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HomeMy WebLinkAbout2020 05 11 Consent 300 - Winter Springs Town Homes Lot Split Resolution (Resolution No. 2020-07) • CONSENT AGENDA ITEM 300 noora=a CITY COMMISSION AGENDA I MAY11, 2020 1959 REGULAR MEETING TITLE Winter Springs Town Homes Lot Split Resolution SUMMARY Staff requests the City Commission review Resolution 2020-07, providing for the division of a lot owned by DFC Seminole Crossing, LLC, located east of the Cross- Seminole Trail on State Road 434, Winter Springs, Florida (existing Parcel ID #26- 20-30-5AP-OA00-007F) into two (2) lots of record for purposes of implementing Dream Finders Town Homes Development Agreement (approved on December 9th, 2019), with the City and providing for repeal of prior inconsistent resolutions, severability, and an effective date. RECOMMENDATION Staff recommends the City Commission review the information provided and approve Resolution 2020-07. RESOLUTION NO. 2020-07 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA; PROVIDING FOR THE DIVISION OF A LOT OWNED BY DFC SEMINOLE CROSSING,LLC, LOCATED EAST OF THE CROSS-SEMINOLE TRAIL ON STATE ROAD 434, WINTER SPRINGS, FLORIDA (EXISTING PARCEL ID. 26-20-30-5AR-OA00-007F) INTO TWO (2)LOTS OF RECORD FOR PURPOSES OF IMPLEMENTING A DEVELOPMENT AGREEMENT WITH THE CITY; PROVIDING FOR REPEAL OF PRIOR INCONSISTENT RESOLUTIONS, SEVERABILITY, AND AN EFFECTIVE DATE. WHEREAS,the City is granted the authority,under Section 2(b),Article VIII, of the State Constitution, to exercise any power for municipal purposes, except when expressly prohibited by law; and WHEREAS, section 9-11 of the City Code authorizes the City Commission to approve a "lot split," by resolution, and sets forth the prerequisites and application process for lot splits; and WHEREAS,DFC Seminole Crossing, LLC (hereinafter"Owner")is the owner of certain real property located on State Road 434 in Winter Springs, Florida,more particularly depicted and legally described herein; and WHEREAS, Owner has petitioned the City,pursuant to section 9-11 of the City Code, to divide said property into two (2) separate lots; and WHEREAS, said lots are more particularly depicted and legally described herein; and WHEREAS, the City Commission finds that Owner has satisfied all of the requirements for lot splits set forth in section 9-11 of the City Code; and WHEREAS,the City Commission further finds that Owner desires to split the existing lot to implement the requirements of that certain Development Agreement with the City of Winter Springs, recorded in the Seminole County Official Records, Book 9535, Pages 1782-1800, which requires the Owner to submit an application for a lot split for the purpose of eventually conveying the northern portion of the property (approximately 3.8 acres)to the City; and WHEREAS,the City Commission of the City of Winter Springs finds that this Resolution is in the best interests of the public health, safety, and welfare of the citizens of Winter Springs. City of Winter Springs Resolution No.2020-07 Page 1 of 6 NOW THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS HEREBY RESOLVES,AS FOLLOWS: Section 1. Recitals. The foregoing recitals are deemed true and correct and are hereby fully incorporated by this reference. Section 2. Approval of Lot Split. (a) Subject to the condition stated below, the City Commission hereby approves, pursuant to section 9-11 of the City Code, the division of the real property located on SR 434 (Parcel number: 26-20-30-5AR-OA00-007F), and legally described in "Exhibit A," attached hereto and fully incorporated herein by this reference, into two (2) separate lots. Said separate lots are more particularly depicted and legally described on"Exhibit B" as containing 3.809 acres and 6.533 acres, more or less. The 3.809-acre lot approved hereunder shall abut the Cross- Seminole Trail,not requiring frontage on a public or private street, and the 6.533-acre lot approved hereunder shall front SR 434 right-of-way. (c) Upon recordation of this Resolution in the Official Public Records of Seminole County, Florida, said lots shall each be deemed a lot of record for development purposes pursuant to applicable law. Section 3. Repeal of Prior Inconsistent Resolutions. All prior inconsistent resolutions adopted by the City Commission, or parts of prior resolutions in conflict herewith, are hereby repealed to the extent of the conflict. Section 4. Severability. If any section, subsection, sentence, clause, phrase, word or provision of this Resolution is for any reason held invalid or unconstitutional by any court of competent jurisdiction,whether for substantive,procedural, or any other reason,such portion shall be deemed a separate, distinct and independent provision, and such holding shall not affect the validity of the remaining portions of this Resolution. Section 5. Instructions to Staff. Pursuant to section 9-11(b)(2) of the City Code, the City Attorney is hereby directed to record this Resolution in the Official Public Records of Seminole County, Florida. The Community Development Department is hereby directed to modify city maps and documents to reflect the lot split upon recordation of this Resolution. Section 6. Effective Date. This Resolution shall become effective immediately upon adoption by the City Commission of the City of Winter Springs. However, the Resolution shall not be binding upon the Property until recorded by the City in accordance with the requirements of this Resolution. City of Winter Springs Resolution No.2020-07 Page 2 of 6 ADOPTED by the City Commission of the City of Winter Springs, Florida, this day of , 2020. Charles Lacey, Mayor ATTEST (City Seal): Christian Gowan,Interim City Clerk Approved as to legal form and sufficiency for the City of Winter Springs only: ANTHONY A. GARGANESE, City Attorney City of Winter Springs Resolution No.2020-07 Page 3 of 6 EXHIBIT A Legal Description of Property PT OF LOT 7 & 8 BLK A DESC AS BEG 1729.58 FT S 38 DEG 23 MIN 34 SEC E OF INT NLY R/W ST RD 434 Y ELY R/W TUSKAWILLA RD RUN N 50 DEG 31 MIN 58 SEC E 1033.48 FT N 39 DEG 28 MIN 02 SEC W 15 FT N 50 DEG 31 MIN 58 E 106.44 FT S 83 DEG 03 MIN 12 SEC E 94.74 FT S 47 DEG 54 MIN 36 SEC E 34 FT S 37 DEG 59 MIN 33 SEC E 57.62 FT S 68 DEG 24 MIN 08 SEC E 52.48 FT TO ELY LI BLK A S 05 DEG 13 MIN 52 SEC W 251.46 FT S 62 DEG 36 MIN W 109.52 FT S 50 DEG 54 MIN 04 SEC W 11.72 FT S 22 DEG 01 MIN 13 SEC W 65.99 FT S 29 DEG 00 MIN 27 SEC W 44.28 FT S 52 DEG 03 MIN 03 SEC W 9.60 FT S 28 DEG 03 MIN 23 SEC W 97.92 FT S 44 DEG 20 MIN 04 SEC E 176.05 FT S 37 DEG 21 MIN 37 SEC E 71.69 FT S 05 DEG 13 MIN 52 SEC W 42.89 FT N 27 DEG 56 MIN 26 SEC W 41.29 FT N 36 DEG 31 MIN 04 SEC W 54.59 FT N 52 DEG 32 MIN O1 SEC W 245.40 FT W 57.99 FT S 66 DEG 37 MIN 02 SEC W 39.09 FT S 46 DEG 29 MIN 24 SEC W 41.50 FT S 28 DEG 55 MIN 33 SEC W 34.27 FT S 10 DEG 02 SEC W 55.95 FT S 52.29 FT S 07 DEG 51 MIN 13 SEC W 30.86 FT S 49.12 FT S 07 DEG 25 MIN 22 SEC W 52.87 FT S 67 DEG 06 MIN W 15.29 FT S 79 DEG 35 MIN 01 SEC W 69.29 FT W 96.92 FT N 60 DEG 50 MIN 07 SEC W 119.48 FT S 86 DEG 04 MIN 53 SEC W 186.65 FT S 09 DEG 51 MIN 29 SEC W 3.05 FT N 38 DEG 52 MIN 11 SEC W 121.02 FT S 51 DEG 16 MIN 44 SEC W 5 FT TO NELY RW SR RD 434 N 38 DEG 43 MIN 16 SEC W 73.56 FT TO BEG D R MITCHELLS SURVEY OF THE LEVY GRANT PG 1 PG 5 City of Winter Springs Resolution No.2020-07 Page 4 of 6 EXHIBIT B Legal Description of Two Lots as Split SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL DESCRIPTION A PORTION OF LOTS 7 AND 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULAR LY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070-2516, SHEET 10 OF 13, Pl. STATION 600+32.11); RUN THENCE S38o23'34"E A DISTANCE OF 1729.58 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE N50o31'58"E A DISTANCE OF 97.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434; THENCE CONTINUE N50°31'58"E A DISTANCE OF 739.15 FEET FOR A POINT OF BEGINNING; TH ENCE N50o31'58"E A DISTANCE OF 294.33 FEET; THENCE N39o28'02"W A DISTANCE OF 15.00 FEET; THENCE N50'3 1'58"E A DISTANCE OF 106.44 FEET; THENCE S83o03'12"E A DISTANCE OF 94.74 FEET; THENCE S4r54'36"E A DISTANCE OF 34.00 FEET; THENCE S3r59'33"E A DISTANCE OF 57.62 FEET; THENCE S68o24'08"E A DISTANCE OF 52.48 FEET TO A POINT ON THE EASTERLY LINE OF BLOCK "A", SAID D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP; THENCE S05°13'52"W ALONG SAID EASTERLY LINE A DISTANCE OF 251.46 FEET; THENCE S62o36'00"W A DISTANCE OF 109.52 FEET; THENCE S50°54'04"W A DISTANCE OF 11.72 FEET; THENCE S22°01'13"W A DISTANCE OF 65.99 FEET; THENCE S29000'27"W A DISTANCE OF 44.28 FEET; THENCE S52o03'03"W A DISTANCE OF 9.60 FEET; THENCE S28°03'23"W A DISTANCE OF 97.92 FEET; THENCE N39o28'25"W A DISTANCE OF 431.48 FEET TO THE POINT OF BEGINNING. CONTAINS 165,916 SQUARE FEET OR 3.809 ACRES, MORE OR LESS. City of Winter Springs Resolution No.2020-07 Page 5 of 6 SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL DESCRIPTION A PORTION OF LOT 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070-2516, SHEET 10 OF 13, P1. STATION 600+32.11); RUN THENCE S38o23'34"E A DISTANCE OF 1729.58 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE N50o31'58"E A DISTANCE OF 97.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434 FOR A POINT OF BEGINNING; THENCE N50'3 1'58"E A DISTANCE OF 739.15 FEET; THENCE S39°28'25"E A DISTANCE OF 431.48 FEET; THENCE S44o20'04"E A DISTANCE OF 176.05 FEET; THENCE S3r21'37"E A DISTANCE OF 71.69 FEET TO A POINT ON THE EASTERLY LINE OF BLOCK "A", SAID D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP; THENCE S05°13'52"W ALONG SAID EASTERLY LINE A DISTANCE OF 42.89 FEET; THENCE N2r56'26"W A DISTANCE OF 41.29 FEET; THENCE N36o31'04"W A DISTANCE OF 54.59 FEET; THENCE N52o32'01"W A DISTANCE OF 245.40 FEET; THENCE S89o06'27"W A DISTANCE OF 57.99 FEET; THENCE S66o37'02"W A DISTANCE OF 39.09 FEET; THENCE S46o29'24"W A DISTANCE OF 41.50 FEET; THENCE S28o55'33"W A DISTANCE OF 34.27 FEET; THENCE S10o02'16"W A DISTANCE OF 55.95 FEET; THENCE S03°05'47"W A DISTANCE OF 52.29 FEET; THENCE SOr51'13"W A DISTANCE OF 30.86 FEET; THENCE SOOo47'47"W A DISTANCE OF 49.12 FEET; THENCE SOr25'22"W A DISTANCE OF 52.87 FEET; THENCE S6r06'00"W A DISTANCE OF 15.29 FEET; THENCE S79o35'01"W A DISTANCE OF 69.29 FEET; THENCE N89o18'43"W A DISTANCE OF 96.92 FEET; THENCE N60050'07"W A DISTANCE OF 119.48 FEET; THENCE S86'04'53"W A DISTANCE OF 186.65 FEET; THENCE S09°51'29"W A DISTANCE OF 3.05 FEET; THENCE N38052'11"W A DISTANCE OF 121.02 FEET; THENCE S51016'44"W A DISTANCE OF 5.00 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434; THENCE N38o43'16"W A DISTANCE OF 73.56 FEET TO THE POINT OF BEGINNING. CONTAINS 284,559 SQUARE FEET OR 6.533 ACRES, MORE OR LESS. City of Winter Springs Resolution No.2020-07 Page 6 of 6 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs,Florida 32708 customerservice(Mintersprinasfl.org ftyeorpar;xzed 1959 Application—Site Plan Review/Subdivision The Community Development Director reserves the right to determine whether this application is complete and accurate. An incomplete application will not be processed and will be returned to the applicant. The application shall be reviewed per Florida Statue 419.001. The sufficiency review shall be completed within thirty(30)calendar days per FL Statue 166.033. By submitting this application, you hereby grant temporary right of entry for City officials to enter upon the subject property for purposes of evaluating this application. Site Plan Type: Type of Development: Residential X Non-Residential Plan Sales Trailer Preliminary Review Final Review Combined Preliminary/Final Resubmittal Recorded Plat Project Name: Seminole Crossing Date:2/27/2020 Applicant/Agent Information: Applicant(s): DFC Seminole Crossing LLC Mailing Address: 14701 Phillips Hwy Suite 300 Jacksonville, FL 32256-3743 Email: dan.edwards@dreamfindershomes.com Phone Number: 813-484-7665 Person Who Will Upload Plans* (First,Last): Michael Rainer Email: michael.rainer@dreamfindershomes.com Phone#: 540-905-5197 Property Owner(s) Name (If Applicant is not the Property Owner): Name: Email: Phone#: Mailing Address: Phone Number: Site Information: Project Address: W 434 SR Winter Springs FL Parcel ID(s): 26-20-30-5AR-OA00-007 F Parcel Size: 3.809 Acres Existing Use: Vacant Residental Proposed Use: Stormwater/Open Space Zoning District: T-C Future Land Use: Town Center District 2020/02 Page 1 of 3 " CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs,Florida 32708 customerservicea,winterspringsfl.org Incarparneed 1959 Application—Site Plan Review/Subdivision Is the property located in the Town Center District? X Yes No Is the property within the S.R. 434 Corridor Overlay District? Yes No Is the property located in the Greenway Interchange Zoning District? Yes No The Planning and Zoning Board/Local Planning Agency shall review Site Plan Applications and make a written recommendation to the City Commission. The City Commission shall render all final decisions regarding Preliminary and Final Engineering Plans and may impose reasonable conditions on any approved plans to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the City Code and Comprehensive Plan. All formal decisions shall be based upon the applicable criteria as set forth in the City's Code of Ordinances Chapter 9, Land Development and Chapter 20, Zoning. Applicants are advised,that if they decide to appeal any decisions made at the meetings or hearings,with respect to any matter considered at the meetings or hearings,they will need a record of the proceedings and,for such purposes, they will need to ensure that a verbatim record of the proceedings is made,at their cost,which includes the testimony and evidence upon which the appeal is to be based, per 286.0105, Florida Statutes. Application Fees: Fees are shown below plus actual costs incurred for advertising or notification, and reimbursement for technical, and/or professional services which may be required in connection with the review, inspection or approval of any development (based on accounting submitted by the City Consultant), payable prior to approval of the pertinent stage of development. Residential Site Plan Review Preliminary Site Plan (includes two reviews) $1,200 + $5/lot Final Site Plan includes two reviews) $1,000 + $10/lot Combined Preliminary/Final (includes four reviews) $2,200 + $15/lot Non-Residential Site Plan Review Preliminary Site Plan (includes two reviews) $3,000 + $5/lot Final Site Plan (includes two reviews) $2,500 + $10/lot Combined Preliminary/Final (includes four reviews) $5,500 + $15/lot Sales Trailer Plan $200 Recorded Plat+ actual cost $500 Resubmittal (each review) $500 Total Due $o 2020/02 Page 2 of 3 CITY OF WINTER SPRINGS 4 COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs,Florida 32708 customerservice aminterspringsRorg Incorporated 1959 Application— Site Plan Review/Subdivision THIS APPLICATION MUST BE SIGNED IN THE PRESENCE OF A NOTARY This is to certify that I am the owner in simple fee of the subject property as described in this application for Site Plan Review. i Property Owner(s)Name (Print): Robert E. Riva, Jr., Esq. General Counsel and Vice President Property Owner Signature: - Date: 3/2/2020 Property Owner(s)Name (Print).- Property Print):Property Owner Signature: Date: STATE OF %1h4ti COUNTY OF The foregoing instrument was acknowledged before me thisTVA day of 20 , by e® who is pZX1uUy JwD= to me or who has produced as identification and who did did not take an oath. Date: (seal): Notary Public Signature: YpSARAH HAGGERTY My Commission Expires: ® ;�2° �0 Notary Public-State of Florida Commission#GG 149706 My Commission Expires F a Note: If the applicant is not the property owner the Property Owner shall sign and have their sign below, authorizing the applicant and/or agent permission to submit the Site Plan Review application. Property Owner's Name (Print): Property Owner Signature: Date STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did/did not take an oath. Date: (seal): Notary Public Signature: My Commission Expires: 2020/02 Page 3 of 3 SKETCH OF DESCRIPTION SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL DESCRIPTION A PORTION OF LOTS 7 AND 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 6,TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070-2516, SHEET 10 OF 13, P.I. STATION 600+32.11); RUN THENCE S38°23'34"E A DISTANCE OF 1729.58 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE N50°31'58"E A DISTANCE OF 97.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434; THENCE CONTINUE N50°31'58"E A DISTANCE OF 739.15 FEET FOR A POINT OF BEGINNING; THENCE N50°31'58"E A DISTANCE OF 294.33 FEET;THENCE N39°28'02"W A DISTANCE OF 15.00 FEET; THENCE N50'31'58"E A DISTANCE OF 106.44 FEET; THENCE 583"03'12"E A DISTANCE OF 94.74 FEET;THENCE S47'54'36"E A DISTANCE OF 34.00 FEET;THENCE S37°59'33"E A DISTANCE OF 57.62 FEET;THENCE S68°24'08"E A DISTANCE OF 52.48 FEET TO A POINT ON THE EASTERLY LINE OF BLOCK "A", SAID D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP;THENCE S05013'52"W ALONG SAID EASTERLY LINE A DISTANCE OF 251.46 FEET; THENCE S62°36'00"W A DISTANCE OF 109.52 FEET; THENCE 550'54'04"W A DISTANCE OF 11.72 FEET; THENCE S22°01'13"W A DISTANCE OF 65.99 FEET; THENCE S29000'27"W A DISTANCE OF 44.28 FEET;THENCE S52°03'03"W A DISTANCE OF 9.60 FEET;THENCE S28°03'23"W A DISTANCE OF 97.92 FEET;THENCE N39°28'25"W A DISTANCE OF 431.48 FEET TO THE POINT OF BEGINNING. CONTAINS 165,916 SQUARE FEET OR 3.809 ACRES, MORE OR LESS. JOB 452429 THIS SKETCH IS NOT A BOUNDARY SURVEY. SHEET 1 OF 3 CF#SC1-5 PARCEL PREPARED FOR: DREAM FINDERS HOMES REVISIONS: DATE:2/24/2020 SCALE: 1"= 100' BEARING STRUCTURE IS ASSUMED AND BASED ON THE NORTH R/W LINE OF STATE DRAWN BY:ANT ]ROAD 434 PER RIGHT OF WAY MAP SECTION 77070-2516 BEING:S38°48'16"E. THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" AS LEGEND REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND � -CENTERLINE PG -PAGE 8 -CENTRAL ANGLE POB -POINT OF BEGINNING SURVEYORS, PURSUANT TO SECTION 472.027 OF THE ACC U R I G HT� ESMTDB DEED BOOK POC POINT OF FLORIDA STATUTES. v DE -DRAINAGE EASEMENT COMMENCEMENT )))) DOC# -DOCUMENTN PRC -POINT OF REVERSE 1v'd -EASEMENT CURVATURE L— L -ARC LENGTH PT -POINT OF TANGENCY RONALD K. SMITH, PSM 5797 ACCURIGHT SURVEYS ORB - AL RECORDS BOOK R/W RIGHT OF WAY P&M -PLATLAT&MEASURED R -RADIUS "NOT VALID WITHOUTTHE ORIGINAL SIGNATURE AND SEAL OF ORLANDO INC.,LB 4475 PB -PLAT BOOK TYP -TYPICAL OFTHIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR 2012 E.Robinson Street Orlando,Florida 32803 PC -POINT OF CURVATURE UE -UTILITY EASEMENT THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS www.AccurightSurveys.net PCC -POINTOFCOMPOUND AUTHORIZED BY RONALD K.SMITH,PSM 5797. g CURVATURE Admin@Accuright5urveys.net PHONE: 407 894-6314 C:\Users\Ant\appdata\local\temp\AcPublish-6304\SCI-5 PARCEL.dwg-Feb 25,2020 COPYRIGHT 1986-2020,ACCURIGHT SURVEYS SKETCH OF DESCRIPTIO! SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL i I MATCH LINE I I \� I ` I / I / I / I � m I / PART LOT 8, BLOCK"A" / c�(D / PB 1,PG5 n< I / 'T _ DETENTION POND AREA i o ORB 9168,PG 1520 / Q I Ol / I � PART LOT 8, Lu BLOCK"A" DO PB 1,PG 5 Io / CROSS ACCESS,UTILITY Lo O / AND PEDESTRIAN ESMT z // PART LOT 8, ORB 4092,PG 164 I / BLOCK"A" / PB 1,PG5 UTILITY ESMT UTILITY ESMT ORB 7486,PG 155 ORB 7486,PG 155 / i ----�— S38°48'16"E I� N. R/W LINE, BEARING BASIS i,� N50°31'58"E 97.29' _ S38°23'34"E � —/\r- 1729.58' - STATE ROAD 434 PoC (VARIABLE WIDTH PUBLIC R/W) INSERSECTION SR 434 AND TUSKAWILLA ROAD FDOT R/W MAP SECTION 77070-2516 JOB H52429 THIS SKETCH IS NOTA BOUNDARY SURVEY. SHEET 2 OF 3 CF#SC1-5 PARCEL PREPARED FOR: DREAM FINDERS HOMES REVISIONS: DATE:2/24/2020 SCALE: 1"= 100' BEARING STRUCTURE IS ASSUMED AND BASED ON THE NORTH R/W LINE OF STATE DRAWN BY:ANT ROAD 434 PER RIGHT OF WAY MAP SECTION 77070-2516 BEING:S38°48'16"E. THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" AS - LEGEND -PAGE REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND p -CENTCENTERLINE ERLINERAL PG LE POB -POINTOFBEGINNING SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. - ACCURIGHT DB -DEED BOOK POC -POINT OF DE -DRAINAGE EASEMENT COMMENCEMENT DOC# -DOCUMENT# PRC -POINT OF REVERSE j l ESMT -EASEMENT CURVATURE [y ` L -ARC LENGTH PT -POINT OF TANGENCY RONALD K. SMITH, PSM 5797 ACCURIGHT SURVEYS ORB -OFFICI PLAT&MRECORDS EASURED BOOK R/W RIGHT OF WAY P&M"NOT VALID WITHOUTTHE ORIGINAL SIGNATURE AND SEAL OF ORLANDO INC.,LB 4475 PB -PLAT BOOK TYP -TYPICAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR 2012 E.Robinson Street Orlando,Florida 32803 PC -POINTOFCURVATURE UEUTILITY EASEMENT THE DIGITALSEALAPPEARINGONTHISDOCUMENTWAS ,�,WW,Accuri htSurve snet PCC -POINTOFCOMPOUND AUTHORIZED BY RONALD K.SMITH,PSM 5797. g Y CURVATURE Admin@AccurightSurveys.net PHONE: 407 894-6314 C:\Users\Ant\appdata\local\temp\AcPublish-6304\SCl-5 PARCEL.dwg-Feb 25,2020 COPYRIGHT©1986-2020,ACCURIGHT SURVEYS »CSC; CC=0OF 00Th N UN I SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL LINE CHART L3 L4 �F9s. L1 N39°28'02"W 15.00' ,o �F L2 S83°03'12"E 94.74' �p `jOso�l p'F,��L L3 S47°54'36"E 34.00' PART LOT 7, �ti ,jAG, q�, 2 " ' BLOCK"A" �. L4 53759 33 E 57.62 PB 1,PG 5 L5 S68°24'08"E 52.48' L6 S50°54'04"W 11.72' u �sr L7 S22°01'13"W 65.99' �O o Qs, L8 S29000'27"W 44.28' LLQ 1�i, �I �' a L9 S52°03'03"W 9.60' o F-- � ' L10 S28°03'23"W 97.92' J 9 Lu1 ma i f Ln 3 \ o \ °°Y a nJ ou do J m .�.\.\..\., m d D 9 \ \ \ PART LOT 7, BLOCK"A" PB 1,PG5 M LD i F, CA 11 WL nC7 00 In PART LOT 8, N ei PART LOT 8, \ BLOCK"A" u w o M BLOCK"A" �� ¢0`r ° PB 1,PG 5 PART LOT 8, PB 1,PG 5 N a cc L BLOCK"A" wz0 Z PB 1,PG5 u¢ J v)d w~� POB N3T28'25"W 431.48' ---------------- W LU o PART LOT 8, M O n I BLOCK"A" wz u¢ I Lu PB 1,PG5 \\\ 00 DETENTION POND AREA \\ Lr) ORB 9168,PG 1520 OLn n z MATCH LINE F 429 THIS SKETCH IS NOTA BOUNDARY SURVEY. SHEET 3 OF 3 5 PARCEL PREPARED FOR: DREAM FINDERS HOMES REVISIONS: 24 2020 1"= 100' BEARING STRUCTURE IS ASSUMED AND BASED ON THE NORTH R/W LINE OF STATE BY:ANT ROAD 434 PER RIGHT OF WAY MAP SECTION 77070-2516 BEING:S38°48'16"E. CH MEETS THE "STANDARDS OF PRACTICE"AS LEGEND REQUIRED BY CHAPTER SJ-17 FLORIDA BOARD OF LAND CENTERLINE PG PAGE SURVEYORS, PURSUANT TO SECTION 472.027 OF THE A CENTRAL ANGLE POB POINT OF BEGINNING FLORIDA STATUTES. /�i��ZL1 DB DEED BOOK ACC U R I G H T POINT OF DE -DRA NAGE EASEMENT POC COMMENCEMENT DOC# -DOCUMENT# PRC POINT OF REVERSE ESMT -EASEMENT CURVATURE /C L -ARC LENGTH PT -POINT OF TANGENCY RONALD K. SMITH PSM 5797 ACCURIGHT SURVEYS ORB OFFICIAL RECORDS BOOK R/W -RIGHT OF WAY P&M -PLAT&MEASURED R RADIUS "NOT VALID WITHOUT ALICENTHE DSURVEYORADMAPER." ORSEAL OF ORLANDO INC.,LB 4475 PB PLAT BOOK TYP TYPICAL OFTHIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR 2012 E.Robinson Street Orlando,Florida 32803 PC POINT OF CURVATURE UE UTILITY EASEMENT THEDIGITALSEALAPPEARINGONTHISDOCUMENTWAS PCC POI NT OF COMPOUND AUTHORIZED BY RONALD K.SMITH,PSM 5797. www.AccurightSurveys.net CURVATURE Admin@AccurightSurveys.net PHONE: 407 894-6314 C.Users\Ant\appdata\local\temp\AcPublish_6304 SCI-5 PARCEL.dwg-Feb 25,2020 COPYRIGHT 1986-2020,ACCURIGHT SURVEYS I, jr I� fl Point# Desc Bearing Distance 1 POB N50°31'58"E 294.33' 2 PI N39°28'02"W 15.00' 3 PI N50°31'58"E 106.44' 4 PI S83°03'12"E 94.74' 5 PI S47°54'36"E 34.00' 6 PI S37°59'33"E 57.62' 7 PI S68°24'08"E 52.48' 8 PI S05°13'52"W 251.46' 9 PI S62°36'00"W 109.52' 10 PI S50°54'04"W 11.72' 11 PI S22°01'13"W 65.99' 12 PI S29000'27"W 44.28' j 13 PI S52°03'03"W 9.60' w 14 PI S28°03'23"W 97.92' �! 15 PI N39°28'25"W 431.48' !i 16 CLOSE Ii ----------------------------------- ----------------------------------- Misclosure(16-1) : N17°43'49"E 0.0082' Perimeter: 1676.58' Precision : 1/204461 Contains 165,916 square feet or 3.809 acres �- LEGEND /\ Ccc Il V H NT -NOT TANGENT v PC -POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE LOSfl �I I� �— REPORT PI POINT OF INTERSECTION ACCURIGHT SURVEYS � POB -POINT OF BEGINNING OF ORLANDO INC.,LB 4475 PRC POINT OF REVERSE CURVATURE 2012 E.Robinson Street Orlando,Florida 32803 FILE NAME: SC1-5 PARCEL.dwg PT POINT OF TANGENCY www.AccurightSurveys.net DATE: 2/24/2020 RP RADIUS POINT Admin@AccurightSurveys.net SHEET: 1 of 1 SC SIMPLE CURVE PHONE:(407)894-6314 11 1 C:\Users\Ant\appda to\local\temp\Ac Pub lis h_4308\CLOSURE.dwg-Feb 24,2020 COPYRIGHT c 1986-2020,ACCURIGHT SURVEYS SKETCH OF DESCRIPTION SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL DESCRIPTION A PORTION OF LOT 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 6,TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 77070-2516, SHEET 10 OF 13, P.I. STATION 600+32.11); RUN THENCE S38'23'34"E A DISTANCE OF 1729.58 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE N50*31'58"E A DISTANCE OF 97.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434 FOR A POINT OF BEGINNING; THENCE N50°31'58"E A DISTANCE OF 739.15 FEET;THENCE S39°28'25"E A DISTANCE OF 431.48 FEET;THENCE 544'20'04"E A DISTANCE OF 176.05 FEET;THENCE S37°21'37"E A DISTANCE OF 71.69 FEET TO A POINT ON THE EASTERLY LINE OF BLOCK "A", SAID D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP; THENCE S05°13'52"W ALONG SAID EASTERLY LINE A DISTANCE OF 42.89 FEET; THENCE N27°56'26"W A DISTANCE OF 41.29 FEET; THENCE N36°31'04"W A DISTANCE OF 54.59 FEET; THENCE N52°32'01"W A DISTANCE OF 245.40 FEET; THENCE S89°06'27"W A DISTANCE OF 57.99 FEET;THENCE S66°37'02"W A DISTANCE OF 39.09 FEET; THENCE S46°29'24"W A DISTANCE OF 41.50 FEET;THENCE S28°55'33"W A DISTANCE OF 34.27 FEET;THENCE S10002'16"W A DISTANCE OF 55.95 FEET;THENCE S03°05'47"W A DISTANCE OF 52.29 FEET; THENCE S07°51'13"W A DISTANCE OF 30.86 FEET; THENCE S00°4747"W A DISTANCE OF 49.12 FEET; THENCE S07°25'22"W A DISTANCE OF 52.87 FEET;THENCE S67'06'00"W A DISTANCE OF 15.29 FEET; THENCE S79°35'01"W A DISTANCE OF 69.29 FEET;THENCE N89018'43"W A DISTANCE OF 96.92 FEET;THENCE N60°50'07"W A DISTANCE OF 119.48 FEET; THENCE S86°04'53"W A DISTANCE OF 186.65 FEET;THENCE S09'51'29"W A DISTANCE OF 3.05 FEET;THENCE N38052'11"W A DISTANCE OF 121.02 FEET; THENCE S51°16'44"W A DISTANCE OF 5.00 FEET TO A POINT ON SAID NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434;THENCE N38°43'16"W A DISTANCE OF 73.56 FEET TO THE POINT OF BEGINNING. CONTAINS 284,559 SQUARE FEET OR 6.533 ACRES, MORE OR LESS. JOB H52429 THIS SKETCH IS NOT A BOUNDARY SURVEY. SHEET 1. OF 3 CF#SC1-5 POND PREPARED FOR: DREAM FINDERS HOMES REVISIONS: DATE:2/24/2020 SCALE: 1"= 100' BEARING STRUCTURE IS ASSUMED AND BASED ON THE NORTH R/W LINE OF STATE DRAWN BY:ANT EAROAD 434 PER RIGHT OF WAY MAP SECTION 77070-2516 BEING:S38°48'16"E. THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" AS LEGEND REQUIRED BY CHAPTER 51-17 FLORIDA BOARD OF LAND -CENTERLINE PG -PAGE 4 SURVEYORS, PURSUANT TO SECTION 472.027 OF THE -CENTRAL ANGLE POB -POINTOFBEGINNING OF FLORIDA STATUTES. ACCURIGHT R I G H T DB DEED BOOK POC POINT EN �/Z�-�Z� DE -DRAINAGE EASEMENT COMMENCEMENT DOC# -DOCUMENT# PRC POINT OF REVERSE uJl C ESMT -EASEMENT CURVATURE L -ARC LENGTH PT -POINT OF TANGENCY RONALD K. SMITH PSM 5797 ACCURIGHT SURVEYS ORB AL RECORDS BOOK R/W RIGHT OF WAY � P&M -PLAT&MEASURED R -RADIUS "NOTVALID WITHOUTTHE ORIGINAL SIGNATURE AND SEAL OF ORLANDO INC.,LB 4475 PB -PLAT BOOK TYP -TYPICAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR 2012 E.Robinson Street Orlando,Florida 32803 PC -POINT OF CURVATURE UE -UTILITY EASEMENT THE DIGITALSEAL APPEARING ONTHIS DOCUMENT WAS www.AccurightSurveys.net,Flo PCC -POINTOFCOMPOUND AUTHORIZED BY RONALD K.SMITH,PSM 5797. g Y CURVATURE Admin@AccurightSurveys.net PHONE: 407 894-6314 C:\Users\Ant\appdata local temp\AcPublish_6304\SCl-5 POND.dwg-Feb 25,2020 COPYRIGHT 0 1986-2020,ACCURIGHT SURVEYS SKETCH OF DESCRIPTION SECTION 6,TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL l n 'rd M !1� w 0o MATCH LINE s `rte in M �y O v Ln Z h PART LOT 8, vy BLOCK"A" m PB 1,PG5 w� U a (O DETENTION POND AREA (, N O o ORB 9168,PG 1520 t= 3. PART LOT 8, ° u a BLOCK"A" PB 1,PG5 PART LOT 8, LINE CHART CROSS ACCESS,UTILITYBLOCK"A" L11 S07°51'13"W 30.86' AND PEDESTRIAN ESMT PB 1,PG 5 N ORB 4092,PG 164 L12 X00°47'47"W 49.12' ca cb� L13 S07°25'22"W 52.87' UTILITY ESMT �i4' L14 S67°06'00"W 15.29' UTILITY ESMT ORB 7486,PG 155 ORB 7486, L15 S79°35'01"W 69.29' PG 155 _ — L17 L16 N89°18'43"W 96.92' L17 S09°51'29"W 3.05' S38°48'16"EL19 L18 S51°16'44"W 5.00' N. R/W LINE POB I L18 N38°52'11"W L19 N38°43'16"W 73.56' BEARING BASIS I 121.02' �N50°31'58"E 97.29' S38°23'34"E _ I -� 1729.58' STATE ROAD 434 POC (VARIABLE WIDTH PUBLIC R/W) INSERSECTION SR 434 AND TUSKAWILLA ROAD FDOT R/W MAP SECTION 77070-2516 JOB#52429 THIS SKETCH IS NOTA BOUNDARY SURVEY. SHEET 2 OF 3 CF#SCI-5 POND PREPARED FOR: DREAM FINDERS HOMES REVISIONS: DATE:2/24/2020 SCALE: 1"= 100' BEARING STRUCTURE IS ASSUMED AND BASED ON THE NORTH R/W LINE OF STATE DRAWN BY:ANT ROAD 434 PER RIGHT OF WAY MAP SECTION 77070-2516 BEING:S38°48'16"E. THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" AS - LEGEND -PAGE REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND CENTERLINE CENTERLINE ERLINERAL PG LE POB POINT OF BEGINNING SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. z�Z /7O AC C U R I G H T DB -DEED BOOK POC -POINT EOF N G G DE -DRAINAGE EASEMENT COMMENCEMENT DOC tt -DOCUMENT# PRC POINT OF REVERSE ESMT -EASEMENT CURVATURE L ARC LENGTH PT POINT OF TANGENCY RONALD K. SMITH, PSM 5797 ACCURIGHT SURVEYS ORB -OFFICIPLATMRECORDS EASURED BOOK R/W RIGHT OF WAY P&M"NOT VALID WITHOUTTHE ORIGINAL SIGNATURE AND SEAL OF ORLANDO INC.,LB 4475 PB PLAT BOOK TYP TYPICAL OFTHIS FLORIDA LICENSED SURVEYOR AND MAPPER." OR 2012 E.Robinson Street Orlando,Florida 32803 PC POINTOF CURVATURE UE UTILITY EASEMENT THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS PCC -POINT OF COMPOUND AUTHORIZED BY RONALD K.SMITH,PSM 5797. www.AccurightSurveys.net CURVATURE Admin@AccurightSurveys.net PHONE: 407 894-6314 C:\Users\Ant\appdata\local\temp\AcPublish_6304\SCl-5 POND.dwg-Feb 25,2020 COPYRIGHT c 1986-2020,ACCU RIGHT SURVEYS SKETCH OF DESCRIPTION SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST WINTER SPRINGS, SEMINOLE COUNTY, FL PART LOT 8, PART LOT BLOCK"A" BLOCK"A"" PB 1,PG 5 \ A� Off, F,P PB 1,PG5 l 1 s F S39028'25"E 431.48' \ S44020104"E L1 176.05' !� L4 L3 °32 055 245 4�LINE CHART 152 L1 S37°21'37"E 71.69' L2 S05°13'52"W 42.89' PART LOT 8, L3 N27°56'26"W 41.29' PB 1,PIS BLOCKS 5 L4 N36°31'04"W 54.59' L5 S89°06'27"W 57.99' L6 S66°37'02"W 39.09' DETENTION POND AREA J L7 S46°29'24"W 41.50' ORB 9168,PG 1520 PART LOT 8, L8 S28°55'33"W 34.27' BLOCK"A" L9 S10°02'16"W 55.95' ecp PB 1,PG 5 L10 S03005'47"W 52.29' L11 S07°51'13"W 30.86' !9 L12 S00°47'47"W 49.12' L13 S07°25'22"W 52.87' !t0 L14 S67°06'00"W 15.29' in !'ld 0o MATCH LINE M H O � Ln Z JOB#52429 THIS SKETCH IS NOT A BOUNDARY SURVEY. SHEET 3 OF 3 CF#SC1-5 POND PREPARED FOR: DREAM FINDERS HOMES REVISIONS: DATE:2/24/2020 SCALE: 1"= 100' BEARING STRUCTURE IS ASSUMED AND BASED ON THE NORTH R/W LINE OF STATE DRAWN BY:ANT ROAD 434 PER RIGHT OF WAY MAP SECTION 77070-2516 BEING:S38°48'16"E. THIS SKETCH MEETS THE "STANDARDS OF PRACTICE" AS LEGEND REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND -CENTERLINE PG -PAGE A -CENTRALANGLE POB -POINTOFBEGINNING SURVEYORS, PURSUANT TO ECiION 472.027 OF THE igCC U R I G ACCURIGHT DB DEED BOOK POC POINT OF FLORIDA STATUTES. Z�Z��Zv DE DRAINAGE EASEMENT COMMENCEMENT _ DOC 9 -DOCUMENT 4 PRC -POINT OF REVERSE ESMT -EASEMENT CURVATURE L -ARC LENGTH PT -POINT OF TANGENCY RONALD K. SMITH PSM 5797 ACCURIGHT SURVEYS ORB -OFFICIAL RECORDS BOOK R/W RIGHT OF WAY "NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEALP&M -PLAT&MEASURED R -RADIUS OF ORLANDO INC., LB 4475 PB PLAT BOOK TYP TYPICAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER. " OR 2012E.RobinsonStreetOrlando,Florida32803 PC -POINTOFCURVATURE UEUTILITY EASEMENT THE DIGITAL SEAL APPEARING ON THIS DOCUMENT WAS PCC -POINT OF COMPOUND AUTHORIZED BY RONALD K.SMITH,PSM 5797. www.AccurightSurveys.net CURVATURE Admin@Accuright5urveys.net PHONE: 407 894-6314 C:\Users\Ant\appdata\local\temp\AcPublish_6304\SCII-5 POND.dwg-Feb 25,2020 COPYRIGHT c 1986-2020,ACCURIGHT SURVEYS 1 i `IyI i; i fi Point# Desc Bearing Distance I� 1 POB N50°31'58"E 739.15' 2 PI S39°28'25"E 431.48' 3 PI S44°20'04"E 176.05' 4 PI S37°21'37"E 71.69' 5 PI S05°13'52"W 42.89' 6 PI N27°56'26"W 41.29' 7 PI N36'31'04"W 54.59' 8 PI N52°32'01"W 245.40' 9 PI S89°06'27"W 57.99' 10 PI S66°37'02"W 39.09' 11 PI S46°29'24"W 41.50' 12 PI S28°55'33"W 34.27' 13 PI S10°02'16"W 55.95' 14 PI S03°05'47"W 52.29' 15 PI S07°51'13"W 30.86' 16 PI S00°47'47"W 49.12' 17 PI S07°25'22"W 52.87' 18 PI S67°06'00"W 15.29' 19 PI S79°35'01"W 69.29' 20 PI N89°18'43"W 96.92' 21 PI N60°50'07"W 119.48' 22 PI S86°04'53"W 186.65' 23 PI S09°51'29"W 3.05' 24 PI N38°52'11"W 121.02' 25 PI S51°16'44"W 5.00' 26 PI N38°43'16"W 73.56' 27 CLOSE ----------------------------------- ----------------------------------- Misclosure(27-1) : S65°21'17"W 0.0165' Perimeter : 2906.74' Precision : 1/176166 Contains 284,559 square feet or 6.533 acres ----------------------------------- ----------------------------------- ACCURIGHT LEGEND NT -NOT TANGENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE ACCURIGHT SURVEYS CLOSURE REPORT PI POINT OF INTERSECTION POB -POINT OF BEGINNING OF ORLANDO INC.,LB 4475 PRC POINT OF REVERSE CURVATURE 2012 E.Robinson Street Orlando,Florida 32803 FILE NAME:SCI-5 POND.dwg PT POINT OF TANGENCY www.AccurightSurveys.net DATE: 2/24/2020 RP RADIUS POINT Admin@AccurightSurveys.net SHEET: 1 OF 1 SC SIMPLE CURVE PHONE:(407)894-6314 C:\Users\Ant\appdata\local\temp AcPublish_4308\CLOSURE.dwg-Feb 24,2020 COPYRIGHT©1986-2020,ACCURIGHT SURVEYS