ELECTRONICALLY RECORDED 202000042934 FIRST AMENDMENT TO CONDOMINIUM DECLARATION FOR THE RESIDENCES CONDOMINIUMS STATE OF TEXAS § § COUNTY OF DALLAS KNOW ALL MEN BY THESE PRESENTS: Ado This First Amendment to the Condominium Declaration for The Residences Condominiums (this "Amendment") is certified by The Residences ndominiums Association, Inc., a Texas non-profit corporation, as of this 3rd day of February 2020.
WHEREAS, on August 2, 2019, Savannah TPC Las Colinas Development, LLC, a Texas limited liability company ("Declarant”) recorded that certain Condominium Declaration for The Residences Condominiums under Clerk's File No. 201900201198, Real Property Records, Dallas County, Texas (the Declaration"); and WHEREAS, Declarant desires to amend the Declaration and, pursuant to the terms thereof, being the sole owner of the Units (as defined in the Declaration), has voted in favor of amending the Declaration as outlined below: NOW, THEREFORE, for and in consideration of the mutual benefits to be conferred by this Amendment, the undersigned does hereby certify that the Declaration has been amended as follows: 1. The Plat and Condominium Plans attached to this Amendment as Exhibit B-1 shall be in substitution and replacement of the Exhibit B-1 attached to the Declaration.
Inofficia 2. The Unit Sizes) Ownership Percentages, and Estimated Assessments attached to this Amendment as Exhibit C-I shall be in substitution and replacement of the Exhibit C-1 attached to the Declaration.
Except as modified by the foregoing, the Declaration shall remain in full force and effect. Any capitalized term herein shall have the same meaning as is ascribed to it in the Declaration. This Amendment shall be effective upon the filing of same in the Real
remain in full force and effect. Any capitalized term herein shall have the same meaning as is ascribed to it in the Declaration. This Amendment shall be effective upon the filing of same in the Real Property Records of Dallas County, Texas.
The undersigned certifies that the foregoing Amendment has been duly adopted in accordance with section 82.067(f), Texas Property Code.
The Residences Condominiums Association, Inc.
STATE OF TEXAS COUNTY OF DALLAS Dos cas ess By: Timothy S. Bauinann Its: President opy Before me on this day personally appeared Timothy S. Baumann, President of The Residences Condominiums Association, Inc., a non-profit corporation, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, and in the capacity therein stated.
SEAL Given under my hand and seal of office this 3 day of February 2020.
ANGELA NOTARY STATE EXP. 07MOORE PUBLIC Unofficia Notary Public and for the State of Texas TO BE ATTACHED HERETO AND MADE A PART HEREOF THE FIRST AMENDMENT CONSENT TO AMENDMENT AND SUBORDINATION BY LIENHOLDER PlainsCapital Bank is a Texas state banking association whose address is 18111 Preston Road, Suite 220, Dallas, Texas 75252.
PlainsCapital Bank holds a promissory note signed by Savannah TPC Las Colinas Development, LLC, a Texas limited liability company (Declarant in the foregoing document). The promissory note is secured by a deed of trust lien against, among other property, the real property described in Exhibit A-1 of this Declaration, and certain deed of trust, including without limitation, the certain deed of trust dated September 25, 2019 and is recorded under of the Real Property Records of Dallas Clerk's File No.
s Declaration, and certain deed of trust, including without limitation, the certain deed of trust dated September 25, 2019 and is recorded under of the Real Property Records of Dallas Clerk's File No.
County, Texas.
201900257444 opy By signing this instrument, PlainsCapital Bank consents to the recording of the First Amendment to Declaration of Covenants for The Residences Condominiums Association dated August 2, 2019, which will not be extinguished by foreclosure of the above described liens or any other liens assigned to or for the benefit of PlainsCapital Bank.
Additionally, this Consent to Declaration by Lienholder is the only valid Consent to Declaration by Lienholder and supersedes and replaces all other consents to the Declaration (as may be amended) given by Lienholder.
SIGNED on the date acknowledged below a Texas state banking association official Printed Name: Joey Myers.
Its: Vice President STATE OF TEXAS COUNTY OF DALLAS Before me on this day personally appeared Eric Sonneborn, Senior Vice President of Legacy Texas Bank, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed, and in the capacity therein stated.
Given under my hand and seal of office this 1 day of Tabuary 2018 PUBLIC UCIARY PUR SEAD SHERIE L. LOPEZ Notary Public, State of Texas Notary ID# 12619521-3 My Commission Expires 08-04-2023 Notary Public In and for the State of Texas FIRST AMENDMENT TO CONDOMINIUM DECLARATION FOR THE RESIDENCES CONDOMINIUMS EXHIBIT A-1 Unofficial Copy TRACT 1: THE RESIDENCES CONDOMINIUMS, a Condominium Regime, together with an undivided interest in the appurtenant common elements that may apply, situated in the City of Irving,
T A-1 Unofficial Copy TRACT 1: THE RESIDENCES CONDOMINIUMS, a Condominium Regime, together with an undivided interest in the appurtenant common elements that may apply, situated in the City of Irving, Dallas County, Texas, according to the Condominium Declaration, recorded in Document No.
201900201198, Official Public Records of Dallas County, Texas, as further described by metes and bounds as follows: SITUATED in the State of Texas, County of Dallas, and City of Irving, being part of the G. W.
Clark Survey, Abstract No. 371 and the John Cox Survey, Abstract No. 219, being all of a called 7.731 acre tract conveyed to Salesmanship Club of Dallas by deed recorded in Instrument No. 201100339363 of the Official Public Records of Dallas County, Texas and more particularly described as follows: BEGINNING at a 1/2 inch capped iron rod found for corner in the southerly line of O'Connor Ridge Blvd. (variable width public right-of-way) as dedicated in Instrument No. 201100052913 of the Official Public Records of Dallas County, Texas and marking the northeast corner of said 7.731 acre tract and the northwest corner of Lot 31, Block A of Fairway Vista at Las Colinas Phase 2, an addition to the City of Irving, Dallas County, Texas, according to the plat thereof recorded in Volume 2000224, Page 1538 of the Official Public Records of Dallas County, Texas, said point also being the beginning of a non-tangent curve to the left; THENCE with a common line between said 1 acre tract and said Fairway Vista At Las Colinas Phase 2 as follows: Southwesterly with said curve to the left having a radius of 211.83 feet, a central angle of 17°06 53" are length of 63.27 feet and a chord bearing and distance of South 46°19'34" West, 63.04 feet a point for corner,
th said curve to the left having a radius of 211.83 feet, a central angle of 17°06 53" are length of 63.27 feet and a chord bearing and distance of South 46°19'34" West, 63.04 feet a point for corner, South 24°33'49" West, 119.96 feet to a point for corner, and South 32°29'41" West, 626 98 feet to an point for corner; THENCE with the southeast line of said 7.731 acre tract, the northwest line of said Fairway Vista At Las Colinas Phase 2 and the northwest line of Fairway Vista At Las Colinas Phase 1 an addition to the City of Living, Dallas County, Texas, according to the plat thereof recorded in Volume 98045, Page 106 of the Official Public Records of Dallas County, Texas South 39°34'29" West, 527.67 feet to a point for corner; THENCE with a south line of said 7.731 acre tract and the north line of said Fairway Vista At Las Colinas Phase 1, North 84°10'14" West, 55.30 feet to a point for corner marking the most northerly northwest corner of said Fairway Vista At Las Colinas Phase 1, and a southeast corner of a tract of land conveyed to Bre Las Colinas LLC by deed recorded in Instrument No. 201400028176 of the Official Public Records of Dallas County, Texas; 191591 EXHIBIT "A" PAGE 1 OF 10 THENCE with the southwest line of said 7.731 acre tract and a northeast line of said Bre Las Colinas LLC tract as follows: North 43°18'05" West, 207.02 feet to a Roome capped iron rod set for corner, North 01°14'01" East, 158.94 feet to a Roome capped iron rod set for corner, North 39°34'29" East, 489.71 feet to a Roome capped iron rod set for corner.
North 86°52'14" East, 128.51 feet to a BDD capped iron rod found for corner, North 48°54'38" East, 169.18 feet to a KHA capped iron rod found for corner, North 32°29'41" East, 279.22 feet to a 60d nail found for corner,
t, 128.51 feet to a BDD capped iron rod found for corner, North 48°54'38" East, 169.18 feet to a KHA capped iron rod found for corner, North 32°29'41" East, 279.22 feet to a 60d nail found for corner, South 67°00'25" East, 121.43 feet to a Roome capped iron rod set for corner, and North 24°33'49" East, 129.50 feet to 1/2 inch capped iron rod found for corner in the south right-of-way line of O'Connor Ridge Boulevard; Adc THENCE with the north line of said 7.731 acre tract and said south right of way line as follows: South 65°26'11" East, 60.00 feet to an X found cut in concrete for corner, North 24°33'49" East, 21.56 feet to an X found cut in concrete for corner in a non-tangent curve to the left, and Southeasterly with said curve to the left having a radius of 398.80 feet, a central angle of 03°58'24", an arc length of 27.66 feet and a chord bearing and distance of South 33°01'59" East, 27.65 feet to the POINT OF BEGINNING and containing 336,750 square feet or 7.731 acres of land, more or less.
TRACT 2: Easement Estate created in Emergency Access Basement Agreement executed by and between BF Las Colinas, LP, a Delaware limited partnership, and BF Las Colinas Development, LP, a Delaware limited partnership, recorded under Clerk's File No. 20080387092, Official Public Records, Dallas County, Texas, across the following herein described property: Unofficial A tract or parcel of land situated in the City of Irving, Dallas County, Texas and being part of the G. W. Clark Survey, Abstract No. 271, and the John Cox Survey, Abstract No. 219, and being part of Tracts 3 and 13 of land conveyed to BF Las Colinas, LP by Special Warranty Deed as recorded in Instrument No. 200600326682 of the Official Public Records of Dallas County, Texas, and more particularly described as follows:
d conveyed to BF Las Colinas, LP by Special Warranty Deed as recorded in Instrument No. 200600326682 of the Official Public Records of Dallas County, Texas, and more particularly described as follows: COMMENCING at a 5/8 inch iron rod found for corner in the curving southerly line of O'Connor Ridge Blvd. (variable width private drive), said point being the Northeast corner of said Tract and the Northwest corner of Lot 31, Block A of Fairway Vista at Las Colinas an addition to the City of Irving, Texas, according to the Map or Plat thereof recorded in Volume 2000224, Page 1539 of the Official Public Records of Dallas County, Texas, said corner also being the point of curvature of a non-tangent curve to the right; Phase THENCE in a northwesterly direction along said O'Connor Ridge Blvd. and the northerly line of said Tract 3 and said curve to the right, with a radius of 398.80 feet, an arc length of 27.66 feet, through a central angle of 03° 58' 26", and a chord bearing and distance of North 33° 01' 59" West, 27.65 feet to a point for corner; 191591 EXHIBIT "A" 'A' PAGE 2 OF 10 THENCE South 24° 33' 49" West, continuing along the southerly line of said O'Connor Ridge Blvd. and the northerly line of said Tract 3, a distance of 21.56 feet to the beginning of a non-tangent curve to the left and the POINT OF BEGINNING; THENCE leaving the southerly line of said O'Connor Ridge Blvd., across said tracts 3 and 13 the following courses and distances, to wit: Southwesterly with said curve to the left through a central angle of 22° 39' 47", having a radius of 235.98 feet, a chord bearing and distance of South 39° 05' 28" West, 92.73 feet, an ar distance of 93.34 feet to a point for corner at the end of said curve and the beginning of a curve to the right;
235.98 feet, a chord bearing and distance of South 39° 05' 28" West, 92.73 feet, an ar distance of 93.34 feet to a point for corner at the end of said curve and the beginning of a curve to the right; Southwesterly with said curve to the right through a central angle of 85 48 28", having a radius of 34.00 feet, a chord bearing and distance of South 70° 39' 49" West, 46.29 feet, an arc distance of 50.92 feet to a point for corner at the end of said curve, North 66° 25' 57" West, a distance of 72.42 feet to a point for corner at the beginning of a curve to the left; Southwesterly with said curve to the left through a central angle of 77° 17' 53", having a radius of 74.26 feet, a chord bearing and distance of South 72° 23' 14" West, 92.76 feet, an arc distance of 100.19 feet to a point for corner at the end of sand curve; official Co GOR South 32° 42' 59" West, a distance of 214.37 feet to a point for corner at the beginning of a curve to the right; Southwesterly with said curve to the right, through a central angle of 15° 52' 20", having a radius of 100.00 feet, a chord bearing and distance of South 40° 39'09" West, 27.61 feet, an arc distance of 27.70 feet to a point for corner at the end of said curve; South 48° 15' 12" West, a distance of 143.43 feet to a point for corner at the beginning of a curve to the right; Southwesterly with said curve to the right, through a central angle of 39° 01' 51", having a radius of 80.00 feet, a chord bearing and distance of South 67° 46' 08" West, 53.45 feet, an arc distance of 54.50 feet to a point for corner at the end of said curve; South 87 17' 03" West, a distance of 21.75 feet to a point for corner at the beginning of a non-tangent curve to the left;
an arc distance of 54.50 feet to a point for corner at the end of said curve; South 87 17' 03" West, a distance of 21.75 feet to a point for corner at the beginning of a non-tangent curve to the left; Southwesterly with said curve to the left, through a central angle of 29° 10' 05", having a radius of 115.00 feet, a chord bearing and distance of South 72° 38' 19" West, 57.91 feet, an arc distance of 58.54 feet to a point for corner at the beginning of a non-tangent curve to the left; Southwesterly with said curve to the left, through a central angle of 17° 25' 14", having a radius of 500.00 feet, a chord bearing and distance of South 48° 17' 09" West, 151.44 feet, an 191591 EXHIBIT "A" PAGE 3 OF 10 are distance of 152.02 feet to a point for corner at the end of said curve; South 39° 34' 31" West, a distance of 264.86 feet to a point for corner at the beginning of a curve to the left; Southerly with said curve to the left, through a central angle of 45° 56' 25", having a radius of 160.00 feet, a chord bearing and distance of South 16° 36' 21" West, 124.88 feet, an anc distance of 128.29 feet to a point for corner at the end of said curve; South 06° 21' 52" East, a distance of 18.73 feet to a point for corner at the beginning of a curve to the left; Southeasterly with said curve to the left, through a central angle of 43° 49' 50", having a radius of 288.01 feet, a chord bearing and distance of South 29° 55' 41" East, 214.99 feet, an arc distance of 220.33 feet to a point for corner at the end of said curve South 83° 08' 39" West, a distance of 32.72 feet to a point for corner at the beginning of a non-tangent curve to the right; Northwesterly with said curve to the right, through a central angle of 39° 38' 37", having a
West, a distance of 32.72 feet to a point for corner at the beginning of a non-tangent curve to the right; Northwesterly with said curve to the right, through a central angle of 39° 38' 37", having a radius of 312.01 feet, a chord bearing and distance of North 27° 46' 12" West, 211.60 feet, an arc distance of 215.88 feet to a point for corner at the end of said curve; nofficial Copy North 06° 21' 52" West, a distance of 19.07 feet to a point for corner at the beginning of a curve to the right; Northeasterly with said curve to the right, through a central angle of 45° 56' 25", having a radius of 184.00 feet, a chord bearing and distance of North 16° 36' 21" East, 143.61 feet, an arc distance of 147.53 feet to a point for corner at the end of said curve; North 39° 34' 31" East, a distance of 264.86 feet to a point for corner at the beginning of a curve to the right; Northeasterly with said curve to the right, through a central angle of 17° 26' 39", having a radius of 524.00 feet, a chord bearing and distance of North 48° 17' 51" East, 158.92 feet, an arc distance of 159 53 feet to a point for corner at the beginning of a non-tangent curve to the right; Northeasterly with said curve to the right, through a central angle of 29° 16' 06", having a radius of 139.00 feet, a chord bearing and distance of North 72° 35' 39" East, 70.24 feet, an arc distance of 71.00 feet to a point for corner at the end of said curve; North 87 17' 03" East, a distance of 21.76 feet to a point for corner at the beginning of a curve to the left; 191591 EXHIBIT "A" PAGE 4 OF 10 Northeasterly with said curve to the left, through a central angle of 39° 01' 51", having a radius of 56.00 feet, a chord bearing and distance of North 67° 46' 08" East, 37.41 feet, an arc
AGE 4 OF 10 Northeasterly with said curve to the left, through a central angle of 39° 01' 51", having a radius of 56.00 feet, a chord bearing and distance of North 67° 46' 08" East, 37.41 feet, an arc distance of 38.15 feet to a point for corner at the end of said curve; North 48° 15' 12" East, a distance of 143.51 feet to a point for corner at the beginning of a curve to the left; Northeasterly with said curve to the left, through a central angle of 15° 55' 18", having a radius of 76.00 feet, a chord bearing and distance of North 40° 40' 38" East, 21.05 feet, ana distance of 21.12 feet to a point for corner at the end of said curve; North 32° 42' 59" East, a distance of 214.57 feet to a point for corner at the beginning of a curve to the right; Northeasterly with said curve to the right, through a central angle of 77° 45' 45", having a radius of 98.26 feet, a chord bearing and distance of North 72° 29' 09" East, 123.36 feet, an arc distance of 123.36 feet, an arc distance of 133.36 feet to a point for corner at the end of said curve; South 66° 25' 57" East, a distance of 72.91 feet to the beginning of a curve to the left; fficial Co Northeasterly with said curve to the left, through a central angle of 85° 48' 28", having a radius of 10.00 feet, a chord bearing and distance of North 10° 39' 49" East, 13.62 feet, an arc distance of 14.98 feet to a point for corner at the end of said curve and the beginning of a curve to the right; Northeasterly with said curve to the right, through a central angle of 20° 07' 33", having a radius of 259.98 feet, a chord bearing and distance of North 37° 49' 21" East, 90.85 feet, an arc distance of 91.32 feet to a point for corner at the end of said curve;
angle of 20° 07' 33", having a radius of 259.98 feet, a chord bearing and distance of North 37° 49' 21" East, 90.85 feet, an arc distance of 91.32 feet to a point for corner at the end of said curve; South 65° 26' 11" East, a distance of 26.39 feet to the POINT OF BEGINNING and containing 0.8955 acre (39,008 square feet) of land, more or less.
TRACT 3: Easement Estate created in Access Easement Agreement executed by and between Windsor Ridge Homeowners Association and BF Las Colinas Development, LP, a Delaware limited partnership as recorded under Clerk's File No. 20080387093, Official Public Records, Dallas County Texas across the following herein described property: All that certain lot, tract or parcel of land situated in the John Cox Survey, Abstract No. 219, City of Irving, Dallas, County, Texas, and being known as part of O'Connor Ridge Boulevard as shown on the Final Plat of the Enclave at TPC Las Colinas Phase 2, an addition to the City of Irving, according to the Plat thereof recorded in Volume 99029, Page 67 of the Deed Records of Dallas County, Texas, and being more particularly described as follows: 191591 EXHIBIT "A" PAGE 5 OF 10 BEGINNING at a point for corner at the intersection of the North line of O'Connor Ridge Boulevard (variable width private drive) with the West line of Fuller Drive (60' public R.O.W.); THENCE South 32° 08′ 38" West, a distance of 100.35 feet to a point for corner on the South line of O'Connor Ridge Boulevard, said point being at the beginning of a non-tangent curve to the left having a central angle of 41° 31' 59", a radius of 314.90 feet, and a chord bearing and distance of North 84° 05' 20" West, 223.30 feet; THENCE along the South line of O'Connor Ridge Boulevard the following calls:
ral angle of 41° 31' 59", a radius of 314.90 feet, and a chord bearing and distance of North 84° 05' 20" West, 223.30 feet; THENCE along the South line of O'Connor Ridge Boulevard the following calls: Northerly along said curve to the left for an arc length of 228.27 feet to a point for corner; South 75° 08′ 38" West, a distance of 105.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 16° 30' 00", a radius of 590.01 feet, and a chord bearing and distance of South 83° 23' 38" West, 169.32 feet; Westerly along said curve to the right for an arc length of 169.91 feet to a point for corner at the beginning of a non-tangent curve to the right having a central angle of 57° 29' 19", a radius of 398.80 feet, and a chord bearing and distance of North 59° 47' 49" West, 383.57 feet; Northwesterly along said curve to the right for an arc length of 400.14 feet to a point for corner; nofficial Copy South 24° 33' 49" West, a distance of 21.56 feet to a point for corner; North 65° 26' 11" West, a distance of 60,00 feet to a point for corner; North 24° 33' 49" East for a distance of 72.07 feet to a point for corner at the beginning of a curve to the left having a central angle of 65 05' 35", a radius of 207.19 feet, and a chord bearing and distance of North 58' 59" West, 222.93 feet; Northerly along said curve to the left for an arc length of 235.39 feet to a point for corner; North 40° 31' 46" West, a distance of 150.23 feet to a point for corner at the most easterly corner of Lot 15 of the above cited Enclave Plat; THENCE North 83° 09' 08" East, a distance of 62.52 feet to a point for corner in the North line of O'Connor Ridge Boulevard, said point also being the most southerly corner of Lot 14 of said Enclave Plat;
CE North 83° 09' 08" East, a distance of 62.52 feet to a point for corner in the North line of O'Connor Ridge Boulevard, said point also being the most southerly corner of Lot 14 of said Enclave Plat; THENCE along the North line of O'Connor Ridge Boulevard the following calls: South 40 31' 46" East, a distance of 167.77 feet to a one-half inch iron rod found for corner; North 34° 47' 48" East, a distance of 15.51 feet to a point for corner; 191591 EXHIBIT "A" PAGE 6 OF 10 THENCE along the North line of O'Connor Ridge Boulevard the following calls: South 40° 31' 46" East, a distance of 3.92 feet to a point for corner at the beginning of a curve to the right having a central angle of 30° 40' 52", a radius of 282.19 feet, and a chord bearing and distance of South 25° 11' 42" East, 149.31 feet; Southerly along said curve to the right for an arc length of 151.11 feet to a point for corner South 09° 50' 54" East, a distance of 49.99 feet to a point for corner at the beginning of a curve to the left having a central angle of 32° 30' 28", a radius of 282.50 feet, and a chord bearing and distance of South 26° 06' 08" East, 158.14 feet; Southerly along said curve to the left for an arc length of 160.28 feet to a point for corner; South 47° 38' 38" West, a distance of 15.00 feet to a point for corner at the beginning of a curve to the left having a central angle of 46° 00' 00", a radius of 297.50 feet, and a chord bearing and distance of South 65° 21' 22" East, 232.49 feet; Southeasterly along said curve to the left for an arc length of 238.85 feet to a point for corner at the beginning of a curve to the left having a central angle of 16:30'00", a radius of 490.01 feet, and a chord bearing and distance of North 83° 28' 38" East, 140.63 feet;
eet to a point for corner at the beginning of a curve to the left having a central angle of 16:30'00", a radius of 490.01 feet, and a chord bearing and distance of North 83° 28' 38" East, 140.63 feet; Easterly along said curve to the left for an arc length of 141.11 feet to a point for corner; nofficial Col North 75° 08' 02" East, a distance of 105.00 feet to a point for corner at the beginning of a curve to the right having a central angle of 42° 51 12", a radius of 414.90 feet, and a chord bearing and distance of South 83° 25' 46" East 303.13 feet; Easterly along said curve to the right for an arc length of 310.32 feet to the POINT OF BEGINNING and containing 128, 181 square feet or 2.943 acres of land, more or less.
TRACT 4: Easement Estate created in Utility Easement Agreement executed by and between BF Las Colinas, LP, a Delaware limited partnership, and BF Las Colinas Development, LP, a Delaware limited partnership, as recorded under Clerk's File No. 20080387094, Official Public Records, Dallas County, Texas, across the following herein described property: A tract of land situated in the City of Irving, Dallas County, Texas, and being a portion of the GW. Clark Survey, Abstract No. 371, the John Cox Survey, Abstract No. 219, and the Wm.
R. Laughlin Survey, Abstract No. 786, and being a portion of Tracts 1, 8 and 13 as described in Special Warranty Deed to BF Las Colinas, LP, as recorded in Instrument No.
200600826682 of the Official Public Records of Dallas County, Texas, and also being a portion of Lot 1, Block A of Four Seasons Resort and Club, Second Replat, an addition to the City of Irving, Dallas County, Texas, according to the Plat thereof recorded in Volume 95245, Page 4285, Deed Records, Dallas County, Texas, and further 191591 EXHIBIT "A" PAGE 7 OF 10
addition to the City of Irving, Dallas County, Texas, according to the Plat thereof recorded in Volume 95245, Page 4285, Deed Records, Dallas County, Texas, and further 191591 EXHIBIT "A" PAGE 7 OF 10 described by metes and bounds as follows: BEGINNING at an "X" cut in concrete found for corner at the intersection of the northeasterly line of Byron Nelson Way (formerly known as Mills Lane, a 60 foot wide public right-of-way, with the northwesterly line of Leland Drive (100 foot wide public right-of-way); THENCE North 35 degrees 17 minutes 25 seconds West, along the northeasterly line of said Byron Nelson Way, a distance of 25.00 feet to a point for corner; THENCE North 54 degrees 43 minutes 22 seconds East, departing the northeasterly line of said Byron Nelson Way, a distance of 223.40 feet to a point for corner at the beginning of tangent curve to the left having a radius of 2348.77 feet; THENCE in a northeasterly direction along said curve to the left, an arc distance of 193.69 feet through a central angle of 04 degrees 43 minutes 30 seconds and a chord bearing and distance of North 52 degrees 21 minutes 37 seconds East, 193,64 feet to a point of tangency for corner; THENCE North 49 degrees 59 minutes 52 seconds East, a distance of 96 79 feet to a point for corner; THENCE North 40 degrees 54 minutes 05 seconds West, a distance of 26.65 feet to a point for corner at the beginning of a non-tangent curve to the right having a radius of 200.00 feet; Unofficial Col opy THENCE in a northwesterly direction along said curve to the right, an arc distance of 97.71 feet, through a central angle of 27 degrees 59 minutes 35 seconds and a chord bearing and distance of North 26 degrees 03 minutes 19 seconds West, 96.75 feet to a point of tangency for corner;
f 97.71 feet, through a central angle of 27 degrees 59 minutes 35 seconds and a chord bearing and distance of North 26 degrees 03 minutes 19 seconds West, 96.75 feet to a point of tangency for corner; THENCE North 12 degrees 04 minutes 01 seconds West, a distance of 100.00 feet to a point for corner at the beginning of a non-tangent curve to the left having a radius of 100.00 feet; THENCE in a northwesterly direction along said curve to the left, an arc distance of 42.86 feet, through a central angle of 24 degrees 33 minutes 17 seconds and a chord bearing and distance of North 24 degrees 20 minutes 34 seconds West, 42.53 feet to a point of non-tangency for corner; THENCE North 36 degrees 37 minutes 08 seconds West, a distance of 661.81 feet to a point THENCE North 31 degrees 29 minutes 28 seconds East, a distance of 413.44 feet to a point THENCE North 05 degrees 49 minutes 46 seconds East, a distance of 195.49 feet to a point for corner on the common line between said Tract 13 and Tract 3 as described in a Special Warranty Deed to BF Las Colinas, LP as recorded in Instrument No. 200600326682 of the 191591 EXHIBIT "A" PAGE 8 OF 10 Official Public Records of Dallas County, Texas; THENCE South 43 degrees 18 minutes 05 seconds East, along the common line between said Tract 3 and 13, a distance of 33.06 feet to a capped iron rod for corner; THENCE along the easterly lines of said Tract 8 and said Tract 13 the following courses and distances: South 05 degrees 49 minutes 46 seconds West, a distance of 179.55 feet to a capped from r for corner; South 31 degrees 29 minutes 28 seconds West, a distance of 402.24 feet to a point for commer THENCE along the easterly line of said Tract 1, the following courses and distance:
pped from r for corner; South 31 degrees 29 minutes 28 seconds West, a distance of 402.24 feet to a point for commer THENCE along the easterly line of said Tract 1, the following courses and distance: South 36 degrees 37 minutes 08 seconds East, a distance of 644 91 feet to a 5/8 inch iron rod with yellow cap stamped BDD for corner at the beginning of a non-tangent curve to the right having a radius of 125.00 feet; Along a southeasterly direction along said curve to the right, an are distance of 53.57 feet, through a central angle of 24 degrees 33 minutes 15 seconds, and a chord bearing and distance of South 24 degrees 20 minutes 34 seconds East, 53.16 feet a 5/8 inch iron rod with yellow cap stamped BDD for a non-tangent point for corner; nofficial Copy South 12 degrees 04 minutes 01 seconds East, a distance of 100.00 feet to a 5/8 inch iron rod with yellow cap stamped BDD for corner from which a 1/2 inch iron rod found bears S 70° 15' 35" W, 0.90 feet, said iron rod being at the beginning of a tangent curve to the left having a radius of 175.00 feet; Along a southeasterly direction along said curve to the left, an arc distance of 85.32 feet, through a central angle of 27 degrees 55 minutes 06 seconds, and a chord bearing and distance of South 26 degrees 02 minutes 04 seconds East, 84.48 feet to a 5/8 inch iron rod with yellow cap stamped BDD for a non-tangent point for corner; South 40 degrees 54 minutes 05 seconds East, a distance of 51.86 feet to a 5/8 inch iron rod with yellow cap stamped BDD for corner in the northwesterly line of said Leland Drive; THENCE along the northwesterly line of said Leland Drive and along the southeasterly line of said Tract, the following courses and distances:
for corner in the northwesterly line of said Leland Drive; THENCE along the northwesterly line of said Leland Drive and along the southeasterly line of said Tract, the following courses and distances: South 49 degrees 59 minutes 52 seconds West, a distance of 122.19 feet to a 5/8 inch iron rod with yellow cap stamped BDD for corner at the beginning of a tangent curve to the right having a radius of 2373.77 feet; Along a southwesterly direction along said curve to the right, an arc distance of 195.76 feet, through a central angle of 04 degrees 43 minutes 30 seconds, and a chord bearing and distance 191591 EXHIBIT "A" PAGE 9 OF 10 of South 52 degrees 21 minutes 37 seconds West, 195.70 feet to a 5/8 inch iron rod with yellow cap stamped BDD for the point of tangency from which a capped iron rod bears N 86° 27' 24" W, 3.87 feet; South 54 degrees 43 minutes 22 seconds West, a distance of 223.39 feet to the POINT OF BEGINNING and containing 51,383 square feet or 1.180 acres of land, more or less.
Unofficial Copy 191591 EXHIBIT "A" PAGE 10 OF 10 FIRST AMENDMENT TO CONDOMINIUM DECLARATION FOR THE RESIDENCES CONDOMINIUMS EXHIBIT B-1 PLAT AND CONDOI Unofficial Copy PLOTTED BY YN ROMAND PLOT DATE: GRAPHIC SCALE w 123 1 ancho MOTE THE PURPOSE OF THIS ADMINISTRATIVE AMENDMENT IS TO MODIFY THE BUILDING FOOTPRINTS, DRIVEWAY COMFIGURATION.
PARKING AREAS, ELEVATIONS, LANDSCAPE AREAS AND OTHER SITE IMPROVEMENTS.
ALL OTHER ASPECTS OF CONCEPT PLAN SHALL REMAIN AND BE ENFORCED ACCORDINGLY..
RANCE PROUESTEDUn FOR SETBACK BASED ON MAK -REQUIRED SETBACK OF SETBACK BER 1-HEIGHT PEIGHT 19 OCAINED AS TDISTANCE TO THE MIDPOINT OF THE ROOF 1 HEIGHT OF BUILDING A19 31 THE REQUIRED SETBACK BASED ON THS HEIGHT IS 93-0.
-PROPOSED SETBACK
MAK -REQUIRED SETBACK OF SETBACK BER 1-HEIGHT PEIGHT 19 OCAINED AS TDISTANCE TO THE MIDPOINT OF THE ROOF 1 HEIGHT OF BUILDING A19 31 THE REQUIRED SETBACK BASED ON THS HEIGHT IS 93-0.
-PROPOSED SETBACK VARCE REQUESTED FOR LANDSCAPE BUTTER FROM HERE TOUC TREET.
-RECATED 20 FT PROPOSER SP PROPOSED STOR SEWER MAPE AN EASEMENT RELOCATION NON-USABLE OPEN SPACE PROPERTY LIVE .21 VARIANCE REQUESTEDHEIGHT.
FOR SETBACK, GASED ON MAX - PEQUARED SETBACK 3-0 OF SETBACK PER 10 OF HEIGHT HEIGHT IS DEFINED AS THE DISTANCE TO THE MIDPOINT OF THE ROOF. THE HEIGHT OF BUILDING BIS 31-0" THE HEIGHT IS BIREQUIRED SETBACK BASED ON THIS -PROPOSED 20-0 SETBACK SETU TBACK G BUFFSAPEL ER 24 ACCESS ESMTI 120691 RESIDENT AMENITY ZONE.
USABLE OPEN SPACE FOR CHILDREN AND YOUTH ACTMTIES PROPERTY UNE 23 UTILITY ESMT -viz བབབ = UDING 13,137 SF 2 FLOORS UNITS 16 MAX HT PARKING SPACES PUSDING 22 13,552 SF 2 FLOORS UNITS 36° MAX HT 20 PARKING SPACES VARIANCE REQUESTEDFOR SETBACK BASED ON MAK HEIGHT 3.0° OF SETBACK PER 1'0' OF HEIGHT HEIGHT IS DEFINED AS THE DISTANCE TO THE SEOPORT OF THE ROOF.
THE HEIGHT OF THE BUILDING 1311'-0", REQUIRED SETBACK BASED ON HEICHT IS 3.0 PROPOSED 23-0" SETBACK W M.37 !UTRITY ESLIT 25 UTILITY ESMIT 22644 20 54 1605 UNDERGROUND 16.751 2710 TO UNITE Y T SPA 2 -----25 FIRE LANE 02.46 RAMP TO UNDERGROUND PARKING KAUP TO UNDERGROUND PARKING TRE HYDRANT PER FIRE DEPT REQUIREMENTS BLDG SETBACK VARIES 10 SSWR ESMT GOLF CART PATH TO CLUBHOUSE 11 UNITS SPACE VARIANCE REQUESTEDFOR LANDSCAPE BUFFER FROM HERE TO PUBLIC STREET.
REQUIRED 15FT .PROPOSED SFT ANG 36076717 $3.00 LONGAL VADING 10.362 FLOORS 4 Zones ນ 4-37.65 C-37.85 -2125 1-1537 C-1205 VARIES BLOG SETBACK SECURITY FENCE ES 'PAЯ 1741 1.
14 I AM > + FIRE HYOPANT PER FIRE DEPT REQUIREMENTS
LONGAL VADING 10.362 FLOORS 4 Zones ນ 4-37.65 C-37.85 -2125 1-1537 C-1205 VARIES BLOG SETBACK SECURITY FENCE ES 'PAЯ 1741 1.
14 I AM > + FIRE HYOPANT PER FIRE DEPT REQUIREMENTS FIRE LANE 口 PROPOSED SANITARY SEWER P EASTER AND REPOCATION NO USADE OPEN RACE 5° MIN SETBACK PROPERTY LINE BLOG SETBA 3523 LANDSCAPE BUFFER VARIES 8.00 SETBACK VARES FIRE HYDRANT PER FIRE DENT REQUIREMENTS BLDG. SETBACK VARIES VARIANCE REQUESTED FOR SETBACK BASED ON MAX HEIGHT 1-0 OF 1-0 OF TRACK PER 1'-0" OF HEIGHT.
HEIGHT IS DEFINED AS THE DISTANCE TO THE MIDPOINT OF THE ROOF.
THE HEIGHT OF THE BUILDING IS 31-0. REQUIRED SETBACK PASED ON HEIGHT IS 3-0 PROPOSED 103 AVERAGE SETBACK PROPERTY LINE m M P ANGLGA ZMOFLOOR EX GRADE VARIES EXPOSEDGRADE BEAM PARKING BELOW GRADE 476.00 SECTION AA 1332 1PC OCONNCA RIDGE PD FOUR SEASONS SITE NORTHGATE DR LOCATION MAP 1"=1000' 1007 AVG. BLDG SETBACK VARIES EX. RETAINING WALL TOP OF WALL CLEV-437.25 FFF 500.00 12 ROAD26 ROADWAY TYP PROPERTY LINE 100' AVG. BLOG SETBACK VARIES EXIST NEIGHBORHOOD MIN STREET SETBACK O'CONNOR RD LAY VIDORE ENGINEERING PRELIMINARY FOREVER ONLY et forst CLAYMORE I COMING FACTS DAY QUIT 1900001/201 TPC SAVANNAH IRVING, TEXAS CONCEPT PLAN AA19-0013 for DP NO. 48 CONCEPT PLAN GENERAL SITE PLAN NOTES 2 SETBACK SUFLOOR EXPOSED GRADE BEAM 11 ROADEX. GRADE WAY DEPTH PARKING RFLOW GDE 47 EXPOSED GRADE BEAM 25 ROAD WAY TYP SECTION BA 1332 ALL USES PERMITTED BY SECTION 52-16 WILL BE ALLOWED AND ALL REQUIREMENTS OF SECTION 52-18-a R-MF OF ORDINANCE 1144 AND ANY OTHER O WOTH OF DRIVE DIMENSIONS SHOWN ARE TO INSIDE FACE OF CURG HOT BACK OF CURB TO BDICATE REMEM CLEARANCE PER FIRE DEPARTMENT REQUIREMENTS • ALL PROPOSED PUBLIC AND FRANCHISE UTILITIES LL BE WITHIN EASEMENTS.
OF DRIVE DIMENSIONS SHOWN ARE TO INSIDE FACE OF CURG HOT BACK OF CURB TO BDICATE REMEM CLEARANCE PER FIRE DEPARTMENT REQUIREMENTS • ALL PROPOSED PUBLIC AND FRANCHISE UTILITIES LL BE WITHIN EASEMENTS.
REQUIREMENTS OF ORDINANCE #1144 WILL BE COMPLIED WITH EXCEPT AS INDICATED IN THE SITE DATA SUMMART TABLE G ALL UTILITY LINES CONSTRUCTED CONEPICTION WITH ALL SURFACE MATERIAL SHALL MEET THE MIN STANDARDS FOR THE CITY OF IRVING ALL FENCES, LIGHTING, LUMINARIES AND EXTERIOR AUDITORY SPEAKERS (IF ANY) WEL COMPLY WITH THE CITY OF IRVING ORDINANCES.
PERIMETER LOT LINES MAY BE ADJUSTED AT THE TIME OF PLATTING AS LONG AS NO ADDITIONAL VARIANCES ARE CREATED. THERE WILL NOT BE ANY FUTURE SUBDIVISION OF THIS PROPERTY.
ALL DEVELOPMENT SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE ATTACHED CONCEPT PLAN AND GEVATION DRAWINGS, SETBACKS ON THE EXHIBIT TAKE PRECEDENCE OVER THE MINчUMS INDICATED IN THE SITE DATA TABLE.
ALL DIMENSIONS ARE TO THE FACE-OF CURE FOR PROPOSED IMPROVEMENTS UNLESS OTHERWISE STATED.
THIS DEVELOPMENT SHALL BE UNDERGROUND 10 ALL SIDEWALKSTREET INTERSECTIONS ALONG AN ADA 11 ROUTE WILL HAVE A BARRIER FREE RAUP.
THE MAXIMUM BUILDING HEIGHT AT THE MID POINT OF THE ROOF SHALL BE JS FEET.
12. EACH UNIT SHALL BE EQUIPPED WITH A RID WET FIRE SPRINKLER SYSTEM IN ADDITION THE ATTIC SHALL DE INCLUDED IN THE SPRINGER SYSTEM 13 BRICKLEDGES CHIMNEYS AND OTHER ARCHITECTURAL FEATURES MAY PROJECT INTO THE SIDE YARD AND REAR YARD A MAXIMUM OF 3 FEET NO INTO THE FRONT YARDS FEET.
14 ALL LANDSCAPED AND TURF AREAS SHALL BE IRRIGATED WITH A FULLY AUTOMATED SPRINKLER SYSTEM.
15 THE BUILDING EXTERIORS. MONUMENT SIGNS FENCES.
ALLEY PAVING, DRIVEWAYS, MONUMENTS, AMEATY FEATURES, AS WELL AS ALL LANDSCAPED AND IRRIGATED COMMON AREAS, EXCEPT FOR ENCLOSED REAR YARDS
KLER SYSTEM.
15 THE BUILDING EXTERIORS. MONUMENT SIGNS FENCES.
ALLEY PAVING, DRIVEWAYS, MONUMENTS, AMEATY FEATURES, AS WELL AS ALL LANDSCAPED AND IRRIGATED COMMON AREAS, EXCEPT FOR ENCLOSED REAR YARDS THAT ARE THIN THE LIVETS OF APPROXIMATELY 1.7 CRES ADEFINE THE FINAL PLAT SHALL BE OWNED AND PRIVATELYAINTED BY A PROPERTY OWNER'S ASSOCIATION 16 GARBAGE FOR EACH UT SPL BE COLLECTED BY THE GARBAGE PICKUP SHALL CONFORTO SECTION 33-4 OF VING'S CIVE AND CRIMINAL CODE REFUSE, CARBAGE AND WEEDS Matin cho THIS VEHT.
THE FHANI. SIDE AND REAR ELEVATIONS SHALL BE OF 70 PERGENT MASONRY, ECLUDING DOOR WIDOWS AND OTHER ARCHITECTURAL ELEMENTS.
S PROPERTY IS INTENDED TO BE DEVELOPED FOR OWNERSHIP OCCUPANCYMDER A CONDOM REGIME TO BE WISHED AT THE TIME OF PLATTING 16 ONSITE PARKING AND/OR STORAGE OF BOATS, CAMPERS TRAILERS, RECREATIONAL VEHICLES AND OTHER OVERSIZED VEHICLES IS PROHETED 20 ALL DRIVEWAYS ARE TO BE CURED AND GUTTERED 21 ANY FUTURE COVERED PARG MUST BE HARMONIOUS WITH THE BUILDING ARCHITECTURE IN TERMS OF MATERIALS AND DIALS EXISTING NEIGHBORHOO0 THIS AMENDED SITE PLANPROJECT PLAN IS HEREGT APPROVED IN ACCORDANCE WITH SECTION 52-32E OF ZONING ORDINANCE NO, 114.
STEVENA HELD, DIRECTOR PLANNING AND COMMITY DEVELOPMENT DEPARTMENT CITY OF VINO, TEXAS DATE DESIGN CHECKED SATE SCET SP-1 1 FIRST AMENDMENT TO CONDOMINIUM DECLARATION FOR THE RESIDENCES CONDOMINIUMS EXHIBIT C-1 UNIT SIZES, OWNERSHIP PERCENTAGES AND ESTIMATED ASSESSMENTS Unofficial Copy Approx.
Approx.
Conditioned Outdoor Approx.
Living Total Living Programme Square Square Square d Garage Address/Building Residence Feet* Feet* Feet* Spaces Percentage Interest Estimated Monthly Assessment Level 300 O'Connor Ridge Boulevard VILLA ONE 11 2,590 195 2,785 3 1.57068% S 988.68 Level 1 12 2,561 195 2,756 3 1.55432% $ 978.38
* Feet* Feet* Spaces Percentage Interest Estimated Monthly Assessment Level 300 O'Connor Ridge Boulevard VILLA ONE 11 2,590 195 2,785 3 1.57068% S 988.68 Level 1 12 2,561 195 2,756 3 1.55432% $ 978.38 Level 1 13 2,590 195 2,785 3 1.57068% $ 988.68 Level 1 14 2,590 195 2,785 3 1.57068% $ 988.68 Level 1 15 2,561 195 2,756 3 1.55432% S 978.38 Level 1 16 2,590 195 2,785 3 1.57068% $ 988.68 Lovel 1 21 2,590 195 2,785 3 1.57068% S 988.68 22 2,561 195 2,756 3 1.55432% $ 23 2,590 195 24 2,590 195 25 2,561 195 26 2,590 195 Subtotal 30,964 2,340 310 O'Connor Ridge Boulevard VILLA TWO 11 2,590 195 12 2,561 195 13 2,561 195 14 2,561 195 15 2,590 195 21 2,590 195 22 2,561 195 23 2,561 195 24 2,561 195 25 2,590 195 Subtotal 25,726 1,950 320 O'Connor Ridge Boulevard VILLA THREE 11 2,590 195 12 2,561 195 13 2,561 195 14 2,561 195 15 2.590 195 21 2,590 195 22 2,561 195 23 2,561 24 2,561 25 2,590 Subtotal 330 O'Connor Ridge Boulevard VILLA FOUR 11 12 25,726 2,590 $ 988.68 Level 1 S 978.38 Level 1 $ 978.38 S 978.38 Level 1 Level 1 S 988.68 S 988.68 $ 978.38 S 978.38 Level 1 Level 2 Level 2 Level 2 $ 978.38 Level 2 $ 988.68 Level 2 $ 9,824.98 3 1.57068% $ 988.68 Level 1 3 1.55432% $ 978.38 Level 1 13 14 3 1.55432% $ 978.38 Level 1 3 1.57068% $ 988.68 Level 1 3 1.57068% $ 988.68 Level 2 2,756 3 1.55432% S 978.38 Level 2 2,756 3 1.55432% $ 978.38 Level 2 2.785 3 1.57068% $ 988.68 Level 2 22,164 24 12.50000% S 7,868.22 340 O'Connor Ridge Boulevard VILLA FIVE 195 2,785 3 1.57068% $ 988.68 Level 1 195 2,756 3 1.55432% S 978.38 Level 1 195 2,756 3 1.55432% S 978.38 Level 1 195 2,785 3 1.57068% S 988.68 Level 1 195 2,785 3 1.57068% $ 988.68 Level 2 195 2,756 3 1.55432% S 978.38 Level 2 2,561 195 2,756 3 1.55432% $ 978.38 Level 2 2,590 195 2,785 3 1.57068% $ 988.68 Level 2 20,604 1,560 22,164 24
88.68 Level 1 195 2,785 3 1.57068% $ 988.68 Level 2 195 2,756 3 1.55432% S 978.38 Level 2 2,561 195 2,756 3 1.55432% $ 978.38 Level 2 2,590 195 2,785 3 1.57068% $ 988.68 Level 2 20,604 1,560 22,164 24 12.50000% $ 7,868.22 2,590 195 2,785 3 2,561 195 2,756 3 1.57068% 1.55432% $ 988.68 Level 1 S 978.38 Level 1 2,561 195 2,756 3 1.55432% $ 978.38 Level 1 2,590 195 2,785 1.57068% $ 988.68 2,590 195 2,785 3 1.57068% $ 988.68 Level Level 2 22 2,561 195 2,756 3 1.55432% S 978.38 23 2,561 195 2,756 3 24 2.590 195 2,785 3 Subtotal 20,604 1,560 22,164 24 1.55432% 1.57068% 12.50000% $ 978.38 Level 2 Level 2 $ 988.68 Level 2 $ 7,868.22 360 O'Connor Ridge Boulevard VILLA SEVEN 11 2,590 195 2,785 3 12 2,561 195 2,756 3 13 2,561 195 2,756 3 14 2,590 195 2,785 3 21 2,590 195 2,785 1.57068% 1.55432% 1.55432% 1.57068% 1.57068% S 988.68 Level 1 S 978.38 Level 1 S 978.38 Level 1 S 988.68 Level 1 $ 988.68 Level 2 22 2,561 195 2,756 3 1.55432% $ 978.38 Level 2 23 2,561 195 2,756 3 24 2,590 195 2,785 3 Subtotal 20,604 1,560 22,164 24 1.55432% 1.57068% 12.50000% $ 978.38 Level 2 $ 988.68 Level 2 S 7,868.22 Totals 164,832 12,480 177,312 192 100.00000% $62,945.76 Unofficial Copy 2,785 3 1.57068% S 2,785 3 1.57068% $ 978.38 988.68 988.68 Level 2 Level 2 Level 2 2 2,756 3 1.55432% $ 2,785 3 33,304 36 1.57068% 18.78271% $ 2,785 3 1.57068% 2,756 3 2,756 3 1.55432% 1.55432% 2,756 3 2,785 3 2,785 3 2,756 3 2,756 2,756 2 Level 2 Level 2 Level 2 2,785 Level 2 27,676 2,785 2,756 1.57068% 1.55432% 1.55432% 1.55432% 1.57068% 15.60864% * Square footages are approximates and may vary from final construction drawings AFTER RECORDING RETURN TO: Jennifer McCormick Kensington Vanguard 5005 LBJ Freeway, Suite 200 Dallas, TX 75244 Unofficial Copy : Filed and Recorded Official Public Records
final construction drawings AFTER RECORDING RETURN TO: Jennifer McCormick Kensington Vanguard 5005 LBJ Freeway, Suite 200 Dallas, TX 75244 Unofficial Copy : Filed and Recorded Official Public Records John F. Warren, County Clerk Dallas County, TEXAS 02/13/2020 07:57:24 AM $98.00 202000042934 COUNTY OF DALLAS STATE OF TEXAS