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Home My WebLink About10-09-25-9.2 - Resolution - 10/09/2025RESOLUTION NO. 10-09-25-9.2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, AUTHORIZING THE CHANGE IN USE OF PARKLAND PROPERTY FOR THE CONSTRUCTION OF SANITARY SEWER LINES WITHIN CERTAIN CITY OF COLLEGE STATION PARKLAND PROPERTY. WHEREAS, the Texas Parks and Wildlife Code Chapter 26.001: PROTECTED LAND; NOTICE OF TAKING et. seq. establishes the requirements for the use or taking of land currently designated and used as a park, recreation area, scientific area, wildlife refuge, or historic site; and WHEREAS, the pursuant to the Interlocal Agreement (ILA) between the City of College Station and the City of Bryan, and as a necessary step to taking the City of College Station Valley Park Lift Station offline, the City of Bryan is planning to construct sanitary sewer lines that will additionally provide access for sewer service to property located within the College Station city limits, generally located southwest of F&B Road; and WHEREAS, certain portions of the sanitary sewer lines will need to run along the northern boundary of certain College Station parkland known as the Memorial Cemetery of College Station, generally located southwest of Harvey Mitchell Parkway and northwest of Raymond Stozer Parkway; and WHEREAS, in compliance with statutory requirements recited above, public notice and a public hearing were held where all interested persons present who were entitled to speak did so speak; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the facts and recitations set forth in the preamble of this resolution are hereby declared true and correct. PART 2: That the City Council of the City of College Station, Texas, hereby determines there is no feasible and prudent alternative to the use of part of the northern boundary of the Memorial Cemetery of College Station generally located southwest of Harvey Mitchell Parkway and northwest of Raymond Stozer Parkway in College Station for the installation of the sanitary sewer lines, as set forth in Exhibit "A" attached hereto. PART 3: That the City Council of the City of College Station, Texas, hereby determines that the use of the parkland as described in this resolution includes all reasonable planning to minimize harm to the parkland. PART 4: That, based upon the above, the City Council of the City of College Station, Texas, hereby approves the use of a portion of the Memorial Cemetery of College Station generally located southwest of Harvey Mitchell Parkway and northwest of Resolution No. 10-09-25-9.2 Page 2 of 10 Raymond Stozer Parkway for the establishment of an area for the construction of the sanitary sewer lines, as set forth herein. PART 5: That this resolution shall take effect immediately from and after its passage. ADOPTED this 9th day of October 2025. ATTEST: City Secretary �66' A. �Ws(,e.,f City Attorney APPROVED: MA?OR Resolution No. 10-09-25-9.2 Page 3 of 10 t LINE LI L2 L3 L4 L5 L6 L7 L8 L9 LTO ill 112 L13 L14 L15 LIE L17 GENERALNDTE5 BEARING N 42'05'10" E 5 47'54'50" E N 42'05'10' E N 47°48'52" W N 42'05'10" E S 47'48'52" E S 42"05'10" W N 47'54'50" W S 42*0510" W N 36'55'56" W N 42'05'10" E N 42'05'10" E N 42'05'1D" E N 42'05'ID' E 5 47'48'52" E 5 42"05'10" W N 36'55'56' W DISTANCE 357.15' 14.00' 267.77' 14.00' 30.00' 44.00' 327.72' 14.00' 332.97' 30.56' 3.14' 253.66' 5.30, 20.00, 50.00, 684.56' 2037' BEARING SYSTEM SHOWN HEREON 15 BASED ON TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (4203), GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION U51NG THE LEICA SMARTNET NAO03 INA20111 EPOCH 2O13 MULTI -YEAR CORS SOLUTION 2 iMVC521. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.130009537 (CALCULATED USING GEOI100), (CMI INDICATES CONTROLLINGMONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOON DAMES. THIS PLAT WAS PREPARED IN IGNIURE710H WITH A FIELD NOTES DESCRIPTION (METES AND BOUN051. THE PLAT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SHEET 10F 2 EXHIBIT A ' r MATCHLINE ti f NIF CHR15TOPHERCOURT. JUSTINN i COURT AND PFYMONCOURT f CALLED 9.993 ACRES / 11930"OPRB1 FI 'f 0 14' WIDE TEMPORARY CONSTRUCTION EASEMENT 0.7B6ACf7E5 /` �'wIDESAHITARY j i! SEWER EASEMENT 0.472ACRfS S/$1AfCNIA®1'Nt70)000 rrnrNaeFNrlusl 111 12 IVINTOFBEGINNIAMW L' 74410t 7ENP. EA5E11�W f/ VARIABLE WIDTH TEMPORARY j f CONSTRUCTION EASEMENT f 0..222AI cS lfi ...........................:.... MEMORIAL{EMEFERY{)f 4 MlG1iAEL IiOHE TSFCI COLLEGE STATION, SECTION MC2x q AT, 1175V294 DP RBCT ..1....v I ) 65 SURVEY PLAT OF A 30' WIDE SANITARY SEWER EASEMENT, A 14' WIDE TEMPORARY CONSTRUCTION EASEMENTAND A VARIABLE WIDTH TEMPORARY CONSTRUCHON EASEMENT OVER, ACROSS AND UPON SECTION MC2x OF THE MEMORIAL CEMETERY OF COLLEGE STATION (117521294 OPRBCT) 10HN H. JONES LEAG U E SU RVEY, ABSTRACT 26 COLLEGE STATION, BRAZOS CDUNTY, TEXAS SCWAINCH=Sr FEET SURYEY ➢ALE: 05-13-2D241 FIAT DATE: 05-30-2D25 JOB NUMBER 25-U15231 LAU NAME:25-05B EXHIBIT E IN4 POINT FILE: URANCH21-GRI0(ton!];24.557Njohl DRAWN BY: WU CHECKED 8Y; MK PREPARED BY: NEAR SURVEYING, LLL 'When une Person 5FaINI5 TBPE{5 FIRM PI00I8500 Tna BRIAREHE57 DRIVE, BRYAN. TEXAS77BO2 10 4a In over anolheT, the PHONE, t9791288.31% fads must he uncovered' SUBV£YBLilN[RpSURYEYING,ME7 I BERRIANDSNIVEYING.CUM y Vf NIF `/�- LEGEND: EDDIE 5MFFH /�� URBCT= O FFICIAL HELD RUS OF CALLED 10329 ACRES BRAZO5 COUNTY, TEXAS (R348I268 OPRBLI) �� UPRBCT= OFFICIAL PUBLIC RECORDS C F BRA20S (OUNTY, TEXAS �f q 12314W = VOLUME AND PAGE FROM PUDIC COUNTY RECORDS NIF NIF =NOW OR FORMERLY RTHI HOLDINGS CALLED 5.236 ACRE TRACT %% I3 • AFFORD iHFORMATION (1463710190PR8CT) ff� POINTOF3,F61AWM l �� nay 30'*WEk9?A5VT �AYdYAP�YROOE/�If .f/ g� , . 7yd ��o !17"£4.P,7, IEITYOf 0l1ECE STATION Mz?NUMEN r C594 - F64 6FA A5 N3V3ra8'w452.45a) PpINTOF9EGINNING J FORMERLY YAAG7BLEW271H,YMP 1UNIAE-RINMAN NIF FASFAAFiV7 CALLED 1.348 ACRE TRACT GERALD L HINMAN (246112O2OR8CT) i1230912330PRBCTI Resolution No. 10-09-25-9.2 Page 4 of 10 t LINE BEARING DISTANCE LI N 42°05'10" E 357.15' _ L2 5 47°54'50" E 14.00' L3 N 42°05'10' E 2G7.77' J L4 N 47'48'52" W 14.00' L5 N 42'051W E 3D.DD' L6 547'48'52'E 44.00' NIF L7 542°05-1D' W 327.72' TEXA5AGM UNIVER5ITY SCALE:1" = 60' LEI N47'54'SD'W 14.00' CALLED29.1aAEREs (H721308 pR6CIT L9 5 42'05'10" W 332.97' LID N 36°55'56" W 30.56' VARIABLE WIDTH L11 N 42°05'10" E 9.14' TEMPORARY L12 N 42°05'10" E 253.66' j CONSTRUCTION L13 N 42°05'10" E 5.00, EASEMENT L14 N 42°05'10" E 20.00, L15 0.222ACRE5 115 547'48'52"E SO.001 ---------- ^ fj�� LIE 5 42-05.10" W 684.56' J / 117 N 36°5S'S6" W 20.37' L6 L4 __ ___ N� L13 GENERAL NOTES 30' WIDE SANITARY irl (�J{ I SEWER EASEMENT BEARING SYSTEM SHOWN HEREON 15 BASED ON TEXAS ! O.�N72ACRE5 COORDINATE SYSTEM OF 1983, CENTRAL ZONE (4203), GRIB 12YAW11PE IM i� FY NORTH AS ESTABLISHED FROM GPS OBSERVATION USING THE FFA'L£CGRA" LEILA SMARTNET NADB3 INA2011j EPOCH 2010 MULTI YEAR PwRNAYROV •�� MEMORIAL CEMETERY OF CURS SOLUTION2(MVE52). / qq COLLEGE STATION, 5ECTIO N MI DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS WF �A (PLAT, fln21294 OPRBLT) IU57IN OTHERWISE NOTED, TO OBTAIN GRID DISTANCES (NOT AREAS) CHRISTOPHER COUAT, DIVIDE BY A COMBINED SCALE FACTOR OF 1.011009537 COURT AND PEYTON COURT f (CALCULATEOUS; NGEOlO12B}. MED9.993ACRES Gi� j19395115 OPRDCTI 'f �i (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD / NOTES DESCRIPTION (METES AND BOUNDS). THE PLAT AND MATCHLINE — FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. 14'WIDETEMPORARY CONSTRUCTION EASEMENT 0r786ACRE5 SHEET 2 OF 2 f� 5URVEY PLAT / l OFA 30' WIDE SANITARY SEWER EASEMENT, A 14' WIDE TEMPORARY CONSTRUCTION EASEMENT AND A VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT LEGEND: OVER, ACROSS AND UPON SECTION MC2X OF O RHIT = OFFICIAL REEDRDSDF THE MEMORIAL CEMETERY OF COLLEGE STATION (117521294 OPREIQ BRAiOS COUNTY,TEXA5 ]OHM H, ]ONES LEAGUE SURVEY, ABSTRACT 25 COLLEGE STATION, BRAZOS COUNTY, TEXAS 0PABCT =OFFICIAL PURLE RECORDS I F SWOS COU n, SCALE: i INCH = 60 FEET TEXAS SURVEY 1AI1:05-11-211241 PLAT HATE: USAWD25 106 N UMRER! 25-06231 END NAYS 2541621EXHIRIT 12314S6 = VOUOME AND PAGE E iNR POI IT DIE; URANCHDG GRID(contY. 24-557(0) FROM PUBLIC COO NFY RECORDS DRAWN BY: WJR 01 ECKfD BY: MN PREPARED BY! SERP SURYEVIN6, LLC NIF = NOW OR FORM ERLY TOPELS FIRMSIDDi95tl6 'When one petsondands MOBRIARLRESTDRIVE. BRYAN.TE8A977BO2 11=RECORD INFORMATION to gain Oyer another, the PHONE! W9I 268-3195 facts mull he uncamk' SORVEY51YHLRRSURYEYING.NE1 I AEBRLAN'DSORYEYING.COLN • Resolution No. 10-09-25-9.2 Page 5 of 10 E (KERR 'SURVEYING FIELD NOTES DESCRIPTION OFA 30' WIDE SANITARY SEWER EASEMENT JOHN H. JONES LEAGUE SURVEY, AB5TRACT 26 COLLEGE STATION, BRAZOS COUNTY, TEXAS Sanitary Sewer Easement A FIELD NOTES DESCRIPTION OF A 30' WIDE SANITARY SEWER EASEMENT IN THE JOHN H. ]ONES LEAGUE SURVEY, ABSTRACT 26, IN COLLEGE STATION, BRAZO5 COUNTY, TEXAS, OVER, ACROSS AND UPON SECTION M12x OF THE MEMORIAL CEMETERY OF COLLEGE STATION FILED IN VOLUME 11752, PAGE 294 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOU NOS AS FOLLOWS: BEGINNING at a 112 inch iron rod found in the southeast line of a called 5.236 acre tract of land described in a deed to RTHI Holdings recorded in Volume 14637, Page 189 (OPRBCT), at the north corner of a called 1348 acre tract of land conveyed to Gerald Leon Kinman in Volume 123U9, Page 233 (OPRBCT) as previouslg described in a deed to Junia E Hinman recorded in Volume 2461, Page 202 of the Official Records of Brazos County, Texas (ORBIT) and the west corner of said Section MC2x, from which the City of College 5tatior monument 1594-164 bears N 30D 31' 48" W. a distance of 2,512,04 feel; THENCE, with the northwest line of said Cemetery, N 42' 05' 9" E, for a distance of 357.15 feet in a point, from which a 518 inch iron rod found bent at the east corder of a called 10.329 acre tract of land described in a deed to Eddie Smith recorded in Volume B348, Page 268 (OPRBCT] and the south corner of a called 9.993 acre tract of [arid described in a deed to Christopher Court, Justin Court and Payton Court recorded in Volume 19385, Page 75 (OPRBCT) bears N 42° 05'1D" E, a distance of 9.14 feet; THENCE, crossing said Cemetery tract, the following three (3) courses and distances. 1] 5 47' 54' 50" E, a distance of 14.00 feet to a point; 2) N 42' 05' 10" E, a distance of 267.77 feet to a point; and 3] N 47' 48, 52" W, a distance of 14.00 feet to a point in the common line of said Section MC2x and a called 29.14 acre tract of land described in a deed to Texas A5M University recorded in Volume 1172, Page 300 (ORBCT), from which a 12 inch fence corner post found at the common corner of said Texas ASM University tract and said Court tract bears 5 42' 05' 10" W, a distance of 5.00 feet; THENCE, with said common line, N 42' 05' 10" E, for a distance of 30.00 feet to a point for the north corner hereof; 25-0623 SS.docx 11�a., Resolution No. 10-09-25-9.2 Page 6 of 10 THENCE, crossing said Cemetery tract, thefollowing four (4) courses and distances. 1) 5 47' 48' 52" E, a distance of 44.00 feet to a point; 2) 5 42' 05' 10" W, a distance of 327.72 feet to a point; 3) N 47' 54' 50" W, a distance of 14.00 feet to a point; and 4) 5 42n 05'10" W, a distance of 332.97 feetto a point in the common line of said Section MC2x and said Kinman tract, from which a 318 inch iron rod found in a 4 inch concrele monument, at the east corner of said Kinman tract, hears S 36' S5' S6" E, a distance of 432.4S feet, THENCE, with said common line, N 35' SS' 56" W, for a distance of 30.56 feet tc the P01NT OF BEGINNING hereof and containing U-472 of an acre, more or less. Surveyed an the ground May 2024 under my supervision. See plat prepared lanuary 2025 for other information. The hearing basis for this survey is based an the Texas State Plane Coordinate System of 1983 (NA083j, Central Zone, Grid North as established from GP5 observation using the Leica Smartnet NA083 (NA2011 Epoch 2010 Multi -year LOR5 5olution 2 (MYC52). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.GO009S37 (calculated using GE010128). Reference drawing. 25-0623-Exhibit MIGHAEL ICDi....... IY R`--►E 5/34i25 .q 6531 Michael onetski CDFeSs��`�a� Registered Professional Land Surveyor No. 6531 9efd IZuaV�� KERR SURVEYING Kerr Surveying. LLC 1409 N. Texas Ave. Bryan, TX 77803 Office: (979) 268-31951 Web: www.kerriandsurveiina.com 5urveus4kerrsurveuino.net I TBPELS Firm No.10018500 25.0623 SS.docx 21 '• Resolution No. 10-09-25-9.2 Page 7 of 10 (KERR SURVEYING FIELD NOTES DESCRIPTION OF A 14' WIDE TEMPORARY CONSTRUCTION EASEMENT )OHN H. )ONES LEAGUE SURVEY, ABSTRACT 26 COLLEGE STATION, BRAZOS COUNTY, TEXAS Temporary Easement A FIELD NOTES DESCRIPTION OF A 14' WIDE TEMPORARY CONSTRUCTION EASEMENT IN THE )OHN H. !ONES LEAGUE SURVEY, ABSTRACT 26, IN COLLEGE STATION, BRA2O5 COUNTY, TEXAS, OVER, ACROSS AND UPON SECTION MC2x OF THE MEMORIAL CEMETERY OF COLLEGE STATION FILED IN VOLUME 11752, PAGE 294 OF THE OFFICIAL RECORDS OF BRA205 COUNTY, TEXAS (ORBCTj; SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 112 inch Iron rod found in the southeast line of a called 5,236 acre tract of land described in a deed to i Holdings recorded in Volume 14637, Page 189 (OPRBC% at the north corner called 1,348 acre tract of land conveyed to Gerald Lean Kinman in Volume 12309, Page 233 (OPRBCTj as previously described in a deed to Junia E. Hinman recorded in Volume 241 Page 202 of the Official Records of Brazos County, Texas (ORBCTj and the west corner of said Section MC2x; THENCE, with the northwest line of said Cemetery, N 42" US' 10" E, for a distance of 357,15 feet to a point for the POINT OF BEGINNING hereof, from which the City of College Station monument 1594-11 hears N 38' 35' 43" W, a distance of 2,429.36 feet THENCE, continuing with the northwest line of said Cemetery, N 42" O5' 10" E, fora distance of 9.14 feet to a 5/8 inch iron rod found pent at the east corner of a called 10,329 acre trail of land described in a deed to Eddie Smith recorded in Volume 8348, Page 268 (0PRBCT) and the south corner of a called 9.993 acre tract of land described in a deed to Christopher Court, Justin Court and Payton Court recorded in Volume 19305, Page 75 (01 THENCE, with the common line of said Cemetery and said 9.993 acre tract, N 42' 05' 10" E, for a distance of 253.66 feet to a 12 inch fence corner post found at the west corner of said 9.993 acre tract, same being the south corner of a called 29.14 acre tract of land described in a deed to Texas A&M University recorded in Volume 1172, Page 308 {oRBCTI; THENCE, with the common line of said Cemetery and said Texas A5M University tract, N 42105' 10" E, for a distance of 5.00 feet to a point for the north corner hereof; 25-0623 Tempi.docx Resolution No.10-09-25-9.2 Page 8 of 10 THENCE, crossing said Cemetery tract, the following three (3) courses and distances: 1) 5 47" 48' 52" E, a distance of 14.00 #pet to a point for the east corner hereof; 2) 5 42' 05' 10" W, a distance of 267.77 feet to a paint for the south corner hereof; and 3) N 47" 54' SO" W, a distance of 14.00 feet to the POINT OF BEGINNING hereof and containing 0.086 of an acre, more or less. Surveyed on the ground May 2024 under my supervision. See plat prepared January 2025 for other information. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zane, Grid North as established from GP5 observation using the Leica Smartnet NA083 )NA2011) Epoch 2010 Multi -year COR5 5olution 2 (MY152). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009537 (calculated using GEOID12B). Reference drawing: 24-557-5. MICHAEL K(3wETSKI ,� ........ ..............:... ..o fi531 v 4� Michael H netski Sl3D125 qti sEs$!O . � SLIFty� Registered Profess+anal Land Surveyor Nu.6531 KERR SURVEYING Herr Surveying, LLC ) 409 N. Texas Ave. Bryan, TX 77803 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveuslakerrsurveuinu.net ) TBPELS Firm No.10016506 25-0623_Templ.docx 2 1 P a g e Resolution No. 10-09-25-9.2 Page 9 of 10 Temporary Easement (K E R R FIELD NOTES DESCRIPTION `SURVE LNG OFA VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT JOHN H. JONES LEAGUE SURVEY, ABSTRACT 26 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF A VARIABLE WIDTH TEMPORARY CONSTRUCTION EASEMENT IN THE JOHN H. )ONES LEAGUE SURVEY, ABSTRACT 26, IN COLLEGE STATION, BRA20S COUNTY, TEXAS, OVER, ACROSS AND UPON SECTION MC2x OF THE MEMORIAL CEMETERY OF COLLEGE STATION FILED 1N VOLUME 11752, PAGE 294 OF THE OFFICIAL RECORDS OF BRA20S COUNTY, TEXAS (DRBCT); SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 112 inch iron rod found in the southeast line of a called 5.236 acre tract of land described in a deed to RTHJ Holdings recorded in Volume 14637, Page 109 (OPRBCT), at the north corner of a called 1.34E acre tract of land conveyed to Gerald Leon Hinman In Volume 12309, Page 233 (UPRBCT) as previously described in a deed to Junia E. Hinman recorded in Volume 2461, Page 202 of the Official Records of Brazos County, Texas (ORBCT) and the west corner of said Section MC2x; THENCE, with the common line of said Cemetery and said Hinman Tract, S 36" 55' S6" E, for a distance of 30.56 feet to a point for the POINT OF BEGINNING hereof, from which the City of College Station monument C594-164 bears N 30' 35' 25" W, a distance of 2,542.41 feet; THENCE, crossing said Cemetery tract, the following four (4) courses and distances: 1) N 42' 05' 10" E, a distance of 332.97 feet to a point, 2) 5 47° 54' 50" E, a distance of 14.00 feet to a point; 3) N 42' 05' 1O" E, a distance of 327.72 feet to a point; and 4) N 41" 48' 52" W, a distance of 44,00 feet to a point in the common line of said 5ectian MC2x and a called 29.14 acre tract of land described in a deed to Texas A&M University recorded in Volume 1172, Page 308 (ORBCT), from which a 12 inch fence corner post found at the south corner of said 29.14 acre tract bears 5 421 05'10" W, a distance of 35.00 feet THENCE, with the common line of said Cemetery and said 29.14 acre tract, N 42' 05' 10" E, for a distance of 20.OD feet to a point for the north corner hereof; 25.0623_Temp2.docx Resolution No. 10-09-25-9.2 Page 10 of 10 THENCE, crossing said Lemetery trod, the following two (2) courses and distances: 1) 5 47" 48' 52" E, a distance of 50.00 feet to a point for the east corner hereof; and 2) 5 42' 05' 10" W, a distance of 684.56 feet to a point in the common fine of said Cemetery and said Kinman tract for the south corner hereof, from which a 3/8 inch iron rod found in a 4 inch concrete monument, at the east corner of said Kinman tract, bears 5 36' 5515613 E, a distance of 412-08 feet; THENCE, with said common line, N 36° 55' 56" W, for a distance of 20.37 feet to the POINT OF BEGINNING hereof and containing 0-222 of an acre, more or less. 5urveyed on the ground May 2024 under my supervision- See plat prepared January 2025 for other information. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1903 (NAD83), Central Zone, Grid North as established from GP5 observation using the Leka Smartnet NAD83 (NA2011) Epoch 201D Multi -year CORS Solution 2 (MYC52). Distances described herein are surface distances. To obtain grid distances (nut grid areas) divide by a combined scale factor of 1.00DD9537 (calculated using GEOID12B). Reference drawing: 24.557.5. 0.1..TSK1 ...............................531 a� 5130125 { •• aF ,o •; O Michael K netskl 9rjd•�s$•4E~� uF Registered Professional Land Surveyor No- 6531 KERR SURVEYING Kerr Surveying, LLC 14D9 N. Texas Ave. Bryan, TX 77803 Office (979) 260-31951 Web: vwww.kerrtandsurveuino.com 5urveu5ld7kerr5urveuinu.oet I TBPELS Firm No. 10010500 25-0623_Temp2.docx 2 1 P a g e