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HomeMy WebLinkAboutZenith Subdivision ESMT-2025-0155 (ESMT-2025-079840) Ada County Recorder Trent Tripple 2025-079840 Boise,Idaho Pgs=23 boberbillig 12/03/2025 08:06:29 AM CITY OF MERIDIAN IDAHO$0.00 Electronically Recorded Project Name or Subdivision Name: Zenith Subdivision Sanitary Sewer&Water Main Easement Number: 1 Identify this Easement by sequential number if the project contains more than one easement of this type.See instntctions/checklist for additional information. For Internal Use Only ESMT-2025-0155 Record Number: SANITARY SEWER AND WATER MAIN EASEMENT THIS Easement Agreement made this 2nd day of December 2025 between DWT Investments LLC, an Idaho limited liability company and SCSH Properties LLC, an Idaho limited liability company, (collectively "Grantor")and the City of Meridian, an Idaho Municipal Corporation("Grantee"); WHEREAS,the Grantor owns that certain property legally described on Exhibit A attached hereto(the"Grantor Property"), and Grantor desires to provide a sanitary sewer and water main right-of-way across a portion of the premises and property hereinafter particularly bounded,described and depicted on Exhibit B attached hereto(the"Easement Area"); and WHEREAS, the sanitary sewer and water is to be provided for through underground pipelines to be constructed by others; and WHEREAS, it will be necessary to maintain and service said pipelines from time to time by the Grantee; NOW, THEREFORE, in consideration of the benefits to be received by the Grantor, and other good and valuable consideration, the Grantor does hereby give, grant and convey unto the Grantee the right-of-way for an easement for the operation and maintenance of sanitary sewer and water mains(the"Easement")over and across the Easement Area. The Easement hereby granted is for the purpose of construction and operation of sanitary sewer and water mains and their allied facilities, together with their maintenance, repair and replacement at the cost and expense of the Grantee,with the free right of access to such facilities located within the Easement Area as reasonably necessary for Grantee's maintenance and repair of such facilities at any and all reasonable times, provided, however, that,prior to such entry upon Grantor's Property, Grantee shall provide written notice to Grantor of such repair,or replacement activities(except in emergencies).Grantee shall perform such maintenance,repair,or replacement activities so as not to unreasonably interfere with Grantor's use and operation of the Grantor Property. TO HAVE AND TO HOLD,the Easement unto the said Grantee,its successors and assigns forever,subject to the conditions set forth herein. Sanitary Sewer and Water Main Easement Page I Version 01/01/2024 FG: 103852405.6 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 2 of 23 IT IS EXPRESSLY UNDERSTOOD AND AGREED,by and between the parties hereto, that after making repairs or performing other maintenance or replacement activities upon the Easement, Grantee shall restore the Grantor Property to the condition existing prior to Grantee's entry upon Grantor's Property. However, Grantee shall not be responsible for repairing,replacing,or restoring anything placed within the Easement Area that was placed there in violation of the terms of this Easement. THE GRANTOR covenants and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within the Easement Area only that would materially interfere with Grantee's use of the Easement, including, but not limited to, buildings, trash enclosures, carports, sheds, fences, trees, or deep-rooted shrubs. The foregoing restrictions shall not prohibit Grantor's legal use of the Easement Area that does not conflict with the Grantee's enjoyment of the Easement, including, but not limited to, parking and landscaping over the Easement Area. THE GRANTOR covenants and agrees with the Grantee that should any part of the Easement Area become part of, or lie within the boundaries of any public street, then, to such extent, such Easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that as of the date of this Agreement, Grantor is lawfully seized and possessed of the Easement Area, and that Grantor has a good and lawful right to convey said easement to Grantee, and that Grantor shall use commercially reasonable efforts to defend the title and quiet possession thereof against lawful claims related thereto. THE COVENANTS OF GRANTOR made herein shall be binding upon Grantor's successors, assigns,heirs,personal representatives,purchasers,or transferees of any kind. IN WITNESS WHEREOF,the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. [Signatures on next page] Sanitary Sewer and Water Main Easement Page 2 Version 01/01/2024 FG: 103852405.6 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 3 of 23 GRANTOR: DWT INVESTMENTS LLC an Idaho limited liability company By: Brighton Corporation, an Idaho corporation, Ma By: Robert L. Phillips, President STATE OF IDAHO ) :Ss- County of Ada ) On this 41--A day of November, in the year of 2025, before me a Notary Public of said State, personally appeared Robert L. Phillips, known or identified to me to be the President of Brighton Corporation, the Manager of DWT Investments LLC, an Idaho limited liability company, the company that executed the instrument or the person who executed the instrument on behalf of said company, and acknowledged to me that such company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. 15,1A 4��40L PL Notary Public for Idaho My Commission expires:_(a SHARIVAUGHAN COMMISSION#20181002 NOTARY PUBLIC STATE OF IDAHO My cOMMISSION EXPIRES 061©112030 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 4 of 23 GRANTOR. SCSH Properties LLC an Idaho limited liability company By: SCS Management LLC Its: Manager By: iawk - Michael A. Hall, Pr ident STATE OF IDAHO ) :SS. County of Ada } On this 5 r^A day of November, in the year of 2025, before me a Notary Public of said State, personally appeared Michael A. Hall, known or identified to me to be the President of SCS Management LLC, the Manager of SCSH Properties LLC, an Idaho limited liability company, the company that executed the instrument or the person who executed the instrument on behalf of said company, and acknowledged to me that such company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Pub lic for Idaho SHARI VAUGHAN My Commission expires: COMMISSION*20181002 NOTARY PUBLIC STATE OF IDAHO [My COMMISSION EXPIRES 08/01/2o3o Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 5 of 23 GRANTEE: CITY OF MERIDIAN Robert E. Simis n, yor 12-2-2025 / cu. � SF,AL Attest by C 's Jo "` ity Clerk 12-2-2025 STATE OF IDAHO ) : ss. County of Ada ) This record was acknowledged before me on 12-2-2025 (date)by Robert E. Simison and Chris Johnson on behalf of the City of Meridian,in their capacities as Mayor and City Clerk,respectively. Notary Stamp Below Cha&ycWM CHARLENE WAY 01 COMMISSION No. 67390 Notary Signature NOTARY PUBLIC My Commission Expires: 3-28-2028 STATE OF IDAHO Sanitary Sewer and Water Main Easement Page 6 Version 01/01/2024 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 6 of 23 lam, E N G I N E E R I N G February 20,2025 Project No.:22-075 Apex Zenith Property Boundary Adjustment Parcel D Legal Description Exhibit A A parcel of land being a portion of the Northwest 1/4 of Section 6,Township 2 North,Range 1 East, B.M.,City of Meridian,Ada County, Idaho being more particularly described as follows: Commencing at a 5/8-inch rebar marking the Northwest corner of Government Lot 3 of said Section 6, which bears S89a42'12"E a distance of 1,189.98 feet from an aluminum cap marking the Northwest corner of said Section 6,thence following the westerly line of said Government Lot 3,S00°26'49"W a distance of 77.48 feet to a 5/8-inch rebar on the southerly right-of-way of W.Lake Hazel Road; Thence leaving said westerly line and following said southerly right-of-way,589°42'12"E a distance of 1.28 feet to a 5/8-inch rebar being the POINT OF BEGINNING. Thence leaving said westerly line and following said southerly right-of-way,S89'42'12"E a distance of 96.00 feet to a 5/8-inch rebar; Thence leaving said southerly right-of-way,S00'17'48"W a distance of 213.85 feet to a 5/8-inch rebar; Thence 89.38 feet along the arc of a curve to the left, said curve having a radius of 981.46 feet,a delta angle of 05'13'03",a chord bearing of S02"18'45"E,and a chord distance of 89.34 feet to a 5/8-inch rebar; Thence SO4°55'16"E a distance of 63.79 feet to a 5/8-inch rebar; Thence 84.82 feet along the arc of a curve to the left,said curve having a radius of 33150 feet,a delta angle of 14°39'39",a chord bearing of S12'15'06"E,and a chord distance of 84.59 feet to a 5/8-inch rebar; Thence 72.05 feet along the arc of a compound curve to the left,said curve having a radius of 46.50 feet, a delta angle of 88°46'52", a chord bearing of S63°58'21"E, and a chord distance of 65.06 feet to a 5/8- inch rebar; Thence 125.22 feet along the arc of a reverse curve to the right,said curve having a radius of 384.50 feet, a delta angle of 18°39'35",a chord bearing of N80"58'00"E,and a chord distance of 124.67 feet to a 5/8- inch rebar; Thence 589°42'12"E a distance of 375.88 feet to a 5/8-inch rebar; Thence N00'17'48"E a distance of 361.55 feet to a 5/8-inch rebar on the southerly right-of-way of the Rawson Canal; Thence following said southerly right-of-way, N70°28'01"W a distance of 375.34 feet to the southerly right-of-way of said W. take Hazel Road; Thence leaving the southerly right-of-way of said Rawson Canal and following the southerly right-of-way of said W. Lake Hazel Rd.the following three(3)courses: 1. S89°42'12"E a distance of 638.17 feet to a 5/8-inch rebar; 2. S87°38'07"E a distance of 180.12 feet to a 5/8-inch rebar; 3. 589'42'12"E a distance of 87.69 feet to a 5/8-inch rebar; Thence leaving said southerly right-of-way, S00°12'26"W a distance of 1,275.39 feet to a 5/8-inch rebar on the southerly line of said Government Lot 3; Thence fallowing said southerly line,S89°27'39"E a distance of 70.98 feet to a 5/8-inch rebar marking the Southeast corner of said Government Lot 3; 5725 North Discovery Way• Boise,Idaho 837.13 a 208.639.6939 a kmenglip.com Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 7 of 23 Thence leaving said southerly line and following the easterly line of the Southeast 1/4 of the Northwest 1/4 of said Section 6,S00"00'25"W a distance of 1,324.42 feet to a 5/8-inch rebar marking the Center 1/4 corner of said Section 6; Thence leaving said easterly line and following the southerly line of said Southeast 1/4 of the Northwest 1/4,N89°22'50"W a distance of 1,320.93 feet to a brass cap marking the Southeast corner of Government Lot 5 of said Section 6; Thence leaving the southerly line of said Southeast 1/4 of the Southwest 1/4 and following the southerly line of said Government Lot 5,N89"22'50"W a distance of 350.00 feet to a 5/8-inch rebar on the easterly right-of-way of W.Aristocrat Drive; Thence leaving said southerly line and following said easterly right-of-way, NOO°37'10"E a distance of 60.50 feet to a 5/8-inch rebar on the northerly right-of-way of said W.Aristocrat Drive; Thence leaving said easterly right-of-way and following said northerly right-of-way the following four(4) courses: 1. N89°22'SO"W a distance of 429.03 feet to a 5/8-inch rebar; 2. 123.19 feet along the arc of a curve to the left, said curve having a radius of 217.00 feet,a delta angle of 32°31'34",a chord bearing of S74"21'24"W,and a chord distance of 121.54 feetto a 5/8- inch rebar, 3. SS8°OS'37"W a distance of 49.22 feet to a 5/8-inch rebar; 4. N89°22'SO"W a distance of 212.45 feet to a 5/8-inch rebar on the easterly right-of-way of S. Meridian Road; Thence leaving said northerly right-of-way and following said easterly right-of-way, N04°35'02"E a distance of 370.51 feet to a 5/8-inch rebar; Thence leaving said easterly right-of-way,N89°50'15"E a distance of 120.87 feet to a 1/2-inch rebar; Thence S00°51'06"W a distance of 50.00 feet to a 1/2-inch rebar; Thence N89°50'15"E a distance of 190.40 feet to a 1/2-inch rebar, Thence N00°51'06"E a distance of 150.00 feet to a 1/2-inch rebar; Thence S89050'15"W a distance of 305.70 feet to a 5/8-inch rebar on said easterly right-of-way; Thence following said easterly right-of-way,N00"57'25"W a distance of 770.96 feet to a 5/8-inch rebar; Thence leaving said easterly right-of-way,S89°42'12"E a distance of 1,152.54 feet to a 5/8-inch rebar; Thene N38020'37"E a distance of 28.79 feet to a 5/8-inch rebar; Thence N00°17'45"E a distance of 559.21 feet to a 5/8-inch rebar; Thence 68.66 feet along the arc of a curve to the left,said curve having a radius of 381.50 feet,a delta angle of 10018'42", a chord bearing of N04°51'33"W, and a chord distance of 68.57 feet to a 5/8-inch rebar; Thence 94.77 feet along the arc of a compound curve to the left,said curve having a radius of 156.50 feet, a delta angle of 34°41'42",a chord bearing of N27°21'46"W,and a chord distance of 93.33 feet to a 5/8- inch rebar; Thence N44"42'37"W a distance of 22.65 feet to a 5/8-inch rebar; Thence 58.20 feet along the arc of a curve to the left,said curve having a radius of 109.50 feet,a delta angle of 30°27'18", a chord bearing of N59°56'16'W, and a chord distance of 57.52 feet to a 5/8-inch rebar; Thence N62`37'53"W a distance of 19.60 feet to a 5/8-inch rebar; Thence 57.91 feet along the arc of a curve to the left,said curve having a radius of 384.50 feet,a delta angle of 08037'48", a chord bearing of N83°11'35"W, and a chord distance of 57.86 feet to a 5/8-inch rebar; Thene N00°17'48"E a distance of 71.28 feet to a 5/8-inch rebar; Thence S89°42'12"E a distance of 89.82 feet to a 5/8-inch rebar; PAGE 12 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 8 of 23 Thence N76`15'37"E a distance of 20.62 feet to a 5/8-inch rebar; Thence 77.82 feet along the arc of a curve to the left,said curve having a radius of 49.50 feet,a delta angle of 90'04'16",a chord bearing of N45019'56"E,and a chord distance of 70.05 feet to a 5/8-inch rebar; Thence N00017'48"E a distance of 405.73 feet to the POINT OF BEGINNING. Said parcel contains a total of 100.533 acres,more or less. IST4' a a12459� OF l� PAGE 13 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 9 of 23 P► 638.17 1 347,w2'12"C 1= 13 s -37,534 v ay n o �� 375.88 �1 ° 7 s89°42'12"c 3 N 11 n e N v _ c a F � o 115154 0 u s89°42'12"c 0 V � O � i 6pg N Q O ff25 n89e22'50"%v 429.03 3189°22'50"w n89°22'50"w 350.00 1320.93 Title: 250217 PBA Parcel D 22-075 Date:02-17-2025 Scale: 1 inch=500 feet I File: Deed Plotter.des Tract 1: 100.533 Acres: 4379215 Sq Feet:Closure=n26.2949w 0.02 Feet: Precision=1/654477: Perimeter=12665 Feet 001=s89.4212e 96.00 016=s00.0025w 1324.42 03 1=s89.4212e 1152.54 002=s00.I748w 213.85 017=n89.2250w 1320.93 032=n38.2037e 28.79 ao3:Lt R-981 as.pellaao5.1303 Bng 018=n89.2250w 350.00 033=nOO.1745e 559.21 asQ2 1845e,Chds8934 n 004-s04.5516e 63.79 019= 00.3710e 60.50 B R=381so.D ts 68.57 342 3133a•,C71Q-�68.57 oBos:L�R 331 SO d 4�39 3939 020=n89.2250w 429.03 B�.27 1�&'1 3 42 RR R ndw�W4632 °'-':U R 217.K Ddta-32.3134 036-n44.4237w 22.65 s�1�°rna-Esoe BE-s7as124,v,chwt2lsa S6 84 BQId=I24.673935 Q22=55$,0537w 49.22 BLS , 718 008=s89.4212e 375.88 023=n89.2250w 211.45 038=n62.3753w 19.60 009=n00.1748e 361.55 024--n043502e 370.51 °a3�,��i ils$swocn° 6 $86 74s 010=n70.2801w 375.34 025-n89.5015e 120.87 04D=n00.1748e 71.28 011=:s89.4212e 638.17 026=s00.5106w 50.00 041=s89.4212e 89.82 012=s87.3807e 180.12 027=n89.5015e 190.40 042=n76.1537e 20.62 013�89.4212e 87.69 028=t00S106e 150.00 043:Ll N-94 .tktm-9oost6 Bngwas.t9s6e.ena-loos 014=s00.1226w 1275.39 029=s89.5015w 305.70 044---n00.I748e 405.73 015=s89.2739e 70.98 030=-100.5725w 770.96 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 10 of 23 E N G I N E E R I N G October 31,2025 Project No.:24-254 Zenith Subdivision City of Meridian Sewer and Water Easement Legal Description Exhibit B Parcels of land for a City of Meridian sewer and water easement being a portion of the South 1/2 of the Northwest 1/4 of Section 6,Township 2 North,Range 1 East,B.M.,City of Meridian,Ada County,Idaho being more particularly described as follows: Commencing at an aluminum cap marking the West 1/4 corner of said Section 6,which bears S00"51'06"W a distance of 2,641.96 feet from an aluminum cap marking the Northwest corner of said Section 6,thence following the westerly line of Government Lot 5 of said Section 6,N00`51'06"E a distance of 1,320.98 feet to the northerly line of said Government Lot 5; Thence leaving said westerly line and following said northerly line,S89°27'14"E a distance of 435.44 feet; Thence leaving said northerly line,S00°17'48"W a distance of 153.06 feet to POINT OF BEGINNING 1. Thence S89°42'12"E a distance of 31.00 feet to a point hereinafter referred to as Point"A"; Thence S00°17'48"W a distance of 35.50 feet; Thence N89"42'12"W a distance of 31.00 feet; Thence N00`17'48"E a distance of 35.50 feet to POINT OF BEGINNING 1. Said parcel contains 1,101 square feet,more or less. TOGETHER WITH: Commencing at a point previously referred to as Point"A",thence S89"42'12"E a distance of 515.71 feet to POINT OF BEGINNING 2. Thence 589'42'12"E a distance of 31.00 feet to a point hereinafter referred to as Point"B"; Thence S00"17'48"W a distance of 35.50 feet; Thence N89°42'12"W a distance of 31.00 feet; Thence N00°17'48"E a distance of 35.50 feet to POINT OF BEGINNING 2. Said parcel contains 1,101 square feet, more or less. TOGETHER WITH: Commencing at a point previously referred to as Point"B", thence S89"42'12"E a distance of 203.97 feet; Thence S89°42'12"E a distance of 109.48 feet; Thence N00°17'48"E a distance of 27.00 feet to POINT OF BEGINNING 3. 5725 north Discovary Way m Boise,Idaho 83713 a 208.639.6939 a kmenglip.com Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 11 of 23 Thence N00017'48"E a distance of 37.50 feet; Thence S89°42'12"E a distance of 37.76 feet, Thence S0001748"W a distance of 37.50 feet, Thence N89°42'12"W a distance of 37.76 feet to POINT OF BEGINNING 3. Said parcel contains 1,416 square feet,more or less. TOGETHER WITH: Commencing at a point previously referred to as Point"r,thence S89042'12"E a distance of 203.97 feet; Thence S37°45'02"E a distance of 28.79 feet; Thence S00°17'48"W a distance of 156.94 feet; Thence 92.76 feet along the arc of a curve to the right,said curve having a radius of 463.00 feet,a delta angle of 11°2842",a chord bearing of S06°02'09"W and a chord distance of 92.60 feet; Thence 107.58 feet along the arc of a curve to the left,said curve having a radius of 537.00 feet,a delta angle of 11°2842",a chord bearing of S06002'09"W and a chord distance of 107.40 feet; Thence SW*17'48"W a distance of 41.99 feet to POINT OF BEGINNING 4. Thence S00°17'48"W a distance of 31.00 feet to a point hereinafter referred to as Point"C"; Thence N89'42'12"W a distance of 35.50 feet, Thence N00017'48"E a distance of 31.00 feet; Thence S89°42'12"E a distance of 35.50 feet to POINT OF BEGINNING 4. Said parcel contains 1,101 square feet,more or less. TOGETHER WITH: Commencing at a point previously referred to as Point"C',thence S00917'48"W a distance of 313.01 feet to POINT OF BEGINNING S. Thence S0001748"W a distance of 31.00 feet to a point hereinafter referred to as Point"D"; Thence N89°42'12"W a distance of 35.50 feet; Thence N00°17'48"E a distance of 31.00 feet; Thence S89°42'12"E a distance of 35.50 feet to POINT OF BEGINNING S. Said parcel contains 1,101 square feet,more or less. TOGETHER WITH: Commencing at a point previously referred to as Point"D",thence S00"17'48"W a distance of 299.07 feet to a point hereinafter referred to as Point"E", Thence S78°43'01"E a distance of 96.20 feet; Thence S00°37'10"W a distance of 14.50 feet to POINT OF BEGINNING 6. PAGE 2 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 12 of 23 Thence S89°22'50"E a distance of 25.17 feet, Thence S00°37'10"W a distance of 20.00 feet; Thence N89"22'50"W a distance of 25.17 feet; Thence N00°37'1WE a distance of 20.00 feet to POINT OF BEGINNING 6. Said parcel contains 503 square feet,more or less. TOGETHER WITH: Commencing at a point previously referred to as Point"E",thence S45'24'47"W a distance of 25.08 feet; Thence N89°22'SO"W a distance of 361.74 feet to POINT OF BEGINNING 7. Thence N89"22'50"W a distance of 20.00 feet; Thence N00035'44"E a distance of 20.00 feet; Thence S89°24'16"E a distance of 20.00 feet, Thence S00°35'44"W a distance of 20.00 feet to POINT OF BEGINNING 7. Said parcel contains 400 square feet,more or less. Said description contains a total of 6,723 square feet,more or less,and is subject to all existing easements and/or rights-of-way of record or implied. Attached hereto is Exhibit B and by this reference is made a part hereof. $�iST a 12459 0 PA Io•3/•20� PAGE13 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 13 of 23 P A24-254%WRVMCAD%EXHIBRSV4.254 CRY OF MERIDIAN PHASE 2 SEWER AND WATER EASEMENT DWT SCSH.OW6,AARON BAL ARD,10/31/2025,0W6 TO PDF.PC3,— POINT OF COMMENCEMENT WEST 1/4 CORNER SECTION 6 S. Meridian Rd. 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M?N� City of Meridian Sewer and Water Easement Q °S 0 A o Zenith Subdivision z w S1/2 NW1/4 Sec. 6,T2N, R1E, BM, City of Meridian,Ada County, Idaho � p � Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 17 of 23 31.00 sVP42'12'e a 3 e h _ 2T57 W n990012"w 31.00 Title: POB 1 Date: 10-31-2025 Scale: 1 inch=20 feet File: Tmct 1: 0.025 Acres: 1101 Sq Feet:Closure=n00.0000e 0.00 Feet Precision>1/999999: Perimeter=133 Feet 001=s89.4212e 31.00 003=n89.4212w 31.00 002as00.1748w 3550 004=00.1748e 35.50 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 18 of 23 31.00 _ 98904T12"e .� 3 00 � $I on n89°42'U*w 31.00 Title: POB 2 Date: 10-31-2025 Scale: 1 inch=20 feet File: Tract 1: 0.025 Acres: 1101 Sq Feet:Closure=n00.0000e 0.00 Feet: Precision>1/999999: Perimeter=133 Feet 001=989.4212e 31.00 003--n89A212w 31.00 002=900.1748w 35.50 004---n00.1748e 35.50 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 19 of 23 ' 37.76 49°42'12"e s� 3 u89042'12"w 37.76 Title: POB 3 Date: 10-31-2025 Scale: 1 inch=20 feet File: Tract 1: 0.033 Acres: 1416 Sq Feet Closwe=n00.0000e 0.00 Feet Precision>1/999999: Perimeter—151 Feet 001=n00.1748e 37.50 003=s00.1748w 37.50 002=s89.4212e 37.76 004--n89.4212w 37.76 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 20 of 23 35.50 sW42'12"e p p=uqq � pp O EP• ti O M O� � e•1 tl n89'42'12"w 35.50 Title: POB 4 Date: 10-31 2025 Scale: 1 inch=20 feet File: Tntct 1: 0.025 Acres: 1101 Sq Feet:Closure=n00.0000e 0.00 Feet: Precision>1/999999: Pedmet its =133 Fod 001=s00.1748w 31.00 003=a00.1748e 31.00 002--n89.4212w 35.50 004=s89.4212e 35.50 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 21 of 23 ' 35.50 s89042'12"e 8 nW42'12"w 35.50 Title: POB 5 Date: 10-31-2025 Scale: I inch=20 feet File: Tract 1: 0.025 Acres: 1101 Sq Feet Closure=n00.0000e 0.00 Feet Precision>1/999999: Perimeter-133 Feet 001=900.1748w 31.00 003=n00.1748e 31.00 002=n89.4212w 35.50 004=s89.4212e 35.50 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 22 of 23 i 25.17 3 o • g s n89°22Ww 25.17 Title: POB 6 Date: 10-31-2025 Scale: l inch=20 feet File: Tract 1: 0.012 Acres: 503 Sq Feet Closure=n00.0000e 0.00 Feet: Prxision>1/999999: Perimeter= 90 Feet 001=s89.2250e 25.17 003=n89.2250w 25.17 002—s00.3710w 20.00 004—�00.3710e 20.00 Instrument # 2025-079840 12/03/2025 08:06:29 AM Page 23 of 23 20.00 s89024116"e s 3 $ 4n y N W a89m,50-w 20.00 Title: POB 7 Date: 10-31-2025 Scale: 1 inch=20 feet File: Tract 1: 0.009 Acres: 400 Sq Feet:Closure=900.3627w 0.01 Feet~ Precision=1/9594: Perimeter= 80 Feet 001=n89.2250w 20.00 003=s89.2416e 20.00 002=n00.3544e 20.00 004=9003S44w 20.00