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Parcel #00383960003 - Grantor's non-foreign/Taxpayer ID & GAP Affidavit
PROJECT: PS 309.30 Access Easement LOCATION: Timber Lake Circle PARENT PARCEL: 00383960003 GRANTOR'S NON-FOREIGN, TAXPAYER IDENTIFICATION &"GAP" AFFIDAVIT The Undersigned,/,AVA Oc/4,41,0i✓ , as , ("Affiant") on behalf of Timber Lake Club Condominium Association, Inc., a Florida Not for Profit Corporation ("Grantor"), after being duly sworn, deposes and says: 1. Grantor is the fee simple owner of the property located in Collier County and described as follows: See EXHIBIT "A" attached (the "Property") 2. Grantor's Legal Name is: TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC. 3. Section 1445 of the Internal Revenue Code ("IRC") requires a transferee of a U.S. real property interest to withhold tax if the transferor is a foreign person. For U.S. tax purposes (including IRC §1445), the owner of a disregarded entity having legal title to a U.S. real property interest under local law will be the transferor of the property and not the disregarded entity. To inform Collier County, as transferee, that withholding of tax is not required upon disposition the Property, Affiant affirms that the following is true: a. Grantor is not a non-resident alien (if individual) or a foreign corporation, foreign partnership, foreign trust or foreign estate (as those terms are defined by the Internal Revenue Code and Income Tax Regulations) for purposes of U.S. income taxation b. Grantor's mailing address is: 6736 Lone Oak Blvd., Naples, FL 34109 c. Grantor is not a disregarded entity as defined in Treas. Reg. §1.1445-2(b)(2)(iii). (NOTE: A disregarded entity for these purposes means an entity that is disregarded as an entity separate from its owner under Treas. Reg. §301.7701-3, a qualified REIT subsidiary as defined in IRC §856(i), or a qualified subchapter S subsidiary under IRC §1361(b)(3)(B). 4. Grantor's Taxpayer Identification Number is: ' 5. For purposes of reporting this Transaction to the Internal Revenue Service on Form 1099-S, the Property is Grantor's (check one) 14 `' Principal Residence XX Other real estate 6. Grantor is in sole constructive or actual possession of the Property, and there is no other person or entity that has any possessory right in the Property, 7. Grantor has full authority to convey the Property. 8. There are no existing contracts for sale or mortgage commitments other than those being closed affecting the Property. 9. Grantor knows of no defects in the Property's title and, except for real estate taxes for the current year and those items identified on EXHIBIT "B" attached hereto, there are no liens, encumbrances, mortgages, claims or demands on or against the Property. Cc()) 10. There are no unrecorded labor, mechanics', materialmen's liens or "Notices of Commencement" against the Property; no material has been furnished to or labor performed upon the Property within the past ninety (90) days which has not been paid for in full; no notices to owner have been delivered to or received by the Grantor. 11. There are no bills, liens or assessments for sanitary sewers, paving or other public utilities, or improvements made by any governmental instrumentality, which are now unpaid, against the Property. Further, Grantor acknowledges responsibility for water, sewer and electrical consumption charges through date of closing. If any bills, liens or assessments are found which relate to the period of Grantor's possession, Grantor will pay same upon demand. Grantor shall obtain any release documents needed which relate to bills, liens or assessments not paid at the time of closing. 12. No actual notice has been received by Grantor of any public hearing regarding future or pending zoning changes or assessments for improvements by any governmental instrumentality. 13. Grantor knows of no violations of local or state laws or private covenants, restrictions or conditions which pertain to the Property. 14. There are no judgments, orders or decrees which have been entered in any state or federal court against the Property or Grantor, and there are no civil or administrative actions pending against Grantor or which involve the Property in any way, including no action for bankruptcy. 15. To the best of Grantor's knowledge, the Property and all uses of the Property have been and presently are in compliance in all material respects with all Federal, State and Local laws, regulations and ordinances, including environmental laws, and that the Grantor has no knowledge of any spill or environmental law violation on any property contiguous to or in the vicinity of the Property; and that Grantor has not received actual notice and otherwise has no knowledge of a) any spill on the Property, b) any existing or threatened environmental lien against the Property or c) any lawsuit, proceeding or investigation regarding the generation, storage, treatment, spill or transfer of hazardous substances on the Property. This provision shall survive closing and/or acceptance and is not deemed satisfied by conveyance of title. 16. Grantor shall indemnify, defend and hold Collier County harmless against and from any and all damages, claims, liabilities, actions, expenses, penalties, fines and costs (including attorney's fees and expenses) incurred by or asserted against Collier County by reason of or arising out of the breach of Grantor's representations under Paragraph 15 above, irrespective of whether the undersigned affiants were negligent in the making of these representations. This provision shall survive closing. 17. To the best of Grantor's knowledge, there are no unrecorded deeds, judgments, liens, mortgages, easements, or rights of way for users, claims, boundary line or other disputes, or demands of any nature asserted against or affecting the Property. 18. There are no matters pending against Grantor that could give rise to a lien that would attach to the Property, or cause a loss of title, or impair title between the effective date of the title insurance commitment (or title search showing ownership and encumbrances) and the time of recording of the instruments evidencing the County's easement interest in the Property; and that Grantor has not executed and will not execute any instrument that would adversely affect the title to the Property from the date of this Affidavit forward. 19. Grantor agrees to fully cooperate with Collier County when necessary to correct any error discovered after closing and, in doing so, to execute, without delay, any corrective instrument(s) needed in order to effectuate the intent of the parties to this transaction. This provision shall survive closing. 20. Grantor understands that this certification may be disclosed to the Internal Revenue Service by Collier County and that any false statements made here could be punished by fine, imprisonment, or both. Grantor further authorizes the submission of this affidavit if and when required. (o) 21. Under penalties of perjury, I, the undersigned affiant, state that I have examined this affidavit and to the best of my knowledge and belief it is true, correct and complete as of the date of execution hereof; that I am authorized to execute this affidavit as or on behalf of Grantor and to bind Grantor thereby; that I will immediately notify Collier County of any change to the representations contained herein and that, in the absence of such notification, Collier County may rely on the representations contained herein on the day of closing; that Grantor intends for Collier County, its agents and attorneys, the title company issuing the title policy (if title insurance is to be issued), its underwriter and its employees, any escrow/settlement agent and other parties and their attorneys participating in this transaction, to rely on these representations, and Grantor will indemnify said parties for all damages, loss, liability, claims, cost and expenses, including attorney fees, which arise out of or result from their reliance upon these representations, irrespective of whether I was negligent in making these representations or executing this Affidavit. WITNESSES: TIMBER LAKE CLUB CONDOMINIUM ASSOCIATION, INC. a Florida Not for Profit Corpor tion Wir y: --C Witn s Signature Print Name: Fs'Y1�1j'(b(�U(V1Qk�( Print Name: //'/' '( � �u'C � 4144, Address: 1 o 3 '. �3� 1V(, Title: t > dz , U Witness Signature Print Name:�°bG�3� X 4 Z 4 Address: / £ /`5<,sbde toe STATE OF re-01— 6,f COUNTY OF (t/f%Cr. The foregoin4,Access Easemer was acknowledged before me by means of physic ) presence or ❑ online notariz ion, this 'Y.%� day of y , 200, by (Name) /� Q� &�� , (Title) iQJ . on behalf of Timber Lake Club Condominium Association, Inc. Such person is ❑ personally known to me; or [ has produced their driver's license; or ❑ has produced as identification. /21.-Aoa/A_ � t (Notary Seal) (Signature of Notary Public" (Print Name) I f ; MYCCOMC pAissioN '3P LIC t. r7° EXPIRES:July 4 2025 '�L ;` 'My Commission Bonded Thu Slip RIl6:Under. ers "Approved as to form a alit " ,Assistant County Attorney PQ N _ _ _ _RADIO ROAD POINT OF (100' WIDE RIGHT—OF—WAY) BEGINNING S89'10'4o"W 52.51' SOUTHERLY RIGHT—OF—WAY (BASIS OF BEARING) L72 \vs G7/ / I\ / 1 11 POINT OF COMMENCEMENT NORTHEAST CORNER OF TIAIBERLAKE 0 50 100 W11 N1 I CLUB AT SUMMERWOOD,A CONDOMINIUM, "I { (CONDOMINIUM PLAT BOOK 34, PAGE 37) 1" = 100' 1 II LA w N\\ I \ 0I I EXHIBIT "A" \n \ \LA 1 0 \\ \\� 1 \ 1 DI C°IL.1 1 TIMBERLAKE CLUB AT SUMMERWOOD l o li<13 0 A CONDOMINIUM I Ali; (CONDOMINIUM P.B. 34, PG. 37) NI 110 UI 1 � I/U / I I / M 1/ OWNER: SANDAL REAL ESTATE HOLDING LLC. /� of PARCEL ID: 25111001025 %cN / (O.R. 4692, PG. 796) i w/ / U/ "/ / c) J I �/ I j I I N1 I UI ml I I I C.)I I j EXISTING UTILITY EASEMENT Oj io I �(O.R. 2313, PG. 135) 1 1� �Y I — I � ;I ,I jI o'1L.L2 L3 � 01 � Nt \\a %L—15 �,o TIMBERLAKE CLUB AT SUMMERWOOD A CONDOMINIUM (CONDOMINIUM P.B. 34, PG. 37) *NOT A SURVEY* Bovvrnafl PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 DRAWING ii:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD ALE:309.30 AE 2024 SEC-TWN-RGE:1-50S-25E SHEET: 1 OF 4 Q:\FL—NAPL—HM\HMDATA—SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrouger CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 39.86' 31.24' 30.45' S 26'18'27" W 44'54'27" C2 1965.95' 40.72' 40.72' S 03'56'49" E 1'11'12" C3 2936.00' 59.08' 59.08' S 03'57'50" E 1'09'11" C4 32.44' 15.42' 15.28' S 07'55'13" E 27'14'24" C5 78.07' 14.33' 14.31' S 19'21'47" E 10'30'58" C6 1662.05' 33.76' 33.76' S 24'02'21" E 1'09'50" C7 217.28' 35.44' 35.40' S 16'56'26" E 9'20'46" C8 5499.29' 27.53' 27.53' S 12'53'39" E 0'17'12" C9 554.53' 30.48' 30.48' S 05'40'44" E 3'08'57" C10 220.79' 34.82' 34.78' S 01'54'29" E 9'02'05" C11 132.91' 31.27' 31.20' S 07'02'52" W 13'28'46" C12 126.71' 30.38' 30.31' S 14'56'05" W 13'44'12" C13 1648.63' 34.92' 34.92' S 18'27'18" W 1'12'49" C14 1251.42' 63.27' 63.26' S 19'06'35" W 2'53'48" C15 260.93' 46.32' 46.26' S 14'25'49" W 10'10'12" C16 639.80' 53.42' 53.41' S 06'05'04" W 4'47'03" C17 268.74' 48.39' 48.33' S 00'03'28" E 10'19'02" C18 143.06' 28.19' 28.14' S 12'00'42" E 11'17'19" C19 347.72' 5.35' 5.35' S 14'35'08" E 0'52'56" C20 167.72' 21.64' 21.62' S 19'39'13" E 7'23'27" C21 131.63' 42.41' 42.22' N 08'01'05" W 18'27'34" C22 1704.42' 44.46' 44.46' N 00'48'08" E 1'29'40" C23 383.82' 73.14' 73.03' N 08'34'58" E 10'55'05" C24 494.30' 53.66' 53.64' N 17'55'52" E 6'13'13" C25 3867.76' 70.52' 70.51' N 18'37'52" E 1'02'41" C26 199.01' 44.36' 44.27' N 13'45'45" E 12'46'19" C27 210.01' 26.97' 26.95' N 01'42'33" E 7'21'30" C28 630.53' 38.05' 38.05' N 06'35'58" W 3'27'28" C29 239.40' 49.75' 49.66' N 12'23'00" W 1 1'54'21" C30 190.50' 44.56' 44.46' N 23'42'53" W 13'24'06 C31 785.25' 58.35' 58.34' N 23'55'28" W 4'15'27" C32 190.84' 43.85' 43.76' N 16'26'48" W 13'09'55" C33 4935.96' 40.19' 40.19' N 11'23'29" W 0'27.59" C34 47.62' 40.50' 39.29' N 33'16'53" W 48'44'03" LINE BEARING DISTANCE L1 N 83'38'52" E 5.00' L2 N 82'26'20" E 22.40' L3 S 70'31'52" E 29.58' L4 S 01'10'05" E 15.50' L5 N 66'42'11" W 29.40' L6 S 87'48'46" W 12.12' L7 S 45'11'02" W 4.71' L8 S 56'49'47" W 11.05' L9 S 73'20'06" W 39.87' L10 N 19'16'42" W 5.57' L11 N 00'47'23" W 48.67' L12 N 89'10'40" E 90.91' *NOT A SURVEY* ovvir'ian PUMP STATION 30930 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 I DRAWING /:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD ALE:309.30 AE 2024 SEC-TWN-RGE 1-50S-25E SHEET: 2 OF 4 Q:\FL-NAPL-HMVIMDATA-SV2\2012\2012015WW\SU\PUMP STATION BO0NDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrouger LEGAL DESCRIPTION OF A PARCEL OF LAND LOCATED IN SECTION 1, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COWER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TIMBERLAKE CLUB AT SUMMERWOOD, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 34, PAGE 37 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S89'10'40"W FOR A DISTANCE OF 52.51 FEET TO THE POINT OF BEGINNING; SAID POINT OF BEGINNING ALSO BEING THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 39.86 FEET, THROUGH A CENTRAL ANGLE OF 44'54'27" AND BEING SUBTENDED BY A CHORD OF 30.45 FEET AT A BEARING OF S26'18'27"W, FOR AN ARC LENGTH OF 31.24 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 1965.95 FEET, THROUGH A CENTRAL ANGLE OF 01'11'12" AND BEING SUBTENDED BY A CHORD OF 40.72 FEET AT A BEARING OF S03'56'49"E, FOR AN ARC LENGTH OF 40.72 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 2936.00 FEET, THROUGH A CENTRAL ANGLE OF 01'09'11" AND BEING SUBTENDED BY A CHORD OF 59.08 FEET AT A BEARING OF S03'57'50"E, FOR AN ARC LENGTH OF 59.08 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 32.44 FEET, THROUGH A CENTRAL ANGLE OF 27'14'24" AND BEING SUBTENDED BY A CHORD OF 15.28 FEET AT A BEARING OF SO7'55'13"E, FOR AN ARC LENGTH OF 15.42 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 78.07 FEET, THROUGH A CENTRAL ANGLE OF 10'30'58" AND BEING SUBTENDED BY A CHORD OF 14.31 FEET AT A BEARING OF S19'21'47"E, FOR AN ARC LENGTH OF 14.33 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 1662.05 FEET, THROUGH A CENTRAL ANGLE OF 01'09'50" AND BEING SUBTENDED BY A CHORD OF 33.76 FEET AT A BEARING OF S24'02'21"E, FOR AN ARC LENGTH OF 33.76 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 217.28 FEET, THROUGH A CENTRAL ANGLE OF 09'20'46" AND BEING SUBTENDED BY A CHORD OF 35.40 FEET AT A BEARING OF S16'56'26"E, FOR AN ARC LENGTH OF 35.44 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 5499.29 FEET, THROUGH A CENTRAL ANGLE OF 00'17'12" AND BEING SUBTENDED BY A CHORD OF 27.53 FEET AT A BEARING OF S12'53'39"E, FOR AN ARC LENGTH OF 27.53 FEET; THENCE RUN N83'38'52"E FOR A DISTANCE OF 5.00 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 554.53 FEET, THROUGH A CENTRAL ANGLE OF 03'08'57" AND BEING SUBTENDED BY A CHORD OF 30.48 FEET AT A BEARING OF S05'40'44"E, FOR AN ARC LENGTH OF 30.48 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 220.79 FEET, THROUGH A CENTRAL ANGLE OF 09'02'05" AND BEING SUBTENDED BY A CHORD OF 34.78 FEET AT A BEARING OF SO1'54'29"E, FOR AN ARC LENGTH OF 34.82 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 132.91 FEET, THROUGH A CENTRAL ANGLE OF 13'28'46" AND BEING SUBTENDED BY A CHORD OF 31.20 FEET AT A BEARING OF SOTO2'52"W, FOR AN ARC LENGTH OF 31.27 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 126.71 FEET, THROUGH A CENTRAL ANGLE OF 13'44'12" AND BEING SUBTENDED BY A CHORD OF 30.31 FEET AT A BEARING OF S14'56'05"W, FOR AN ARC LENGTH OF 30.38 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 1648.63 FEET, THROUGH A CENTRAL ANGLE OF 01'12'49" AND BEING SUBTENDED BY A CHORD OF 34.92 FEET AT A BEARING OF S18'27'18"W, FOR AN ARC LENGTH OF 34.92 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 1251.42 FEET, THROUGH A CENTRAL ANGLE OF 02'53'48" AND BEING SUBTENDED BY A CHORD OF 63.26 FEET AT A BEARING OF S19'06'35"W, FOR AN ARC LENGTH OF 63.27 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 260.93 FEET, THROUGH A CENTRAL ANGLE OF 10'10'12" AND BEING SUBTENDED BY A CHORD OF 46.26 FEET AT A BEARING OF S14'25'49"W, FOR AN ARC LENGTH OF 46.32 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 639.80 FEET, THROUGH A CENTRAL ANGLE OF 04'47'03" AND BEING SUBTENDED BY A CHORD OF 53.41 FEET AT A BEARING OF S06'05'04"W, FOR AN ARC LENGTH OF 53.42 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 268.74 FEET, THROUGH A CENTRAL ANGLE OF 10'19'02" AND BEING SUBTENDED BY A CHORD OF 48.33 FEET AT A BEARING OF S00'03'28"E, FOR AN ARC LENGTH OF 48.39 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 143.06 FEET, THROUGH A CENTRAL ANGLE OF 11'17'19" AND BEING SUBTENDED BY A CHORD OF 28.14 FEET AT A BEARING OF S12'00'42"E, FOR AN ARC LENGTH OF 28.19 FEET; THENCE RUN N82'26'20"E FOR A DISTANCE OF 22.40 FEET; THENCE RUN S70'31'52"E FOR A DISTANCE OF 29.58 FEET; THENCE RUN S01'10'05"E FOR A DISTANCE OF 15.50 FEET; THENCE RUN N66'42'11"W FOR A DISTANCE OF 29.40 FEET; THENCE RUN S87'48'46"W FOR A DISTANCE OF 12.12 FEET; THENCE RUN S45'11'02"W FOR A DISTANCE OF 4.71 FEET; THENCE RUN S56'49'47"W FOR A DISTANCE OF 11.05 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE LEFT; HAVING A RADIUS OF 347.72 FEET, THROUGH A CENTRAL ANGLE OF 00'52'56" AND BEING SUBTENDED BY A CHORD OF 5.35 FEET AT A BEARING OF S14'35'08"E, FOR AN ARC LENGTH OF 5.35 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 167.72 FEET, THROUGH A CENTRAL ANGLE OF 07'23'27" AND BEING SUBTENDED BY A CHORD OF 21.62 FEET AT A BEARING OF S19'39'13"E, FOR AN ARC LENGTH OF 21.64 FEET; THENCE RUN S73'20'06"W FOR A DISTANCE OF 39.87 FEET; THENCE RUN N19'16'42"W FOR A DISTANCE OF 5.57 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 131.63 FEET, THROUGH A CENTRAL ANGLE OF 18'27'34" AND BEING SUBTENDED BY A CHORD OF 42.22 FEET AT A BEARING OF NO8'01'05"W, FOR AN ARC LENGTH OF 42.41 FEET; THENCE RUN N00'47'23"W FOR A DISTANCE OF 48.67 FEET TO THE BEGINNING OF A NON-TANGENTIAL CIRCULAR CURVE TO THE RIGHT; HAVING A RADIUS OF 1704.42 FEET, THROUGH A CENTRAL ANGLE OF 01'29'40" AND BEING SUBTENDED BY A CHORD OF 44.46 FEET AT A BEARING OF N00'48'08"E, FOR AN ARC LENGTH OF 44.46 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 383.82 FEET, THROUGH A CENTRAL ANGLE OF 10'55'05" AND BEING SUBTENDED BY A CHORD OF 73.03 FEET AT A BEARING OF NO8'34'58"E, FOR AN ARC LENGTH OF 73.14 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 494.30 FEET, THROUGH A CENTRAL ANGLE OF O6'13'13" AND BEING SUBTENDED BY A CHORD OF 53.64 FEET AT A BEARING OF N17'55'52"E, FOR AN ARC LENGTH OF 53.66 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 3867.76 FEET, THROUGH A CENTRAL ANGLE OF 01'02'41" AND BEING SUBTENDED BY A CHORD OF 70.51 FEET AT A BEARING OF N18'37'52"E, FOR AN ARC LENGTH OF 70.52 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 199.01 FEET, THROUGH A CENTRAL ANGLE OF 12'46'19" AND BEING SUBTENDED BY A CHORD OF 44.27 FEET AT A BEARING OF N13'45'45"E, FOR AN ARC LENGTH OF 44.36 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 210.01 FEET, THROUGH A CENTRAL ANGLE OF 07'21'30" AND BEING SUBTENDED BY A CHORD OF 26.95 FEET AT A BEARING OF NO1'42'33"E, FOR AN ARC LENGTH OF 26.97 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; *NOT A SURVEY* Bowman PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 DRAINING /: H-269B DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 SEC-TWN-RGE 1-50S-25E SHEET: 3 OF 4 Q:\FL-NAPL-HM\HMDATA-SV2\2012\2012015WW\SU\PUMP STATION ROUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrouger (,, HAVING A RADIUS OF 630.53 FEET, THROUGH A CENTRAL ANGLE OF 03'27'28" AND BEING SUBTENDED BY A CHORD OF 38.05 FEET AT A BEARING OF NO6'35'58"W, FOR AN ARC LENGTH OF 38.05 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 239.40 FEET, THROUGH A CENTRAL ANGLE OF 11'54'21" AND BEING SUBTENDED BY A CHORD OF 49.66 FEET AT A BEARING OF N12'23'00"W, FOR AN ARC LENGTH OF 49.75 FEET TO A POINT OF COMPOUND CURVATURE TO THE LEFT; HAVING A RADIUS OF 190.50 FEET, THROUGH A CENTRAL ANGLE OF 13'24'O6" AND BEING SUBTENDED BY A CHORD OF 44.46 FEET AT A BEARING OF N23'42'53"W, FOR AN ARC LENGTH OF 44.56 FEET TO A POINT OF REVERSE CURVATURE TO THE RIGHT; HAVING A RADIUS OF 785.25 FEET, THROUGH A CENTRAL ANGLE OF 04'15'27" AND BEING SUBTENDED BY A CHORD OF 58.34 FEET AT A BEARING OF N23'55'28"W, FOR AN ARC LENGTH OF 58.35 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 190.84 FEET, THROUGH A CENTRAL ANGLE OF 13'09'55" AND BEING SUBTENDED BY A CHORD OF 43.76 FEET AT A BEARING OF N16'26'48"W, FOR AN ARC LENGTH OF 43.85 FEET TO A POINT OF COMPOUND CURVATURE TO THE RIGHT; HAVING A RADIUS OF 4935.96 FEET, THROUGH A CENTRAL ANGLE OF 00'27'59" AND BEING SUBTENDED BY A CHORD OF 40.19 FEET AT A BEARING OF N11'23'29"W, FOR AN ARC LENGTH OF 40.19 FEET TO A POINT OF REVERSE CURVATURE TO THE LEFT; HAVING A RADIUS OF 47.62 FEET, THROUGH A CENTRAL ANGLE OF 48'44'03" AND BEING SUBTENDED BY A CHORD OF 39.29 FEET AT A BEARING OF N33'16'53"W, FOR AN ARC LENGTH OF 40.50 FEET; THENCE RUN N89'10'40"E FOR A DISTANCE OF 90.91 FEET, TO THE POINT OF BEGINNING. CONTAINING 26274.56 SQUARE FEET, MORE OR LESS. BEARINGS REFER TO THE SOUTHERLY RIGHT—OF—WAY LINE OF RADIO ROAD, AS BEING S89'10'40"W. ` �pulll BOWMAN CONSULTING GROUP, LTD., INC. °�.�a .�uunn' Hl''''�� CERTIFICATE OF AUTHORIZATION NUMBER LB 8030 � �lse'Nr;; %.s. 6278 DN: C=US, . STATE OF NA' E=jhilton©bowman.com, s FLORIDA .'tea; O=Bowman, CN=John Hilton °�oi�� 6\a,.`''�, SUrve# Date: 2024.08.13 11:22:50-04'00' BY LS6278 JOHN J. HILTON STATE OF FLORIDA *NOT A SURVEY* OVVInan PUMP STATION 309.30 ACCESS EASEMENT Bowman Consulting Group,Ltd.,Inc. Phone:(239)254-2000 SKETCH & LEGAL DESCRIPITON 950 Encore Way Naples,FL 34110 www.bowman.com ©Bowman Consulting Group,Ltd. COLLIER COUNTY FLORIDA PROJECT NO. 2012.015 DRAWING /:H-2698 DATE:Jul. 30, 2024 Professional Surveyors and Mappers,Certificate NO.LB-8030 CADD FILE:309.30 AE 2024 SEC-TWN-RGE:1-50S-25E SHEET: 4 OF 4 Q:\a—NAPL—HM\HMDATA—SV2\2012\2012015\DW\SU\PUMP STATION BOUNDARIES\309.30 AE 2024.dwg 7/30/2024 11:09:58 AM Plotted by. kshrauger EXHIBIT B 1. Easement from Barnett Banks Trust Company, NA, as Trustee, to United Telephone Company of Florida, dated September 26, 1985, and recorded October 1, 1985, in Official Records Book 1157, Page 2158, of the Public Records of Collier County, Florida. 2. Sewer Facilities Agreement by and between GMA Development Corporation, a Florida corporation, and the Board of Count Commissioners of Collier County, Florida, as the Governing Body of Collier County, and as Ex-Officio the Governing Board of the Collier County Water-Sewer district, dated January 31, 1989, and recorded February 7, 1989, in Official Records Book 1415, Page 820, of the Public Records of Collier County, Florida. 3. Easement from GMA Development to United Telephone Company of Florida, dated September 18,1989 and recorded November 3, 1989, in Official Records Book 1481, Page 1318, of the Public Records of Collier County, Florida. 4. Declaration of Condominium of Timber Lakes Club at Summerwood, a condominium, dated December 28, 1989 and recorded January 3, 1990 in Official Records Book 1496, Page 53; Amendments recorded in Official Records Book 1501, Page 1445, Official Records Book 1502, Page 1085, Official Records Book 1505, Page 2266, Official Records Book 4945, Page 90, Official Records Book 5037, Page 2774, Official Records Book 5131, Page 644, Official Records Book 5575, Page 3586, Official Records Book 5576, Page 3589, and Official Records Book 6162, Page 2696, all of the Pubic Records of Collier County, Florida. (vesting instrument). 5. Utility Easement from Timber Lake Club Condominium Association, Inc., a Florida not-for-profit corporation, to the Board of County Commissioners of Collier County, Florida, as the Governing Body of Collier County, and as Ex-Officio the Governing Board of the Collier County Water-Sewer District, dated June 3, 1996, and recorded May 13, 1997, in Official Records Book 2313, Page 135, of the Public Records of Collier County, Florida. 6. Grant of Easement from Timber Lake Club Condominium Association, Inc., a Florida not-for- profit corporation, to MediaOne Enterprises, Inc., dated December 1, 2000, and recorded March 6, 2000, in Official Records Book 2786, Page 473, of the Public Records of Collier County, Florida. 7. Drainage Easement from Timber Lake Club Condominium Association, Inc., a Florida not-for- profit corporation, to Collier County, a political subdivision of the State of Florida, dated November 3, 2001, and recorded November 28, 2001, in Official Record Book 2932, Page 551, of the Public Records of Collier County, Florida. 8. Grant of Easement from Timber Lake Club Condominium Association, Inc., a Florida not-for- profit corporation, to Comcast of the South, dated March 31, 2006, and recorded October 18, 2006, in Official Records Book 4123, Page 3624, of the Public Records of Collier County, Florida. 9. Grant of Easement from Timber Lake Club Condominium Association, Inc., a Florida not-for- profit corporation, to Comcast of the South, Inc., dated March 1, 2013, and recorded April 5, 2013, in Official Records Book 4909, Page 3640, of the Public Records of Collier County, Florida. p O