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HomeMy WebLinkAboutItem 05 Approval of a Two-Year Warranty Surety and Maintenance, Materials, and Workmanship Agreement with Arden Park North Phase 4B /AP ocoee florida AGENDA ITEM COVER SHEET Meeting Date: September 15, 2020 Item # 5 Reviewed By: ' Contact Name: Martrivus, Development Department Director: 41, Engineer Contact Number: 407-554-7085 City Manager: -/����'' Subject: Approval of a Two-Year Warranty Surety and Maintenance, Materials, and Workmanship. Agreement with Lennar Homes, LLC for the Arden Park North Phase 4B Commission District 4—George Oliver, Ill Background Summary: Arden Park North, Phase 4B, is made up of 122 detached single-family homes. The parcel is located on the east side of Ingram Road just south of Brynmar Subdivision. The developer has completed construction of the infrastructure improvements for the subdivision and has requested a Certificate of Completion. The infrastructure improvements include the potable water, sanitary sewer, reclaimed water, utilities,the private roadways, stormwater collection system, perimeter wall/fencing, and associated landscaping. All identified punch list repairs have been completed, and the developer is ready to start the two-year warranty period for the public improvements. As a requirement of the Land Development Code, the developer is required to furnish the City a Surety to cover any possible damages discovered during the next two years. Should the developer not choose to make those repairs, Lennar Homes, LLC, has provided the City with a Letter of Credit in the amount of 10% of the constructed improvements. The attached Maintenance, Materials, and Workmanship Agreement (Form 8 from the Land Development Code) acts as the executable document between the developer and the City. The Surety will be returned to the developer upon completion of the two-year warranty period and the repair of any damages caused over those two years. Issue: Should the City accept the Surety as provided by Lennar Homes, LLC, for the two-year warranty for Arden Park North Phase 4B and execute the Maintenance, Materials, and Workmanship Agreement? Recommendations: The Development Services Department recommends the acceptance of the Surety and the execution of the Maintenance, Materials, and Workmanship Agreement with Lennar Homes, LLC, for the Arden Park North Phase 4B. Attachments: 1. Maintenance, Materials, and Workmanship Agreement with Lennar Homes, LLC. 2. Irrevocable Stand-By Letter of Credit Number FGAC-20382 issued by Fidelity Guaranty and Acceptance Corp. Financial Impact: There are no financial impacts to the City in accepting this two-year warranty Surety. Type of Item: (please mark with an "x") Public Hearing For Clerk's Dept Use: Ordinance First Reading ir Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda_ _ __ X Commission Approval Discussion&Direction 1( Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. Rebecca Roberts (7/29/20) N/A Reviewed by N/A 2 MAINTENANCE,MATERIALS,AND WORKMANSHIP AGREEMENT WITH LETTER OF CREDIT (SUBDIVISION NAME/PHASE: ARDEN PARK NORTH PHASE 4B ) THIS MAINTENANCE,MATERIALS,AND WORKMANSHIP AGREEMENT (this"Agreement") is entered into this day of ,2020,by STANDARD.PACIFIC OF FLORIDA GP, INC. ,a Delaware Corporation (the"Developer") and the CITY OF OCOEE,'a Florida municipal corporation, whose address is 150 North Lakeshore.Drive; Ocoee,Florida 34761 (the"City"). WITNE.SSETH: WHEREAS,.Developer, or its.predecessor.-in-interest or its predecessor-in title,,has developed and/or constructed a subdivision known as ARDEN PARK NORTH PHASE 4B (the"Subdivision")and in connection therewith has installed with the approval of the City certain roads,streets, sewer,water and reuse systems,drainage facilities (including retention and detention ponds), and/or other improvements(collectively,the"Improvements")under the provisions,.conditions,and requirements of-the City's Subdivision Regulations.and the following Finial Subdivision Plan(or Preliminary/Final Subdivision Plan) approval by granted the Ocoee City Commission on May 30th ,2019: [Insert Description of FSP or P/FSP, as applicable] ARDEN PARK NORTH PHASE 4B PRELIMINARY/FINAL SUBDIVISION PLANS ; and WHEREAS,the Subdivision is located within certain real property located in the City of Ocoee, Orange County,Florida, as more fully described in the attached Exhibit"A"which exhibit is incorporated herein by this reference(the"Property"); and WHEREAS, under Section 4-4, Subdivision Review Process,of the City's Land Development Code,Developer is required to guaranty the maintenance,materials, and workmanship of the Improvements within the Subdivision; and WHEREAS,in order to'obtain the issuance of a Certificate of Completion with respect to the Improvements, the Developer desires to guaranty such maintenance,materials, and workmanship by having Fidelity.Guaranty and Acceptance Corp (the"Bank")(or such other bank as may be acceptable to the City)establish an Irrevocable Standby Letter of Credit.in favor of the City in substantially the form attached hereto as Exhibit".B" and by this reference.made a part hereof("Letter of Credit"). NOW THEREFORE,the parties agree as follows: SECTION ONE: Establishment of Letter Of Credit. Developer does kiereby agree to have Bank establish the Letter of Credit in favor of the City in the amount OfNINETEEN THOUSAND THREE HUNDRED TWENTYSIX AND SIXTY-ONE CENTS DOLLARS ($19,326.6.1 )to guaranty the maintenance;materials,workmanship, and structural integrity of the Improvements and the other obligations of the Developer under this Agreement. The ORLA_1688244.1 1 Letter of Credit.shall be established and drawn upon only in accordance with the terms of the Letter of Credit and this Agreement. SECTION TWO: 2-Year Warranty Period. For a period of two(2)years from the date of issuance of the Certificate of Completion (the"Warranty Period"),the Developer shall maintain the Improvements in.a first.class condition and shall repair, correct and/or cure any Deficiency(as defined in Section.3 below).within thirty (30) days of receipt of written notice Of a Deficiency from.the City. The Developer shall pay any and all costs or expenses incidental to the performance.of any such work. The City may provide notices of a Deficiency from time to time during the Warranty Period. SECTION THREE: City's Right'to Draw on Letter of Credit. If at any time during the Warranty Period,the City notifies Developer in writing(i)that the Improvements have not been maintained in a first class:condition, (ii)that paving or other structures within the Subdivision have been found by the'City to not be in,compliance with the Subdivision approval,and/or(iii)that there is a deficiency or fault in the materials, workmanship,or structural integrity of the Improvements which has been found by the City to not be in compliance with the Subdivision approval(collectively, a"Deficiency") and Developer fails to repair, correct and/or cure-such Deficiency to the satisfaction ofthe City within thirty (30)days from receipt of the notice thereof as set forth in Section 2 above,then the City may draw upon the Letter of Credit without further notice to.Developer in order to establish a cash escrow for the performance of the Developer's obligations under this Agreement(the"Cash Escrow"). Additionally,the.City may draw on the Letter of Credit in Order to.establish a Cash Escrow in such amounts.as.the City deems.necessary or appropriate (a)in the event of a default by Developer under this Agreement, and/or(b) as provided for in the Letter of Credit. SECTION FOUR: Term of Letter of Credit. The Letter of Credit shall be for a term of no less than two(2)years and one(1)month. from the date of issuance of the.Certificate of Completion. Notwithstanding anything contained in Section.3 above, in the event the City has notified Developer of a Deficiency as provided above,then the term of this Agreement shall continue and the term of the Letter of Credit shall be.extended until such Deficiency is corrected. If the City has provided a notice of Deficiency which has not been repaired, corrected and/or cured within thirty (30)days.from the date the Letter of:.Credit(or any extension or replacement thereof) is scheduled to expire,then the City may draw on the Letter of Credit arid.establish a Cash Escrow for the performance of the Developer's obligations under this Agreement. SECTION FIVE: City's Use of Funds Drawn on.'Letter.of Credit. Unless otherwise,mutually agreed to.by City and Developer,the funds available through the Letter of Credit:and any Cash Escrow established.under this Agreement shall be used by the City only(a)to repair,correct and/or cure any Deficiency, (b)to cure a breach by Developer of its obligations under this Agreement,and/or(c)to pay for reasonable administrative expenses -2- ORLA .16882244,1 and attorneys' fees and costs incurred by the City in exercising or otherwise enforcing its rights under'this Agreement and Letter of Credit If the Developer fails or refuses to undertake the repair, correction and/or cure of any Deficiency,then the City may, but shall not be obligated to,undertake such repair, correction and/or cure any Deficiency,the cost of which shall be paid for out of the Letter of Credit and any Cash Escrow established pursuant to this Agreement. 'In the event the City undertakes any such repair, correction and/or cure,then the City shall be entitled to retain an administrative fee in the amount of two percent(2%) of the cost thereof and shall also be entitled to reimbursement of all costs and expenses incurred by the City in undertaking such action, including but not limited to its legal fees and costs. The City may use third party contractors to perform any such corrective actions. SECTION SIX: Right of Entry for Corrective Activities. In the event the City undertakes to repair, correct and/or cure any Deficiency, then in such event the Developer hereby grants to the City and its employees,contractors and representatives,the right to enter upon the Property and the Improvements for the purpose of performing any such repair, correction, and/or cure. SECTION SEVEN: No Obligation of City to Undertake Repairs or Advance Funds. . Nothing contained herein shall be construed to in any way obligate the City to (i)advance City funds for any purpose on behalf of the Developer,or(ii)to undertake the repair,correction and/or cure of any Deficiency. Further,the City shall have no liability to the Developer or any third parties with respect to any corrective actions undertaken by the City. SECTION EIGHT: Excess Funds. In the event that the City draws on the Letter of Credit and establishes the Cash Escrow, then any excess funds shall be returned to the Developer after any and all of the Deficiencies have been repaired, corrected and cured to the satisfaction of the City and after the payment from the Cash Escrow of all obligations of the Developer under this Agreement. SECTION NINE: Continued Applicability of Subdivision Regulations. This Agreement shall not be construed to relieve or release Developer from any of its obligations under the City Subdivision Regulations with respect to the Improvements. SECTION TEN: Construction: This Agreement shall be construed in accordance with the laws of the State of Florida. -3- ORLA 1688244.1 IN WITNESS WHEREOF,the parties hereto have caused these presents to be signed as of the date and year first above written. DEVELOPER: By: Print Name: .✓-;14* ircirr� Title: CITY: ATTEST: CITY OF OCOEE,FLORIDA,a Florida municipal corporation By: Melanie Sibbitt, City Clerk By: Rusty Johnson,Mayor (SEAL) FOR THE USE AND RELIANCE BY THE APPROVED BY THE OCOEE CITY CITY OF OCOEE ONLY. APPROVED COMMISSION AT A MEETING AS TO FORM AND LEGALITY HELD ON ,20 this day of UNDER AGENDA ITEM NO. ,20 . SHUFFIELD, LOWMAN&WILSON,P.A. By: City Attorney -4- ORLA 1688244.1 EXFIIBIT"A" (Legal Description of Real Property Constituting the Subdivision) -5- ORLA 1688244.1 LEGAL DESCRIPTION THIS IS NOT A SURVEY A PARCEL OF LAND COMPRISING LOTS 204 THROUGH. 325 INCLUSIVE TOGETHER WITH TRACTS G,� H, I, J, K AND L AND PORTIONS OF TRACT A, ARDEN PARK NORTH PHASE 4 AS RECORDED IN PLAT BOOK 100, PAGES 136 THROUGH 145 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND LOCATED IN SECTIONS 32 AND 33, TOWNSHIP 2.1 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF AFORESAID SECTION 32; THENCE RUN SOUTH 00 24'11" EAST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 'OF SAID SECTION 32 FOR A DISTANCE OF 69.:05 FEET TO THE POINT OF BEGINNING, SAID POINT LYING ON THE NORTH LINE OF AFORESAID LOT 215; THENCE DEPARTING SAID EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 32 RUN THE FOLLOWING COURSES ALONG THE NORTH LINE OF LOT 215 AND AFORESAID LOTS 216 THROUGH 229; SOUTH 80'56'50" EAST FOR A DISTANCE OF 7.34 FEET; THENCE RUN SOUTH 8.7'44'54" EAST FOR A DISTANCE OF 55.02 FEET; THENCE RUN SOUTH 89'17'18" EAST FOR A DISTANCE OF 55.00 FEET; THENCE RUN NORTH 83.51'54" EAST FOR A DISTANCE OF 55.40 FEET; THENCE RUN NORTH 79'04'34" EAST FOR A DISTANCE OF 56.15 FEET; THENCE RUN NORTH 75'43'55" EAST FOR A DISTANCE OF .56.93 .FEET; THENCE .RUN NORTH 78'06'35" EAST FOR A DISTANCE OF 56.36 FEET; THENCE RUN NORTH 78'44'17" EAST FOR A DISTANCE OF 56.22 FEET; THENCE RUN SOUTH '89'17'33" EAST FOR A DISTANCE OF 385.00. FEET TO THE NORTHEAST CORNER OF SAID LOT 229; THENCE DEPARTING AFORESAID NORTH' LINE RUN THE FOLLOWING TWO COURSES ALONG THE EAST LINE OF SAID LOT 229: SOUTH 00'42'4.2" WEST FOR A DISTANCE OF 117.27 FEET; THENCE RUN SOUTH 44'02'54" WEST FOR A DISTANCE OF 22.58 FEET TO THE MOST SOUTHERLY CORNER OF SAID LOT 229 AND A POINT ON THE EAST LINE OF AFORESAID TRACT A (MOUNTAIN PINE STREET) AND A POINT ON A NON TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 50.00 FEET WITH A CHORD BEARING OF SOUTH .14`29'04" EAST AND A CHORD DISTANCE OF 52._20 FEET; THENCE RUN SOUTHERLY ALONG SAID EAST LINE OF TRACT A AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 62'56'05" FOR A DISTANCE OF 54.92 FEET TO THE MOST NORTHERLY CORNER OF AFORESAID TRACT I AND A POINT ON A NON' TANGENT LINE; THENCE DEPARTING SAID EAST LINE OF TRACT A RUN THE FOLLOWING THREE COURSES ALONG THE EAST LINE OF SAID TRACT I: SOUTH 61'28'49" EAST FOR A DISTANCE OF 26.21 FEET; THENCE RUN SOUTH 00.'42'42" WEST FOR A DISTANCE OF 221.9.56 FEET; THENCE RUN SOUTH 35 27'02" WEST FOR A DISTANCE OF 191.43 FEET TO A POINT ON THE EAST LINE OF AFORESAID TRACT A (AMERICAN BEECH PARKWAY) AND A POINT ON A NON TANGENT CURVE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 526.00 FEET WITH A CHORD BEARING OF SOUTH 50'03'26" EAST AND A CHORD DISTANCE OF 62.44 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID EAST LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL SHEET 1 OF 13 SEE SHEETS 5—:13 OF 13 FOR SKETCH SURVEYOR'S NOTES: • THE DELINEATION OF SHOWN HEREON ARE AS PER•4'i + THIS.LEGAL DESCRIPTIONS AND LANDS SKETCHWERE PREPARED WITHOUTH THE u ENEFITCENTSEOF QU ETITLE. ST. , ." THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED. " o+ SURVEYOR.AND.MAPPER.BEARINGS .. SECTION 32HOWN 211 2 HEREON 8BEING SOD241 ASSUMED EFOR ANGULAR DESIGNATION ONLY. SOUTHEAST. 1/4 OF THE LEGAL DESCRIPTION SHOWN HEREON'WAS PREPARED BY THE SURVEYOR AT THE CLIENT'S REQUEST. CALCULATED Br JOB N0. 20110145 PJR FOR THE LICENSED BUSINESS #6723 BY:O;NI;PAhIY' 6-26-2020 PJR ProfessonalSuvevols,&,Mappeis DATE: DRAWN BY: SCALE: 1" = 100 FEET CHECKED.BY: SEJ \16 EAST PLANT STREET JAMES L RICKMAN, P.S:M. #5633 1Enler Carden,Florida 34787;(407)554=5355 Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 4B.dwa sheetl SKETCH OF DESCRIPTION THIS IS NOT A SURVEY CON TINUED FROM SHEET 1 ANGLE OF 06'48'21" FOR A DISTANCE OF 62.48 FEET TO A POINT OF TANGENCY; THENCE CONTINUE ALONG. SAID EAST LINE RUN THE FOLLOWING COURSES: SOUTH 46'39'15" EAST FOR A DISTANCE OF 378.73 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 474.00 FEET WITH A CHORD BEARING OF SOUTH 61'O8'41 EAST, AND A CHORD DISTANCE OF 237.21 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 2858'51" FOR A DISTANCE OF 239.75 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 526.00 FEET WITH A CHORD BEARING OF SOUTH 69'11'54" EAST, AND A CHORD DISTANCE OF 117.93 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12 52'24" FOR A DISTANCE OF 118.18 FEET TO A POINT ON A RADIAL LINE; THENCE DEPARTING SAID EAST LINE RUN SOUTH 27'14'18" WEST FOR A DISTANCE OF 52.00 FEET TO A POINT ON THE EAST LINE OF AFORESAID TRACT L AND A POINT ON A NON TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 474.00 FEET WITH A CHORD BEARING OF SOUTH 49'47'38" EAST, AND A CHORD DISTANCE OF 212.73 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID EAST LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25 56'07" FOR A DISTANCE OF 214.56 FEET TO A POINT OF TANGENCY; THENCE RUN THE FOLLOWING COURSES ALONG SAID EAST LINE: SOUTH 36'49'35" EAST FOR A DISTANCE OF 35.80 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1374.00 FEET WITH A CHORD BEARING OF SOUTH 25'51'40" EAST,. AND A CHORD DISTANCE OF 522.70 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21'55'49" FOR A DISTANCE OF 525.91 FEET TO THE MOST EASTERLY CORNER OF SAID TRACT L AND. A POINT ON THE NON TANGENT SOUTH LINE OF SAID TRACT L; THENCE RUN THE FOLLOWING TWO COURSES ALONG SAID SOUTH LINE: SOUTH 76'00'20" WEST FOR A DISTANCE OF 124.02 FEET; THENCE RUN SOUTH 62'18'53" WEST FOR A DISTANCE OF 10.21 FEET TO THE SOUTHWEST CORNER OF SAID TRACT L; THENCE RUN THE FOLLOWING COURSES ALONG THE SOUTH LINE OF SAID TRACT L: NORTH 39'14'05" WEST FOR A DISTANCE OF 99.37 FEET; THENCE RUN NORTH 38'01'55" WEST FOR A DISTANCE OF 66.28 FEET; THENCE RUN NORTH 41 20'31" WEST FOR A DISTANCE OF 59.96 FEET; THENCE RUN NORTH 4639'59 WEST FOR A DISTANCE OF 66.28 FEET; THENCE RUN NORTH 41'33'06" WEST FOR A DISTANCE OF 48:89 FEET; THENCE RUN NORTH 46'17'42" WEST FOR A DISTANCE OF 71.65. FEET; THENCE RUN NORTH 40'20'49" WEST FOR A DISTANCE OF 69.59 FEET; THENCE RUN NORTH 53.36'33" WEST FOR A DISTANCE OF 37.74 FEET; THENCE RUN NORTH 22'40'11" WEST FOR A DISTANCE OF 70.38 FEET; THENCE RUN NORTH 43'16'20" WEST FOR A DISTANCE OF 80.12 FEET; THENCE RUN NORTH 70'56'12" WEST FOR A DISTANCE OF 81.59 FEET; THENCE RUN NORTH 5437'05" WEST FOR A DISTANCE OF 90.41 FEET; THENCE RUN NORTH 73'56'00" WEST FOR A DISTANCE OF 108.05 FEET; THENCE RUN SOUTH 84 55'43" WEST FOR A DISTANCE OF 85.06 FEET; THENCE RUN CONTINUED ON SHEET 3 / �� LEGEND: P.C. POINT OF CURVATURE � A4P� P.S.M.O CHANGESINNAL DIRECTION R SURVEYOR AND MAPPER P.T. POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVATURE 4�4 P.B. PLAT BOOK N.R. NON RADIAL 0: PG(S). PAGE(S) N.T. NON-TANGENT fti/:;1 t ; i' e4 Co1A:M 20110145 PJR 1NY JOB N0. CALCULATED BY: PJR 2 OF 13 P ofess anal S_*or s&;Mappers DATE: 6-3-2020 DRAWN BY: PJR SEE SHEETS 5-13 OF 13 SCALE: 1" i= 100 FEET CHECKED BY: SEJ FOR SKETCH 16 EAST PLANT STREET \Hinter Men,Reido 34787 (407)654-5355 Drawing name: L:\Data\20110145 STATE. PLANE\sketches\sketch9 Arden Park Phase 4B.dwg sheet2 • SKETCH OF DESCRIPTION THIS IS NOT A SURVEY CONTINUED FROM SHEET 2 SOUTH 76 23.'34" WEST FOR A DISTANCE OF 55.24 FEET; THENCE RUN NORTH 85'14.00" WEST • FOR A DISTANCE OF 81.99 FEET; THENCE RUN SOUTH 79'11'27" WEST FOR A DISTANCE OF • 64.25 FEET; THENCE RUN NORTH 85 35'30" WEST FOR A DISTANCE OF 125.30 FEET; THENCE RUN NORTH 7921'33'. WEST FOR A DISTANCE OF 117.87 FEET; THENCE RUN NORTH 87'51'32" WEST FOR A DISTANCE OF 68.14 FEET; THENCE RUN NORTH 56'09'27" WEST FOR A DISTANCE OF 1.9.50 FEET; THENCE RUN SOUTH 6626.41" WEST FOR A DISTANCE OF 56.03 FEET; THENCE RUN SOUTH 43'05'48" WEST FOR A DISTANCE OF 54.85 FEET; THENCE RUN SOUTH 54'10'48" WEST FOR A DISTANCE OF 22.24 FEET; THENCE RUN SOUTH 29'51'55" WEST FOR A DISTANCE OF 20.76 FEET; THENCE RUN NORTH 8356'01" WEST FOR A DISTANCE OF 10.93 FEET; THENCE RUN NORTH 29'51'55" EAST FOR A DISTANCE OF 27.32 FEET; THENCE RUN NORTH 83 56'01" WEST FOR A DISTANCE OF 84.52 FEET; THENCE RUN NORTH 84'40'59'. WEST FOR A DISTANCE OF 68.96 FEET; THENCE RUN NORTH 43'47''09" EAST FOR A DISTANCE OF 42.82 FEET; THENCE RUN NORTH 37'18'40" WEST FOR A DISTANCE OF 70.07 FEET; THENCE RUN NORTH 45'23'17" WEST FOR A DISTANCE OF 67.10 FEET; THENCE RUN NORTH 23'35'25" WEST FOR A DISTANCE OF 98:13 FEET; THENCE RUN SOUTH 83'08'09'. WEST FOR A DISTANCE OF 39.19 FEET; THENCE RUN NORTH 16 56'36" WEST FOR A DISTANCE OF 25.39 FEET; THENCE RUN SOUTH 83'08'09" WEST FOR A DISTANCE OF 18.71 FEET; THENCE RUN NORTH 72'45'48" WEST FOR A DISTANCE OF 139.12 FEET; THENCE RUN NORTH 39 20'28" WEST FOR A DISTANCE OF 37.91 FEET; THENCE RUN SOUTH 77'09'32" WEST FOR A DISTANCE OF 244.19 FEET TO THE MOST WESTERLY CORNER OF AFORESAID TRACT L; THENCE DEPARTING AFORESAID. SOUTH LINE OF TRACT L RUN NORTH 60'06'52" EAST ALONG THE NORTH LINE OF SAID TRACT L FOR A DISTANCE OF 39.97 FEET TO THE SOUTHWEST CORNER OF AFORESAID LOT 298; THENCE RUN NORTH 23'51'55" WEST ALONG THE WEST LINE OF SAID LOT 298 FOR A DISTANCE OF 119.37 FEET TO THE NORTHWEST CORNER OF SAID LOT 298; THENCE RUN NORTH 38'47'17" WEST FOR A DISTANCE OF 53.61 FEET TO THE SOUTHWEST CORNER OF AFORESAID LOT 299; THENCE RUN THE FOLLOWING COURSES ALONG THE WEST LINE OF SAID LOT 299 AND THE WEST LINE OF AFORESAID LOTS 300 THROUGH 308: NORTH 25'31'38" WEST FOR A DISTANCE OF 64.89 FEET; THENCE RUN NORTH 18'34'50" WEST FOR A DISTANCE OF 80.78 FEET; THENCE RUN NORTH 00'50..07" EAST FOR A DISTANCE OF 414.84 FEET TO THE NORTHWEST CORNER OF SAID LOT .3.08 AND A POINT ON THE SOUTH LINE OF AFORESAID TRACT A (MOUNTAIN PINE STREET) AND A POINT ON A NON' TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1535.00 FEET WITH A CHORD BEARING OF SOUTH 8158'19" WEST AND A CHORD DISTANCE OF 4.56 FEET; THENCE RUN WESTERLY ALONG SAID SOUTH LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 00'10'12" FOR A DISTANCE OF 4.56 FEET TO A POINT OF ON A NON TANGENT LINE; THENCE DEPARTING SAID SOUTH LINE RUN NORTH 08'06'47" WEST FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT A AND A POINT CONTINUED ON SHEET 4 / ®e , LEGEND: P.C: POINT OF CURVATURE A O.Q P.S.M.® CHANGES IONNAL DIRECTION YOR AND MAPPER. P.T. POINT OF'TANGENCY P.R.C. POINT OF REVERSE CURVATURE �j►�4. � P.B. PLAT BOOK N.R. NON RADIAL P.G(S). PAGE(S) N.T. NON-TANGENT C 20110145 PJR.Q;Ni;1 4 NY JOB NO. CALCULATED BY: SHEET 3 OF 13 a° r" ' ' 6-3-2020 PJR ProfessignalSulveyors'&7+rtoppera', DATE: DRAWN BY: SEE SHEETS 5-13 OF 13 SCALE: 1" = 100 FEET • CHECKED BY: SEJ FOR SKETCH 16 EAST PLANT STREET \tinier Galen,Raid°.34187!(407)654-5355 Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 4B.dwq sheet3 / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY r CONTINUED FROM SHEET 3 ON A NON TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 300.00 FEET WITH A CHORD BEARING OF SOUTH 82 37'10" WEST AND A CHORD DISTANCE OF .7.67. FEET; THENCE RUN SOUTHWESTERLY ALONG .SAID NORTH LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01'27'54" FOR A DISTANCE OF 7.67 FEET TO THE SOUTHWEST CORNER OF SAID LOT 204; THENCE RUN NORTH 00'30'12" WEST ALONG THE WEST LINE OF SAID LOT 204 FOR A DISTANCE OF 126.12 FEET TO THE NORTHWEST CORNER OF SAID. LOT 204; THENCE DEPARTING SAID WEST LINE RUN THE FOLLOWING COURSES ALONG THE NORTH LINE OF SAID LOT 204 AND THE NORTH LINE OF AFORESAID LOTS 205 THROUGH 215: NORTH 84'47'48" EAST FOR A DISTANCE OF 55.19 FEET; THENCE RUN NORTH 86'25'47" EAST FOR A DISTANCE OF 55.08 FEET; THENCE RUN NORTH 88'09'34" EAST FOR .A DISTANCE OF 55.01 FEET; THENCE RUN NORTH 89 29'48° EAST FOR A DISTANCE OF 110.00 FEET: THENCE RUN SOUTH 8856'03" EAST FOR A DISTANCE OF 55.02 FEET; THENCE RUN SOUTH 86 57'45" EAST FOR A DISTANCE OF 55.11 FEET; THENCE RUN SOUTH 85'01'16" EAST FOR A DISTANCE OF 55.25 FEET; THENCE RUN SOUTH 83'04..07" EAST FOR A DISTANCE OF 55.47 FEET; THENCE RUN SOUTH 81'08'21" EAST FOR A DISTANCE OF 55.74 FEET; THENCE RUN SOUTH 80 34'20" EAST FOR A DISTANCE OF 55.84 FEET; THENCE RUN SOUTH 80'56'S0" EAST FOR A DISTANCE OF 50.56 FEET THE POINT OF BEGINNING. CONTAINS 40.05 ACRES MORE OR LESS. / O LEGEND: P.C. POINT OF CURVATURE ♦jI�4t&S. P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY • __f; " 7 ® CHANGE IN DIRECTION P.R.C, POINT OF REVERSE CURVATURE .40401. P.B. PLAT BOOK N.R. NON RADIAL �,:'A`E'.r•-„•.i �:Y!�,•,:�Q PG(S). PAGE(S) N.T. NON—TANGENT ' '" "` 20110145 PJR CO,NiPAN.Y JOB NO. CALCULATED BY: SHEET 4 OF 13 Pt0(BSsioli01 Surveyors•&_Niappers DATE; 6-3-2020 DRAWN BY: PJR SEE SHEETS 5-13 OF 13 SCALE: 1" = 100 FEET CHECKED BY: SEJ FOR SKETCH 16 EAST PLANT STREET \Willa Carden.Flarida 34781'(407)654-5355 / Drawing name: L:\Dato\2011D145 STATE PLANE\sketches\sketch9 Arden Park Phose 4B.dwq sheet44 / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY POINT OF COMMENCEMENT EAST 1/4 CORNER OF /(iiiiii SECTION 32 —21-28 i 1..$ Lg :I�� L 75 6/, L3 L4 L5 L6 L' OF TH LINE 15-229 74 NOR GRAPHIC SCALE n as so Ioo POINT OF NORTH LINE BEGINNING OF LOT 215 EAST LINE OF THE SOUTHEAST 1/4 OF—1 , s-- SECTION 32-21-25 f CD I— w I- LLI W IJ._I (I) II LLI W LLB (n Ld SEE SHEET 9 \ / / 4.•♦. LEGEND: P.C. POINT OF CURVATURE \ 7�^��:�♦ R.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY `.;.;;`0♦ @ CHANGE IN DIRECTION P.R.C. POINT OF REVERSE CURVATURE ° ♦ P.B. PLAT BOOK N.R: NON RADIAL ♦� `'f: '.:: 16 PG(S). PAGE(S) N.T. NON—TANGENT AL L :. dtilv/• :.e 20110145 PJR iP--ANY JOB NO. CALCULATED BY: PlOfE?SSIOI101 SU(VLyq15•&iJiOppets DATE: 6-3-2020 DRAWN BY: PJR SHEET 5 OF 13 SEE SHEETS 1 —4 OF 13 SCALE- 1" = 100 FEET CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET / \Miler 0rdea,Florida 34787 I(401).654-5355 Drawing name: L;\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 4B.dwq sheet5 / SKETCH OF DESCRIPTION THIS IS NOTA SURVEY SEE SHEET 4 1334.09' LS J L9 4. L10 NORTH LINE NORTHEAST CORNER EAST UNE OF LOTS 215-229 OF LOT 229 OF LOT 229 I' e.Iaw MOST SOUTHERLY GRAPHIC SCALE- CORNER OF LOT 229 y. o es 3a Too 0 .2-QO N.T.C.\.".'`fl, EAST LINE OF TRACT A Cl MOUNTAIN PINE STREET in N.T.1 7,34, MOST NORTHERLY LLB CORNER OF TRACT I L1J (/) EAST UNE OF TRACT I LLJ LL I 'd. J O CO V N.T. e cD \ SEE SHEET 7 / / + LEGEND: P.C. POINT OF CURVATURE 41wN P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY ♦#• qS` ® CHANGE IN DIRECTION P.R.C. POINT OF REVERSE CURVATURE A.'`' '=8 P.B. PLAT BOOK N.R: NON RADIAL A .'' �®' ' PG(S). PAGE(S) N.T. NON—TANGENT AL,LN &,' 20110145 PJR COMPANY' JOB NO. CALCULATED BY: SHEET 6 OF 13 Professional Surve yois-&Mappers DATE: 6-3-2020 DRAWN BY: PJR SEE SHEETS / — 4 OF 13 SCALE: 1" -• 100 FEET .CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET `Ella Cadet,fleTlo 34787'(107)654-5355 Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 4B.dwo sheet6 / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY SEE SHEET 6 N.T.Q.' C C- 0 P.T. EAST LINE OF TRACT A (AMERICAN BEECH PARKWAY) l) R6• 39z5 c- r =too' GRAPHIC SCALE 0 25 30 ZOO 3j 61 uNA 0 P.C. }— LL1 LLJ I C3 I . Li • LLI U) P.R.C.• C4 • a ARDEN PARK PHASE 4 P.B. 100, PCS. 136-145 4.'i.CO Q- v N.TP EAST LINE OF TRACT L g L L35 � L33 1-32 SEE SHEET 8 / / ♦* LEGEND: RC, POINT OF CURVATURE �•1w � P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P,T, POINT OF TANGENCY b�%' .,' ,4� 0 CHANGE IN DIRECTION P.R.C. POINT OF REVERSE CURVATURE r.;. � �� P.B. PLAT BOOK N.R.. NON RADIAL ♦/' 0♦ „1 T, TT - ��ii� PG(S), PAGE(S) N.T. NON-TANGENT ' CQM;pA1titY JOB NO 20110145 CALCULATED BY: PJR PtOfession01 SUIVey015&Moppets DATE: 6-3-2020 DRAWN.BY: PJR SHEET 7 OF 13 ' SEE SHEETS 1 - 4 OF 13 SCALE: 1" = 100 FEET CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET / \YfiIo Cadoi,Flaido 34787'(407)654-5355 Drawing name: L:\Oato\20110145 STATE PLANE\sketches\sketch9 Arden Pork Phase 4B,dwa sheet7 / Co --.4N,T.@ SEE SHEET 7 SKETCH OF DESCRIPTION • EAST LINE OF TRACT L CS THIS IS NOT A SURVEY • `31 P:T.0(7 L30 0P:c.0 {''9 . 0 EAST LINE OF TRACT L CO `�6' • CI 61 TRACT 0 `?S SOUTH UNE CONSERVATION 0 OF TRACT L LAKE SOBS ` CONSERVATION EASEMENT PER O.R. 10723. PG. 1687 �7 0AS AMENDED PER DOCUMENT ft 20160050792 C 0 2 0 0 ERSO EASTERLY 14* CORNER OF TRAACTTL L SOUTH UNE . OF TRACT L GRAPHIC ISCALE 2O 0 N.T. u 25 90 IOU SOUTHWEST Vr ��V N.R. CORNER OF TRACT L LAg / LEGEND: P.C.. POINT OF CURVATURE �♦#411, P,S.M. PROFESSIONAL SURVEYOR AND MAPPER RT. POINT OF TANGENCY `w`4[ • • 0 CHANGE IN DIRECTION P.R:C, POINT OF REVERSE CURVATURE I'••• •: *°O. P.B. PLAT BOOK N.R. NON RADIAL S(' PG(S). PAGE(S) N.T. NON—TANGENT ALLv ISI 20110145 PJR C;o M P„, .NY JOB N0. CALCULATED BY: SHEETS OF 13 Pr01essi0nol SUIVey0I5,&'tMlOpperS, DATE: 6-3-2020 DRAWN BY: PJR SEE SHEETS 1 — 4 OF 13 SCALE: 1" = 100 FEET CHECKED BY:. SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET `libla Cordes,Raidu 34787'(407)6514355 / Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 48.dwa sheet8 / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY . SEE SHEET 6 WEST LINE OF THE SOUTHWEST 1/4 OF I••la' SECTION 33-21-28 lRAP4C SCALE r 0 25 30 100 0 1-- I W W I W I\ 1-- W 0 W , • WETLAND ARDEN PARK PHASE 4 LINE P.B. 100, PGS. 136-145 W `'Q '� SOUTH LINE (l) 0 'D G \.6 L39 •• OF TRACT L \, ls�o Lag c ., e V0 L37 v 06 ^ L 48 " L4 7 r, v r�0,,_ G CONSERVATION EASEMENT PER O.R. 10723. PG. 1687 — — _ L45 D' AS AMENDED PER ../ DOCUMENT# 20160050792 / / . *� . LEGEND: P.C. POINT OF CURVATURE ♦IAA♦ P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY 0 CHANGE IN DIRECTION P.R.C. POINT OF REVERSE CURVATURE AA,4:: - ; tIA P.B; PLAT BOOK N.R. NON RADIAL d:�!/:'�;,�, i�,��! m PG(S). PAGE(S) N.T. NON—TANGENT ^^ Y ' 20110145 PJR 4PANY JOB N0. CALCULATED BY: SHEET 9 OF 13 Pro(essionot Surveyors&Mappers DATE: 6-3-2020 DRAWN BY: PJR SEE SHEETS 1 — 4 OF 13 SCALE: 1" = 100 FEET CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET `IftIIa Carden,Florida :34787I(407)654-5355 Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 48.dwa sheet9 / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY SEE SHEET 11 O 0 (� qS`u N2 9 co OF SOUTHWEST CORNER 0 OF LOT 299 E- 6> LLI 0 LLJ NORTHWEST CORNER OF LOT 298 r NORTH LINE CP WEST LINE 0 �, S3 COE¢ LLl OF TRACT L LLI OF LOT 298 5OF LO 2ga . NORTH LINE g <c: L SOUTH UNE OF TRACT L �� O 1.5B OF TRACT L G MOST WESTERLY t56 L55 CORNER OF TRACT L 1'ir `� L53 sa CONSERVATION EASEMENT PER O.R. 10723, PG. 1687 0AS AMENDED PER DOCUMENT ti 20160050792 `l J il I-a 100' CRAPH!C SCALE 0 25 30 100 ' / / 0♦� LEGEND: P.C. POINT OF CURVATURE A+Iw1`� P:S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY ; ``; ': ~�� f O CHANGE IN B. PLAT BOOK DIRECTION N.R.C. POINT OF NON RADIAL REVERSE CURVATURE 'c •• 'M1.,V PG(S). PAGES) N.T. NON—TANGENT :. .&, 20110145 PJR Co MjPANNY JOB NO. CALCULATED BY: SHEET 10 OF 13 Professional Surveyors&,Mappers DATE: 6-3-2020 DRAWN BY: PJR SEE SHEETS 1 — 4 OF 13 SCALE: 1" = 100 FEET CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET `Y 1I Ge W Flaida 147871(487)65475355 / Drawing name: L:\Dato\20110145 STATE PLANE\sketches\sketch9 Arden Pork Phase 4B.dwa sheetl0 / SKETCH OF DESCRIPTION THIS IS NOT ASURVEY L66 o L67 L68 v L69 c L70 L71 v L72 _ L73 s NORTHWEST NORTH LINE NORTH LINE OF OF LOT CORNER OF LOT 204 LOTS 205-215 204 WEST LINE in OF LOT 204 (3 NORTH LINE SOUTHWEST CORNER SOUTH LINE /OF TRACT A OF LOT 204 :OF LOT 204 / C.0 .SOUTH LINE NORTH LINE J 1 0 \II 'Of ACT A LL1 OF TRACT.A 1 ' SEE DETAIL A W \\ OD / _ NORTH LINE _ 'NORTHWEST OF LOT 184 OFRNER OF LOT 308 w _i l.1—I `f' CO :•.I00' WEST LINE OF GRAPHIC SCALE LOTS 300-308 0 25 30 ISO 'd' ,' C8 W i \ O ! _ 11 I I I I O 1 r 1 Z. 1 1 1 \\ C7 '' % hi .. • DETAIL A -~-__ (not to scale)o w SEE SHEET 10 / �Ai, LEGEND: P.C. POINT OF CURVATURE 4\ 4I� . P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY 40„ ,`-....t0� oO CHANGE IN DIRECTION P:R.C. POINT OF REVERSE CURVATURE I111-41104,94 ` 44.40 P.B. PLAT BOOK N.R. NON RADIAL 4.›...._ ;;: '`: - li PG(S). PAGE(S) N.T. NON—TANGENT CoM,PANY JOB NO. 20110145 CALCULATED BY: PJR '''' ` 6-3-2020 PJR SHEET 11 OF 13 Pro"fessionalSu�veyols.&�P4oppeis DATE DRAWN BY: . SEE SHEETS 1 — 4 OF 13 SCALE: 1 = 100 FEET CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET \Writer Cedes;fhrids 34781•(401)654-5355 J Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Pork Phase 48.dwa sheetll / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY LINE TABLE LINE BEARING LENGTH LINE TABLE L1 S00'24'11"E 69.05' LINE BEARING LENGTH L2 S80'56'50"E , 7.34' L32 N73'56'00"W 108.05' L3 S87'44'54'E 55.02' L33 584'55'43"W 85.06' L4 S8917'18"E 55.00' L34 S76'23'34'W 55,24' L5 N83'51'54"E 55.40' L35 N85'14100"W 81.99' L6 N79'04134"E 56.15' L36 S79'11'27"W 64..25' L7 N75'43'55"E 56.93' L37 • N85'35'30"W 125,30' L8 N78'06'35"E 56.36' L38 N79'21'33"W 117.87' •L9 N78'44'17"E 56.22' L39 N87'51'32"W 68.14' L10 S8917133"E 385.00.' L40 N56'09'27'W 19.50' L11 S00'42'42"W 117.27' L41 S66'26141"W 56.03' L12 S44'02`541'W 22.58' L42 S43'05'48"W 54.85' L13 561'28'49"E 26.21' L43 S54'10'48"W 22.24' L14 500'42'42"W 219.56' L44 S29'51'55"W 20.76' L15 S35'27'02"W 191.43' L45 N83'56'01"W 10.93' L16 S27'14'18"W 52.00' L46 N29'51'55"E 27.32' L17 S36'49'35"E 35.80' L47 N83'56101"W 84.52' L18 576'00'20"W 124.02' L48 N84'40'59"W 68.96' L19 S6218'53"W 10.21' L49 N43'47'09"E 42.82' L20 N39'14'05"W 99.37' L50 N37'18'40"W 70.07' L21 N38'01'55"W 66.28' L51 N45'23'17"W • 67.10' L22 N4120'31"W 59.96' L52 N23'351251'W 98.13' L23 N46'39159"W 66.28' L53 S83'08'09"W 39.19' L24 N41'33'06"W 48.89' L54 N16'56'36"W 25.39' L25 N46'17'42"W 71.65' L55 S83'08'09"W 18.71' L26 N4020.'49"W 69.59' L56 N72'45'48'W 139.12' L27 N53'36'33"W 37.74' L57 N39'20'28"W 37.91' L28 N22'40'11"W 70.38' L5.8 S77'09'32"W 244.19' ` L29 N4316'20"W 80.12' L59 N60'06'52"E 39.97' L30 N70'56'12"W 81.59' L60 N23'51'55"W 119.37' L31 N54'37'05"W 90.41' L61 N38'47'17"W 53.61' o / S • AtLEGEND: P.C. POINT OF CURVATURE egla"f�� P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY .. "�� ® CHANGE IN DIRECTION P:R.C. POINT OF REVERSE CURVATURE 11 =N® P.B. PLAT BOOK N.R. NON RADIAL i iS PG(S). PAGE(S) N.T. NON-TANGENT N . &" 20110145 PJR C m• -RANY JOB N0. CALCULATED BY: Riotessionol•SUNeyors&'MOppe15 DATE: 6-3-2020 DRAWN BY: PJR SHEET 12 OF 13 t" = 10oFEET SEE SHEETS 1 - 4OF1.3 SCALE: CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET oiler Cadea,Ma 34787''(407).554-5155 / Drawing name: L:'\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 4B.dwa sheel72 / SKETCH OF DESCRIPTION THIS IS NOT A SURVEY LINE TABLE LINE BEARING LENGTH L62. N25'31'38"W 64.89' L63 N18'34'50"W 80.78' L64 N08'06'47"W 50.00' L65 N00'30'12"W 126.12' L66 N84'47'48"E 55.19' L67 N86'25'47"E. 55.08' L68 N88'09'34"E 55.01' L69 N89'29'48"E 110,00' L70 S88'56'03"E 55.02' L71 S86'57'.45"E 55.11' L72 585'01'16"E 55.25' L73 S83'04'07"E . 55.47' L74 S81'08'21"E 55.74' L75 S80'34'20"E 55.84' L76 S80'56'50"E 50.56' CURVE TABLE CURVE RADIUS BEARING CHORD DELTA LENGTH Cl 50.00' S1.4'29'04'E 52.20' 62'56'05" 54.92' C2 526.00' S50'03126"E. 62.44' 06'48'21" 62.48' C3 474.00' S61'08'41"E 237.21' 28'58'51" 239..75' C4 , 526.00' 569'11'54'E 117.93' 12'52'24" 118.18' C5 474.00' S49'47'38"E 212.73' 25'56'07u 214.56' _ C6 1374.00' S25'51'40"E 522.70' 2.1'55'49" 525..91' C7 1535.00' S81'58'19"W 4.56' 0010'12" 4.56' C8 300.00' 582'37'10"1A/ 7.67' 01'27'54" 7.67' i / LEGEND: P.C. POINT OF CURVATURE ®m NI P.S.M. PROFESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY 41M NIL ® CHANGE IN DIRECTION P.R.C. POINT OF REVERSE CURVATURE ®�`' ' � P.B. PLAT BOOK N.R. NON RADIAL �� r. ' • S� PG(5). PAGE(S) N.T. NON-TANGENT COM;P.,ANY J 20110145 OB NO. CALCULATED BY: PJR .V1"° 6-3-2020 PJR SHEET 13 OF 13 Professional Sur.Beyors'&PIIOpp2rS` DATE: DRAWN BY: 1" 100 FEET SEE SHEETS 1 - 4 OF 13 SCALE: CHECKED BY: SEJ FOR LEGAL DESCRIPTION 16 EAST PLANT STREET \hiller Carder,flondo 34787'(407)651-5355 0 Drawing name: L:\Data\20110145 STATE PLANE\sketches\sketch9 Arden Park Phase 4B.dwo sheetl3 EXHIBIT"B" FORM OF LETTER OF CREDIT (See Following Page) • -6- ORLA 1688244.1 FIDELITY GUARANTY AND ACCEPTANCE CORP FIDELITY GUARANTY AND ACCEPTANCE CORP FIDELITY GUARANTY AND ACCEPTANCE CORP FIDELITY GUARANTY AND ACCEPTANCE CORP FIDELITY GUAR }VTI' ECkPiANFEvORP Fa7EuAU f AAY D.C( PTAAE FDIDEA711©J I`Y PJDTCAPNJCCEP FeL©GRR L�TY AN 'ICE CORP FIDELITY GUARANTY AND ACCEPTANCE CORP FIDELITqGdPORA i' ID ICIETTAIACEJCCFfq WtITY GUgRt),IrY1A(ED AnP4'ANCE CORP FIDELITY GUARANTY AND ACCE RP FIDELITY GUARANTY AND ACCEPTANCE CORP FIDELITY GUAM'AIN7 ACCCFFTAPRCPEPAIDEEI7Fy pUt,PLANTY AND ACCEPTANCE CORP FIDELITY GUARANTY AN CE CORP FIDELITY GUARANTY AND 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