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Agenda 04/28/2026 Item #16A 3 (Final acceptance of the potable water utility facilities and accept the conveyance of a portion of the potable water facilities and appurtenant utility easement for Fiori Apartments – Phase 2)4/28/2026 Item # 16.A.3 ID# 2026-746 Executive Summary Recommendation to approve final acceptance of the potable water utility facilities and accept the conveyance of a portion of the potable water facilities and appurtenant utility easement for Fiori Apartments – Phase 2. [PL20250010930] OBJECTIVE: To have the Board of County Commissioners, as Ex-Officio Governing Board of the Collier County Water-Sewer District, approve final acceptance of the potable water utility facilities and accept the conveyance of a portion the potable water utility facilities and appurtenant utility easement, in accordance with the Collier County Utility Standards and Procedures, Ordinance No. 2004-31, as amended. CONSIDERATIONS: 1. The Developer has constructed the potable water utility facilities for Fiori Apartments – Phase 2, within dedicated easements to serve this development (see attached location map). A portion of the potable water utility facilities was offered for conveyance to the County, as described in Official Records (O.R.) Book 6551, Page (PG) 3705, and is located within County utility easements recorded in O.R. Book 6551, PG 3691, of the Public Records of Collier County, Florida. The value of these potable water utility facilities (assets) was $372,606.33. 2. Staff recorded all final acceptance documents associated with the potable water utility facilities conveyed to the County in the public records of Collier County, which were reviewed and approved by the County Attorney’s office as to form and legality. The County acquired its interest in a portion of the potable water utility facilities by Warranty Deed and Bill of Sale recorded in O.R. Book 6551, PG 3705 (“the Utilities Facilities Deed”). 3. A final inspection to identify defects in materials and workmanship was conducted by staff on November 24, 2025, in coordination with Public Utilities, and the facilities were found satisfactory and acceptable. 4. Staff recommends final acceptance of the subject potable water utility facilities in the amount of $372,606.33. Staff also recommends acceptance of the Utilities Facilities Deed and the facilities described therein. 5. This final acceptance is in accordance with Collier County, Ordinance No. 2004-31, as amended. 6. Staff is unaware of any issues that would serve to negate the recommendation to approve this final acceptance. This item is consistent with the Collier Count strategic plan objective to operate an efficient and customer-focused permitting process. FISCAL IMPACT: Approval of this Executive Summary will have no specific financial impact. However, approval of this Executive Summary will result in the Collier County Water-Sewer District receiving title to a portion of the potable water utility facilities, which has a total gross value of $372,606.33 (no depreciation applied). GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this action. LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. – SAA RECOMMENDATION(S): To approve final acceptance of the potable water utility facilities and accept the conveyance of a portion of the potable water utility facilities for Fiori Apartments – Phase 2, PL20250010930. PREPARED BY: Lucia S. Martin, Project Manager I, Development Review Division ATTACHMENTS: 4/28/2026 Item # 16.A.3 ID# 2026-746 1. Location Map 2. Assets Sheet 3. Verification of Final Cost 4. Warranty Deed and Bill of Sale 5. Deed of Utility Easement FIORI APARTMENTS – PHASE 2 LOCATION MAP CERTIFICATION OF CONTRIBUTORY ASSETS - COUNTY PROJECT NAME: LOCATION: NAME &ADDRESS OF OWNER: TYPE OF UTILITY SYSTEM: Fiori Apartments 145026N112OF14112OFSW 114OFSW114&S112OF S1/2 OF NW1/4 OF SW114 LESS W 10OFT R/W Latigo Naples, LLC 11845 W. Olymolc Blvd. Suite 515W Los Angeles, CA 90064 POTABLE WATER (MATERIALS ONLY) ITEM SIZE Material QUAN. UNIT COST TOTAL Tapping Sleeve 36" x 10" EA 1 $5,064.52 $5,064452 Gate Valve 10" EA 14 $2,939.34 $41,150.76 Water Main 10" DR-14 LF 4012 $44,46 $178,373.52 Water Service 1,5" PVC EA 12 $1,025,70 $12,308.40 Water Service 4" DR-18 EA 4 $3,577.50 $14,310.00 Pemenant Sample Point 1.5" EA 1 $1,102.00 $1,102.00 Flushing Device and Assembly 10" EA 1 $5,310.00 $5,310.00 Fire Hydrant Assembly 6" DIP EA 14 $5,172.04 $72,408.56 Fire Service G.V. 6" DR-14 EA 13 $29547,33 $33,115,29 Air Release Valve EA 8 $12182.91 $9,463.28 TOTAL COST $372,606.33 I do hereby certify that the quantities of material described above are a irue and accurate representation of the system being contributed to Collier County Utilities. CERTIFYING: r6 Jack oPraet, S'r. Project Manager OF: JJB South, LLC 8213 Northup Drive Punta Gorda, FL.33982 STATE OF �a COUNTY OF C'tMv'\r n�� SWORN and subsbed before me by means of _ hysence or _ online notarization this 2 day of l�hcrii?4 ,<262II, by ( �ical G� cU e� Such person(s) Notary Public must check applicable box: 26'4> Seal: •�.r'Y'2^•y DAVANIS NUI2 �f��r;� Notary Pubilc • Stnte of Florida Commisslon Y HH 217951 � pnV My Comm. EVIres Jun 19, 2026 ""`Bonded thr National Notary Assn. VERIFICATION OF FINAL COST PROJECT NAME: Ftori Apartments LOCATION: 14 50 26 N112 OF N112 OF SW 1/4 OF SW114 & S112 OF S1/2 OF NW1/4 OF SW114 LESS W 100FT R/W NAME &ADDRESS OF OWNER: Latigo Naples, LLC (INSERT 11845 W. Olympic Blvd. Suite 515W Los Angeles, CA 90064 TYPE OF UTILITY SYSTEM: POTABLE WATER (MATERIAL AND SERVICES) Tapping Sleeve 36" x 10" EA 1 $0.00 $0.00 Gate Valve 10" EA 14 $41460.11 $62,441.54 Water Main 10" DR-14 LF 4012 $92,75 $372,113,00 Water Service 1.5" PVC EA 12 $2,576.00 $30,912.00 Water Service 4" DR-18 EA 4 $6,240,00 $24,960,00 Pemenant Sample Point 1,51, EA 1 $2,830,00 $2,830.00 Flushing Device and Assembly 10" EA 1 $7,980,00 $7,980.00 Fire Hydrant Assembly 6" DIP EA 14 $7,250.25 $101,503,50 Fire Service G.V. 6" DR-14 EA 13 $5,491.38 $71,387,94 Fire Service RPZ, 6" DR-15 EA 13 $11056,00 $1432728,00 Air Release Valve EA 8 $4,121.91 $329975,28 TOTAL COST I do hereby certify that the quantities of material and services described above are a true and accurate representation of the as -installed cost of the system. CERTIFYING: ! ..�` ..ly JackPraet Sr. Project Manager OF: JJB South, LLC 8213 Northup Drive Punta Gorda, FL. 33982 STATE OF COUNTY OF SV ORN TO d subyibed before me by means of pt 2." day of n C �r pbe� v- ; 29220 by Notary Public must check applicable box: 262S Type Seal Notary $850,831.26 online notarization this _. Such persons) i✓•Y 0�'* DAYANIS RUIZ ���� Notary Pubilc • State of Florida � Commission R HH 277951 .,.. My Comm. Expires Jun 19, 2026 Bondedthro Ph National Notary Assn; VERIFICATION OF FINAL COST F'RaILCT NAMi Fiori Apartments l_c>l'ATION' 14 50 26 N112 OF N1/2 OF SW 114 OF SW1/4 & S112 OF S112 OF NW1/4 OF SW1/4 LESS W 100FT R/W NAME & ADDRESS OF OWNER Latigo Naples, LLC (INSERT 11845 W. Olymoic Blvd. Suite 615W Los Angeles, CA 90064 TYPE OF UTILITY SYSTEM: SANITARY SEWER (MATERIAL AND SERVICES) Gravity Sewer 6'-8' Cut 8" PVC 2,011 LF $65.85 $132,424.35 GravitySewer 8'-10' Cut 101, PVC 833 LF $78.53 $65,415.49 Gravity Sewer 10' - 12' Cut 101, PVC 543 LF $92.35 $50,146.05 Manhole 2'-8' Cut, IET Lined 4' 13 EA $13,560.00 $176,280.00 Manhole 8'-10' Cut, IET Lined 4' 3 EA $16,950.00 $50,850.00 Manhole 10'-12' Cut, IET Lined 4' 3 EA $22,830.00 $68,490.00 Sanitary Service 6" 13 EA $556.00 $7,228.00 TOTAL COST $550,833.89 I do hereby certify that the quantities of material and services described above are a true and accurate representation of the as -installed cost of the system. CERTIFYING: i J�¢ Praet Sr. Project Manager OF: JJB South, LLC 8213 Northup Drive Punta Gorda, FL. 33982 STATE OF COUNTY OF - C,.c)�N1\4p �- S11VORN TO a d subscribed before me by means of physical ence or _online notarization this 2� day of , 2025 by ��C- rk Such person(s) Notary Public must c eck applicable box: Typfication Produced 0 Seal. Notary P 'c am 0AyAA4 &X ftt+f AMC - state M f ww Car-~ I M Ul y t 'r M Comm tptrrs JW +i, mu tr qv swwr ft" Air. INSTR 6783051 OR 6551 PG 3705 RECORDED 2/6/2026 2:31 PM PAGES 14 CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA Doc@.70 $0.70 REC $120.50 CONS $10.00 Prepared by: Dorothy Bolinsky, Esq. Faegre Drinker Biddle & Reath LLP 105 College Roast E� t, Suite 300 Princeton, Newr 48542, USA THIS INDENTURE made this Delaware limited liability company 90064 (hereinafter referred to as "Granto. COLLIER COUNTY, FLORIDA, AS THE EX-OFFICIO GOVERNING BOARD OF 2025, between LATIGO NAPLES LLC, a West Olympic Blvd, Suite 515W Los Angeles, CA tc BOARD OF COUNTY COMMISSIONERS OF BODY OF COLLIER COUNTY AND AS THE R COUNTY WATER -SEWER DISTRICT, its successors and assigns with an address of 3299 Tama 1`T" 'I East, Naples, Florida 34102 (hereinafter referred to as "Grantee"). WITNESSETl That said Grantor, for and in consideration of the sum of Ten D64is0.00) and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receiptwhcreof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs, �succssors and assigns forever, all -wai#ewatcr utility facilities and/or system(s) or portion(s) thereof lying in, o ovdAmd under the following described land, for operation, relocation, installation, repair and/or maintenanssac.facilities, system(s) or portion(s) thereof, all situate and lying and being in Collier County, Florida, (See Exhibit "A" attached hereto and incorporated by reference hd j (Exhibit "B" attached hereto is a sketch or other graphic representation that depicts the physical location of the utility systems being conveyed.) and said Grantor does hereby fully warrant the title to said utility facilities and/or system(s) or portion(s) thereof, be they realty, personalty, or mixed, and Grantor will defend such title against all claims of all persons whomsoever. For the purposes of this conveyance, the utility facilities, systems) and/or portion(s) DMS US.373372916.2 OR 6551 PG 3706 thereof conveyed herein shall not be deemed to convey any of the lands described in either exhibit. Grantor and Grantee are used for singular or plural, as context allows. A sketch or other graphic representation showing the location of the utility facilities, etc., being conveyed is attached as Exhibit "B". TO HAVE AND TOROLD the same unto the Grantee and its assigns, together with the right to enter upon said land, excaveicrcate and/or take or introduce materials for the purpose of constructing, relocating, operating, repair W� Iq for otherwise maintaining utility systems thereon. Grantor and Grantee are used for singular or plural' --'as. thcontext requires. [signature page follows] DMS US.373372916.2 - 919/2025 3:53:51 PM OR 6551 PG 3707 IN WITNESS WHEREOF, Grantor has caused these presents to be executed the date and year first above written. LU, GRANTOR: LATIGO NAPLES LLC, X a Delaware limited liability company Print Name: A&r- By: Address: 147.1 4�-t r-'r.-J-48 Printed Name: Nicholas Huber P-mAk U"' mvi �$ Title: Member A X -R—#f 'ZAr [Corporate Seal] Print Name: Address: ' NwDor4-- %&M.-WeA OR 6551 PG 3708 A notary public or other officer completing this certificatc verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Qr'Q On 2025, before me, LOU1-rq RUhf-f a Notary Public, personally appeared `% ` , who proved to me on the basis of satisfactory evidence to be the pc' 'sbn v hosc name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they execut _1e same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instruiW t the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PPRJURY under the paragraph is true and correct. '" WITNESS r Signature Prepared by: Dorothy Bolinsky, Esq. Faegre Drinker Biddle & Reath LLP 105 College Road East, Suite 300 Princeton, New Jersey 08542, USA laws of the State of California that the foregoing LAURA HUBER Notary Public • California s Oranie County Commission r 2512M My Comm. Explres Mar 13, 2029 OR 6551 PG 3709 EXHIBIT A Page 2 of 6 OR 6551 PG 3710 POINT OF 0 W. 100• COMMENCEMENT Z SA kI^ST CC�'._- S KST LINE. SUTH 1/4 . COLLIER BOULEVARD - COUNTY RD. 951 1" - (100') 1/ 2. 1, 1 /2 r, I /2. SECT CN 14 S4 1/4 S4 1/4 POINT OF LESS W 1^C HENDERSON CREEK CANAL (BASIS Cr BEAR NC) WEST LINE Cr THE s 1/7 BEGINNING 100 0 OF THE S 1/2 Or THE NW 1/4 Or THE SW L1 1/4 Or SAID SECTION 14 TCWNSHIP 50 SOUTH - — RANCE 25 EAST. LESS W 100. NCO 50 43'C GE LINE C1 !� — N I LESS h E%CEPi R-p-W I i\ v�� ' \✓\ DETAIL L50 4 A" POINT "' POINT : j POINTLn "ry SE I150PPP" Lg3 / N DETAI'L - r , 75 ' L66 �Z � .13 P ,� ! S� �. POINT N POINT POINT Z.DETAIL - 7 Cr ; "P" N 1, P(PI !s i POINT POINT "O� �,6, "WW POINT i h� "Er / �y1 POINT �6� !� POINT \�fDINT / 7 i 75 �.1 — POINT 150 to I POINTS "F" POINT \POINT r ' POINT P01N O N i Z C a=m 7 5' 7 5' �z POINT .Tr.. POINT .� 150 POINT A - \ 75� L82� N PO NT / 0 �� 05 �0I SEE 6 �✓DETAIL A.. it 111 it S POIONT L66� POINT \ I POINT/ POINT POINT POINT •RR" it _ _ "� r' "00" .QO. L411 I � I 4o I POINT I.<, "R.. Oro I L42 L43 _ POINT L67_POINT L40 / POINT o POINT ' �'' POINT "PP" "000" i �0ra L84 POINT .r co "N�' POINT L112 w MATCHPG. "NNN" LINE _. � POINT "------- 00 - - POI�f� G - - - - - - - - - - - - - - - ---------------� POINT L94 yr x)c ._ "AAA" o°Do ---------------- PF---------- --- --" o an Bowman Consultng Group, Ltd, Inc. Phone (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman com © Bowman Consulting Group, Ltd. Professional Surveyors and Mappers, Cert111cate NO LB-8030 N \340144 - *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNTY FLORID, PROJECT NO 340144-01-001 DRAWING % H-2932 DATE:Sep• 18. 2025 CADD FlLE:340144-01-001 WUE(R1) SEC-TWN-RCE. 14-50-26 1 SHEET.1 OF 6 ewrrnA 4"n 1 rr111 full"-nl-Mf MUF(Rl) dra 9/18/2025 3.55:42 PM Plotted by borm OR 6551 PG 3711 0 W. too' Z 1" - (100') --- --------------------- --- ----- POINT 1 C L109 MATCH LINE POINTo PG.1=-------- --------------------------- "LLL" POINT ii POINT 0 POINT ��' z L111"MM� i L95 "CCC" 00 POINT "MAC' o P01 � � N POINT x N i 'BBB T L79 ILK L77 178 *KKK _POINT < z i "JJJ' > - 1 r— 7 5 :E 108 F^ 1 7 5' z N, POINT *jr j `` - z > L105 _J 0 N L98zPOIN POINT z °POINT i ' • EEE" s Q1 1 P v "TIP 07 �i G L96•i _POINT < DDD" POINT > oPOINT oo�^ 75 15C' I POINT �99 - j"FFF" -75 1 "GGG" POINT 6> �� _J 1 1 POINT "W J POINT i L32 L3 '-` DO" r p8 "HH" 1 N P( POINT I PARCEL h0 1204134CC503 FLCPCa FO'hER & LICHT CO I OP BOCK 3129 PC 2237 I I I Bowman - Bowman Consultng Group, Ltd, Inc. Phone: (239) 254.2000 950 Encore Way Naples, FL 34110 www bowman com © Bowman Consulting Group, Ltd. Professional Surveyors and Mappers, Certlilcate NO LB•8030 I; POINT . Lr L68 G I POINT F L69 �i Ezp8 0 NT 7 s "BB" I L27 / L26 POINT r 7 5 O L71 PAPCEL NO C041840CCC1 ---= uATSCN Ili. CUFFiELD 3 SAv4H - itt ECCK 2331, PC 2354 *NOT A SURVEY* I LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNTY FLORI PROJECT N0.340144-01-001 DRAWING r H-2932 IDATE.Sep. 18, 202 CARD FILE: 340144-01-001 M'VE(Rt) SEC-TWN-RCE: 14-50-26 1 SHEET-2 OF 6 P1 fled b — V \340144 - Latigo\340144-01-001 (SUR) - L0t(go\Survey\9(ETCHES\2025 SKETCH AND LEGAL \3401N-01-001 NVE(RI)dwg 9/18/2025 3.-9 42 PM o y P OR 6551 PG 3712 => *NOT A SURVEY* LATI GO Bowman- EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNTY FLORIDA VROJECT N0.340144-01-001 DRAWING r H-2932 DATE:SQG. 18. 2025 CAM FlLE; 340144-01-001 wUE(R1) SEC-TMN-RCE. 14-50-26 SHEET.3 OF 6 µ \340144 - Lotigo\340144-01-001 (SUR) - Lotgo\Surrey\SKETCHES\2025 SKETCH AND LECAL\340144-Of-001 Ml/E(R1�dwy 9/18/?025 3 55 42 PN Plotted by j�arm LINE BEARING DISTANCE L1 N 00'50'43" E 125.57' L2 N 79'34' 13" E 9.76' L3 N 53'08'53" E 15.66' L4 N 53'08'53" E 93.00' LS N 53'08'53" E 113.79' L6 N 53'08'53" E 28 88' L7 N 80'22'31 " E 86.05' L8 N 67'23'03" E 8.92' L9 N 67'23'03" E 86.73' L10 N 23'52'25" W 100.08' L11 N 25'32'27" W 98 98' L12 N,;25`' 2'27" W 42.70' L13 N: -.87 2.Z152" E 18988, L14 ' 4'4 0" E 12.31' L15 N, _- ;;_.49= 3.`' W 58 43' L16 N 4D'. '1`4nk E 27 82' L17 N 88''t:�'4$.";E , 4.78' L18 N 88 =1- ' "<� `�; 8.38' L19 N 88'15'48" 135.79' L20 N 88'15`4 E 13.53' L21 N 8711'23" E 238.25' L22 N 8T36'28" 4,4 94 L23 N 8T36'28" '-8 78' L24 S 43' 14'49" E ., 50 66' L25 S 43' 14'49" E 385'-. �= L26 S 00'S2'23" W 13- .OS!' f L27 S 00'07'01 " E 138�:�3�1 L28 S 00'07'09" E 3 L29 S 23'47'59" W 12.33 L30 S 25'03'41 " W 91.81 ,- L31 S 01'09'42" E 5.41' L32 S 01'09'42" E 10 17' L33 S 09'37'51 " E 34 06' L34 S 1 1' 13'S8" E 77.86' L35 S 37'31'48" W 69 93' L36 S 88'03'59" W 198.36' L37 S 88'03'59" W 13.13' L38 S 88'03'59" W 119.69' L39 N 44'03'25" W 45 49' L40 N 03'34'42" W 68.99' L41 N 03'34'42" W 16.51' L42 N 02'29'31" W 56.42' L43 N 02'29'30" W 37.55' L44 N 40'34'31 " W 61.94' L45 S 87'44'48" W 137.30' L46 S 87'44'48" W 11.03' L47 N 73'18'22" W 43.00' L48 S 67'23'03" W 3 32' L49 S 36'53'31" E 70.34' L50 S 00' 14'S5" W 38.88' L51 S 36'51'07" E 2.20' L52 N 53'35' 17" E 13.63' L53 S 36'53'39" E 15.53' L54 S 53' 18'51 " W 10 66' L55 S 22'36'57" E 18.89' L56 N 65'20'20" E 28.36' Bowman Consutt,ng Group, Ltd ,Inc. Phone- (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman com © Bowman Consulting Group, Ltd Professional Surveyors and Mappers, CerUt�cate NO LB-8030 LINE BEARING DISTANCE L57 S 65'22'04" W 38 32' L58 N 27'26'48" W 13.46' L59 S 88'44'10" W 4.31' L60 N 36'29'33" W 90.48' L61 N 36'29'33" W 36.25' L62 N 53'30'27" E 16 29' L63 N 13'32'40" W 4.38' L64 S 81'46'40" W 18.90' L65 S 89'00' 1 1 " W 7.50' L66 N 02'22'28" W 40.06' L67 N 02'20' 1 1 " E 15.98' L68 S 02'25'41 " E 34.95' L69 N 02'23'32" W 14 28' L70 N 45'37' 15" E 25.60' L71 N 00'34'S5" E 15.25' L72 S 89'S5'51" W 23.04' L73 S 62'45'21" W 3.89' L74 N 84'44'09" W 11.84' L75 S 62'48'27" E 16.28' L76 N 78'46'02" E 24.10' L77 N 03'S3'22" W 26 35' L78 N 06'29'05" E 13 89' L79 S 02'S7'S2" E 16 55' L80 S 87'53'10" W 14.69' L81 S 87'35'42" W 35.52' L82 S 02'47'S0" E 2.94' L83 S 52' 17'34" W 20.73' L84 S 02'S7'49" E 70.64' L85 S 02'S7'49" E 84.81' L86 S 47'27'S2" E 23 44' L87 N 88'S0'O6" E 34.85' L88 N 87'35'43" E 25.34' L89 N 88' 18'23" E 145.86' L90 N 88'S2'32" E 39.95' L91 N 88'S2'32" E 2414' `-;L92 N 85'40'29" E 105.86' -_ 93 S 8T36'S4" W 13.07' S 02'46'22" E 33 95' 9 '�, S 02'25'12" E 35 29' ' L 6 S 02'18'12" E 1513' L9� :.`S 8T37'09" W 18 07' ` 8" $=,02'24'17" E 17.71' G9 :; S`ZS'39'30" W 3595 ' L1 Q0 ' _ - 8T40'55" W 149.50' L101 S 69'-17'S5" W 58 09' L102 S,. Tfl1" W 7011' L103 5' 8'�2,`. 5" W 63 41' L104 5--88 2'T5'.:,W 51.05' L105 N 00`2 3" V. 17.77' L106 N 88?4 'S6",'-.;>., 18 85' L107 N 02'2 18.46' L108 S 00'34'� 1 ":. 13 86' L109 N 02'28'0'S" 15 24' L110 N 8T35'40" E _ _.1�.77' L111 N 02'24'21" W= - - `�78' L1 12 N 03'00'02" 1N'" 35 40' OR 6551 PG 3713 U \ anus - tetioo1340144-01-001 (SUR) - LEGAL A 15 00 FOOT WIDE PARCEL OF LAND LOCATED IN SECTION 14 TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE COMMENCING AT THE SOUTHWEST MOST CORNER OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 EAST, LESS AND EXCEPT RIGHT OF WAY AS LOCATED IN THE WEST 100 FEET OF SAID PARCEL, LYING AND BEING IN COLLIER COUNTY, FLORIDA, THE SAME BEING A POINT ON THE EAST LINE OF THE SAID LESS do EXCEPT RIGHT—OF—WAY PARCEL; THENCE RUN N00'50'43"E ALONG THE SAID EAST LINE, FOR A DISTANCE OF 125.57 FEET; TO THE POINT OF BEGINNING OF THE CENTERLINE HEREIN DESCRIBED; THENCE RUN N79'34'13"E LEAVING SAID EAST LINE FOR A DISTANCE OF 9 76 FEET, THENCE RUN N53'08'53'E FOR A DISTANCE OF 1566 FEET; TO POINT "A' THENCE RUN N53'08'53"E FOR A DISTANCE OF 9300 FEET; TO POINT "B": THENCE CONTINUE N53'08'53"E FOR A DISTANCE OF 11379 FEET; TO POINT D": THENCE CONTINUE N53'08'53"E FOR A DISTANCE OF 2888 FEET, THENCE RUN N80'22'31 "E FOR A DISTANCE OF 8605 FEET, THENCE RUN N67-23.03"E FOR _ A DISTANCE OF 8 92 FEET, TO POINT "F": THENCE CONTINUE N6T23'03"E FOR A DISTANCE OF 86 73 FEET, TO POINT "H"; THENCE RUN N23-52'25`W--FOR A DISTANCE OF 10008 FEET; TO POINT "I": THENCE RUN N25'32'27W FOR A DISTANCE OF 9898 FEET, TO POINT "K": THENCE CONTINUE 3,2:7--£W FOR A DISTANCE OF 42.70 FEET; TO POINT "M": THENCE RUN N8T22'52"E FOR A DISTANCE OF 189 88 FEET; THENCE RUN N41'45'00"E FOIST OF 12 31 FEET; THENCE RUN N0T49'35"W FOR A DISTANCE OF 58 43 FEET, THENCE RUN N40'45'14"E FOR A DISTANCE OF 27 82 FEET, THENC£ N88`15'48"E FOR A DISTANCE OF 4.78 FEET, TO POINT "N": THENCE CONTINUE N88'15'48"E FOR A DISTANCE OF 838 FEET, TO POINT "P": THENC £OINUE 88'15'48"E FOR A DISTANCE OF 13579 FEET; TO POINT "R": THENCE CONTINUE N88'15'48'E FOR A DISTANCE OF 13 53 FEET, TO POINT T - TH RUN N8T11'23"E FOR A DISTANCE OF 238 25 FEET, TO POINT "U": THENCE RUN N8T36'28'E FOR A DISTANCE OF 48 9a FEET, TO POINT '' Et CE =-XONTINUE N8T36'28'E FOR A DISTANCE OF 78 78 FEET, THENCE RUN S43'14,49"E FOR A DISTANCE OF 50 66 FEET; TO POINT "Z THENCE CONTII 43'14'49"E FOR A DISTANCE OF 385 FEET, THENCE RUN SOO-52-23-W FOR A DISTANCE OF 133.08 FEET; TO POINT " B9": THENCE RUN S00'07"E FOR A DISTANCE OF 13894 FEET; TO POINT "CC": THENCE RUN S00'07'09"E FOR A DISTANCE OF 3.97 FEET, THENCE RUN S23'47'59 W FOR A DISTANCE Of- 17--3 FEET; TO POINT "EE": THENCE RUN S25'03'41"W FOR A DISTANCE OF 91.81 FEET; THENCE RUN S01'09'42"E FOR A DISTANCE OF 5 41 FEET Tt-P T "GG"• THENCE CONTINUE S01'09'42'E FOR A DISTANCE OF 10 17 FEET, THENCE RUN S09'37'51"E FOR A DISTANCE OF 34 06 FEET, T 1N THENCE RUN S11'13'58"E FOR A DISTANCE OF 77.86 FEET; THENCE RUN S3T31'48"W FOR A DISTANCE OF 69.93 FEET; THENCE RUN 5880 59-W FOR A DISTANCE OF 198.36 FEET; TO POINT "JJ": THENCE CONTINUE S88'03'59"W FOR A DISTANCE OF 13 13 FEET, TO POINT "LL": THENCE ONTIN1Q K03'59 W FOR A DISTANCE OF 119.69 FEET, THENCE RUN N44'03'25"W FOR A DISTANCE OF 45 49 FEET; THENCE RUN NO3'34'42"W FOR A DISTANC OF 6]Ei 99 FEET, TO POINT "We THENCE CONTINUE NO3'34'42 W FOR A DISTANCE OF 16 51 FEET; TO POINT "PP": THENCE RUN NO2'29'31'W FORA QISTANCC -'OF 56 42 FEET; TO POINT "RR": THENCE RUN NO2'29'30"W FOR A DISTANCE OF 37.55 FEET; THENCE RUN N40'34'31'W FOR A DISTANCE OF 61 4 ti ff4NCE RUN S87*44'48'W FOR A DISTANCE OF 137.30 FEET; TO POINT "SS": THENCE CONTINUE SBT44'48"W FOR A DISTANCE OF 11.03 FEET, THE NC RbN4473.18'22 W FOR A DISTANCE OF 4300 FEET; THENCE RUN S6723'03'W FOR A DISTANCE OF 332 FEET, TO SAID POINT "H - THENCE CONTINUE FORM SAID POINT "A": S36'53'31"E FOR A DISTANCE -W-7034 FEET; THENCE RUN SOO*I4'55"W FOR A DISTANCE OF 38884 FEET TO POINT "PPP" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT ", S36'51'07"E FOR A DISTANCE-2 20 ; THENCE RUN N53'35'17"E FOR A DISTANCE OF 13 63 FEET TO POINT " " AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "D", S36'53'39"E FOR A DISTANCE OF 13 fE ENCE RUN S53'18'51"W FOR A DISTANCE OF 1066 FEET TO POINT "E" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT " " S22'36'57'E FOR A DISTANCE OF 18 89 FEE 7rTO-1 AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "I"; N65'20'20"E FOR A DISTANCE OF 28 36 FEETO rk" " AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "K"; S65'22'04"W FOR A DISTANCE OF 38.32 FEET Tl# RUN N2T26'48'W FOR A DISTANCE OF 13 46 FEET, TO POINT "L" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "M": S88'44'10'W FOR A DISTANCE OF 4.31 FEET; THENCE R3T9'33"W FOR A DISTANCE OF 9048 FEET; POINT "UU", THENCE CONTINUE N3629'33 W FOR A DISTANCE OF 3625 FEET TO POINT "WW" AND ►NT `T RMINUS `1 THENCE CONTINUE FROM POINT "UU": N53'30'27"E FOR A DISTANCE OF 16 29 FEET TO POINT "W" AND R tNL F--TERMINUS THENCE CONTINUE FROM SAID POINT "N": N13'32'401N FOR A DISTANCE OF 4.38 FEET; THENCE RUN 581 45'$D f A DISTANCE OF 1690 FEET; THENCE RUN S89'00'11"W FOR A DISTANCE OF 750 FEET, TO POINT "0" AND POINT OF TERMINUS c THENCE CONTINUE FROM SAID POINT "P": S02'22'28"E FOR A DISTANCE OF 40 06 FEET TO POINT " " AND POINT OE1dUS LEGAL CONTINUED NEXT PAGE. Bowman - Bowman Consultng Group, Ltd, Inc. Phone- (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman com COLLIER COUNTY © Bowman Consulting Group, Ltd. PRMECT NO. 3401444-01-001 Professional Surveyors and Mappers, Certificate NO LB-8030 I CADD nLE. 340144-01-001 TCHES\2025 SKETCH AND LEGAL\34014� *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION DRAWING an 42 PM Plotted by FLOR 6 OR 6551 PG 3714 W.\340144 - LEGAL DESCRIPTION CONTINUED: THENCE CONTINUE FROM SAID POINT "R"; NO2'20'1I"E FOR A DISTANCE OF 1598 FEET TO POINT "S" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "U": S02'25'41'E FOR A DISTANCE OF 34 95 FEET TO POINT "V" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "W NO2'23'32 W FOR A DISTANCE OF 14 28 FEET TO POINT "Y" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "Z"; N45'37'15'E FOR A DISTANCE OF 25 60 FEET, THENCE RUN N00'34'55"E FOR A DISTANCE OF 15 25 FEET, TO POINT "AA" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "CC": S89'55'51'W FOR A DISTANCE OF 2304 FEET, THENCE RUN S62'45'21"W FOR A DISTANCE OF 389 FEET; THENCE RUN N84'44'09"W FOR A DISTANCE OF 11.84 FEET, TO POINT "DID" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID 1T "• S62-48'27"E FOR A DISTANCE OF 1628 FEET TO POINT "FF" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID 01 HNs, V78'46'02'E FOR A DISTANCE OF 24.10 FEET TO POINT "II" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT 'W" N 3k3'221H FOR A DISTANCE OF 26.35 FEET; THENCE RUN N06'29'05"E FOR A DISTANCE OF 13 89 FEET, TO POINT " KK" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "LL '1 572"E FOR A DISTANCE OF 16 55 FEET TO POINT "MM" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "NN" S8775310'WOR A DISTANCE OF 14 69 FEET TO POINT "00" AND PAINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "PP" S87*35`4 FOR A DISTANCE OF 35 52 FEET TO POINT "00" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "SS S02'47'50 E j0 DISTANCE OF 2 94 FEET, THENCE RUN S52'17'34W FOR A DISTANCE OF 20.73 FEET, TO POINT "TT" AND POINT OF TERMINUS ` THENCE CONTINUE FROM SAID POINT "T"• S02-57'49"E FOR A PTiNCE.OF 7064 FEET, TO POINT "We THENCE CONTINUE S02'57'49"E FOR A DISTANCE OF 84.81 FEET; THENCE RUN S4T27'52'E FOR A DISTANCE OF �3, EjT, THENCE RUN N88-50'06-E FOR A DISTANCE OF 3485 FEET, TO POINT "ZZ THENCE RUN NBT35'43"E FOR A DISTANCE OF 25 34 FEET; TO' 1NT " THENCE RUN N88-1 B-23"E FOR A DISTANCE OF 145 86 FEET; TO POINT "DDD"; THENCE RUN N88-52.32"E FOR A DISTANCE OF 3995 FEET I F "• THENCE CONTINUE N88-52.32"E FOR A DISTANCE OF 24 14 FEET; THENCE RUN N85'40'29"E FOR A DISTANCE OF 105 86 FEET, TO SAIQ %", THENCE CONTINUE FROM SAID POINT "XX": S8736'54'W FOR A DISTANCE 13-07-- THENCE CONTINUE FROM SAID POINT "ZZ": S02'46'22"E FOR A DISTANCE OF. 95 THENCE CONTINUE FROM SAID POINT "BBB"; S02'25'12"E FOR A DISTANCE OF" "3529 THENCE CONTINUE FROM SAID POINT "DDD S02'18'12"E FOR A DISTANCE OF 15.A THENCE RUN S02'24'17"E FOR A DISTANCE OF 17.71 FEET, TO POINT "EEE" AND P THENCE CONTINUE FROM SAID POINT "FFF": S25'39'30"W FOR A DISTANCE OF 3595 FEET TO POINT "YY" AND POINT OF TERMINUS TO POINT "AAA" AND POINT OF TERMINUS POINT "CCC" AND POINT OF TERMINUS RUN S8T37'09 W FOR A DISTANCE OF 1807 FEET, THENCE CONTINUE FROM SAID POINT "GG"; S87'40'55"W FOR A DISTANCE OF 14950 FEET, _ INT OF 5809 FEET; TO POINT "JJJ THENCE RUN S8837'01'W FOR A DISTANCE OF 7011 FEET, TO,M�I DISTANCE OF 6341 FEET, TO POINT "NNN': THENCE CONTINUE S88'02' 15"W FOR A DISTANCE OF -5• ( THENCE CONTINUE FROM SAID POINT "HHH N00'23'131N FOR A DISTANCE OF 17 77 FEET; THENCE-1 THENCE RUN NO2'24'2I "W FOR A DISTANCE OF 18 46 FEET, TO POINT "III" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "JJJ SOO'34'51 "E FOR A DISTANCE OF 13 86 FEET TO POINT CENTERLINE LEGAL DESCRIPTION CONTINUES NEXT PAGE: Bowman - Bowman Consultng Group, Ltd, Inc. Phone (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman corn COLLIER COUNTY © Bowman Consulting Group, Ltd. PROTECT NO 340144-01-DO1 Professional Surveyors and Mappers, Certificate NO LB-8030 CAOO F1LF- 340144-01-001 \2025 SKETCH AND LEGAL\34014� AND POINT OF TERMINUS THENCE RUN S89'17'55W FOR A DISTANCE ,1 THENCE RUN S88'02'15'W FOR A TO SAID POINT "RR". I FOR A DISTANCE OF 18 85 FEET, *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION DRAWING -01-001 E. 14-50-26 1 SHEET.5 3 55.42 PM Plotted by , FLORIDA 18. 2025 OR 6551 PG 3715 N \340144 — Latgo\340144-01-001 (SUR) — LEGAL DESCRIPTION CONTINUED: -4 THENCE CONTINUE FROM SAID POINT �'t N-Q2'2W06'W FOR A DISTANCE OF 1524 FEET; THENCE RUN N87'35'40"E FOR A DISTANCE OF 17.77 FEET, THENCE RUN NO2'24'21'W FOR A DISTANCE OF&(9)8 FEET, TO POINT "MMM" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "NNN": NO3'00'-a2'W FOR A DISTANCE OF 3540 FEET TO POINT "000" AND POINT OF TERMINUS THE SIDELINES OF THE HEREIN DESCRIBED CEIR LTN ARE TO BE LENGTHENED OR SHORTENED TO MEET THE ANGLE POINTS FORMED AND TO A LINE WHICH RUNS N00'50'43"E TO THE P INT F INNI, THE SIDELINES OF THE HEREIN DESCRIBED CENTER LINE ARE TO BE LENGTHENED OR SHORTENED TO MEET THE ANGLE POINTS FORMED AND TO A LINt WHICH RLM PERPENDICULAR TO POINT '", POINT 'POINT " POINT •f, POINT "L". POINT "0", POINT •Q", POINT 'S", POINT "V', POINT 'Y, POINT " A , INT -DD", POINT "FF". POINT 'll", POINT "KK, POINT "MM". POINT "00", POINT QQ POINT "TT". POINT 'W . POINT "WW", POINT "YY. POINT AAA ; -OTNT 'CCC". POINT "EEC, POINT "GGG". NiIO "HIP, POINT KKK. POINT 'MMM", POINT "000" AND POINT "PPP". £ _ CONTAINING 7078689 SQUARE FEET OR 1.63 ACRE, MORE BASIS OF BEARING REFERS TO THE WEST LINE OF THE SOUTH 1 SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 EAST, LESS AND BEING IN COLLIER COUNTY, FLORIDA AS BEING N00'50'43"E BOWMAN CONSULTING GROUP, LTD. INC CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 - r M0"Thomas $-red by IA Thomas M Murphy � E: `'15 ✓a0ewman CN*T�.mas M Mvpny BY , Oale 2025 09 19 09 50 24 04 00 THOMAS M MURPHY 1 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID WAY AS LOCATED IN THE WEST 100 FEET OF SAID PARCEL, LYING AND s o i STAT OFF "1 t Ps FLORIOA: s' ...... LS5628 00 �o/ Surveyor STATE OF FLORIDA Bowman - Bowman Consultng Group, Ltd, Inc. Phone (239) 254.2000 950 Encore Way Naples, FL 34110 www bowman.com © Bowman Consultng Group, Ltd Professional Surveyors and Mappers, Certtcate NO LB-8030 \2025 SKETCH AND LEGAL *NOT A SURVEY" LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNTY PROJECT NO.340144—Ot- FLORI DRAWING ► H-2912 IDATE.Sep. 18. 202 1) SEC—TQN—RCE. 14-50-26 1 SHEE1:6 OF 6 if 11VE(Rl�dwg 9/1t1/2025 J.55.42 FW Plotted by J1arm OR 6551 PG 3716 ,. . EXHIBIT B Page 3 of 6 OR 6551 PG 3717 o }W © ------- O i U 5a b�p al 11 1, " W it b Y 1 i O b�fifia,��,�,.. 2 I 1I rxw. abW"10 -it _------ _--- N =W W '',',; ' � ' '' � � I L, � ■ _ {$� Hs��suuu °_ it ga ix Lli ac�SaaS33 •' abf�a ! � • - JE 4 isDt Mw -j•'� +, k :e p t rj • —r1i it w �= ! I �' ? ■� _l ____ ice.... - N 1�li m W U a mti t� a0 0 x= U W r C, Ml 9 *** OR 6551 PG 3718 *** CERTIFICATION OF CONTRIBUTORY ASSETS - COUNTY PROJECT NAME: LOCATION: Flora Apartments 145026N112OFN1/2OFSW114OFSW114&S112OF S112 OF NW1/4 OF SWIM LESS W 100FT R/W NAME & ADDRESSOJ= OWNER: . £ TYPE OF UTILl Y., EMk, Latigo Naples, LLC 11845 W. Olymoic Blvd. Suite 515W Los Angeles, CA 90064 POTABLE WATER (MATERIALS ONLY) ITEM,- SIZE Material QUAN. UNIT COST TOTAL Tapping Sleeve 36" x 10" EA 1 $5,064.52 $5,064.52 Gate Valve "_- 10" EA 14 $2,939.34 $41,150.76 Water Main 10" DR-14 LF 4012 $44.46 $178,373.52 Water Service, 1.5" PVC EA 12 $1,025.70 $12,308A0 Water Service 4- DR-18 EA 4 $3,577.50 $14,310.00 Pemenant Sample Point V t:S EA 1 $1,102.00 $1,102.00 Flushing Device and Assembly 140" EA 1 $5,310.00 $5,310.00 Fire Hydrant Assembly _i" .:= E DIP EA 14 $5,172.04 $72,408.56 Fire Service G.V. EA 13 $2.547.33 $33,115.29 Air Release Valve - `- EA 8 $1,182.91 $9,463.28 TOTAL COST $372,606.33 I do hereby certify that the quantities of material de system being contributed to Collier County Utilities. CERTIFYING: Jack-Praet, Sf. Project Manager OF: JJB South, LLC 8213 Northup Drive Punta Gorda, FL 33982 STATE OF COUNTY OF t'�,o\ ���• are a true and accurate representation of the SWORN a�r1�d s bscdbed before me by moans of �/ rhysical once or on day of (`hv�eV, �102t3, by c Y�C� eN Stec Notary Public must check applicable box: 2025 UrA this 7 Seal: �;Y r oAYANls Rutz Notary Public • State of Florida CommlSSW It NN 277951 p n� µy Comm. Ex9lres Jun 19, 2026 Sorted thr:g National Notary AJ INSTR 6783049 OR 6551 PG 3691 RECORDED 2/6/2026 2:31 PM PAGES 9 CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT AND COMPTROLLER, COLLIER COUNTY FLORIDA Doc@.70 $0.70 REC $78.00 CONS $10.00 Prepared by: Dorothy Bolinsky, Esq. Faegre Drinker Biddle & Reath LLP 105 College Road_East, Suite 300 Princeton, New-Jers4.,98542, USA THE UTILITY EASEMENT(S) (CM) 0:1 2025, by LATIGO NAPLES LLC, a Delay e` Olympic Blvd, Suite 515W Los Angeles, 01<1z OF COLLIER COUNTY, FLORIDA, AS THt- THE EX-OFFICIO GOVERNING BOARD OF its successors and assigns, GRANTEE with an WITNESSETH: That the Grantor for and in cons and conveyed this day of liability company as Grantor with an 11845 West o the BOARD OF COUNTY COMMISSIONERS BODY OF COLLIER COUNTY, AND AS COUNTY WATER -SEWER DISTRICT, valuable consideration paid by Grantee, receipt of which by is Ii+r1 conveys, grants, bargains and sells unto Grantee, its successord easement, license, right and privilege to enter upon and to install, f&'Kc utility system(s) and utility facilities, and/or portion(s) thereof, ink described lands located in Collier County, Florida, to wit: Trail East, Naples, Florida 34102. of ten dollars ($10.00) and other acknowledged by Grantor, hereby signs, a perpetual, non-exclusive e;-repair and/or otherwise maintain See attached Exhibit "A," which is incorporated herein TO HAVE AND TO HOLD the same unto the Grantee, its successors and/or and under the following with the right and privilege to enter upon said land to excavate, relocate and/or take and/or j5oodure materials for the purpose of constructing, operating, relocating, repairing and/or otherwise maintaining the subject utility facilities and/or system(s) or portion(s) thereof, in, on, over and/or under the easement area. Grantor and Grantee are used for singular or plural, as the context allows. [signature page follows) Page 1 of 4 DMS US.373372931.2 OR 6551 PG 3692 IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. WITNESSES x_ 902-72. Address: 1451 P {o GRANTOR: LATIGO NAPLES LLC, a Delaware limited liability company By: W"� � Printed Name: Nicholas Huber Title: Member [Corporate Seal] OR 6551 PG 3693 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Of On Se.�-� mad 025, before me, LOV G �-}t> a Notary Public, personally appeared a14,S Wr< , who proved to me on the basis of satisfactory evidence to be the Ilecsbn whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they execu d`I c same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instruit the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY 0F:PVRJURY under the laws of the paragraph is true and correct. ----\ WITNESS my hand and official Signature Prepared by: Dorothy Bolinsky, Esq. Faegre Drinker Biddle & Reath LLl 105 College Road East, Suite 300 Princeton, New Jersey 08542, USA State of California that the foregoing ., ,!.AURA HUBER Notary Public • California 4 Orange County Commission 12512188 .. • , My Comm. Expires Mar 13, 2029 OR 6551 PG 3694 POINT OF 0 50. 100' OMMENCEMENT wZ h MOST CCR•.ER S µ-51 LINE, Sol1T 1 1/4 , COLLIER BOULEVARD - COUNTY RD. 951 1" - (10o-) 12. N 1/2, N 1/2. SECTION 14 SW 1/4 Sh 1/4 POINT OF LESS W 10C (9aSK E e112NF WEST ONE CT THE E 1/2 BEGINNING 1000' HENDERSON CREEK CANAL OF THE $ 1/2 Cr THE NOW 1/4 Or THE $N L1 1/4 OT SAIO SECTiCN a TOWNSHm 50 SOUTH RaNGE 76 EAST, LESS w TOO. NCC 50 43-E `V E ONE 0 `l� I LESS ExCERT 0-0-W I i l� ���DETAIL 6 L50 �� rn .. A" POINT A i PI I v POINT "PPP" ._ V \ _OINT 1� i SE I I 1 1 \ oo \L63 / ' 66 DETAIL. 5 L �i POINT �� � C' POINT POINT / DETAIL r , - P 75• Cr , , _ "P" _ lilt B _ �6it POINT 61 POINT "ULr POINT i Ir POINT drop <1 POINT \ / I POINT Ln 15 0 s� to o POINT I P©INT1 "r POINT 1��1\ \POINT A 1 POINT I o �m I - E� I z �.� y S� 7 5' " N N 75 z I POINT-' .: POINT -"-j 1 s o ti i ti z - z �i� r rn ���, POINT .0. L82 °. �° �^ P �I N? z o c+ r �— 75' L15 rn I SEE SS" A ti �� j \ DETAIL Ir (J1 1 _ N I = ti g v POINT L66 " A~ -POINT g Q• ' I I POINT POINT POINT POINT . i 'Fr t� . 00" .OQ" RR'' L41� I � i I 1 POINT "R" v, L42 L43 1 O a i POINT . G mo'' YY' L67 POINT L40 / POINT o POINT IIF o "S" POINT "PP" "000" i ���" "NW POINT L112E: MATCH LINE � �,, PG. 2 co •-- - "NNW ------------ -----(A----------� POINT L94 yPO A Qr "` "AAo 1111--------- ----- Bowman - Bowman Consultng Group, Ltd., Inc Phone- (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman com © Bowman Consulting Group, Ltd Professional Surveyors and Mappers. Certificate NO LB-8030 V \340144 - Lot)go\340144-01-001 (SM) - L0ti90\may\SKETCHES\2C \ L84 POINT POINT "r .= Xx G --------- --- --- *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNT`( FLORIDA PROD CT NO. 340144-01-D01 I ORAWNG i H-2932 OATE:SeD• 18. 2025 CA00 FILE. 340144-01-001 WUE(R1) SEC-TM'N-RCE. 14-50-26 SHEET 1 O7 6 i SKETCH AND LEGAL \340144-01-001 t4l/E(R1).drg 9/18/2025 J 55:42 PA4 Plotted by Porm OR 6551 PG 3695 0 50' too' Z 1" - (100') — - - - -- - - ------------------ j --------------- L109 � MATCH LINE FA Co POINT LL POINT w •LLB o PG. 11 �'-------- POINT ---------------- r \� ---- ----- / J ' L111"MMW Z i POINT L95 'CCC" CO POINT "M79 „£ I o �^ Z I POINT G POW ^' N ; "BBB" "KK" POINT L77 'L78 KKK POINT 'jix i 75 w 1sc N j "ir POIN L105 i 0 L98 �\ A 8 N " 0) I POINT POINT "EEE o POINT POOIININ on iIII C107 �_CA L96� D" > POINT "VL68 U III o— GPOINT N m 75 15C r �99 -POINT 'F TTZ PF a x 7 s , b. I "GGG' � POINT "Y POINT "C-r, "W L69 �08 8 POINT i L32 �3 i r CA A8 'HFr I 1so' N POINT Z ti �r nS 33 "� 7s POINT 4 L 0" POINT 0- G(f I POINT I IF POINT 4? 'Fr 9 I 1 I I I I I I I L27 L26 POINT NT 75 O L71 FA�CEL N0 C04194CC503 FLOP CA FOµER & LIGHTCO I a PAr.EL h0 004I94CCCC1 O P BOCK 3129. PG 2237 1waT5Ch w, GOFFELO S SnPa (Tt BCCK 2331. PG 2354 *NOT A SURVEY* I LATIGO Bowman EASEMENT Bowman Consultng Group, Ltd, Inc Phone (239) 25 -2000 CENTERLINE SKETCH AND LEGAL DESCRIPTION 950 Encore Way Naples, FL 34110 www bowman com COLLIER COUNTY FLORIDA © Bowman Consulting Group. Ltd. PROJECT NO.340144-01-001 DRAWNG t H-2932 DATE.Sep. 15, 2025 Professional Surveyors and Mappers, Certificate NO LB•8030 CADO FILE: 340144-01-001 wUE(Rt) SEC-TWN-RCE: 14-50-26 1 SHEET 2 OF 6 µ\340144 - Lotlgo\340144-01-001 (SUR) - LotJgo\Surrey\gVCHES\2025 SKETCH AND LEGAL \340144-01 - 001 WVE(Rljd 9/18/2025 .155.42 PU Plotted by /form OR 6551 PG 3696 IV \340144 - Lat7go\340144-01-001 (SUR) - LINE BEARING DISTANCE L1 N 00'50'43" E 125 57' 1-2 N 79'34' 13" E 9 76' L3 N 53'08'53" E 15 66' L4 N 53'08'53" E 93 00' L5 N 53'08'53" E 113.79' L6 N 53'08'53" E 28 88' L7 N 80*22*31" E 86 05' L8 N 67*23*03" E 8 92' L9 N 67'23'03" E 86.73' L10 N 23'52'25" W 100.08' L11 N 25*32*27" W 98.98' L12 N.r25'_` 2'27" W 42.70' L13 -N:-;B. 22:52" E 189.88' L14 ;' 4`. 00" E 12.31' L15 N, _- ,49 3 ' W 58 43' L16 N 40' ' 14' 1 E 27.82' L17 N £, 4.78- L18 N 88-V `. "-1= 1 8.38' L19 N 88-15'48-,Z- ' 135.79- L20 N 88' 15`4 - - E 13 53' L21 N 87*11'23" E 248 25' L22 N 87'36'28" E ., . .94' L23 N 87'36'28" ` .''78.78- L24 S 43' 14'49" E > ., 50.66' L25 S 43' 14'49" E 38, '- L26 S 00'52'23" W 13 08` f L27 S 00'07'01 " E 13Ft.-qA L28 S 00'07'09" E 3 L29 S 23'47'59" W 12.33 L30 S 25'03'41 " W 9 1.8 1 L31 S 01'09'42" E 5.41' L32 S 01'09'42" E 10.17' L33 S 09'37'51 " E 34.06' L34 S 11'13'58" E 77.86' L35 S 37'31'48" W 69.93' L36 S 88'03'59" W 195.36' L37 S 88'03'59" W 13 13' L38 S 88'03'59" W 119.69' L39 N 44'03'25" W 45 49' L40 N 03'34'42" W 68.99' L41 N 03'34'42" W 16.51' L42 N 02'29'31" W 56.42' L43 N 02'29'30" W 37.55' L44 N 40'34'31 " W 61.94' L45 S 87'44'48" W 137.30' L46 S 87'44'48" W 11.03' L47 N 73' 18'22" W 43.00' L48 S 67'23'03" W 3 32' L49 S 36'53'31 " E 70 34' L50 S 00' 14'55" W 38 88' L51 S 36'51'07" E 2.20' L52 N 53'35' 17" E 13 63' L53 S 36'53'39" E 15 53' L54 S 53' 18'51 " W 10 66' L55 S 22'36'57" E 18.89' L56 N 65*20*20" E 28 36' Bowman Bowman Consult.ng Group, Ltd, Inc. Phone (239) 254-2 000 950 Encore Way Naples, FL 34110 www bowman com FLORIDA COLLIER COUNTY tg Bowman Consulting Group, Ltd PROJECT NO 340144-01-001 DRAWING I H-2932 DATE:Sep. 18. 2025 Prote-mnal Surveyors and Mappers, Certificate NO LB•8030 CARD FILE 340144-01-001 WUE(Rt) SEC-TNN-RGE. 14-50-26 ISHEET.- OF' 6 \Surrey\57CETCHES\2025 SKETD4 AND LEGAL\340144-Of-001 LINE BEARING DISTANCE L57 S 65'22'04" W 38 32' L58 N 27'26'48" W 13.46' L59 S 88*44'10" W 4.31' L60 N 36'29'33" W 90 48' L61 N 36'29'33" W 36.25' L62 N 53*30*27" E 16 29' L63 N 13'32.40" W 4.38' L64 S 81'46'40" W 18.90' L65 S 89'00' 1 1 " W 7.50' L66 N 02'22'28" W 40.06' L67 N 02'20' 11 " E 15 98' L68 S 02'25'41 " E 34.95' L69 N 02'23'32" W 14.28' L70 N 45'37.15" E 25.60' L71 N 00'34'55" E 15 25' L72 S 89'55'51 " W 23 04' L73 S 62'45'21" W 3.89' L74 N 84'44'09" W 11.84' L75 S 62'48'27" E 16 28' L76 N 78'46'02" E 24.10' L77 N 03'53'22" W 26 35' L78 N 06'29'05" E 13.89' L79 S 02'57'52" E 16 55' L80 S 87'53' 10" W 14.69' L81 S 87'35'42" W 35 52' L82 S 02-47.50" E 2.94' L83 S 52'17'34" W 20.73' L84 S 02'57'49" E 70 64' L85 S 02'57'49" E 84 81' L86 S 47 27'52" E 23 44' L87 N 88'50'06" E 34.85' L88 N 87'35'43" E 25 34' L89 N 88' 18'23" E 145.86' L90 N 88'52'32" E 39.95' L91 N 88'52'32" E 24.14' -,L92 N 85'40'29" E 105 86' -- 93 S 87-36.54" W 13 07' S 02'46'22" E 33.95' e-t9 -% S 02-25.12" E 35.29' _LTEr S 02' 18' 12" E 15.13' 9 p :; . -5 87'37'09" W 18 07' 02'24'17" E 17.71' G9 . S 5-3930" W 35 95' 1-1110" .- 87-40'55" W 149 50- L101 - S 159*17'55- W 58 09' L 102 S 7'`0. 1" W 70.1 1' L103 S'. 8'02,` 5" W 63.41' L104 S--:_ -8 ,.,2' 15 '=:,W 51.05' L105 N 00'2 . 7, V 17.77' L106 N 884 ,'S6" - ,. 18 85' L107 N 02'2 W `_- 18.46' L108 S 00'34'51 ".:. 13 86' L109 N 02'28'06" W-- '-)l5.24' L110 N 87'35'40" E _1_1-7.77' 1-111 N 02'24'21" W- - F778' 1-1 12 N 03'00'02" W-T 35 40' *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION J.5142 PM Plotted by borm OR 6551 PG 3697 LEGAL DESCRIPTION A 15 00 FOOT WIDE PARCEL OF LAND LOCATED IN SECTION 14 TOWNSHIP 50 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, LYING 7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE - COMMENCING AT THE SOUTHWEST MOST CORNER OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 EAST, LESS AND EXCEPT RIGHT OF WAY AS LOCATED IN THE WEST 100 FEET OF SAID PARCEL, LYING AND BEING IN COLLIER COUNTY, FLORIDA, THE SAME BEING A POINT ON THE EAST LINE OF THE SAID LESS do EXCEPT RIGHT—OF—WAY PARCEL; THENCE RUN N00'50'43"E ALONG THE SAID EAST LINE, FOR A DISTANCE OF 125 57 FEET; TO THE POINT OF BEGINNING OF THE CENTERLINE HEREIN DESCRIBED, THENCE RUN N79'34'13"E LEAVING SAID EAST LINE FOR A DISTANCE OF 9 76 FEET, THENCE RUN N53'08'53"E FOR A DISTANCE OF 15 66 FEET; TO POINT We THENCE RUN N53'08'53"E FOR A DISTANCE OF 93 00 FEET; TO POINT We THENCE CONTINUE N53'08'53"E FOR A DISTANCE OF 113 79 FEET; TO POINT "• THENCE CONTINUE N53'08'53"E FOR A DISTANCE OF 28 88 FEET; THENCE RUN N80'22'31'E FOR A DISTANCE OF 86 05 FEET, THENCE RUN N67'23'03"E FOR A DISTANCE OF 8 92 FEET, TO POINT "F": THENCE CONTINUE N67'23'03"E FOR A DISTANCE OF 86 73 FEET, TO POINT "H"; THENCE RUN N23-52'_235'W- FOR A DISTANCE OF 100 08 FEET; TO POINT "I": THENCE RUN N25'32'27W FOR A DISTANCE OF 98 98 FEET, TO POINT V. THENCE CONTINUE N 27'W FOR A DISTANCE OF 42 70 FEET; TO POINT "A1": THENCE RUN N87'22'52"E FOR A DISTANCE OF 189 88 FEET; THENCE RUN N41'45'00"E FOI DftT E OF 12 31 FEET; THENCE RUN N07'49'35 W FOR A DISTANCE OF 58 43 FEET; THENCE RUN N40'45'14"E FOR A DISTANCE OF 27.82 FEET, THENCE J N8K15'48"E FOR A DISTANCE OF 4.78 FEET, TO POINT "N": THENCE CONTINUE N88'15'48'E FOR A DISTANCE OF 8.38 FEET, TO POINT "P". THENCE �*WWENCEk—CONTINUE C( TINUE-N88-15.481 FOR A DISTANCE OF 135.79 FEET; TO POINT "R": THENCE CONTINUE N88'15'48"E FOR A DISTANCE OF 13.53 FEET, TO POINCF RUN N87-11-23"E FOR A DISTANCE OF 238 25 FEET, TO POINT "U": THENCE RUN N8T36'28-E FOR A DISTANCE OF 48.94 FEET, TO OINT N87'36'28"E FOR A DISTANCE OF 7878 FEET, THENCE RUN S43'14'49"E FOR A DISTANCE OF 50 66 FEET; TO POINT "Z": THENCE CONTItdE. 43'14'49"E FOR A DISTANCE OF 385 FEET, THENCE RUN S00'52'23W FOR A DISTANCE OF 13308 FEET; TO POINT "BB": THENCE RUN S00'67`E FOR A DISTANCE OF 138.94 FEET, TO POINT "CC THENCE RUN S0907'09"E FOR A DISTANCE OF 3.97 FEET; THENCE RUN S23'47'59 W FOR A DISTANCE OF__12.33 FEET; TO POINT "EE": THENCE RUN S25'03'41"W FOR A DISTANCE OF 91.81 FEET; THENCE RUN S01'09'42"E FOR A DISTANCE OF 5 41 FEET; ilfr € T "GG"• THENCE CONTINUE S01'09'42"E FOR A DISTANCE OF 10 17 FEET, THENCE RUN S09'37'51"E FOR A DISTANCE OF 3406 FEET; T� -IN " H THENCE RUN S11'13'58"E FOR A DISTANCE OF 77.86 FEET; THENCE RUN S37'31'48'W FOR A DISTANCE OF 6993 FEET, THENCE RUN S88 0 59'W FOR A DISTANCE OF 198.36 FEET; TO POINT "JJ": THENCE CONTINUE S88'03'59W FOR A DISTANCE OF 13.13 FEET, TO POINT "LL": THENCE ONTLNUE S8 03'59-w FOR A DISTANCE OF 119.69 FEET, THENCE RUN N44'03'25W FOR A DISTANCE OF 45 49 FEET, THENCE RUN NO3-34.42-W FOR A DISTAN OF 45 99 FEET, TO POINT "NN": THENCE CONTINUE NO3'34'42W FOR A DISTANCE OF 16 51 FEET; TO POINT "PP": THENCE RUN NO2'29'31"W FOR A DTSTfC'OF 5642 FEET; TO POINT "RR": THENCE RUN NO2'29'30"W FOR A DISTANCE OF 37.55 FEET; THENCE RUN N40'34'31'W FOR A DISTANCE OF 61.94 f"�T,=44VCE RUN S87.44'48 W FOR A DISTANCE OF 137.30 FEET; TO POINT "SS": THENCE CONTINUE S87'44'48W FOR A DISTANCE OF 11.03 FEET, THEN RFfJVA73-18'22"W FOR A DISTANCE OF 4300 FEET, THENCE RUN S67'23'03"W FOR A DISTANCE OF 3 32 FEET, TO SAID POINT W. THENCE CONTINUE FORM SAID POINT "A": S36'53'31"E FOR A 06ftCEfW71134 POINT "PPP" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT ", S36'51'07"E FOR A DISTANCE 2,20 POINT " AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "D", S36'53'39'E FOR A DISTANCE OF 1 POINT "E" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "F": S22'36'57'E FOR A DISTANCE OF 18 89 THENCE CONTINUE FROM SAID POINT "I"; N65'20'20"E FOR A DISTANCE OF 28 36 FEET; THENCE RUN S0014'55W FOR A DISTANCE OF 38884 FEET TO , THENCE RUN N53'35'17"E FOR A DISTANCE OF 13 63 FEET TO THENCE CONTINUE FROM SAID POINT "K"; S65'22'04"W FOR A DISTANCE OF 38 32 FEET, POINT "L" AND POINT OF TERMINUS E RUN S53'18'51'W FOR A DISTANCE OF 1066 FEET TO THENCE CONTINUE FROM SAID POINT "M": S88'44'10"W FOR A DISTANCE OF 4.31 FEET; THENCE RUI POINT "UV*-. THENCE CONTINUE N36'29'33W FOR A DISTANCE OF 36 25 FEET TO POINT "WW' AND THENCE CONTINUE FROM POINT "UU", N53'30'27'E FOR A DISTANCE OF 16 29 FEET TO POINT "VV" " AND POINT OF TERMINUS AND POINT OF TERMINUS N N27'26'48"W FOR A DISTANCE OF 13 46 FEET, TO THENCE CONTINUE FROM SAID POINT "N", NI332'4014 FOR A DISTANCE OF 4 38 FEET, THENCE RUN S81 THENCE RUN S89'00'11 "W FOR A DISTANCE OF 750 FEET, TOPOINT " AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "P": S02'22'28"E FOR A DISTANCE OF 40 06 FEET TO POINT " AND LEGAL CONTINUED NEXT PACE. Bowman - Bowman Consultng Group, Ltd, Inc. Phone (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman cram © Bowman Consulting Group, Ltd Professional Surveyors and Mappers, Certificate NO L13-8030 µ \340144 - Lof;V\340144-01-001 (SUR) - "W FOR A DISTANCE OF 90 48 FEET, LATIGO DISTANCE OF 18 90 FEET; *NOT A SURVEY* EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNTY TCNES\2025 SKETCH AND LEGAL 44-01-001 3.55.42 PAI plotted by from+ FLO OR 6551 PG 3698 V`\340144 - LEGAL. DESCRIPTION CONTINUED: THENCE CONTINUE FROM SAID POINT "U": S02'25'41 "E FOR A DISTANCE OF 34 95 FEET TO POINT "V" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "W": NO2'23'32 W FOR A DISTANCE OF 14 28 FEET TO POINT "Y" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT ", N45'37'15'E FOR A DISTANCE OF 25 60 FEET, THENCE RUN NOO'34'55"E FOR A DISTANCE OF 15 25 FEET, TO POINT "AA" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "CC": S89'55'51 "W FOR A DISTANCE OF 23 04 FEET; THENCE RUN S62'45'21 "W FOR A DISTANCE OF 3 89 FEET; THENCE RUN N84'44'09"W FOR A DISTANCE OF 11.84 FEET, TO POINT "DD" AND POINT OF TERMINUS THENCE CONTINUE FROM 7D S62'48'27"E FOR A DISTANCE OF 16 28 FEET TO POINT "FF" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID Pb NV FH-,-N78'46'02"E FOR A DISTANCE OF 24.10 FEET TOPOINT "II" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "JJ N 353'22 W FOR A DISTANCE OF 2635 FEET; THENCE RUN N06'29'05'E FOR A DISTANCE OF 1389 FEET, TO POINT W" AND POINT OF TERMINUS -- THENCE CONTINUE FROM SAID POINT %L" 157 2"E FOR A DISTANCE OF 16 55 FEET TO POINT "ABM" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "NN" SB775390"WOR A DISTANCE OF 14 69 FEET TO POINT "00" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "PP": S8T35'42)( FOR A DISTANCE OF 3552 FEET TO POINT "00" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "SS": S02'47 50 E FO DISTANCE OF 2 94 FEET, THENCE RUN S52' 17'34"W FOR A DISTANCE OF 20 73 FEET, TO POINT "TT" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT " " 502'57'49"E FOR A bT TNCE,OF 70 64 FEET, TO POINT "XX": THENCE CONTINUE S02'57'49"E FOR A DISTANCE OF 84.81 FEET; THENCE RUN S4T27'52'E FOR A DISTANCE fll 73,E EfT; THENCE RUN N88'S0'06'E FOR A DISTANCE OF 34 85 FEET; TO POINT "ZZ": THENCE RUN N8T35'43"E FOR A DISTANCE OF 25 34 FEET, T0�, 1Ni & THENCE RUN N88'18'23"E FOR A DISTANCE OF 145 86 FEET, TO POINT :On THENCE RUN N88-52-32"E FOR A DISTANCE OF 39 95 FEETT I F F"• THENCE CONTINUE N88-52'32'E FOR A DISTANCE OF 24 14 FEET; THENCE RUN N85'40'29"E FOR A DISTANCE OF 105 86 FEET, TO SAI[# U THENCE CONTINUE FROM SAID POINT "XX": SBT36'54"W FOR A DISTANC,E,,GPO'13�),, THENCE CONTINUE FROM SAID POINT "ZZ' S02'46'22'E FOR A DISTANCE THENCE CONTINUE FROM SAID POINT "BBB": S02*25'12"E FOR A DISTANCE OF29 THENCE CONTINUE FROM SAID POINT "ODD": S02'18'12'E FOR A DISTANCE OF 15 2 THENCE RUN S0724'17"E FOR A DISTANCE OF 17.71 FEET, TO POINT "EEE" AND PI THENCE CONTINUE FROM SAID POINT "FFF": S25'39'30"W FOR A DISTANCE OF 35 95 FEET TO POINT "YY" AND POINT OF TERMINUS TO POINT "AAA" AND POINT OF TERMINUS POINT "CCC" AND POINT OF TERMINUS E RUN S8T37'09'W FOR A DISTANCE OF 18.07 FEET, THENCE CONTINUE FROM SAID POINT "GG": S8T40'55"W FOR A DISTANCE OF 149 50 FEET, J04,B)INT OF 58 09 FEET; TO POINT "JJJ": THENCE RUN S8837'01'W FOR A DISTANCE OF 70 11 FEET, TO _MI DISTANCE OF 6341 FEET, TO POINT "NNN": THENCE CONTINUE S88'02'15 W FOR A DISTANCE OF S THENCE CONTINUE FROM SAID POINT "HHH N00'23'13'W FOR A DISTANCE OF 17.77 FEET, THENCE' THENCE RUN NO2'24'21 "W FOR A DISTANCE OF 18 46 FEET, TO POINT "III" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "JJJ": S00'34'51 "E FOR A DISTANCE OF 13 86 FEET TO IN CENTERLINE LEGAL DESCRIPTION CONTINUES NEXT PAGE- Bowman - Bow -man Consult ng Group, Ltd, Inc. Phone (239) 254-2000 950 Encore Way Naples, FL 34t 10 www bowman com COLLIER COUNTY Qc Bowman Consulting Group, Ltd PROJECT NO.340144-01-001 ID Professional Surveyors and Mappers, Certificate NO LB-8030 CARD FILE; 340144-01-001 VAJE(Rt; TCHES\2015 SKETCH AND LEGAL \340144-01 - 001 (SUR) - " AND POINT OF TERMINUS THENCE RUN S89'17'55W FOR A DISTANCE THENCE RUN S88'02'15'W FOR A TO SAID POINT "RR". '56"E FOR A DISTANCE OF 18.85 FEET; *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION FLORIDA ING r H-2932 DATE. -Sep. 18. 2025 SEC-TWN-RCE: 14-50-25 1 SHEETS OF 6 E(Rl�drg 9/18/Y015 3:55.42 PM Plotted Dy j�orm *** OR 6551 PG 3699 *** LEGAL DESCRIPTION CONTINUED: THENCE CONTINUE FROM SAID PQ THENCE RUN NO2'24'21"W FOR A 'W FOR A DISTANCE OF 1524 FEET; THENCE RUN N87*35'40"E FOR A DISTANCE OF 17.77 FEET; FEET, TO POINT "MAIM" AND POINT OF TERMINUS THENCE CONTINUE FROM SAID POINT "NNN NO3'00'-02-'W FOR A DISTANCE OF 3540 FEET TO POINT "000" AND POINT OF TERMINUS THE SIDELINES OF THE HEREIN DESCRIBED CENTER LiN ARE TO BE LENGTHENED OR SHORTENED TO MEET THE ANGLE POINTS FORMED AND TO A LINE WHICH RUNS NOO'50'43"E TO THE POINT F INWi,' THE SIDELINES OF THE HEREIN DESCRIBED CENTER LINE ARE TO BE LENGTHENED OR SHORTENED TO MEET THE ANGLE POINTS FORMED AND TO A LINt WHICH RUN PERPENDICULAR TO POINT "C POINTPOINT " POINT ',T. POINT *L7 POINT "0", POINT "0", POINT "S", POINT "V', POINT "Y", POINT ' A , INT "DD" POINT "Fr POINT "li. POINT "KK", POINT "MM". POINT "00", POINT QQ". POINT ' POINT "W . POINT "WW", POINT "YY. POINT AAA-A-OiNT 'CCC". POINT "EEE". POINT "GGG POINT 'Ilf, POINT KKK" POINT "MMM", POINT "000" AND POINT "PPP" £ - CONTAINING 7078689 SQUARE FEET OR 1.63 ACRE, MORE BASIS OF BEARING REFERS TO THE WEST LINE OF THE SOUTH 1 SECTION 14, TOWNSHIP 50 SOUTH, RANGE 26 EAST, LESS AND BEING IN COLLIER COUNTY, FLORIDA AS BEING N00'50'43"E BOWMAN CONSULTING GROUP, LTD, INC CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 BY • r Dpttaly s gned by TToma4 M t Muryry DN C.US Thomas M Murphy E.„.,,p"ya,o.,m mm CN.Thomas LI Mvphy Date 2025 09 19 09 53 24 04 00 THOMAS M MURPHY 1 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID WAY AS LOCATED IN THE WEST 100 FEET OF SAID PARCEL, LYING AND z o 1 STATCO�� � 1,1; `., FLORIEIA -- LS5628 STATE OF FLORIDA Bowman - Bowman Consulting Group, Ltd, Inc. Phone (239) 254-2000 950 Encore Way Naples, FL 34110 www bowman coin Qc Bowman Consulting Group, Ltd Professional Surveyors and Mappers, Certificate NO LB-8030 N \J40144 — (SIX) — *NOT A SURVEY* LATIGO EASEMENT CENTERLINE SKETCH AND LEGAL DESCRIPTION COLLIER COUNTY FLO PROJECT NO.340144-01-001 IDRAVANG r H-2932 DATE -Sep. 18, 2 CADD FILE; 340144-01-001 Wl1E(R1) I SEC-TWM-RCE 14-50-26 1 SHEET 6 OF '5 SKETCH AND LECAL\340144-01-001 MVE(R1)drg 9/1812025 .155.42 PM Plotted by Pam