6 `} / A J M 0 H w x FINISH GRADE UNPAVED SURFACE SEE D-25 FOR STANDARD 2" TYP. M/H FRAME AND COVER PAVED SURFACE FINISH GRADE + UNPAVED SURFACE SEE D-25 FOR STANDARD N M/H FRAME AND COVER PAVED SURFACE PRECAST GRADE RINGS OR 2" TYP. SOLID CORE BRICK PLASTERED 24" MIN. HEAVY DUTY C.I. FRAME AND COVER, INSIDE & OUTSIDE w/ 1" o° WITH NO -PENETRATING PICK HOLES; OF PORTLAND CEMENT. MINIMUM WEIGHT 334 POUNDS; X X CV Q Z IE] PRECAST GRADE RINGS OR - :2 C.00 ❑ ❑ ❑ Q SOLID BRICKPLASTERED Di" n S ANI Y WSRDEB& w/ 24" MIN. o SE ER J OF PORTLAND CEMENT. o o. ° ° , o, o ❑ ❑ ❑ ❑ pj 2 io w ¢ ;��04 Z _ w M MANHOLE JOINT SHALL 12" O.C.E.W. (MIN.) = PRECAST MANHOLES SHALL (n w d w p COMPLY WITH ASTM C 443, Ln w COMPLY WITH ASTM C 478, a p - 4 LATEST REVISION w LATEST REVISION, UNLESS > p of z I- OTHERWISE NOTED ui z w ¢ z V) 1'-0" SLOPE 1"/FT. w MANHOLE JOINT SHALL a O N PRECAST MANHOLES SHALL = COMPLY WITH ASTM C 443, LATEST REVISION m o COMPLY WITH ASTM C 478, ° LATEST REVISION, UNLESS OTHERWISE NOTED p #4 AT 12" O.C.E.W. (MIN.) z PLAN O_ I ILd 0 o NEOPRENE GASKET 6" MIN. BOTTOM RISER SECTION AND BASE SLAB 1_p^ TO BE MONOLITHICALLY POURED aA NEOPRENE MAX. ° ° ° MIN. GASKET ° SLOPE 1"/FT. . . 2500 PSI CONCRETE O o o a o 0 0o a 0 0 06" MIN. PIPE SUPPORT0 o ao N 0 T E S: \ PAVED SURFACE 3" CLEAR 6 6„ �J4 AT 12" O.C.E.W. (MIN.) GRAVEL 4' DIA. (MIN.) z BOTTOM RISER SECTION AND BASE SLAB 1. SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES. FINISH GRADE UNPAVED SURFACE 2" TYP. 1 �22-3/4"� MIN. MIN. MIN. MIN. s" MIN' TO BE MONOLITHICALLY POURED 2. SEWER RAIN GUARDS SHALL BE AS MANUFACTURED BY FOSROC-PRECO INDUSTRIES, INC., OR SOUTH WEST PACKING AND SEALS, INC., OR APPROVED EQUAL. 1`II' +lD SICONCRETE21" PIPE SUPPORT 00 0 0 0 0 0 0 00 0 0 6" MIN. 25-1/4" 3" CLEAR#4 NOTES: AT 12" O.C.E.W. (MIN.) 6" 6" 4' DIA. (MIN.) GRAVEL MIN. MIN. MIN. MIN. RAIN GUARD 1. PRECAST CONCRETE TYPE II 4000 P.S.I. SECTION 2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT INSIDE AND OUTSIDE. 3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING GROUT. NOTES: NOTES: 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM (SEE DETAIL). 1. PRECAST CONCRETE TYPE II 4000 P.S.I. 1. A WATER -TIGHT MANHOLE "RAIN GUARD" INSERT SHALL BE INSTALLED IN ALL MANHOLES. 5. LIFT HOLES ARE PERMITTED AND SHALL BE SEALED AFTER PLACEMENT OF RISER. 2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS) WITH GROUT INSIDE AND OUTSIDE. 2. A 3'X3'X6" CONCRETE COLLAR SHALL BE INSTALLED WHERE MANHOLE IS INSTALLED IN UNPAVED AREAS 6. ALL PIPE HOLES SHALL BE PRECAST OR CORE -DRILLED. 3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING GROUT. "SANITARY 7. APPROVED RUBBER BOOTS MUST BE USED WITH PVC PIPE. 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM (SEE DETAIL). 3. SEWER" FOR WASTEWATER APPLICATIONS. 8. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET. 5. LIFT HOLES ARE PERMITTED AND SHALL BE SEALED AFTER PLACEMENT OF RISER. 9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAR EPDXY, OR PRO -TECH COATING, 8 mil. MIN. 4. "WATER" FOR WATER APPLICATIONS. DRY FILM THICKNESS EACH COAT OR OUA APPROVED EQUAL 6. ALL PIPE HOLES SHALL BE PRECAST OR CORE -DRILLED. 7. APPROVED RUBBER BOOTS MUST BE USED WITH PVC PIPE. 8. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET. 9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAR EPDXY, OR PRO -TECH COATING, 8 mil. MIN. DRY FILM THICKNESS EACH COAT OR OUA APPROVED EQUAL. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No REVISION PAGE No REVISION PAGE No REVISION PAGE No OCT, 2015 STANDARD MANHOLE FRAME AND COVER OCT, 2015 SHALLOW MANHOLE OCT. 2015 STANDARD MANHOLE (CONCENTRIC CONE) OCT. 2015 MANHOLE RAIN GUARD D25 D26 D27 D28 2'x2'x4" CONCRETE PAD ZZ 4" MIN. INDIVIDUAL 8"x6" P.V.C. HOUSE CONNECTION TEE-WYE CLEAN -OUT WITH INVERTED PLUG FLUSH WITH CONCRETE INVERTED PLUG FLUSH ALL ENDS TO A PLUGGED &SEALED W CONCRETE PAD NON -TRAFFIC AREAS / ( ) W STD. STOPPERS EASEMENT, R/W OR PROPERTY LINE 0 PLUGS GRADE PROPERTY LINE 6"X6"X4"X4" STD. P.V.C. 2' SQUARE, 4" THICK 1 8" P.V.C. DOUBLE Y BRANCH 3000 P.S.I. CONC. PAD 6" P.V.C. BEND AS REQUIRED 2'x2'x4" CONCRETE PAD 6"x4" WYE 4" MIN. INDIVIDUAL 2'x2'x4" HOUSE CONNECTION CONCRETE PAD CLEAN -OUT WITH INVERTED PLUG FLUSH WITH CONCRETE 8"x6" P.V.C. TEE-WYE j� 8" P.V.C. 90' ELBOW (SEWER SWEEP) PLUG &SEAL TRENCH L/ CLEAN -OUT WITH EASEMENT, R/W OR PROPERTY LINE INVERTED PLUG FLUSH WITH CONCRETE OF MAIN SEWER. PLAN 7x2'x4" CONCRETE PAD A" EASEMENT, R/W OR PROPERTY LINE CLEAN -OUT WITH INVERTED WITH TYPICAL MAIN LINE TERMINAL CLEANOUT CONCRETE � I I I I lllll�ll EASEMENT, R/W OR PROPERTY LINE 6" P.V.C. S-O" MIN. SERVICE LATERAL SLOPE 1/4 " PER FOOT TYP., 1/8 " 2'x2'x4" CONCRETE PAD PER F00 MIN. CLEAN -OUT WITH INVERTED PLUG FLUSH WITH CONCRETE PLUG &SEAL GRADE 6"X6"X4"X4"STD. P.V.C. DOUBLE 'Y' BRANCH 3'-0" MIN. 45' BEND \ 2' SQUARE, 4" THICK 6" CLEANOUT ASSEMBLY 3000 P.S.I. CONC. PAD W/ SCREWED CAP- INVERTED 14" 6" P.V.C. SERVICE \TO DETERMINED LATERALI) PLUG FLUSH W/ CONCRETE PAD (NON -TRAFFIC AREAS) SECTION "A -A" THE E � 6" P.V.C. WYE 6"x4" WYE TO STREET SERVICE TO BUILDING NOTES: SLOPE 1/4 " PER FOOT TYP., �/� 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO 1/8 " PER FOOT MIN. UNDISTURBED EARTH OBSTRUCTIONS. SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNECTION 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT TYPICAL SERVICE LATERAL ONE WAY CLEANOUT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3. CHANNELS FOR FUTURE CONSTRUCTION (STUBS) SHALL BE SECTION CONSTRUCTED, FILLED WITH SAND, AND COVERED WITH 1" OF MORTAR. N 0 T E S: NOTES: 4. SLOPE MANHOLE WITH A 1:2 SLOPE FROM MANHOLE WALL TO 1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY LINE AT A DEPTH OF 3 FEET, PLUGGED WATERTIGHT WITH CLEAN -OUT. 1. ONE WAY CLEANOUT (SWEEP TO STREET SERVICE). 2. CLEAN OUT SHALL BE LOCATED ON RIGHT OF WAY LINE. CHANNEL. 2. THE MINIMUM DIAMETER OF ALL SINGLE HOUSEHOLD CONNECTIONS SHALL BE 4"MINIMUM ALL OTHERS SHALL BE 6" 3. IN TRAFFIC AREAS A METAL CLEANOUT COVER AND LID 5. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST AND ALL DOUBLE SERVICES SHALL BE INSTALLED OVER PVC CLEANOUT. 4. ALL CLEAN OUT'S REQUIRE AN INSPECTION. PIPE OR 4" DEEP. 3. CONNECTION TO O.U.A. LATERAL SHALL BE MADE WITH ACLEAN-OUT AT PROPERTY LINE BY THE CONTRACTOR OR CUSTOMER MAKING THE CONNECTION, WITH A 2'x2'x4" CONCRETE PAD WITH A INVERTED PLUG, BOTH TO BE SET AT FINAL GRADE OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS 8c DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No REVISION PAGE No REVISION PAGE No OCT. 2015 FLOW PATTERNS FOR MANHOLE INVERTS OCT. 2015 TYPICAL SEWER SERVICE CONNECTION OCT. 2015 TYPICAL CLEANOUT D30 D31 D32 REVISION COMMENT: 0 Z LL Z a w J m O W J Y J O a V Z o J 00 V) 00 N W� Lu J J Q Q LL J OW D z W O Q > m LL Q 00 LU Q J N Q 0 d LU T CU � N V O 5 O (p o 06C-6 I; d1 Cnct J Q) N li O ",z�� 00 0 c: U O o � Q � U a_ W LU (n d CnLu zr-a Q 4 C) uAa WA�� C/) OZ� Wwu LL Ox1� �40�y W �W OLu oaZ O wHU W � M Cr � LLI Ln Z 26 Z) Z 07 y c } U LLI J cl� J LL LL LL W C x V I N Ul N J _ � aa F_ C14 W N Q O .. A J o D H, W x MECHANICAL THRUST RESTRAINT CHART 1 PIPE 90' BEND 45' BEND 22 1 2' BEND 11 1 4' BEND DEADEND VALVE SIZE, in PVC DIP PVC DIP PVC DIP PVC DIP PVC DIP 4 21 16 9 7 5 4 2 2 45 29 6 28 23 12 10 6 5 3 3 63 40 8 37 29 16 12 8 6 4 3 83 53 10 44 35 18 15 9 7 5 4 99 63 12 51 41 21 17 11 8 5 4 116 74 14 57 46 24 19 12 10 6 5 132 83 16 64 51 27 21 13 11 7 5 149 94 18 70 56 29 24 14 12 7 6 164 104 20 76 61 32 26 16 13 8 6 179 113 24 87 70 36 29 18 14 9 7 208 131 THRUST RESTRAINT CHART BASED UPON THE FOLLOWING: PVC/DIP PIPE MATERIAL, AS NOTED SP SOIL TYPE (designer to confirm) 1.5 SAFETY FACTOR (minimum) 3 TRENCH TYPE (designer to confirm) 2.5 DEPTH OF BURY, ft (designer to confirm) 150 TEST PRESSURE, psi (minimum) THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF. FITTINGS NOT SHOWN TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP DRAWING VALUES SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED NOTE 1: ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly —wrapped DIP) SHALL REQUIRE REVISION OF THE TABLE IN ACCORDANCE WITH EBAA IRON, INC., RESTRAINT LENGTH CALCULATOR (V. 5.4). (http://www.ebaa.com/engineering.htm or http: //rcp.eboa.com) NOTE 2: THE REVISED CHARTS SHALL BE SUBMITTED TO OUA AS A SHOP DRAWING SUBMITTAL. MECHANICAL THRUST RESTRAINT CHART 2 MAIN RUN, in BRANCH, in TEE LARGE SIZE SMALL LARGE REDUCER PVC DIP PVC DIP 4 4 1 1 6 4 33 21 6 4 1 1 8 4 60 38 6 6 1 1 8 6 35 22 8 1 4 1 1 10 4 81 51 8 6 1 1 10 6 61 39 8 8 7 5 10 8 33 21 10 6 1 1 12 4 101 64 10 8 1 1 12 6 85 54 10 10 21 14 12 8 62 39 12 6 1 1 16 4 138 87 12 8 1 1 16 6 126 79 12 12 36 24 16 8 109 68 16 6 1 1 16 12 63 40 16 8 1 1 18 4 154 97 16 16 65 43 18 6 144 91 18 6 1 1 18 8 129 81 18 8 1 1 20 4 171 107 18 18 79 52 20 6 161 101 20 6 1 1 20 8 148 93 20 8 1 1 20 12 113 71 20 20 92 61 24 4 201 127 24 6 1 1 24 6 194 122 24 8 1 1 24 8 183 115 24 24 118 78 24 12 154 97 THRUST RESTRAINT CHART BASED UPON THE FOLLOWING: PVC/DIP PIPE MATERIAL, AS NOTED SP SOIL TYPE (designer to confirm) 1.5 SAFETY FACTOR (minimum) 3 TRENCH TYPE (designer to confirm) 2.5 DEPTH OF BURY, ft (designer to confirm) 150 TEST PRESSURE, psi (minimum) THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF. FITTINGS NOT SHOWN TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP DRAWING VALUES SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED NOTE 1: ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly —wrapped DIP) SHALL REQUIRE REVISION OF THE TABLE IN ACCORDANCE WITH EBAA IRON, INC., RESTRAINT LENGTH CALCULATOR (V. 5.4). (http://www.ebaa.com/engineering.htm or http: //rcp.ebaa.com) NOTE 2:THE REVISED CHARTS SHALL BE SUBMITTED TO OUA AS A SHOP DRAWING SUBMITTAL. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No REVISION PAGE No OCT. 2015 WATER THRUST RESTRAINT D50 OCT. 2015 WATER THRUST RESTRAINT D51 REVISION COMMENT: CD Z 6 LLLL Z a w J m O W J Y J O Ca G V Z o J 00 U) 00 N W C� W _J Q Q LL J OW D z W O Q > co IL Q 00 W LU J N Q 0 d LU d (U � V C O 5 C a? N M O (p a1 o 06ct J 4 N - N O �C: 00 W � O o v '14. o C U Q O 0 C/) Q Uj U a_ W Uj d 0 zir-a CU wA�� cn o� WWo LPL 44 °LLJx� xo �a o�w oaZ O wHU Uj � M L LI Ln Z 26 Z) Z U) y � c } U W J 12� J LL LL LL LU V UN N J _ � aa F_ M W N O Q O .. C° O H A J o D H W x ITT'P UTTKTt"U A'T 1": PROTECTION OF SURFACE WATERS 1. WHERE APPROPRIATE OR WHEN REQUIRED BY STATE, FEDERAL OR LOCAL AGENCIES, DOWNSTREAM RECEIVING WATERS SHALL BE MONITORED THROUGHOUT CONSTRUCTION FOR TURBIDITY AND PH. A BACKGROUND SAMPLE SHALL BE TAKEN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES, SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS. 3. EXCAVATED MATERIAL WILL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF, STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. 4. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: A.) IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. B.) NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. C.) PERIMETER EROSION CONTROL DEVICES SHALL BE INSTALL PRIOR TO LAND DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL SITE STABILIZATION HAS BEEN ESTABLISHED. 5. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE. NOTE: BELOW IS AN EXAMPLE OF AN INSPECTION LOG AND IS GIVEN FOR REFERENCE PURPOSES ONLY. THIS OR A SIMILAR FORM IS REQUIRED, STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM INSPECTIONS MUST OCCUR AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF A STORM EVENT THAT IS 0.50 INCHES OR GREATER. PROJECT NAME: LAKE AND TRAIL USA. FDEP NPDES IDENTIFICATION NUMBER: LOCATION RAIN DATA TYPE OF CONTROL (SEE BELOW) DATE INSTALLED/ MODIFIED CURRENT CONDITION (SEE BELOW) CORRECTIVE ACTION/OTHER REMARKS CONDITION CODE: G=GOOD M=MARGINAL, NEEDS MAINTENANCE OR REPLACEMENT SOON P=POOR, NEEDS IMMEDIATE C=NEEDS TO BE CLEANED O=OTHER CONTROL TYPE CODES 1. SILT FENCE 13. RETENTION POND 25. HAY BALES 2. EARTH DIKES 14. CONSTRUCTION ENTRANCE STABILIZATION 26. GEOTEXTILE 3.STRUCTURAL DIVERSION 15. PERIMETER DITCH 27. RIP -RAP 4. SWALE 16. CURB AND GUTTER 28. TREE PROTECTION 5. SEDIMENT TRAP 17. PAVED ROAD SURFACE 29. DETENTION POND 6. CHECK DAM 18. ROCK OUTLET PROTECTION 30. RETENTION POND 7. SUBSURFACE DRAIN 19. REINFORCED SOIL RETAINING SYSTEM 31. WASTE DISPOSAL/ HOUSE KEEPING 8. PIPE SLOPE DRAIN 20. GABON 32. DAM 9. LEVEL SPREADERS 21. SEDIMENT BASIN 33. SAND BAG 10.STORM DRAIN INLET PROTECTION 22. TEMPORARY SEED/SOD 34. OTHER 11. VEGETATIVE BUFFER STRIP 23. PERMANENT SEED/SOD 12.VEGITATIVE PRESERVATION AREA 24. MULCH INSPECTOR INFORMATION: NAME: QUALIFICATION: DATE: "I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERTY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE OR IMPRISONMENT FOR KNOWING VIOLATIONS." NAME (RESPONSIBLE AUTHORITY) DATE EROSION AND SEDIMENT CONTROL NOTES: 1. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER, GENERAL EROSION CONTROL BMPS SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF -SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY. SEDIMENT CONTROL CONSISTS OF SILT FENCING, HAY BALES, AND FLOATING TURBIDITY BARRIERS PER FDOT INDEX NO. 102 AND 103. EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGREGATE, TEMPORARY PAVING. 2. CONTRACTOR SHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO CONTROL EROSIONS ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 3. EXCAVATED MATERIAL WILL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF, STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. 4. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. CLEARED SITE DEVELOPMENT AREAS WHICH WILL REMAIN AT ROUGH GRADE FOR 14 DAYS OR MORE SHOULD BE STABILIZED IMMEDIATELY BY COVERING WITH ADEQUATE AMOUNT OF HAY, OVER SEEDED AND PERIODICALLY WATERED SUFFICIENT TO STABILIZE THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVE BMP. 5. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1 V SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. 6. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONSTRUCTED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. 7. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHED OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES INTO PROJECT AT EARLIEST PRACTICAL TIME TO MINIMIZE NEED FOR TEMPORARY CONTROLS. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGNATE AN AREA WITHIN THE PROJECT LIMITS FOR CONCRETE TRUCK WASHOUT ACTIVITIES. THIS AREA SHALL PROVIDE EROSION CONTROL DEVICES THAT PREVENT CONTACT BETWEEN CONCRETE ^^' WASHOUT MATERIALS AND STORMWATER AND/OR SURFACE WATERS. 1. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ONSITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT NOTED THAT THE MEASURES IDENTIFIED ON SHOULD BE THIS PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). 2. EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. (THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.) CONTRACTOR'S CERTIFICATION: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. SIGNATURE AND DATE NAME AND TITLE, COMPANY/ADDRESS AND TELEPHONE NUMBER RESPONSIBILITY TITTEE: I CERTIFY UNDER THE PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERTY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THATTHERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE OR IMPRISONMENT FOR KNOWING VIOLATIONS." JEFFREY M. SUMNER, P.E. #55403 DATE SUMNER ENGINEERING & CONSULTING, LLC OWNER'S/AGENT'S CERTIFICATION: THE OWNER/AGENT IS AWARE OF, AND MUST ASSURE MAINTENANCE OF, THE EROSION PROTECTION THAT IS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION. OWNER: OWNER/AGENT DATE STEP 1. SET STAKES 6 MAX STEP 3. STAPLE FILTER MATERIAL TCc m A T7U0 A XTTm v� UrrUT.Tr IT FLOW I PLAN VIEW N.T.S. 3' Max. STEP 2. EXCAVATE A 4" X 4" TRENCH UPSCALE ALONG THE LINE OF STAKES STEP 4. BACKFILL AND COMPACT THE EXCAVATED SOIL PONDING HEIGHT STEEL OR FILTER FABRIC ATTACHED EXTRA STRENGTH WOOD POST SECURELY TO UPSTREAM FILTER FABRIC NEEDED 36" HIGH SIDE OF POST WITHOUT WIRE MESH MAX RUNOFF SUPPORT FLOW 12" MIN. 4" X 6" TRENCH STEEL O / WITH COMPACTED WOOD BACKFILL POST -- STANDARD DETAIL TRENCH WITH NATIVE BACKFILL / / FLOW PONDING HEIGHT��i` 10' MAX. SPACING WITH ��/��X- WIRE SUPPORT FENCE X 9" MAX. �! ,��%��/� 6' MAX SPACING WITHOUT (RECOMMENDED RITNOFF WIRE SUPPORT FENCE STORAGE HEIGH �` WIRE SUPPORTED SILT FENCE T 12" MIN. N.T.S. NOTES: GRAVEL 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. ALTERNATE DETAIL 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT TRENCH WITH GRAVEL CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. _F_ T MIN. FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR WIRE MESH IF USED. WOOD OR STEEL POSTS 10" (MIN.) BURIED UTILITIES NOTE APPROXIMATELY 8 INCHES OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL RUNOFF FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6" (MAX.) WIRE MESH SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS. ATTACHING TWO SILT FENCES 1 st FENCE m 0 2nd FENCE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH POST AT LEAST 180 DEGREES IN A CLOCKWISE -� DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY THE N.T.S. FLAP. CONTRACTOR'S RESPONSIBILITY EROSION AND SEDIMENTATION CONTROLS ARE PERFORMANCE BASED CRITERIA. IF THE BMPS PROVIDED DO NOT PREVENT SOILS FROM LEAVING A CONSTRUCTION SITE, THEN THE CONTRACTOR IS REQUIRED TO EMPLOY ADDITIONAL PROCEDURES TO PROVIDE CLEAN RUNOFF FROM A SITE. APPROXIMATE 4"X4" TRENCH BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATE ONE AT 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... njo�d 1 -800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW SILT FENCES DETAILS REVISION COMMENT: CD Z LL Z a w J m ° W J Y ° Ca G V Z cl J C*0 m N W W Q Q LL J UW > >z W O a > m Q or)W 0 Lu J N Q 0 d Lu = d CU � N V c: � O � O U cp � o pgodCD J O N N li O S:00 z �00 W III-) O (D c E ztz: U .c3) � W Q 0 ui U W ui o_ 0 Zia Q U uAm m WA W OZ � W W Ou LL_44 °x.1� xo �a ouw oaZ wHU O u.i � M �v LU Ln z 26 Z)z U) 4) c } U W J elf J LL LL LL Lu Z O �N M Z a J J Oa N a Z c O_ O W r Qc:) A a W W li O W 'F_^ V/