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Item 17 - Plat RevisionLAND SURVEYORSTATE OF TEXASREGISTEREDPROFESSIONALSAMUEL :YATT4MINIMUM FINISH FLOOR STATEMENT"The City of South lake reserves the right to require minimum finish floor elevations on any lot containedwithin this addition. The minimum elevations shown are based on the most current information available atthe time the plat is filed and may be subject to change. Additional lots, other than those shown, may also besubject to minimum finish"PLAT REVISIONLOTS 1R1 & 1R2,GATEWAY CHURCH - 114 CAMPUSAN ADDITION TO THE CITY OF SOUTHLAKE, TARRANTCOUNTY, TEXAS81.8234 ACRES SITUATED IN THERICHARD EADS SURVEY, ABSTRACT NUMBER 481,THOMAS MAHAN SURVEY, ABSTRACT NUMBER 1049,TARRANT COUNTY, TEXASBEING A REVISION OF LOT 1, GATEWAY CHURCH - 114 CAMPUS,AN ADDITION TO THE CITY OF SOUTHLAKE,TARRANT COUNTY, TEXAS AS RECORDED IN INSTRUMENT NUMBER D210005156,OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXASANDALL OF A TRACT OF LAND DESCRIBED IN THE DEED TO MARRIAGE TODAY RECORDED IN INSTRUMENT NUMBER D216301084, OFFICIAL PUBLIC RECORDS,TARRANT COUNTY, TEXASPREPARED: JULY 06, 2021TOTAL NUMBER OF LOTS: 2RESIDENTIAL LOTS: 0TXU/ONCORSigned:Printed Name:Title:Date:ATMOS ENERGYSigned:Printed Name:Title:Date:SPECTRUM/CHARTERSigned:Printed Name:Title:Date:AT&T (SBC)Signed:Printed Name:Title:Date:FLOOD STATEMENT: I have examined the F.E.M.A. Flood Insurance Rate Map for Tarrant County, Texas MapNumber 48439C0085K and 48439C0105K Community Number 480612, effective date 09-25-2009 and that mapindicates that this property is within "Non-Shaded Zone X" defined as "Areas determined to be outside the 0.2%annual chance floodplain" as shown on Panels 0085 & 0105 K of said map.Note: Selling a portion of any lot within this addition by metes and bounds is a violation of state law and cityordinance and is subject to fines and withholding of utilities and building permits.Note: No Finished Floor Elevation data was determined by this plat.Note: The City of Southlake shall NOT be liable for any claims, damages, or losses which may occur on account of:flooding or inundation of any such lots so reclaimed, and the owner and subsequent owner of any such lots agreeto release the City from any and all such claims, damages and losses.Note: Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person of theresponsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, TexasWater CodeSTATE OF TEXASCOUNTY OF TARRANTKNOW ALL MEN BY THESE PRESENTS:WHEREAS, Marriage Today hereinafter called "Owner'' (whether one or more), is theowner of that certain 4.9978-acre tract of land situated in Southlake within the extraterritorial jurisdiction of theCity of Southlake, Tarrant and Denton Counties, Texas, being more particularly described hereon as Lot 1R1,Block 1 hereon for all purposes:andWHEREAS, Gateway hereinafter called "Owner'' (whether one or more), is theowner of that certain 76.8256-acre tract, situated in Southlake within the extraterritorial jurisdiction of the Cityof Southlake, Tarrant and Denton Counties, Texas, being more particularly described as Lot 1R2, Block 1 hereonfor all purposes:NOW, THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR, and other good andvaluable consideration, the receipt and sufficiency of which is hereby acknowledged and confessed, Owner(s)do(es) hereby waive, release, quitclaim, and forever hold harmless the City of Southlake, Texas, a municipalcorporation, hereinafter call "City'', from any and all claims for damage of any kind that Owner(s) may now haveor may hereinafter have in the future by reason of the passage of all aircraft ("aircraft" being definedfor the purposes of this instrument as any contrivance now known or hereinafter, invented, used, or designed fornavigation of or flight in the air) by whomsoever owned and operated, in the air space above Owner's property,as hereon before described, and above the surface of Owner's property such noises, vibration. fumes, dust, fuel,and lubricant particles, and all other effects that may be caused by the operation of aircraft landing at or takingoff from, or operating at or on the Dallas/Fort Worth International Airport; and Owners do hereby fully havingremiss, and release any right or cause of action which it may now have or which it may in the future have againstthe City, whether such claim be for injury to person or damage to property due to noises, vibration, fumes, dust,fuel and lubricant particles, and all the other effects that may be caused or may have been caused by theoperation of aircraft landing at, or taking off from. or the operation and/or maintenance of aircraft or aircraftengine at or on said Dallas/Fort Worth International Airport.It is agreed that this release shall be binding upon the Owner, their heirs and assigns, and successors in interestwith regard to said property located in or in the extraterritorial jurisdiction of the City of Southlake, TarrantCounty, running with the land, and shall be recorded in -the Deed Records of Tarrant County or Denton County,as appropriate, Texas.Executed this __ day of ______ , A.D., 20_ _UTILITY COMPANY APPROVALSWe the undersigned, as duly authorized representatives of the respective utility companies, herebyexpress no objection to the abandonment of the easements so noted on this plat, said easements beingOwner(s) (Marriage Today)ONE SOURCESigned:Printed Name:Title:Date:VERIZON/FRONTIERSigned:Printed Name:Title:Date:TRI COUNTY ELECTRICSigned:Printed Name:Title:Date:previously recorded in. of the Records of County, Texas.Approved by the Planning & Zoning CommissionDate:.Chairman:P&Z Secretary:.Approved by the City CouncilDate:Mayor:.City Secretary:Owner(s) (Gateway Church)SURVEYOR'S CERTIFICATIONKNOW ALL MEN BY THESE PRESENTS:THIS IS TO CERTIFY THAT I, SAMUEL WYATT, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THESTATE OF TEXAS, HAVING PLATTED THE ABOVE SUBDIVISION FROM AN ACTUAL SURVEY ON THE GROUND,AND THAT ALL LOT CORNERS AND ANGLE POINTS AND POINTS OF CURVATURE SHALL BE PROPERLYMARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME ORUNDER MY DIRECT SUPERVISION.Gateway ChurchSTATE OF TEXASCOUNTY OF TARRANTBEFORE ME, the undersigned authority, on this day personally appeared known to me to be the person(s) whosename(s) is(are) subscribed to the above and foregoing instrument, and acknowledged to me that he/she/theyexecuted the same for the pu.tposes and consideration expressed and in the capacity therein statedGIVEN UNDER MY HAND AND SEAL OF OFFICE on this the __ day of ________ , 20 __FILED AS INSTRUMENT# DATESAMUEL WYATT ,REGISTERED PROFESSIONAL LAND SURVEYOR #6453SURVEYED: JULY 06, 2021OWNERS,GATEWAY CHURCH500 S. NOLEN DRIVE, SUITE 300SOUTHLAKE, TEXAS 76092Notary PublicCommission expires:STATE OF TEXASCOUNTY OF TARRANTKNOW ALL MEN BY THESE PRESENTS:That certain real property described by metes and bounds as follows:Plat limits description of Gateway Church - 114 Campus, Lots 1R1 and 1R2, Block 1, an addition to the City of Southlake, Tarrant County, Texas,situated in the Richard Eads Survey, Abstract Number 481 and the Thomas Mahan Survey, Abstract Number 1049, being a replat of Lot 1, Block1, Gateway Church - 114 Campus, an addition to the City of Southlake, according to the map, plat and/or dedication deed thereof recorded inInstrument Number D210005156 of the Official Public Records of Tarrant County, Texas, said plat limits contain 81.8234 acres being furtherdescribed by metes and bounds as follows:BEGINNING at a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set in the northeast right-of-way line of State Highway 114,described in a right-of-way deed recorded in Volume 13672, Page 28 of the Deed Records of Tarrant County, Texas, at the most southerlysoutheast corner of said Lot, Block 1 and the most southerly southeast corner of these plat limits, said beginning point having coordinates ofNORTHING: 7,030,178.26 and EASTING: 2,389,665.26, Texas Coordinate System, North Central Zone 4202, North American Datum of 1983;(1)THENCE North 49 degrees 06 minutes 16 seconds West, along the northeast right-of-way line of said State Highway 114 and the southwestline of said Lot 1, Block 1, a distance of 464.37 feet to a TxDOT concrete highway marker with an aluminum cap found at a point of intersectionfor a corner of these plat limits;(2)THENCE North 22 degrees 58 minutes 00 seconds West, along the northeast right-of-way line of said State Highway 114 and the southwestline of said Lot 1, Block 1, a distance of 76.39 feet to a “MAG” nail with a washer stamped “PSC RPLS 6453” set at a point of intersection for acorner of these plat limits, whence a TxDOT concrete highway marker with an aluminum cap bears South 42 degrees 33 minutes 46 seconds Easta distance of 0.5 feet;(3)THENCE North 44 degrees 36 minutes 23 seconds West, along the northeast right-of-way line of said State Highway 114 and the southwestline of said Lot 1, Block 1, a distance of 673.24 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point ofintersection for a corner of these plat limits, whence a TxDOT concrete highway marker with an aluminum cap bears South 89 degrees 53minutes 58 seconds East a distance of 0.63 feet;(4)THENCE North 75 degrees 21 minutes 01 seconds West, along the northeast right-of-way line of said State Highway 114 and the southwestline of said Lot 1, Block 1, a distance of 58.31 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point of intersectionfor a corner of these plat limits, whence a TxDOT concrete right-of-way marker with an aluminum cap bears North 82 degrees 45 minutes 30seconds East a distance of 0.4 feet;(5)THENCE North 44 degrees 23 minutes 11 seconds West, along the northeast right-of-way line of said State Highway 114 and the southwestline of said Lot 1, Block 1, a distance of 487.49 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point ofintersection for a corner of these plat limits, whence a found 1/2-inch iron rod with a plastic cap bears South 58 degrees 37 minutes 33 secondsEast a distance of 0.34 feet;(6)THENCE North 31 degrees 26 minutes 34 seconds West, along the southwest line of said Lot 1, Block 1, a distance of 53.57 feet to a1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point of intersection for a corner of these plat limits;(7)THENCE North 44 degrees 23 minutes 11 seconds West a distance of 196.13 feet to an “MAG” nail with a washer stamped “PSC RPLS 6453”set for the most southerly southwest corner of said Lot 1, Block 1 and the most southerly southwest corner of these plat limits, whence a found“X” cut on concrete bears South 72 degrees 03 minutes 44 seconds West a distance of 7.53 feet;(8)THENCE North 00 degrees 14 minutes 52 seconds West a distance of 57.41 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS6453” set in the east right-of-way line of Grace Lane, dedicated with said plat of Gateway Church - 114 campus, for the most westerly southwestcorner of said Lot 1, Block 1 and the most westerly southwest corner of these plat limits, whence an “X” cut on concrete found in the centerlineof said Grace Lane bears North 89 degrees 17 minutes 37 seconds West a distance of 68.57 feet;(9)THENCE North 43 degrees 53 minutes 28 seconds East, along the east right-of-way line of said Grace Lane and the west line of said Lot 1,Block 1, a distance of 96.41 feet to a “MAG” nail with a washer stamped “PSC RPLS 6453” set at a point of curvature for a corner of these platlimits;(10)THENCE northeasterly, along the east right-of-way line of said Grace Lane, the west line of said Lot 1, Block 1, and a curve to the left, anarc distance of 450.53 feet, said curve having a radius of 640.00 feet, a delta angle of 40 degrees 20 minutes 01 seconds, a chord bearing of North23 degrees 43 minutes 27 seconds East and a chord distance of 441.29 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” setat a point of tangency for a corner of these plat limits;(11)THENCE North 03 degrees 33 minutes 27 seconds East, along the east right-of-way line of said Grace Lane and the west line of said Lot 1,Block 1, a distance of 686.49 feet to a 1/2-inch iron rod with a plastic cap found at a point of curvature for a corner of these plat limits;(12)THENCE northeasterly, along the east right-of-way line of said Grace Lane and a curve to the right, an arc distance of 271.40 feet, saidcurve having a radius of 560.00 feet, a delta angle of 27 degrees 46 minutes 03 seconds, a chord bearing of North 17 degrees 26 minutes 28seconds East and a chord distance of 268.75 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set for the most westerlynorthwest corner of said Lot 1, Block 1 and the most westerly northwest corner of these plat limits, said point having coordinates of NORTHING:7,033,052.84 and EASTING: 2,388,616.34, Texas Coordinate System, North Central Zone 4203, North American Datum of 1983;(13)THENCE North 79 degrees 58 minutes 20 seconds East a distance of 26.96 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS6453” set for the most northerly northwest corner of said Lot 1, Block 1 and the most northerly northwest corner of these plat limits;(14)THENCE southeasterly, along the south right-of-way line of East Kirkwood Boulevard, dedicated with said plat of Gateway Church - 114campus, along the north line of said Lot 1, Block 1 and a curve to the right, an arc distance of 208.05 feet, a radius of 1030.00 feet, a delta angleof 11 degrees 34 minutes 23 seconds, a chord bearing of South 46 degrees 03 minutes 38 seconds East and a chord distance of 207.69 feet to a1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point of reverse curvature for a corner of these plat limits, whence a found“X” cut on concrete bears North 44 degrees 36 minutes 56 seconds East a distance of 47.60 feet;(15)THENCE southeasterly, along the south right-of-way line of East Kirkwood Boulevard, the north line of said Lot 1, Block 1 and a curve tothe left, an arc distance of 705.74 feet, said curve having a radius of 1130.00 feet, a delta angle of 35 degrees 47 minutes 02 seconds, a chordbearing of South 58 degrees 09 minutes 57 seconds East and a chord distance of 694.33 feet to a 1/2-inch iron rod with a plastic cap marked “PSCRPLS 6453” set at a point of reverse curvature for a corner of these plat limits;(16)THENCE southeasterly, along the south right-of-way line of East Kirkwood Boulevard, the north line of said Lot 1, Block 1 and a curve tothe right, an arc distance of 551.00 feet, said curve having a radius of 1030.00 feet, a delta angle of 30 degrees 39 minutes 01 seconds, a chordbearing of South 60 degrees 43 minutes 58 seconds East and a chord distance of 544.45 feet to a 1/2-inch iron rod with a plastic cap marked “PSCRPLS 6453” set at a point of reverse curvature for a corner of these plat limits;(17)THENCE southeasterly, along the south right-of-way line of East Kirkwood Boulevard, and a curve to the left, an arc distance of 626.00feet, said curve having a radius of 1130.00 feet, a delta angle of 31 degrees 44 minutes 28 seconds, a chord bearing of South 61 degrees 16 minutes42 seconds East and a chord distance of 618.03 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set for the most northerlynortheast corner of said Lot 1, Block 1 and the most northerly northeast corner of these plat limits;(18)THENCE South 39 degrees 10 minutes 51 seconds East a distance of 31.32 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS6453” set in the west right-of-way line of Blessed Way, dedicated with said plat of Gateway Church - 114 Campus, for the most easterlynortheast corner of said Lot 1, Block 1 and the most easterly northeast corner of these plat limits, whence a found 1/2-inch iron rod with aplastic cap bears South 11 degrees 55 minutes 34 seconds East a distance of 0.65 feet and a found “X” cut on concrete bears South 87 degrees 00minutes 26 seconds East a distance of 40.73 feet;(19)THENCE South 00 degrees 42 minutes 22 seconds East, along the west right-of-way line of said Blessed Way and the east line of said Lot 1,Block 1, a distance of 719.13 feet to a “MAG” nail with a washer stamped “PSC RPLS 6453” set for a point of curvature for a corner of these platlimits, whence a found “X” cut on concrete bears South 40 degrees 20 minutes 20 seconds East a distance of 107.24 feet;(20)THENCE southwesterly, along the west right-of-way line of said Blessed Way, the east line of said Lot 1, Block 1, and a curve to the right,an arc distance of 515.97 feet, said curve having a radius of 560.00 feet, a delta angle of 52 degrees 47 minutes 28 seconds, a chord bearing ofSouth 25 degrees 41 minutes 22 seconds West and a chord distance of 497.91 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS6453” set at a point of reverse curvature for a corner of these plat limits, whence a found “X” cut on concrete bears South 17 degrees 50 minutes04 seconds East a distance of 11.50 feet;(21)THENCE southwesterly, along the west right-of-way line of Blessed Way, the east line of said Lot 1, Block 1 and a curve to the left, an arcdistance of 183.33 feet, said curve having a radius of 640.00 feet, a delta angle of 16 degrees 24 minutes 45 seconds, a chord bearing of South 43degrees 52 minutes 43 seconds West and a chord distance of 182.70 feet to a “MAG” nail with a washer stamped “PSC RPLS 6453” set at a point oftangency for a corner of these plat limits;(22)THENCE South 35 degrees 40 minutes 21 seconds West, along the west right-of-way line of said Blessed Way and the east line of said Lot 1,Block 1, a distance of 95.08 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point of intersection for a corner ofthese plat limits;(23)THENCE South 38 degrees 32 minutes 05 seconds West, along the west right-of-way line of Blessed Way and the east line of said Lot 1,Block 1, a distance of 200.25 feet to a 1/2-inch iron rod with a plastic cap marked “PSC RPLS 6453” set at a point of intersection for a corner ofthese plat limits;(24)THENCE South 35 degrees 40 minutes 21 seconds West, along the west right-of-way line of said Blessed Way, a distance of 293.18 feet to a1/2-inch iron rod with a plastic cap found at the most easterly southeast corner of said Lot 1, Block 1, for the most easterly southeast corner ofthese plat limits;(25)THENCE South 81 degrees 22 minutes 08 seconds West a distance of 69.85 feet to the POINT OF BEGINNING. Bearings and coordinatescalled in this description are based on the Texas Coordinate System, North Central Zone 4202, North American Datum of 1983. Distances calledin this description are at surface. Areas called in this description are based on calculations made from surface distances.Marriage TodaySTATE OF TEXASCOUNTY OF TARRANTBEFORE ME, the undersigned authority, on this day personally appeared known to me to be the person(s) whosename(s) is(are) subscribed to the above and foregoing instrument, and acknowledged to me that he/she/theyexecuted the same for the purposes and consideration expressed and in the capacity therein statedGIVEN UNDER MY HAND AND SEAL OF OFFICE on this the __ day of ________ , 20 __Notary PublicCommission expires:MARRIAGE TODAY115 GRAND AVE.,SUITE 213SOUTHLAKE, TEXAS 76092Parkhill.comTBPELS FIRM REGISTRATION NO. 10194091114114SOUTHCREST CTMIRON DRSUMMIT AVESTANHOPE CTKIMBALL AVEST EMILION CTGRACE LNCENTRAL AVEKIMBALL AVES NOLEN DRSTATE STSHADY LNN CARROLL AVE1709BLVDBLESSED WAY17091709E. KIRKWOODSITE LOCATIONE. HIGHLAND STREETSOUTHLAKEGRAPEVINEPAGE 1 OF 2 LOT 1R1200.25'S38°32'05"WS35°40'21"W 293.18'N49°06'16"W 464.37'N44°23'11"W 487.49'N44°23'11"W 196.13'N03°33'27"E 222.17'S00°42'22"E 719.13'(VARIABLE WIDTH PUBLIC RIGHT-OF-WAY)VOL. 13672, PG. 0028RICHARD EADS SURVEYABSTRACT No. 481N44°36'23"W 673.24'BLESSED WAYGRACE LANESTATE HIGHWAY 11424' EMERGENCY ACCESS, COMMONACCESS& UTILITY EASEMENT15' WATER ESMT.101.31'121.73'152.87'EASTKIRKWOODBOULEVARD10'x10' WATERESMT.112.27'514.10'10.00'404.97'312.99'S65°02'11"E310.10'N56°03'23"E223.67'286.49'S33°26'25"W275.86'S35°40'21"W95.08'S89°17'38"W136.01'130.38'N35°18'36"E294.22'S31°34'58"W338.23'LOT 1R2L=183.33'R=640.00'∆=16°24'45"CHB=S43°52'43"WCH=182.70'DRAINAGE ESMT.10' UTILITY ESMT.50' BUILDING LINE50' BUILDING LINE50' BUILDING LINE10' UTILITY EASEMENT10' UTILITY EASEMENTN03°33'27"E 464.32'N81°28'29"E68.40'N47°53'56"E199.69'S42°06'04"E70.00'S47°53'56"W199.69'S78°17'37"W110.92'S63°29'12"W170.37'N63°29'12"E129.84'N78°17'37"E110.92'L=27.96'R=200.00'N6757'16"E68.65'L=19.23'R=200.00'N73°27'51"E48.56'N6527'26"E38.35'L=55.91'R=200.00'91.70'S65°30'33"W127.29'S81°23'51"W123.19'S76°48'53"W159.00'S31°50'42"WN12°58'14"E153.72'S40°31'38"W73.46'S12°23'05"W120.98'S12°58'14"W146.34'L=34.89'R=135.00'L=34.48'R=65.00'DRAINAGE ANDDETENTION EASEMENTINSTRUMENT NO. D217024318PERMANENT VARIABLEWIDTH ACCESS EASEMENTINSTRUMENT NO. D218249011DRAINAGEEASEMENTDRAINAGEEASEMENTN86°26'33"W31.21'31.21'62.18'N86°26'33"W58.76'L=16.80'R=65.00'N34°28'15"W125.50'156.95'L=93.84'R=65.00'L=80.17'R=54.00'175.41'S34°28'15"E159.54'L=106.97'R=696.00'L=56.87'R=711.00'24' EMERGENCY ACCESS,COMMON ACCESS &UTILITY EASEMENT15' SANITARYSEWER EASEMENTL=708.48'R=720.00'L=721.10'R=696.00'S31°34'44"W46.13'S58°25'02"E15.00'L=45.87'R=30.00'S39°22'53"W70.37'L=13.61'R=100.00'N79°58'20"E26.96'L=274.91'40.44'36.70'40.45'8.61'7.84'41.56'DRAINAGEEASEMENT(SEE INSET "A")20' UTILITYEASEMENT(SEE INSET "A")DRAINAGEEASEMENT(SEE INSET "A")S43°43'32"W30.38'L=50.56'R=30.00'L=78.37'L=500.60'183.30'76.63'15' WATEREASEMENT353.53'S88°08'20"W33.83'L=46.29'R=30.00'L=16.02'L=48.02'R=30.00'L=536.53'R=1074.49'L=47.99'R=30.00'S67°17'27"W28.91'L=48.67'R=30.00'L=303.05'R=1074.49'L=48.03'R=30.00'L=22.58'R=20.00'10'X10'WATEREASEMENTR=300.02'L=51.18'10'X10' WATEREASEMENTL=45.88'R=30.00'24' EMERGENCY ACCESS,COMMON ACCESS &UTILITY EASEMENTEMERGENCY ACCESS,COMMON ACCESS &UTILITY EASEMENTS39°10'51"E31.32'L=430.82'L=19.94'58.09'15' SANITARY SEWEREASEMENTL=182.93'R=720.00'L=90.99'R=300.02'L=22.58'R=20.00'24' EMERGENCY ACCESS,COMMON ACCESS &UTILITY EASEMENTN00°00'00"E21.51'N86°30'21"E285.70'N03°29'39"W13.92'65.16'8.84'SANITARY SEWER EASEMENTTO THE CITY OF SOUTHLAKEVOLUME 15766, PAGE 379(SEE INSET "B")L=87.29'S76°18'16"E23.59'N1341'44"E54.19'DRAINAGEEASEMENT52.31'N43°36'08"W178.87'53.06'63.16'S89°34'00"E22.95'N00°26'00"E32.49'DRAINAGEEASEMENT78.26'47.89'39.77'20' DRAINAGEEASEMENT35.68'L=183.71'R=176.50'N20°41'24"W96.21'24' EMERGENCY ACCESS,COMMON ACCESS &UTILITY EASEMENTL=44.96'R=30.00'67.55'198.35'L=42.79'52.86'15' WATEREASEMENTS52°19'38"E53.23'S81°22'08"W69.85'N22°58'00"W76.39'S26°52'49"W22.00'S59°10'42"W104.08'N56°13'32"W104.08'N23°55'40"W46.67'N79°16'31"W93.35'S45°22'38"W46.67'S82°47'29"W94.25'S57°39'27"W54.62'S59°57'36"W28.60'S35°05'57"E215.38'S58°59'56"E23.46'S82°53'55"E151.14'148.26'L=208.69'R=200.50'L=62.86'R=74.50'N31°58'57"W45.54'N15°17'41"W70.37'N47°31'12"W57.61'N15°06'40"E75.70'N88°18'05"E198.94'N22°25'09"E240.79'N65°28'42"E203.35'S81°35'20"E194.72'S11°44'57"W20.88'S61°07'44"W311.00'S00°05'21"E176.78'S87°55'01"E182.66'N32°22'46"E320.88'S06°49'08"W171.08'S35°36'13"W156.28'S22°30'01"E95.17'N30°02'24"W7.00'94.72'DRAINAGEEASEMENTDRAINAGEEASEMENTL=52.05'S35°05'57"E203.37'S58°59'56"E6.53'S82°53'55"E175.96'25.96'115.15'S09°54'03"W104.72'L=28.64'61.78'28.07'L=50.14'R=30.00'L=17.92'R=449.00'N46°57'39"W24.01'L=26.83'R=473.00'L=44.62'R=30.00'163.43'L=49.02'R=30.00'L=55.44'184.12'165.94'N55°00'00"W275.86'L=24.00'R=389.00'N56°26'37"W61.50'L=379.85'R=327.50'N56°03'23"E61.50'L=7.50'N56°03'23"E275.86'L=49.02'R=30.00'L=749.65'R=696.00'L=49.02'R=30.00'L=423.01'R=312.50'L=44.28'R=30.00'L=84.59'R=413.00'L=44.28'R=30.00'S33°26'25"W223.67'L=49.02'R=30.00'L=186.89'R=696.00'L=49.02'R=30.00'56.53'L=49.02'R=30.00'N75°21'01"W58.31'N31°26'34"W53.57'N00°14'52"W57.41'N43°53'28"E96.41'CARROLL INDEPENDENTSCHOOL DISTRICTVOL. 7748, PG. 1496D.R.T.C.T. CARROLL INDEPENDENTSCHOOL DISTRICT56711483921018191620CARROLL AVENUEOAKS ADDITIONSECOND FILINGVOL. 388-35, PG. 52, D.R.T.C.T.OAKS ADDITIONFIRST FILINGVOL. 388-26, PG. 56, D.R.T.C.T.LOT 1, BLOCK 4HAROLD I. KNIGHTVOL. 3018, PG. 579CARROLL INDEPENDENTSCHOOL DISTRICTLOT 1, BLOCK 5LOT 1, BLOCK 2GREENWAY-BERK PARTNERS, LPVOL. 16666, PG. 244(APPROXIMATE SURVEY LINE)THOMAS MAHAN SURVEY, ABSTRACT No. 1049RICHARD EADS SURVEY, ABSTRACT No. 481(APPROXIMATE SURVEY LINE)L=536.53'R=1074.49'L=269.00'R=720.00'L=534.04'R=720.00'L=155.05'R=389.00'24'24'24'N03°29'39"W13.92'50'40'40'L=83.11'R=98.50'L=246.63'R=696.00'L=224.51'R=720.00'N86°30'21"E243.75'S30°02'24"E23.00'S30°02'24"E7.00'L=71.62'R=135.00'EASEMENT CURVEL=303.42'R=334.50'L=281.65'R=310.50'L=232.47'R=507.50'L=225.60'R=492.50'L=333.56'R=1098.49'L=215.56'R=720.00'L=551.00'R=1030.00'∆=30°39'01"CHB=S60°43'58"ECH=544.45'L=705.74'R=1130.00'∆=35°47'02"CHB=S58°09'57"ECH=694.33'L=208.05'R=1030.00'∆=11°34'23"CHB=S46°03'38"ECH=207.69'L=271.40'R=560.00'∆=27°46'03"CHB=S17°26'28"WCH=268.75'L=450.53'R=640.00'∆=40°20'01"CHB=N23°43'27"ECH=441.29'L=515.97'R=560.00'∆=52°47'28"CHB=S25°41'22"WCH=497.91'C.E.&MARIE EUBANKSVOL.5734, PG. 861D.R.T.C.T.LOT 2,BLOCK 4UTILITY EASEMENT50'50'40'N88°08'20"WS88°08'20"WS67°17'27"W29.58'L=24.00'R=1014.00'L=597.07'R=1098.49'L=626.00'R=1130.00'∆=31°44'28"CHB=S61°16'42"ECH=618.03'4.9978 ACRES76.8256 ACRESN: 7,033,052.83E: 2,388.616.34N: 7,030,178.26E: 2,389,665.26N48°03'27"W15.00'20' UTILITYEASEMENT183.30'76.63'N39°10'51"W31.32'N41°56'33"E12.96'N41°56'33"E11.90'N29°03'52"E ~ 92.55'N50°56'27"E ~ 67.41'S29°03'52"W ~ 101.01'L=5.48'R=1030.00'N41°56'33"E ~ 12.96'S50°56'27"W ~ 56.45'10.33'S90°00'00"W ~ 4.59'DRAINAGE EASEMENTDRAINAGEEASEMENTS29°14'42"E ~ 47.10'S29°16'40"E17.77'N61°34'26"E17.44'6.03'15.32'S00°42'22"E 719.13'S61°23'45"W17.41'N29°16'40"W5.89'S59°39'08"W11.31'N30°20'52"W15.00'N59°39'08"E19.84'INSET "A"1" = 50'BLESSED WAYKIRKWOODBOULEVARD17.26'SANITARY SEWER EASEMENTTO THE CITY OF SOUTHLAKEVOLUME 15766, PAGE 379(SEE INSET)N00°00'00"E21.51'9.84'S85°29'05"W55.25'N90°00'00"E41.63'15' SANITARYSEWER EASEMENTN85°29'05"E21.41'INSET "B"1" = 50'L=32.86'L=17.01'BLESSED WAYN30°05'24"E ~ 108.62'34.67'N30°05'24"E20'Parkhill.comTBPELS FIRM REGISTRATION NO. 10194091SURVEYOR'S CERTIFICATIONKNOW ALL MEN BY THESE PRESENTS:THIS IS TO CERTIFY THAT I, SAMUEL WYATT, A REGISTERED PROFESSIONAL LANDSURVEYOR OF THE STATE OF TEXAS, HAVING PLATTED THE ABOVE SUBDIVISIONFROM AN ACTUAL SURVEY ON THE GROUND, AND THAT ALL LOT CORNERS ANDANGLE POINTS AND POINTS OF CURVATURE SHALL BE PROPERLY MARKED ONTHE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEYMADE BY ME OR UNDER MY DIRECT SUPERVISION._________________________________________________REGISTERED PROFESSIONAL LAND SURVEYOR #6453LUBBOCK, TEXASSURVEYED:JULY 06, 2021NORTHPLAT REVISIONLOTS 1R1 & 1R2,GATEWAY CHURCH - 114 CAMPUSAN ADDITION TO THE CITY OF SOUTHLAKE, TARRANTCOUNTY, TEXAS81.8234 ACRES SITUATED IN THERICHARD EADS SURVEY, ABSTRACT NUMBER 481,THOMAS MAHAN SURVEY, ABSTRACT NUMBER 1049,TARRANT COUNTY, TEXASBEING A REVISION OF LOT 1, GATEWAY CHURCH - 114 CAMPUS,AN ADDITION TO THE CITY OF SOUTHLAKE,TARRANT COUNTY, TEXAS AS RECORDED IN INSTRUMENT NUMBER D210005156,OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXASANDALL OF A TRACT OF LAND DESCRIBED IN THE DEED TO MARRIAGE TODAY RECORDED IN INSTRUMENT NUMBER D216301084, OFFICIAL PUBLIC RECORDS,TARRANT COUNTY, TEXASPREPARED: JULY 06, 2021TOTAL NUMBER OF LOTS: 2RESIDENTIAL LOTS: 00150'300'450'600'750'114114SOUTHCREST CTMIRON DRSUMMIT AVESTANHOPE CTKIMBALL AVEST EMILION CTGRACE LNCENTRAL AVEKIMBALL AVES NOLEN DRSTATE STSHADY LNN CARROLL AVE1709BLVDBLESSED WAY17091709E. KIRKWOODSITE LOCATIONE. HIGHLAND STREETSOUTHLAKEGRAPEVINENOTES:1. THE CITY OF SOUTHLAKE RESERVES THE RIGHT TO REQUIRE MINIMUM FINISHFLOOR ELEVATIONS ON ANY LOT CONTAINED WITHIN THIS ADDITION. THEMINIMUM ELEVATIONS SHOWN ARE BASED ON THE MOST CURRENT INFORMATIONAVAILABLE AT THE TIME THE PLAT IS FILED AND MAY BE SUBJECT TO CHANGE.ADDITIONAL LOTS, OTHER THAN THOSE SHOWN, MAY ALSO BE SUBJECT TOMINIMUM FINISH FLOOR CRITERIA.2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATIONOF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES ANDWITHHOLDING OF UTILITIES AND BUILDING PERMITS.3. THE OWNERS OF CORNER LOTS SHALL MAINTAIN SIGHT TRIANGLES INACCORDANCE WITH THE CITY OF SOUTHLAKE SUBDIVISION ORDINANCE.4. THIS PLAT IS SUBJECT TO DRAINAGE ACCEPTANCE AGREEMENT RECORDED ININSTRUMENT NO. D209248161, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY,TEXAS.5. BEARINGS ARE RELATIVE TO THE ORIGINAL PLAT OF GATEWAY CHURCH - 114CAMPUS AS MEASURED AND CALCULATED BETWEEN FOUND MONUMENTS ON THEGROUND. COORDINATES ARE BASED ON THE TEXAS COORDINATE SYSTEM,NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983. DISTANCESSHOWN HEREON ARE AT SURFACE. AREAS SHOWN HEREON ARE BASED ONCALCULATIONS MADE FROM SURFACE DISTANCES.LAND SURVEYORSTATE OF TEXASREGISTEREDPROFESSIONALSAMUEL WYATT6453PAGE 2 OF 2FILED AS INSTRUMENT# DATE________________________________________