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Item 4H - Plat RevisionSTATE OF TEXAS COUNTY OF TARRANT KNOW 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 1111 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, Block 1, Gateway Church - 114 Campus, an addition to the City of Southlake, according to the map, plat and/or dedication deed thereof recorded in Instrument Number D210005156 of the Official Public Records of Tarrant County, Texas, said plat limits contain 81.8234 acres being further described 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 southerly southeast corner of said Lot, Block 1 and the most southerly southeast corner of these plat limits, said beginning point having coordinates of NORTHING: 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 southwest line 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 intersection for 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 southwest line 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 a corner of these plat limits, whence a TxDOT concrete highway marker with an aluminum cap bears South 42 degrees 33 minutes 46 seconds East a 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 southwest line 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 of intersection for a corner of these plat limits, whence a TxDOT concrete highway marker with an aluminum cap bears South 89 degrees 53 minutes 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 southwest line 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 intersection for a corner of these plat limits, whence a TxDOT concrete right-of-way marker with an aluminum cap bears North 82 degrees 45 minutes 30 seconds 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 southwest line 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 of intersection 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 seconds East 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 a 1/2-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 RPLS 6453" set in the east right-of-way line of Grace Lane, dedicated with said plat of Gateway Church - 114 campus, for the most westerly southwest corner 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 centerline of 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 plat limits; (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, an arc 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 North 23 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" set at 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, said curve 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 28 seconds 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 westerly northwest 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 RPLS 6453" 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 - 114 campus, 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 angle of 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 a 1/2-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 to the 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 chord bearing 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 "PSC RPLS 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 to the 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 chord bearing 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 "PSC RPLS 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 626.00 feet, 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 minutes 42 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 northerly northeast 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 RPLS 6453" set in the west right-of-way line of Blessed Way, dedicated with said plat of Gateway Church - 114 Campus, for the most easterly northeast 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 a plastic 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 00 minutes 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 plat limits, 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 of South 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 RPLS 6453" 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 minutes 04 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 arc distance 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 43 degrees 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 of tangency 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 of these 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 of these 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 a 1/2-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 of these 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 coordinates called in this description are based on the Texas Coordinate System, North Central Zone 4202, North American Datum of 1983. Distances called in this description are at surface. Areas called in this description are based on calculations made from surface distances. Gateway Church STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared known to me to be the person(s) whose name(s) is(are) subscribed to the above and foregoing instrument, and acknowledged to me that he/she/they executed the same for the pu.tposes and consideration expressed and in the capacity therein stated GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the _ day of 20 Notary Public Commission expires: Marriage Today STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared known to me to be the person(s) whose name(s) is(are) subscribed to the above and foregoing instrument, and acknowledged to me that he/she/they executed the same for the purposes and consideration expressed and in the capacity therein stated GIVEN UNDER MY HAND AND SEAL OF OFFICE on this the— day of , 20 Notary Public Commission expires: MINIMUM FINISH FLOOR STATEMENT "The City of South lake reserves the right to require minimum finish floor elevations on any lot contained within this addition. The minimum elevations shown are based on the most current information available at the time the plat is filed and may be subject to change. Additional lots, other than those shown, may also be subject to minimum finish" FLOOD STATEMENT: I have examined the F.E.M.A. Flood Insurance Rate Map for Tarrant County, Texas Map Number 48439CO085K and 48439CO105K Community Number 480612, effective date 09-25-2009 and that map indicates 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 city ordinance 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 agree to 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 the responsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, Texas Water Code STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: WHEREAS, Marriage Today hereinafter called "Owner" (whether one or more), is the owner of that certain 4.9978-acre tract of land situated in Southlake within the extraterritorial jurisdiction of the City of Southlake, Tarrant and Denton Counties, Texas, being more particularly described hereon as Lot 1R1, Block 1 hereon for all purposes: and WHEREAS, Gateway hereinafter called "Owner" (whether one or more), is the owner of that certain 76.8256-acre tract, situated in Southlake within the extraterritorial jurisdiction of the City of Southlake, Tarrant and Denton Counties, Texas, being more particularly described as Lot 1R2, Block 1 hereon for all purposes: NOW, THEREFORE, in consideration of the sum of ONE AND 00/100 ($1.00) DOLLAR, and other good and valuable 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 municipal corporation, hereinafter call "City", from any and all claims for damage of any kind that Owner(s) may now have or may hereinafter have in the future by reason of the passage of all aircraft ("aircraft" being defined for the purposes of this instrument as any contrivance now known or hereinafter, invented, used, or designed for navigation 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 taking off from, or operating at or on the Dallas/Fort Worth International Airport; and Owners do hereby fully having remiss, and release any right or cause of action which it may now have or which it may in the future have against the 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 the operation of aircraft landing at, or taking off from. or the operation and/or maintenance of aircraft or aircraft engine 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 interest with regard to said property located in or in the extraterritorial jurisdiction of the City of Southlake, Tarrant County, 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_ _ Owner(s) (Marriage Today) Owner(s) (Gateway Church) SURVEYOR'S CERTIFICATION KNOW ALL MEN BY THESE PRESENTS: THIS IS TO CERTIFY THAT I, SAMUEL WYATT, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE 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 PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION. OF srFRF �+-9 ................................ SAMUEL WYATT 0 6453 •••7 .'•••• <9•�O ESS\ ..."o F O SUR SAMUEL WYATT ,REGISTERED PROFESSIONAL LAND 9b-*MOR #6453 SURVEYED: JULY 06, 2021 UTILITY COMPANY APPROVALS We the undersigned, as duly authorized representatives of the respective utility companies, hereby express no objection to the abandonment of the easements so noted on this plat, said easements being previously recorded in. of the Records of County, Texas. TXU/ONCOR Signed: Printed Name: Title: Date: ATMOS ENERGY Signed: Printed Name: Title: Date: SPECTRUM/CHARTER Signed: Printed Name: Title: Date: AT&T (SBC) Signed: Printed Name: Title: Date: ONE SOURCE Signed: Printed Name: Title: Date: VERIZON/FRONTIER Signed: Printed Name: Title: Date: TRI COUNTY ELECTRIC Signed: Printed Name: Title: Date: Approved by the Planning & Zoning Commission Date:. Chairman: P&Z Secretary:. Approved by the City Council Date: Mayor:. City Secretary: VICINITY MAP NOT TO SCALE SOUTHLAKE > J G a o J 2 Y w = Q ' w E. HIGHLAND STREET 0 z F 00 BLVD SITE LOCATION Z J J U HCRES CT GRAPEVINE tc �v > N Q o a� z co 0 F \ _ _— PLAT REVISION LOTS 1R1 & 1R2, GATEWAY CHURCH - 114 CAMPUS AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 81.8234 ACRES SITUATED IN THE RICHARD EADS SURVEY, ABSTRACT NUMBER 481, THOMAS MAHAN SURVEY, ABSTRACT NUMBER 1049, TARRANT COUNTY, TEXAS BEING 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, TEXAS AND ALL OF A TRACT OF LAND DESCRIBED IN THE DEED TO MARRIAGE TODAY RECORDED IN INSTRUMENT NUMBER D216301084, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS PREPARED: JULY 06, 2021 TOTAL NUMBER OF LOTS: 2 RESIDENTIAL LOTS: 0 FILED AS INSTRUMENT# DATE OWNERS, GATEWAY CHURCH 500 S. NOLEN DRIVE, SUITE 300 SOUTHLAKE, TEXAS 76092 MARRIAGE TODAY 115 GRAND AVE.,SUITE 213 SOUTHLAKE, TEXAS 76092 PAGE 1 OF 2 w Z) z W J J O ry ry Q U 10 CARROLL INDEPENDENT SCHOOL DISTRICT 11 9 8 OAKS ADDITION FIRST FILING VI L. 388-26, PG. 56, D.IR.T.C.T. 6 3 4 5 OAKS A DITION 18 SECOND FILING VOL. 388-35, PG. 52, D.R.T.C.T. 16 19 20 BOVOO�RKwD �EVgR_ L=5.48' R=1030.00' N41 °56'33"E N41 °56'33"E 11.90, 12.96' 10.33' N39° 10'51 "W DRAINAGE EASEMENT 31.32' 6.03' N48°03'27"W INSET "A" 15.00' ' 61� i 1"=50' 20' UTILITY EASEMENT / �y0 pal h` oo ti co w ! r (V cq N "S�f N59°39'08"E 19.84' o N29°16'40"W / o 5.89' �'ti DRAINAGE S61°23'45"W EASEMENT 17.41' i� �N N30°20'52"W V 15.00' S59°39'08"W 11.31' S29°16'40"E 17.77' N61°34'26"E 17.44' 15.32' U� Y 00 Z 06m0_~ �m� uj d LO Q0 _j N:7,033,052.83 E: 2,388.616.34 y 140 0 I �v 2 e'IN '�° o s s�s ��'' °o, /b o o N vy �o)°u' 2'''• O CO N ^ s9 i28,, F- z ZLu �� wU)D- c Z � H J0�� �orc °00 QG7> U LOT 1 BLOCK 4 N00° 14'52"W 57.41' N� co F N JIr,NCq H n 2 a2 v 0 LOT 1, BLOCK 5 4.9978 ACRES S40°31'38"W z40' LOT 1 R1 73.46' w �qST Q PERMANENT VARIABLE J J WIDTH ACCESS EASEMENT ^ o M �� R'7 0 - \ W N INSTRUMENT NO. D218249011 ^ %� Cie .3S �300 4 ch S12°23'05"W 2 4 °' U I L=34.48' 120.98' s2° �uj Ssg 02„ cr R=65.00' rn j °6- 694 81 � < �� � �o\oF° 33, F w R 135 00' `aow� a� A5/,/ o DRAINAGE AND N w o n Q / DETENTION EASEMENT M io N o N L=27.96' o INSTRUMENT NO. D217024318 M" _'j, w z v 7 00 ti o�Cb /y� DRAINAGE O co 6g'40 E O O ^/ham' EASEMENT Z Z 81 CO N°28'2 / ^40 / b� ly E N78°17'37"E �j"� / 110 123. N6j�29 $ 127 29' S76°48 53"W 8.61' Sg1°23,51„W _ 17'37"W 7.84' 9�0 S78�10.92 L=71.62' L=16.80' R=135.00' cV / S 32�31 R=65.00' EASEMENT CURVE N 1� DRAINAGE klR���O o R� SZO Cye4�30°3000, CNs60 490 0 S44 3 S8 4s- F EASEMENT 41.56' 1 HAROLD I. KNIGHT / VOL. 3018, PG. 579 LLJ co S39°22'53"W 70.37' ---,.,/ cV L=13.61' 8Sj cM 3l21' 3"W RICHARD EADS SURVEY R=100.00' C) _ 4` ABSTRACT No. 481 r�" Z 1.21' Rc 303 / ,b 4T lcS 40' 62.18'S6- 4a \4- 00, \ \ 7�Sp \ 24' EMERGENCY ACCESS, / / \ \ \ �'iy4'?10 v00 ° \ \ \ \ COMMON ACCESS & / R=30 00' \ \ \ e``S67¢428' N86°26'33"W \ lam. \ \ UTILITY EASEMENT h ^" y� 76, _ 58.76' �\�vy2s.\ ^'^�� ��Qi/ \\ \ 6780342� 4-50060, sag°1p 1 E S58°25'02"E L=708.48' 15.00' p ^ /yy \ \ 31.32, so, \°' �/ �'\�2 R=720.00' DRAINAGE \ i \c� c5 - - - - - _ UTILITY EASEMENT L \ ! - - EASEMENT \6 S\ _ - - - - - - _ S31°34'44"W o EMERGENCY ACCESS, \'0 9� SEE INSET "A" 15' SANITARY �cP s\ <. i L=721.10' 46.13' /� o COMMON ACCESS & P°S\ 9S O� ( ) ' (ti � s � // "� � \ • 20' UTILITY ' ko o ^ ,� SEWER EASEMENTQ\ 93.84 R=696.00' v�� / UTILITY EASEMENT v0��� \ ��, <� 6,5 00' / S \ EASEMENT / co p• O N . �\ \ j 6 \ - �/�(SEE INSET „A„)� i co N p N �(\ \ 0 Sj\ N 02'\ A, ems\ \ R=30.00' L=80.17' R=30.00' - N)6630 R=54.00' 24' EMERGENCY ACCESS, \ j �., / \ \ ! COMMON ACCESS & \ DRAINAGE L=49.02' Q\\ `2s UTILITY EASEMENT EASEMENTlz2 R=30.00�� ; \ \20 .00 I �`� j (SEE INSET "A") � \`60\� 15' WATER S0, q, 24' EMERGENCY ACCESS, COMMON r'ry IV CV 00 \ S67°17'27"W \r'�\EASEMENT 0ACCESS N^�/��'� L=49.02' \ 29 58 136.01'g&UTILITY EASEMENTR=30.00' \ 10'X10'WATERS89°17'38"W \� EASEMENT R=1014.00' � �� L=44.28' LOT 1 R 2 /� R=30.00' L=44.28' / / \ \ \ to R=30.00' / ` L'' \ I ^o o \ \ \ 76.8256 ACRES \ \R` '- ��� y63j $ L=49.02' S67°17'27"W -c o \SO, Rl�� \ 00 y6333 y R=30.00' \ \ 0 28.91' \\ 6 10'x10' WATER o S / ESMT. �8,9 - s\ \�� \ 0r ina ch \ \ \ \O'\�cc / i� S81 °35'20 ,E 10.00' 0 6y�> / / \ \ \ j `� a`1 1 co o c 194. 72- - y% o I c j� M \\ \ Nyyi 35 S11°44'57"W� \i��� cpc1 \ 2�3 20.88' / L=7.50' \ \ N56°03'23"E ` �' I I N31°26'34"W \ 6/ \ 61.50' 1 I cJ 10'X10' I m e 53.57' \ 0 15' WATER ESMT. 1 fO \ \ DRAINAGE 3�� %� /�\ \ I _ WATER I I ii u EASEMENT /610� / \ o. EASEMENT J � \ O \ � 00 L=48.03' S / �\\ ` I co L=22.58' R=30.00' / / w / I I l I \�� R=20.00' S88°08'20"W - `- - 0J u? I M M of co S88°08'20"W �a co N u n T M 33.83' cr \ w b c1 N 'I P, co _ N88°08'20"W p u u - L_19.94'-i a/cbGJ tMf _ °ON R w u of _�� 404.9T ---- -- \ '6 MN/ rye' -� I L=22.58' r szo\ \ \ N88018'05"E _ cn° o �.1 oN R=20.00' Q\ \ \ o� - - 198.94' ��� / /o.o. S06°49-08 It 171.08' 24' EMERGENCY ACCESS, L S87°55'01"E COMMON ACCESS & I �v \ ` 57.61' DRAINAGE ESMT. 182.66' UTILITY EASEMENT o \ � S35°36'13"W // N56°26'37"W / �` I � y L=24.00' o N15017'41"W DRAINAGE n / °� o \� r/ 67\ R 389.00' cy o ss7 0.37' EASEMENT N30°02'24"W,8 7.00' ?o8° OtA \ 3 I vq /cinv Go rc V C b 9A• `N75°21'01"W S` -% hhc 58.31' O, 15' SANITARY SWER 437.00' o �S45°22'38"W EASEMENT 25�� L=49.02' S26°52'49"W 94--�\ � �\ 22.00' 46.67� W \R=30.00' 89 N2305540"W 93.35' e_44.62\ °_3ce�b 6\ 46.67' N7916'1"°'"�2ti4 R=30.00' A�2.99,IN 23.00' s° ,°S,7 3 �\10 06.1 9"R4300' 01 F\ \ CARROLL INDEPENDENT SCHOOL DISTRICT Y w 1 40' LOT 1, BLOCK 2 Ait° \\Tl� \ 0S\cSj \ \ L=49.02' J7) / "",^y - - 9 � \y \ R=30.00' Rv ii N00°00'00"E ��do\ \ - 184.12' i�h% 21.51' - - \ S58°59'56"E \-582°53'S5"E - - - N86°30'21"E - - - O n \ / SANITARY SEWER EASEMENT O� �.5, v' G� \ \eG 6.53' 175.96'- y- 5_16' 285.70' i o / TO THE CITY OF SOUTHLAKE S82°53'S5" hti'/ /s\ 63 �NO3°29'39"W / S58°59'56"E E ?y \7 VOLUME 15766, PAGE 379 23.46' '51.14' /\53.06' 13.92� - (SEE INSET "B") _ N86°30'21"E - qCC��/ 67.55' \ - 79sO� 243.75' 00 0/y \ \ N6' p0 / - - - - - - 2d' T JJ \ \\ \ 6% / / 5 \'pL ����\c?S�'3y�F,1,C'co 5A 56°j L=183.33' R=162445' CHB=S43°52'43"W \\ \ \ \ \ -lw-_L-44.96' PCCESS \ \\2 /p4o CH=182.70' R=30.00' E�G�GG�SN� S52°1 8"E 53 / N22°58'00"W rih 76.39' \ \ �� v S89°34'00"E y (Z' DRAINAGE \\ \ DRAINAGE 22.95' EASEMENT 7/ 2O�p"N00°26'00"E Fy �yj 32.49'�� / ti \\ GT \G2p � O \ \ l c83 1b . / 6 6 6 °' -_ 8 SO, oc ��' U Z Z U 6•. 9 F v QJI_� GL \\sco \ L=62.86' ^4' / R=74.50' \sib Ir-N W W U) N31 °58'57"W �� p� / c0 > > m \ \\ 45.54' ^mph / / W in ED \ \ POINT OF \\ ` / >~ ~> \\ \ / cU) \ BEGINNING / �� o x0 x a GREENWAY-BERK PARTNERS, LP N: 7,030,178.26 / ¢ W = VOL. 16666, PG. 244 E: 2,389,665.26 S81 0 0- a Q °22'08"W Q Q � 69.85' Q , Q NORTH 0 0 150' 300' 450' 600' 750' ~ FILED AS INSTRUMENT# DATE SURVEYOR'S CERTIFICATION PLAT REVISION LOTS 1R1 & 1R2, GATEWAY CHURCH - 114 CAMPUS AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 81.8234 ACRES SITUATED IN THE RICHARD EADS SURVEY, ABSTRACT NUMBER 481, THOMAS MAHAN SURVEY, ABSTRACT NUMBER 1049, TARRANT COUNTY, TEXAS BEING 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, TEXAS AND ALL OF A TRACT OF LAND DESCRIBED IN THE DEED TO MARRIAGE TODAY RECORDED IN INSTRUMENT NUMBER D216301084, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS PREPARED: JULY 06, 2021 TOTAL NUMBER OF LOTS: 2 RESIDENTIAL LOTS: 0 VICINITY MAP NOT TO SCALE SOUTHLAKE Z I f° w w = � z E. HIGHLAND STREET J U a tQ u 9 006 BLVD SITE LOCATION z 0 a Ln 0 H R r CT m w GRAPEVINE Lu 1709 E o� cu 0 z _ A KNOW ALL MEN BY THESE PRESENTS: THIS IS TO CERTIFY THAT I, SAMUEL WYATT, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE 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 PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION. S� NOTES: 1. THE CITY OF SOUTHLAKE RESERVES THE RIGHT TO REQUIRE MINIMUM FINISH FLOOR ELEVATIONS ON ANY LOT CONTAINED WITHIN THIS ADDITION. THE MINIMUM ELEVATIONS SHOWN ARE BASED ON THE MOST CURRENT INFORMATION AVAILABLE AT THE TIME THE PLAT IS FILED AND MAY BE SUBJECT TO CHANGE. ADDITIONAL LOTS, OTHER THAN THOSE SHOWN, MAY ALSO BE SUBJECT TO MINIMUM FINISH FLOOR CRITERIA. 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 3. THE OWNERS OF CORNER LOTS SHALL MAINTAIN SIGHT TRIANGLES IN ACCORDANCE WITH THE CITY OF SOUTHLAKE SUBDIVISION ORDINANCE. 4. THIS PLAT IS SUBJECT TO DRAINAGE ACCEPTANCE AGREEMENT RECORDED IN INSTRUMENT NO. D209248161, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS. 5. BEARINGS ARE RELATIVE TO THE ORIGINAL PLAT OF GATEWAY CHURCH - 114 CAMPUS AS MEASURED AND CALCULATED BETWEEN FOUND MONUMENTS ON THE GROUND. COORDINATES ARE BASED ON THE TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983. DISTANCES SHOWN HEREON ARE AT SURFACE. AREAS SHOWN HEREON ARE BASED ON CALCULATIONS MADE FROM SURFACE DISTANCES. PAGE 2OF2 REGISTERED PROFESSIONAL LAND SURVEYOR #6453 LUBBOCK, TEXAS SURVEYED:JULY 06, 2021