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PA1502- CS150828 (18)T H E C 1 T Y O F COPPELL x A s > s q August 28, 2015 Ms. Michele Drain SBB Management Company 8360 LBJ Freeway Suite 300 Dallas, Tx 75243 RE: Grapevine Creek Trail Project Easement Dear Property Owner: The City of Coppell intends to construct the Grapevine Creek Trail Project. The project consists of the installation of an 8 foot hike and bike trail, curb ramps & driveway transitions along Grapevine Creek Park through Riverchase HOA up to MacArthur at Bethel School Road in the Trails Master Plan. We are requesting a 20 foot sidewalk easement along the HOA property of Lot 1 Block D of The Hollows at Northlake Woodlands. Please review the attached design plan sheets and easement documents. I have attached two separate easement documents. If acceptable, please execute the easement documents and send them back. If you have any questions regarding the project, please contact me or John Elias at 972- 462-5115 Sincerely, Mike Garza, P.E. Engineering Department Office: 972-304-7019 Fax: 972-304-3570 mgarza@coppelltx. gov Enclosures: Design Plan Sheets Sidewalk Easement to be executed Exhibit A & B A FAMILY COMMUNITY FOR A LIFETIME 255 PARKWAY * P.O. BOX 9478 * COPPELL TX 75019 * TEL 972/462 0022 * WWW.COPPELLTX.GOV SIDEWALK EASEMENT STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF DALLAS § THAT the term Grantor used herein shall be construed in the singular or plural number as such term respectively represents one or more than one person. THAT, RIVERCHASE HOME OWNERS ASSOCIATION, known herein as GRANTOR, in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration in hand paid by the City of Coppell, Texas, ("GRANTEE"), receipt of which is hereby acknowledged, does by these present grant, bargain, sell and convey unto GRANTEE, the free and uninterrupted use, liberty and privilege of passage in, along, upon and across the following described property owned by GRANTOR (the "Easement") for the purpose of constructing a public or pedestrian right-of-way sidewalk across GRANTOR'S main tract with the right and privilege at all times, of the GRANTEE herein, its agents, employees, workmen and representatives having ingress, egress, and regress in, along, upon and across said premises (the "Easement") for the purpose of making additions to, improvements on and repairs to said sidewalk or any part thereof. Said Easement being described in Exhibits "A" and "B" attached hereto and made a part hereof for all purposes. That in consideration of the benefits above set out, GRANTEE will remove from the Easement, such fences, buildings and other obstructions as may be found upon said property. After construction of the sidewalk has been completed, GRANTEE shall, except for removed obstructions, return the surface area of the Easement to its original condition as nearly as practical taking into consideration the nature of the work being performed. GRANTOR reserve the right to use and maintain the surface of the Easement for purposes which will not interfere with GRANTEE'S rights hereby granted and agree that upon completion of the sidewalk improvements and restoration of the surface, GRANTEE shall not be obligated for future maintenance and upkeep of the surface area. TO HAVE AND TO HOLD unto the City of Coppell, Texas, its successors or assigns for the purposes aforesaid, the premises above described. EXECUTED this day of GRANTOR , 2015. STATE OF TEXAS § COUNTY OF DALLAS § This instrument was acknowledged before me on the day of a My Commission Expires: 2015, by of , corporation, on behalf of said corporation. Notary Public, State of Texas Type / Print Name of Notary EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas DESCRIPTION, of a 42,326 square foot (0.972 acre) tract (Tract 1) and a 22,845 square foot (0.524 acre) tract (Tract 2) of land situated in the James Parish Survey, Abstract No. 1139, John C. Cook Survey, Abstract No. 315, Singleton Thompson Survey, Abstract No. 1493 and the SA & MG RR Co Survey, Abstract No. 1442, City of Coppell, Dallas County, Texas; said Tract 1 being part of Lot 1, Block D, The Hollows at Northlake Woodlands, an addition to the City of Coppell, Texas according to the plat recorded in Volume 99158, Page 16 of the Deed Records of Dallas County, Texas; and part of that tract of land described in Special Warranty Deed to Riverchase Owners Association, Inc. recorded in Volume 95108, Page 5319 of the Deed Records of Dallas County, Texas; said Tract 2 being part of said Riverchase Owners Association tract; tracts being more particularly described as follows (bearing system for this survey is based on the City of Coppell's published control network and the Texas State Plane Coordinate System - NAD 83(2011), North Central Zone 4202, based on observations at CP09, CP12, CP20 made on November 17th, 2014 with an applied combined scale factor of 1.000136506): TRACT 1 BEGINNING, at a 1/2-inch iron rod with "PACHECO KOCH" cap set at the most easterly southeast end of a right-of-way corner clip at the intersection of the north right-of-way line of Crestview Drive (a 50-foot wide right-of-way) with the east right-of-way line of Sora Lane (a 50-foot wide right-of- way); said point also being on the west line of said Lot 1, Block D; THENCE, North 75 degrees, 12 minutes, 35 seconds West, along said corner clip and said west line of Lot 1, Block D, a distance of 2.85 feet to a point for corner; THENCE, North 34 degrees, 52 minutes, 27 seconds West, continuing along said corner clip and the west line of Lot 1, Block D, a distance of 15.24 feet to a point for corner; THENCE, North 06 degrees, 59 minutes, 50 seconds East, continuing along said corner clip and the west line of Lot 1, Block D, a distance of 3.52 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for the north corner of said corner clip; said point being the beginning of a non- tangent curve to the left; THENCE, in a northeasterly direction departing said west line of Lot 1, Block D and said east line of Sora Lane and along said curve, having a central angle of 04 degrees, 51 minutes, 54 seconds, a radius of 490.00 feet, a chord bearing and distance of North 50 degrees, 54 minutes, 46 seconds East, 41.59 feet, an arc distance of 41.61 feet to a point for the beginning of a reverse curve to the right; THENCE, in a easterly direction along said curve, having a central angle of 35 degrees, 14 minutes, 50 seconds, a radius of 260.00 feet, a chord bearing and distance of North 66 degrees, 06 minutes, 14 seconds East, 157.44 feet, an arc distance of 159.95 feet to a point for the beginning of a reverse curve to the left; PAGE 1 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, in a easterly direction along said curve, having a central angle of 30 degrees, 16 minutes, 37 seconds, a radius of 490.00 feet, a chord bearing and distance of North 68 degrees, 35 minutes, 21 seconds East, 258.93 feet, an arc distance of 255.93 feet to a point for the beginning of a reverse curve to the right; THENCE, in a easterly direction along said curve, having a central angle of 49 degrees, 24 minutes, 17 seconds, a radius of 320.00 feet, a chord bearing and distance of North 78 degrees, 09 minutes, 11 seconds East, 267.46 feet, an arc distance of 275.93 feet to a point for the beginning of a reverse curve to the left; THENCE, in a easterly direction along said curve, having a central angle of 23 degrees, 33 minutes, 53 seconds, a radius of 240.00 feet, a chord bearing and distance of South 88 degrees, 55 minutes, 37 seconds East, 98.01 feet, an arc distance of 98.71 feet to a point for the beginning of a non-tangent curve to the left; THENCE, in a easterly direction along said curve, having a central angle of 15 degrees, 12 minutes, 54 seconds, a radius of 226.00 feet, a chord bearing and distance of North 71 degrees, 20 minutes, 31 seconds East, 59.84 feet, an arc distance of 60.01 feet to a point for the beginning of a non-tangent curve to the right; THENCE, in a easterly direction along said curve, having a central angle of 39 degrees, 47 minutes, 52 seconds, a radius of 274.03 feet, a chord bearing and distance of North 82 degrees, 48 minutes, 36 seconds East, 186.54 feet, an arc distance of 190.34 feet to a point for the beginning of a non-tangent curve to the left; THENCE, in a easterly direction along said curve, having a central angle of 24 degrees, 08 minutes, 33 seconds, a radius of 199.00 feet, a chord bearing and distance of North 88 degrees, 56 minutes, 40 seconds East, 83.23 feet, an arc distance of 83.85 feet to a point for the beginning of a non-tangent curve to the right; THENCE, in a easterly direction along said curve, having a central angle of 26 degrees, 28 minutes, 37 seconds, a radius of 246.00 feet, a chord bearing and distance of South 87 degrees, 46 minutes, 30 seconds East, 112.67 feet, an arc distance of 113.68 feet to a point at the end of said curve; THENCE, South 72 degrees, 22 minutes, 45 seconds East, a distance of 53.53 feet to a point at the beginning of a non-tangent curve to the left; THENCE, in a easterly direction along said curve, having a central angle of 94 degrees, 52 minutes, 25 seconds, a radius of 86.00 feet, a chord bearing and distance of North 60 degrees, 11 minutes, 03 seconds East, 126.68 feet, an arc distance of 142.40 feet to a point for corner at the end of said curve; PAGE 2 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, North 12 degrees, 44 minutes, 50 seconds East, a distance of 7.66 feet to a point for corner; said point being the beginning of a non-tangent curve to the right; THENCE, in a northeasterly direction, along said curve, having a central angle of 67 degrees, 25 minutes, 50 seconds, a radius of 87.00 feet, a chord bearing and distance of North 46 degrees, 48 minutes, 05 seconds East, 96.58 feet, an arc distance of 102.39 feet to a point at the beginning of a non-tangent curve to the right; THENCE, in a easterly direction, along said curve, having a central angle of 10 degrees, 45 minutes, 28 seconds, a radius of 510.00 feet, a chord bearing and distance of North 86 degrees, 27 minutes, 03 seconds East, 95.62 feet, an arc distance of 95.76 feet to a point at the beginning of a reverse curve to the left; THENCE, in a easterly direction along said curve, having a central angle of 15 degrees, 19 minutes, 43 seconds, a radius of 530.00 feet, a chord bearing and distance of North 84 degrees, 09 minutes, 55 seconds East, 141.37 feet, an arc distance of 141.79 feet to a point at the beginning of a reverse curve to the right; from said point a 1/2-inch iron rod with "PRECISE" cap found for the southeast corner of Lot 21, Block H, Phase C Northlake Woodlands, an addition to the City of Coppell, Texas according to the plat recorded in Volume 95170, Page 1 of said Deed Records bears North 63 degrees, 35 minutes, 15 seconds West, a distance of 104.65 feet; also from said point a 1/2-inch iron rod found for the southeast corner of Lot 23 of said Block H bears North 35 degrees, 12 minutes, 09 seconds East, a distance of 92.66 feet; THENCE, in a easterly direction, along said curve, having a central angle of 52 degrees, 30 minutes, 39 seconds, a radius of 337.00 feet, a chord bearing and distance of South 77 degrees, 14 minutes, 37 seconds East, 298.16 feet, an arc distance of 308.86 feet to a point at the end of said curve in the south line of said Lot 1, Block D and the north line of that tract of land described in Warranty Deed to Charles and Colleen Green recorded in Volume 2003030, Page 2880 of said Deed Records; THENCE, South 78 degrees, 47 minutes, 21 seconds West, along the said south line of Lot 1, Block D and the said north line of Charles and Colleen Green tract, a distance of 26.62 feet to a point for corner; said point also being the beginning of a non-tangent curve to the left; THENCE, in a westerly direction, departing the said south line of Lot 1, Block D and the said north line of Charles and Colleen Green tract and along said curve, having a central angle of 49 degrees, 25 minutes, 52 seconds, a radius of 317.00 feet, a chord bearing and distance of North 78 degrees, 47 minutes, 00 seconds West, 265.08 feet, an arc distance of 273.49 feet to a point for the beginning of a reverse curve to the right; PAGE 3 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, in a westerly direction along said reverse curve, having a central angle of 15 degrees, 19 minutes, 43 seconds, a radius of 550.00 feet, a chord bearing and distance of South 84 degrees, 09 minutes, 55 seconds West, 146.70 feet, an arc distance of 147.14 feet to a point at the beginning of a reverse curve to the left; THENCE, in a westerly direction along said reverse curve, having a central angle of 10 degrees, 44 minutes, 45 seconds, a radius of 490.00 feet, a chord bearing and distance of South 86 degrees, 27 minutes, 24 seconds West, 91.76 feet, an arc distance of 91.90 feet to a point for the beginning of a non-tangent curve to the left; THENCE, in a southwesterly direction along said curve, having a central angle of 67 degrees, 18 minutes, 18 seconds, a radius of 67.00 feet, a chord bearing and distance of South 46 degrees, 47 minutes, 09 seconds West, 74.26 feet, an arc distance of 78.70 feet to a point at the end of said curve; THENCE, South 12 degrees, 44 minutes, 50 seconds West, a distance of 7.60 feet to a point at the beginning of a curve to the right; THENCE, in a westerly direction along said curve, having a central angle of 94 degrees, 52 minutes, 25 seconds, a radius of 106.00 feet, a chord bearing and distance of South 60 degrees, 11 minutes, 03 seconds West, 156.14 feet, an arc distance of 175.52 feet to a point at the end of said curve; THENCE, North 72 degrees, 22 minutes, 45 seconds, West, 53.14 feet said point being the beginning of a non-tangent curve to the left; THENCE, in a westerly direction along said curve, having a central angle of 26 degrees, 17 minutes, 39 seconds, a radius of 226.00 feet, a chord bearing and distance of North 87 degrees, 46 minutes, 37 seconds West, 102.81 feet, an arc distance of 103.72 feet to a point for the beginning of a non-tangent curve to the right; THENCE, in a westerly direction along said curve, having a central angle of 24 degrees, 07 minutes, 20 seconds, a radius of 219.00 feet, a chord bearing and distance of South 89 degrees, 02 minutes, 07 seconds West, 91.52 feet, an arc distance of 92.20 feet to a point for the beginning of a non-tangent curve to the left; THENCE, in a westerly direction along said curve, having a central angle of 39 degrees, 53 minutes, 34 seconds, a radius of 254.03 feet, a chord bearing and distance of South 82 degrees, 49 minutes, 35 seconds West, 173.32 feet, an arc distance of 176.87 feet to a point for the beginning of a non-tangent curve to the right; PAGE 4 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, in a southwesterly direction along said reverse curve, having a central angle of 15 degrees, 15 minutes, 49 seconds, a radius of 246.00 feet, a chord bearing and distance of South 71 degrees, 19 minutes, 53 seconds West, 65.34 feet, an arc distance of 65.53 feet to a point for the beginning of a non-tangent curve to the right; THENCE, in a westerly direction along said reverse curve, having a central angle of 23 degrees, 34 minutes, 40 seconds, a radius of 260.00 feet, a chord bearing and distance of North 88 degrees, 56 minutes, 00 seconds West, 106.24 feet, an arc distance of 106.99 feet to a point at the beginning of a reverse curve to the left; THENCE, in a westerly direction along said curve, having a central angle of 49 degrees, 24 minutes, 17 seconds, a radius of 300.00 feet, a chord bearing and distance of South 78 degrees, 09 minutes, 11 seconds West, 250.74 feet, an arc distance of 258.68 feet to a point at the end of said curve; said point being the beginning of a reverse curve to the right; THENCE, in a westerly direction along said curve, having a central angle of 30 degrees, 16 minutes, 37 seconds, a radius of 510.00 feet, a chord bearing and distance of South 68 degrees, 35 minutes, 21 seconds West, 266.37 feet, an arc distance of 269.50 feet to a point at the end of said curve; said point being the beginning of a reverse curve to the left; THENCE, in a westerly direction along said curve, having a central angle of 35 degrees, 14 minutes, 50 seconds, a radius of 240.00 feet, a chord bearing and distance of South 66 degrees, 06 minutes, 14 seconds West, 145.33 feet, an arc distance of 147.64 feet to a point at the end of said curve; said point being the beginning of a non-tangent curve to the right; THENCE, in a southwesterly direction along said curve, having a central angle of 06 degrees, 08 minutes, 34 seconds, a radius of 414.51 feet, a chord bearing and distance of South 50 degrees, 58 minutes, 34 seconds West, 44.42 feet, an arc distance of 44.44 feet to the POINT OF BEGINNING; CONTAINING: 42,326 square feet or 0.972 acres of land, more or less. TRACT 2 COMMENCING, at the most easterly corner of Tract 1 in the said south line of Lot 1, Block D and the said north line of the Charles and Colleen Green tract; THENCE, North 78 degrees, 47 minutes, 21 seconds East, along the said south line of Lot 1, Block D, and the said north line of Charles and Colleen Green tract, a distance of 55.57 feet to a point at the southeast corner of said Lot 1, Block D and the East corner of said Charles and Colleen Green tract; PAGE 5 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, South 29 degrees, 19 minutes, 39 seconds West, along the southeast line of said Charles and Colleen Green tract, a distance of 7.54 feet to a point at the POINT OF BEGINNING; said point being the beginning of a non-tangent curve to the right; THENCE, in a easterly direction, along said curve, having a central angle of 25 degrees, 38 minutes, 35 seconds, a radius of 145.00 feet, a chord bearing and distance of North 71 degrees, 03 minutes, 16 seconds East, 64.36 feet, an arc distance of 64.90 feet to point at the beginning of a reverse curve to the left; THENCE, in a northeasterly direction along said reverse curve, having a central angle of 92 degrees, 14 minutes, 56 seconds, a radius of 40.00 feet, a chord bearing and distance of North 37 degrees, 45 minutes, 06 seconds East, 57.67 feet, an arc distance of 64.40 feet to a point at the beginning of a reverse curve to the right; THENCE, in a northerly direction along said reverse curve, having a central angle of 31 degrees, 09 minutes, 14 seconds, a radius of 487.00 feet, a chord bearing and distance of North 07 degrees, 12 minutes, 15 seconds East, 261.55 feet, an arc distance of 264.80 feet to a point at the beginning of a reverse curve to the left; THENCE, in a northerly direction along said reverse curve, having a central angle of 40 degrees, 50 minutes, 33 seconds, a radius of 68.00 feet, a chord bearing and distance of North 02 degrees, 21 minutes, 35 seconds East, 47.45 feet, an arc distance of 48.47 feet to a point at the beginning of a reverse curve to the right; THENCE, in a northerly direction along said reverse curve, having a central angle of 57 degrees, 15 minutes, 46 seconds, a radius of 116.00 feet, a chord bearing and distance of North 10 degrees, 34 minutes, 12 seconds East, 111.17 feet, an arc distance of 115.93 feet to a point at the beginning of a reverse curve to the left; THENCE, in a northerly direction along said reverse curve, having a central angle of 19 degrees, 43 minutes, 35 seconds, a radius of 330.00 feet, a chord bearing and distance of North 29 degrees, 20 minutes, 17 seconds East, 113.06 feet, an arc distance of 113.62 feet to a point at the beginning of a reverse curve to the right; THENCE, in a northerly direction along said reverse curve, having a central angle of 49 degrees, 27 minutes, 32 seconds, a radius of 260.00 feet, a chord bearing and distance of North 44 degrees, 12 minutes, 15 seconds East, 217.53 feet, an arc distance of 224.44 feet to a point at the beginning of a reverse curve to the left; PAGE 6 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, in a northerly direction along said reverse curve, having a central angle of 96 degrees, 25 minutes, 02 seconds, a radius of 136.00 feet, a chord bearing and distance of North 20 degrees, 43 minutes, 30 seconds East, 202.80 feet, an arc distance of 228.86 feet to a 1/2-inch iron rod with "PACHECO KOCH" cap set for corner at the beginning of a non-tangent curve to the right; said point being in the southwest right-of-way line of MacArthur Boulevard (a 100-foot wide right-of-way); THENCE, in a southeasterly direction along the said southwest line of MacArthur Boulevard and said curve, having a central angle of 02 degrees, 36 minutes, 06 seconds, a radius of 765.00 feet, a chord bearing and distance of South 56 degrees, 51 minutes, 15 seconds East, 34.73 feet, an arc distance of 34.74 feet to a point at the beginning of a compound curve to the right; THENCE, in a southerly direction, departing said southwest line of MacArthur Boulevard and along said compound curve, having a central angle of 85 degrees, 13 minutes, 44 seconds, a radius of 156.00 feet, a chord bearing and distance of South 26 degrees, 19 minutes, 09 seconds West, 211.24 feet, an arc distance of 232.05 feet to a point at the beginning of a reverse curve to the left; THENCE, in a southeasterly direction along said reverse curve, having a central angle of 49 degrees, 27 minutes, 32 seconds, a radius of 240.00 feet, a chord bearing and distance of South 44 degrees, 12 minutes, 15 seconds West, 200.80 feet, an arc distance of 207.17 feet to a point at the beginning of a reverse curve to the right; THENCE, in a southerly direction along said reverse curve, having a central angle of 19 degrees, 43 minutes, 35 seconds, a radius of 350.00 feet, a chord bearing and distance of South 29 degrees, 20 minutes, 17 seconds West, 119.91 feet, an arc distance of 120.50 feet to a point at the beginning of a reverse curve to the left; THENCE, in a southerly direction along said reverse curve, having a central angle of 57 degrees, 15 minutes, 46 seconds, a radius of 96.00 feet, a chord bearing and distance of South 10 degrees, 34 minutes, 12 seconds West, 92.00 feet, an arc distance of 95.94 feet to a point at the beginning of a reverse curve to the right; THENCE, in a southerly direction along said reverse curve, having a central angle of 40 degrees, 50 minutes, 33 seconds, a radius of 88.00 feet, a chord bearing and distance of South 02 degrees, 21 minutes, 35 seconds West, 61.41 feet, an arc distance of 62.73 feet to a point at the beginning of a reverse curve to the left; THENCE, in a southerly direction along said reverse curve, having a central angle of 31 degrees, 09 minutes, 14 seconds, a radius of 467.00 feet, a chord bearing and distance of South 07 degrees, 12 minutes, 15 seconds West, 250.81 feet, an arc distance of 253.92 feet to a point at the beginning of a reverse curve to the right; PAGE 7 OF 8 EXHIBIT "A" 20-FOOT WIDE SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows at Northlake Woodlands and part of Riverchase Owners Association, Inc. tract James Parish Survey, Abstract No. 1139 John C. Cook Survey, Abstract No. 315 Singleton Thompson Survey, Abstract No. 1493 SA & MG RR Co Survey, Abstract No. 1442 City of Coppell, Dallas County, Texas THENCE, in a southeasterly direction along said reverse curve, having a central angle of 92 degrees, 14 minutes, 56 seconds, a radius of 60.00 feet, a chord bearing and distance of South 37 degrees, 45 minutes, 06 seconds West, 86.50 feet, an arc distance of 96.60 feet to a point at the beginning of a reverse curve to the left; THENCE, in a westerly direction along said reverse curve, having a central angle of 30 degrees, 04 minutes, 07 seconds, a radius of 125.00 feet, a chord bearing and distance of South 68 degrees, 50 minutes, 31 seconds West, 64.85 feet, an arc distance of 65.60 feet to a point at the beginning of a reverse curve to the right; THENCE, in a westerly direction along said reverse curve, having a central angle of 24 degrees, 06 minutes, 01 seconds, a radius of 53.00 feet, a chord bearing and distance of South 65 degrees, 51 minutes, 28 seconds West, 22.13 feet, an arc distance of 22.29 feet to a point for corner at the end of said curve; said point being in the southeast line of said Charles and Colleen Green tract; THENCE, North 29 degrees, 19 minutes, 39 seconds East, along said southeast line of the Charles and Colleen Green tract, a distance of 36.07 feet to the POINT OF BEGINNING; CONTAINING: 22,845 square feet or 0.524 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. 7 // QW 5zAC;j9J' `"fir • Michael Cleo Billingsley Date MICHAEL CLEO BILLINGSLEY Registered Professional Land Surveyor No. 6558 Pacheco Koch, LLC 6558 P,cc 6100 Western Place, #1001, Fort Worth TX 76107 9�0 A° (817) 412-7155 s BN TX Reg. Surveying Firm LS-10193824 3641-14.425_EX 1.d ocx 3641-14.425_EX1.dwg dcp PAGE 8 OF 8 0 30610 120 ENK� p [17 '113' /\ GRAPHIC SCALE IN FEET �1 LOT 1, BLOCK 8 LOT 2 LOT 4 I L� _ _ _ -liZr 'PHASE A � NORTHLAKE WOODLANDS LOT 3 _ — 20' ALLEY GP`'= EAST NO. 10 — — _ cn (VOL. 88006, PG. 4_______,_•4__-___5L1) _ 1h, t w 20—FOOT WIDE • SIDEWALK EASEMENT — — (TRACT 1) 'z — "PART OF LOT 1, BLOCK D 42,326 SF 2 ACRES) I= o THE HOLLOWS ® NORTHLAKE WOODLANDS (0.972 � � Q I (VOL. 99158, PG. 16) \` a Z R$VERCHASE OWNERS , TEXAS POWER & LIGHT '� I 62 ASSOCIATION, INC. COMPANY EASEMENT 62 026 (VOL. 657, PG. 106) 1.4t I o (VOL. 95108, PG. 5319 •CI (VOL. 85077, PG. 3300) It E6 • ----JAMES PARISH SURVEY- O ABSTRACT NO. 1139 CI) �� - ..,. i� JOHN C. COOK SURVEY - , P 1 ABSTRACT NO. 3 \ • 40 SLOPE EASEMENT G � (VOL. 99158, PG. 16) 15' ALLEY IRS ,� • r 20' DRAINAGE EASEMENT LOT 3 in • �' (VOL. 99158, PG. 16) 11/ IRON LOT 2 J •`R G� — ROD FOUND �• (C.M.) / `)LiIRs P.O. : 1( CT 1) LOT 1, BLOCK A / / . C� 1 THE HOLLOWS / w \\I ® NORTHLAKE WOODLANDS ��o (VOL. 99158, PG. 16) ,_ _.,,,„ �I� O Z \ T��E R/ch'T OF �, NOTES: L, h �� N 1. A metes and bounds description of even Q w LEGEND survey date herewith accompanies this plat _ — — — of survey. PROPERTY LINE a EASEMENT LINE IRS - 1/2-INCH IRON ROD W/ 3o "PACHECO KOCH" CAP SET 2. Bearingsystem for this surveyis based on ABSTRACT LINE m O POINT FOR CORNER P.O"B" - POINT OF BEGINNING the City of Coppell's published control (UNLESS OTHERWISE NOTED) network and the Texas State Plane Ti (C.M.) - CONTROLLING MONUMENT P.O"C"- POINT OF COMMENCING Coordinate System — NAD 83(2011), North The undersigned, Registered Professional Land Central Zone 4202, based on observations at Surveyor, hereby certifies that this plat of CPO9, CP12, CP20 made on November 17th, survey accurately sets out the metes and OF T 2014 with an applied combined scale factor a- bounds of the easement tract described. •��••sTE, F of 1.000136506. o ,.P,-- ,s q�o.9� 20-FOOT WIDE • g ./-2 _ g/-7//, MICHAEL CLEO BILLINGSLEY SIDEWALK EASEMENT r; 6558 pry PART OF LOT 1, BLOCK D Michael Cleo Billingsley Date 94,...Ess% •••yam THE HOLLOWS AT NORTHLAKE WOODLANDS 03 Registered Professional S U RNA o Land Surveyor No. 6558 JAMES PARISH SURVEY, ABSTRACT NO. 1139 JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 a TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 H DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS a DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 1 OF 10 D DWG FILE: 3641-14.425EX1.DWG 0 3060 120 RN U o EIT '13 GRAPHIC SCALE IN FEET IZP BLOCK 8\-- \ PHASE A LOT 12 NORTHLAKE WOODLANDS \ LOT 10 LOT 11 EAST NO. 10 1 1/2-INCH ROD FOUND o , (VOL. 88006, PG. 4454) LOT 9 11 1 LOT 8 \ 1/2-INCH IRON —_-- _- 1W 1 ROD FOUND LE _-.---------- DRAINAGE DRAINAGE EASEMENT _ ZO' p� Y N LOT 7 (VOL. 88006, PG. 4454) - - _ 5/8-INCH IRON Cl W 5/8-INCH IRON _- 5/8- ROD FOUND lyJ ROD FOUND_ %____...------- C6 •LOT 6 C,4W io _ • C5 • • G22 z F- U 12 C25 • • C wN1 C24 Im W ,, PART OF LOT 1, BLOCK D TEXAS POWER & LIGHT (i) THE HOLLOWS ® NORTHLAKE WOODLANDS COMPANY EAGEMENT (VOL. 657, PG. 106) W (VOL. 99158, PG. 16) (VOL. 85077, PG. 3300) --------- Z WIDE RIVERCHASE OWNERS JASSOCIATION, INC. =1 20—FOOT SIDEWALK EASEMENT (VOL. 95108, PG. 5319) 1- (TRACT 1) �� 42,326 SF _- r ALLEY (0.972 ACRES) 3 — — C 40' SLOPE EASEMENT LOT 7 LJ (VOL. 99158, PG. 16) j - LOT 14 nv / JAMES PARISH SURVEY - I -N\ ABSTRACT NO. 1139 / - JOHN C. COOK SURVEY - / jLOT 6 / O ABSTRACT NO. 315 Z BLOCK A O 1.°141\ LEGEND THE HOLLOWS ® IHOL _ _ (11 NORTH LAKE E - PROPERTY LINE w EXISTING EASEMENT LINE WOODLANDS 1 EASEMENT LINE cL VOL. 99158, PG. 16) ' ' — ABSTRACT LINE o LOT 80 POINT FOR CORNER U ) /m (UNLESS OTHERWISE NOTED) LOT 5 (CA.) - CONTROLLING MONUMENT IRS - 1/2-INCH IRON ROD W/ "PACHECO KOCH" CAP SET NOTES: P.O.B. - POINT OF BEGINNING m• 1. A metes and bounds description of even survey date herewith S accompanies this plat of survey. 20-FOOT WIDE N I 2. Bearing system for this survey is based on the City of SIDEWALK EASEMENT 3 Coppell's published control network and the Texas State Plane T Coordinate System - NAD 83(2011), North Central Zone PART OF LOT 1, BLOCK D o 4202, based on observations at CP09, CP12, CP20 made on THE HOLLOWS AT NORTHLAKE WOODLANDS co November 17th, 2014 with an applied combined scale factor JAMES PARISH SURVEY, ABSTRACT NO. 1139 of 1.000136506. JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 - TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 in o TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 I-i DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS O DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 2 OF 10 0 DWG FILE: 3641-14.425EX1.DWG 0 30 60 120 El KE1o07 woT GRAPHIC SCALE IN FEET 1 Q 1 LOT PHASE17, BLO C"K H f"\ I W NORTHLAK EI ------\ BLOCK 8 N WOODLANDS PHASE A EAST NO. 10 NORTHLAKE WOODLANDS 1 VOL. 95170, PG. 1) EAST NO. 10 1 1 LOT 16 (VOL. 88006, PG. 4454) \ LOT 15 1ALLEY ^ 1 LOT 12 1 LOT 14 15' — �� H ---LOT 13 1/2-INCH IRON ROD — '_ /" WGLD" CAP FOUND 1/2-INCH IRON Y _ PART OF LOT 1, BLOCK D N ROD FOUND _ 20' ALLE W i \- THE HOLLOWS © NORTHLAKE WOODLANDS w cn 1/2-INCH IRON _ — (VOL. 99158, PG. 16) ROD FOUND _ -- RIVERCHASE OWNERS IW Cr'ilASSOCIATION, INC. Z 1— (VOL. 95108, PG. 5319) La I Cl C9 '-� H rwi nliki, ik, • \\ C10 C22 C20 • ``► Z TEXAS POWER & LIGHC21 --2,8--- ` 11; 20—FOOT WIDE COMPANY EASEMENT ='SIDEWALK EASEMENT (VL.OL.85077657,,Pc.PG.103300)6) — C19 (� (VO — 3 a (TRACT 1) — �i 42,326 SF _ 7 N (0.972 ACRE -- -- 40' SLOPE EASEMENT _ LOT 15 / LOT 25 (VOL. 99158, PG. 16) _Z _ OLL°W I W /41!:- LOT 26 W '15' AU-ES(JRIDGE L, PLACE LEGEND 0 BLOCK A ) P — — — — PROPERTY LINE THE HOLLOWS © NORTHLAKE — EXISTING EASEMENT LINE WOODLANDS EASEMENT LINE (VOL. 99158, PG. 16) POINT FOR CORNER (UNLESS OTHERWISE NOTED) (C.M.) - CONTROLLING MONUMENT 0_ NOTES: a 0 1. A metes and bounds description of even survey date herewith 20-FOOT WIDE accompanies this plat of survey. 2. Bearing system for this survey is based on the City of Coppell's SIDEWALK EASEMENT published control network and the Texas State Plane Coordinate PART OF LOT 1, BLOCK D System — NAD 83(2011), North Central Zone 4202, based on THE HOLLOWS AT NORTHLAKE WOODLANDS ,, observations at CP09, CP12, CP20 made on November 17th, 2014 with an applied combined scale factor of 1.000136506. JAMES PARISH SURVEY, ABSTRACT NO. 1139 JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 a Pacheco Koch FORT WORTH, TX 76107 817.412.7155 SINGLETON THOMPSON SURVEY, Y TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 > TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 N DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS 2 DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 3 OF 10 0 DWG FILE: 3641-14.425EX1.DWG 0 30 60 120 I. ENK11 � 07 wpw 11 GRAPHIC SCALE IN FEET Ilg:IF ' 20' DRAINAGE EASEMENT BLOCK H 1 1 1 1 (VOL. 95170, PG. 1) LOT 23 PHASE C LOT 22 NORTHLAKE WOODLANDS I LOT 20 \ \ LOT 21 _ N EAST NO. 10 1/2-INCH IRON A" \ ROD W/"PRECISE" 95170, PG. 1) 1/2-INCH IRON CAP FOUND (C.M.) I�-- I— (VOL. ROD WCAPRFOU D 1/2-INCH IRON /A'� _ LOT 19 \ ROD FOUND ry U) LOT 18 15, ALLEY ti,\ (c.M.) ,hcq, sala, ys\ /� C14 I w DRAINAGE ENCROACHMENTes, N v _ AGREEMENT ````• Z ^ - C12 (VOL. 95158, PG. 1) Cl3 W F • • C15 I= =I W G • 11. C17 • C'16 TEXAS POWER & LIGHT oIQ COMPANY EASEMENT r M N (VOL. 657, PG. 106) W G� (VOL. 85077, PG. 3300) WI _ N PART OF LOT 1, BLOCK D __--\ in • THE HOLLOWS ® NORTHLAKE WOODLANDS `"' J • J (VOL. 99158, PG. 16) 40' SLOPE EASEMENT =I � _ _ 20-FOOT WIDE RIVERCHASE OWNERS VOL. 99158, PG. 16) 0 , SIDEWALK EASEMENT ASSOCIATION, INC. -_ <I , _ (TRACT 1) (VOL. 95108, PG. 5319) — - - 041 � 42,326 SF _ - - 3 e1r (0.972 ACRES) — __ — ,, ,, 19 --- 15' ALLEY — \ LOT 30 LOT 31 GBLOCK A LOT 29--------- \ THE HOLLOWS © NORTHLAKE - — LOT 28 rn WOODLANDS ----- ____________..------ \ Z __ LOT 26 LOT 27 (VOL. 99158, PG. 16) L, 1 \ W N Q I 1 W J -J U d d _ oLEGEND c3 — — — — PROPERTY LINE EXISTING EASEMENT LINE ~ EASEMENT LINE POINT FOR CORNER NOTES: (UNLESS OTHERWISE NOTED) (C.M.) - CONTROLLING MONUMENT 0 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 20-FOOT WIDE I 2. Bearing system for this survey is based on the City of SIDEWALK EASEMENT o Coppell's published control network and the Texas State Plane Coordinate System — NAD 83(2011), North Central Zone PART OF LOT 1, BLOCK D 4202, based on observations at CPO9, CP12, CP20 made on THE HOLLOWS AT NORTHLAKE WOODLANDS 00 November 17th, 2014 with an applied combined scale factor JAMES PARISH SURVEY, ABSTRACT NO. 1139 of 1.000136506. JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 N TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 >0 TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 LLJ DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS 0cn DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 4 OF 10 DWG FILE: 3641-14.425EX1.DWG 0 30 60 120 ENK[113117 117 Wowil /\ GRAPHIC SCALE IN FEET v MATCHLINESEE SHEET 13) — — LOT 24 / TEXAS POWER & LIGHT 1/2-INCH IRONCOMPANY EASEMENT / w i ROD FOUND 1/2-INCH IRON (VOL. 657, PG. 106) w `" M EY ROD FOUND n o M of 15' ALL C M) (VOL. 85077, PG. 3300) ¢N U U RIVERCHASE OWNERS J o Q a PART OF LOT 1, BLOCK D ASSOCIATION, INC. m Y o THE HOLLOWS ® NORTHLAKE N (VOL. 95108, PG. 5319) / 0= a CV �� WOODLANDS N / 6 N 0 o W (VOL. 99158, PG. 16) W 3 ct NI C14 � \ / WIZ • W �"`�`` �c� • 20' UTILITY EASEMENT �zz W \ (VOL. 99158, PG. 16) \ / 7_1>o / N \ o V `'� C� • , S 2919'39" W t�aLLti W� 5 \ , . ' . 7.54'z vl20—FOOT WIDEj TRA 2) 029 4401, °` SIDEWALK EASEMENT I V ` ; ci 1— (TRACT 1) L SLOPE EASEMENT 841,.. • �` • 11 2 326 S (VOL. 99158, PG. 16 • L6 °� (0.972 ACRES) -- i '145 I P.O. •,0b6 1 / 20—FOOT WIDE —05' ALLEY CHARLES AND COLLEENTGREEN 2)RACT SIDEWAL EASEMENT o - (VOL. 2003030, PG. 2880) N 78.47'21" E ( ACT 2) LOT 32 55.57' ,845 SF ILOT 33 ( .524 ACRES) 7 BLOCK I A / PART OF LOT 1, BLOCK D THE M 1 THE HOLLOWS ® NORTHLAKE WOODLANDS HOLLOWS ® ,NORTHLAKE Z WOODLANDS w 1 (VOL. 99158, PG. 16) (VOL. 99158, . 16) La La w 1 I I J J L i LEGEND a ci PROPERTY LINE m EASEMENT LINE IRS 1/2-INCH IRON ROD W/ o "PACHECO KOCH" CAP SET ABSTRACT LINE POINT FOR CORNER P.O.B. POINT OF BEGINNING (UNLESS OTHERWISE NOTED) (C.M.) - CONTROLLING MONUMENT P O C - POINT OF COMMENCING NOTES: O 1. A metes and bounds description of even survey date herewith - accompanies this plat of survey. 20-FOOT WIDE N I 2. Bearing system for this survey is based on the City of SIDEWALK EASEMENT a Coppell's published control network and the Texas State Plane n Coordinate System — NAD 83(2011), North Central Zone PART OF LOT 1, BLOCK D 0 4202, based on observations at CP09, CP12, CP20 made on THE HOLLOWS AT NORTHLAKE WOODLANDS o November 17th, 2014 with an applied combined scale factor JAMES PARISH SURVEY, ABSTRACT NO. 1139 of 1.000136506. JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001FA SINGLETON THOMPSON SURVEY, >- Pacheco Koch FORT WORTH, TX 76107 817.412.7155 Y TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 o TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 I- DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS 2 DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 5 OF 10 O DWG FILE: 3641-14.425EX1.DWG 0 30 60 120 ENE111317 wow GRAPHIC SCALE IN FEET / r 20 UTILITY EASEMENT--- --,,... r(PER IRVING 54 WL 2A SC 3B PLANS) \ \ 4/ LOT 30 / / + (RECORDING INFORMATION UNKNOWN) \� i 20' WATER MAIN EASEMENT / (V JAMES PARISH SURVEY 1/2-INCH IRON r�\ ABSTRACT NO. 1139 (VOL. 72104, PG. 2166) ROD FOUND 1— \ iw C31 \/NGLETON THOMPSON SURVEY- \ \ 7 \ = ABSTRACT NO. 1493 1s' LOT 31 W ``` • \ �<<FY W ` • C33 C43 z NIk-N41116, C32 BLOCI�\H PHASE C� NORTHLAKE WbQDLANb� \W • • EAST NQ. 10 C41 (VOL. 95170, PGN,) -' I \ C42 • 1' - 20-FOOT WIDE c`34 ctQ - � NSIDEWALK EASEMENT ilI- t 1- 01^ (TRACT 2) w `� W �z I o z 22,845 SF c10 = \ ct¢ (0.524 ACRES) �\C3s1 \ W ¢ TEXAS POWER & LIGHT z IY \ COMPANY EASEMENT W \ o m m (VOL. 657, PG. 106) C N \ e I Q Q \ (VOL. 85077, PG. 3300) 39 v J W O \ \ Z 0 X \ RIVERCHASE OWNERS \ IV N BLOCK A \ ASSOCIATION, INC. \ I— Nt JEFFERSON AT RIVERCHASE (VOL. 95108, PG. 5319) \ '§ (VOL. 97249, PG. 82) \ \ \ F- \ wL \ z \ W Ulw -JJ W a a 0 LEGEND 0 o — — — — PROPERTY LINE / EXISTING EASEMENT LINE EASEMENT LINE POINT FOR CORNER NOTES: (UNLESS OTHERWISE NOTED) (C.M.) - CONTROLLING MONUMENT c 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 20-FOOT WIDE I 2. Bearing system for this survey is based on the City of SIDEWALK EASEMENT o Coppell's published control network and the Texas State Plane Coordinate System — NAD 83(2011), North Central Zone PART OF LOT 1, BLOCK D 0 4202, based on observations at CP09, CP12, CP20 made on THE HOLLOWS AT NORTHLAKE WOODLANDS o November 17th, 2014 with an applied combined scale factor JAMES PARISH SURVEY, ABSTRACT NO. 1139 of 1.000136506. JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 il Pacheco Koch FORT WORTH, TX 76107 817.412.7155 SINGLETON THOMPSON SURVEY, Y TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 o DC REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 1- DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS R DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 6 OF 10 a DWG FILE: 3641-14.425EX1.DWG 0 30 60 120 EKHO o �T '113' (1'414 II GRAPHIC SCALE IN FEET LOT 32 / / \\\11/2-INCH IRON - ROD FOUND 1/2 INCH IRON 6* • \ \ RODM FOUND / �� DI \ LOT 33.) / OO � < Z ' \ \ / 'p0 MI \ 2O• 11' LOT 34 \ 440 mI \ \->?ogiyF q� \ LOT 35 /v�� s q v A sF \ c`'y \ N?" CO `�S c 6'o / LOT 36, BLOCK H = 2/s T 5/8-INCH IRON ^� m' sJ ROD FOUND PHASE C C'3 NORTHLAKE WOODLA DS \ EAST NO. 10 CAI 9 TEXAS POWER & LIGHT \ (VOL. 95170, P . 1) COMPANY EASEMENT \ / ilik (VOL. 657, PG. 106) \ (VOL. 85077, P . 3300)V. N4k14' • RIVERCHASE OWNERS • ASSOCIATION, INC. \ oz.' O �1 20 FOOT WIDE (VOL. 95108, PG. 5319) �� 4P SIDEWALK EASEMENT -, kb Q o`�� (TRACT 2) '\' w ENCROACHMENTS AGREEMENT 10(5);\ O� N 22,845 SFo v \ (VOL. 95158, PG. 1) �'' 7^Y (0.524 ACRES) C „ TQC 36 w ../\IRS O O� z C38 : �� , ,4/O \ IRS O w / ,O a \ w J \ w / CL._ 0 \ LEGEND 0 /6 — — — — PROPERTY LINE 0 /� • EXISTING EASEMENT LINE \ !A A' EASEMENT LINE \ o^ POINT FOR CORNER NOTES: / (UNLESS OTHERWISE NOTED) \ (C.M.) - CONTROLLING MONUMENT a 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 20-FOOT WIDE N I 2. Bearing system for this survey is based on the City of SIDEWALK EASEMENT a Coppell's published control network and the Texas State Plane Coordinate System — NAD 83(2011), North Central Zone PART OF LOT 1, BLOCK D o 4202, based on observations at CPO9, CP12, CP20 made on THE HOLLOWS AT NORTHLAKE WOODLANDS 00 November 17th, 2014 with an applied combined scale factor JAMES PARISH SURVEY, ABSTRACT NO. 1139 of 1.000136506. JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 y TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 o TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 1- DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS a DCP MCB 1"=60' AUG 2015 3641-14.425 PAGE 7 OF 10 0 DWG FILE: 3641-14.425EX1.DWG CURVE TABLE(TRACT 1) CURVE DELTA RADIUS LENGTH TANGENT CHORD BEAR/NG CHORD Cl 004'51'54" 490.00' 41.61' 20.82' N 50'54'46" E 41.59' C2 035'14'50" 260.00' 159.95' 82.60' N 66'06'14" E 157.44' C3 03016'37" 490.00' 258.93' 132.56' N 68'35'21" E 255.93' C4 049'24'17" 320.00' 275.93' 147.20' N 78'09'11" E 267.46' C5 023'33'53" 240.00' 98.71' 50.06' S 88'55'37" E 98.01' C6 01512'54" 226.00' 60.01' 30.18' N 71'20'31" E 59.84' C7 039'47'52" 274.03' 190.34' 99.19' N 82'48'36" E 186.54' C8 024'08'33" 199.00' 83.85' 42.56' N 88'56'40" E 83.23' C9 02628'37" 246.00' 113.68' 57.87' S 87'46'30" E 112.67' 010 094'52'25" 86.00' 142.40' 93.64' N 60'11'03" E 126.68' C11 06725'50" 87.00' 102.39' 58.06' N 46'48'05" E 96.58' C12 010'45'28" 510.00' 95.76' 48.02' N 86'27'03" E 95.62' 013 01519'43" 530.00' 141.79' 71.32' N 84'09'55" E 141.37' C14 052'30'39" 337.00' 308.86' 166.23' S 7714'37" E 298.16' 015 049'25'52" 317.00' 273.49' 145.91' N 78'47'00" W 265.08' 016 015'19'43" 550.00' 147.14' 74.01' S 84'09'55" W 146.70' 017 010'44'45" 490.00' 91.90' 46.08' S 8627'24" W 91.76' 0 o 018 067'18'18" 67.00' 78.70' 44.60' S 46'47'09" W 74.26' X N 019 094'52'25" 106.00' 175.52' 115.42' S 6011'03" W 156.14' 7 C20 02617'39" 226.00' 103.72' 52.79' N 87'46'37" W 102.81' i C21 024'07'20" 219.00' 92.20' 46.79' S 89'02'07" W 91.52' v) w 022 039'53'34" 254.03' 176.87' 92.19' S 82'49'35" W 173.32' m W Q C23 01515'49" 246.00' 65.53' 32.96' S 7119'53" W 65.34' W w C24 023'34'40" 260.00' 106.99' 54.26' N 88'56'00" W 106.24' a a 8 C25 049'24'17" 300.00' 258.68' 138.00' S 78'09'11" W 250.74' C26 030'16'37" 510.00' 269.50' 137.98' S 68'35'21" W 266.37' C27 035'14'50" 240.00' 147.64' 76.24' S 66'06'14" W 145.33' C28 006'08'34" 414.51' 44.44' 22.24' S 50'58'34" W 44.42' CV N 20-FOOT WIDE SIDEWALK EASEMENT EKKOBITT wl3w PART OF LOT 1, BLOCK D THE HOLLOWS AT NORTHLAKE WOODLANDS 03 JAMES PARISH SURVEY, ABSTRACT NO. 1139 JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 N TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 o TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 ui DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS R DCP MCB NONE AUG 2015 3641-14.425 PAGE 8 OF 10 0 DWG FILE: 3641-14.425EX1.DWG 1 JU ° fT wD LINE TABLE(TRACT>) L/NE BEAR/NG LENGTH L1 N 7512'35" W 2.85' L2 N 34'52'27" W 15.24' L3 N 06'59'50" E 3.52' L4 S 7222'45" E 53.53' L5 N 12'44'50" E 7.66' L6 S 78'47'21" W 26.62' 0 L7 S 12'44'50" W 7.60' L8 N 72'22'45" W 53.14' z w C) w w w d a 0 c m U r 20-FOOT WIDE SIDEWALK EASEMENT PART OF LOT 1, BLOCK D 0 THE HOLLOWS AT NORTHLAKE WOODLANDS CO o JAMES PARISH SURVEY, ABSTRACT NO. 1139 JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE 1001 SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 N TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 o TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS DCP MCB NONE AUG 2015 3641-14.425 PAGE 9 OF 10 0 _ DWG FILE: 3641-14.425EX1.DWG ENKIE307 'V' CURVE TABLE'(TRACT 2) CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD C29 025'38'35" 145.00' 64.90' 33.00' N 71'03'16" E 64.36' C30 09214'56" 40.00' 64.40' 41.60' N 37'45'06" E 57.67' C31 031'09'14" 487.00' 264.80' 135.76' N 712'15" E 261.55' C32 040'50'33" 68.00' 48.47' 25.32' N 2'21'35" E 47.45' C33 05715'46" 116.00' 115.93' 63.33' N 10'34'12" E 111.17' C34 019'43'35" 330.00' 113.62' 57.38' N 29'20'17" E 113.06' C35 049'27'32" 260.00' 224.44' 119.75' N 44'12'15" E 217.53' C36 096'25'02" 136.00' 228.86' 152.15' N 20'43'30" E 202.80' C37 002'36'06" 765.00' 34.74' 17.37' S 56'51'15" E 34.73' C38 08513'44" 156.00' 232.05' 143.52' S 26'19'09" W 211.24' C39 049'27'32" 240.00' 207.17' 110.54' S 4412'15" W 200.80' C40 019'43'35" 350.00' 120.50' 60.85' S 29'20'17" W 119.91' 041 05715'46" 96.00' 95.94' 52.41' S 10'34'12" W 92.00' C42 040'50'33" 88.00' 62.73' 32.76' S 2'21'35" W 61.41' C43 031'09'14" 467.00' 253.92' 130.19' S 7'12'15" W 250.81' o C44 092'14'56" 60.00' 96.60' 62.40' S 37'45'06" W 86.50' L, C45 030'04'07" 125.00' 65.60' 33.57' S 68'50'31" W 64.85' N d- C46 024'06'01" 53.00' 22.29' 11.31' S 65'51'28" W 22.13' rn Z L., W Q W J 0 LINE TABLE(TRACT 2) U LINE BEAR/NG LENGTH L9 N 2919'39" E 36.07' N 20-FOOT WIDE SIDEWALK EASEMENT N PART OF LOT 1, BLOCK D 0 THE HOLLOWS AT NORTHLAKE WOODLANDS CO 0 JAMES PARISH SURVEY, ABSTRACT NO. 1139 JOHN C. COOK SURVEY, ABSTRACT NO. 315 6100 WESTERN PLACE, SUITE loot SINGLETON THOMPSON SURVEY, Pacheco Koch FORT WORTH, TX 76107 817.412.7155 N TX REG. ENGINEERING FIRM F-14439 ABSTRACT NO. 1493 miimmis o TX REG. SURVEYING FIRM LS-10193824 SA & MG RR CO SURVEY, ABSTRACT NO. 1442 N DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS R DCP MCB NONE AUG 2015 3641-14.425 PAGE 10 OF 10 0 DWG FILE: 3641-14.425EX1.DWG 3641-14.425EX1 Tract 1 North: 7037595.18' East: 2438602.76' Segment #1 : Line Course: N75°12'35"W Length: 2.85' North: 7037595.91' East: 2438600.00' segment #2 : Line Course: N34°52'27"w Length: 15.24' North: 7037608.41' East: 2438591.29' segment #3 : Line Course: N6°59' 50"E Length: 3. 52' North: 7037611.91' East: 2438591.72' segment #4 : Curve Length: 41.61' Radius: 490.00' Delta: 4°51' 54" Tangent: 20.82' Chord: 41. 59' Course: N50°54'46"E Course In: N36°39'17"W Course Out: 541°31'11"E RP North: 7038005.01' East: 2438299.19' End North: 7037638.13' East: 2438624.00' Segment #5 : Curve Length: 159.95' Radius: 260.00' Delta: 35°14'50" Tangent: 82.60' Chord: 157.44' Course: N66°06'14"E Course In: 541°31'11"E Course Out: N6°16'21"w RP North: 7037443.46' East: 2438796.35' End North: 7037701.91' East: 2438767.95' segment #6 : Curve Length: 258.93' Radius: 490.00' Delta: 30°16'37" Tangent: 132. 56' Chord: 255.93' Course: N68°35'21"E Course In: N6°16'21"w Course Out: 536°32'58"E RP North: 7038188.97' East: 2438714.41' End North: 7037795.34' East: 2439006.21' Segment #7 : Curve Length: 275.93' Radius: 320.00' Delta: 49°24'17" Tangent: 147.20' Chord: 267.46' Course: N78°09'11"E Course In: 536°32' 58"E Course Out: N12°51'20"E RP North: 7037538.27' East: 2439196.78' End North: 7037850.24' East: 2439267.98' Segment #8 : Curve Length: 98.71' Radius: 240.00' Page 1 3641-14.425EX1 Tract 1 Delta: 23°33' 53" Tangent: 50.06' Chord: 98.01' course: 588°55'37"E Course In: N12°51'20"E Course Out: S10°42'33"E RP North: 7038084.23' East: 2439321.37' End North: 7037848.41' East: 2439365.97' Segment #9 : Curve Length: 60.01' Radius: 226.00' Delta: 15°12' 54" Tangent: 30.18' Chord: 59.84' Course: N71°20'31"E Course In: N11°03'02"w Course Out: 526°15' 56"E RP North: 7038070.22' East: 2439322.65' End North: 7037867. 55' East: 2439422.66' Segment #10 : Curve Length: 190.34' Radius: 274.03' Delta: 39°47'52" Tangent: 99.19' Chord: 186.54' Course: N82°48'36"E Course In: 527°05'20"E Course Out: N12°42'33"E RP North: 7037623.58' East: 2439547.45' End North: 7037890.90' East: 2439607.74' Segment #11 : Curve Length: 83.85' Radius: 199.00' Delta: 24°08'33" Tangent: 42. 56' Chord: 83.23' Course: N88°56'40"E Course In: N11°00'57"E Course Out: 513°07'36"E RP North: 7038086.23' East: 2439645.76' End North: 7037892.43' East: 2439690.95' Segment #12 : Curve Length: 113.68' Radius: 246.00' Delta: 26°28'37" Tangent: 57.87' Chord: 112.67' Course: 587°46'30"E Course In: 511°00'48"E Course Out: N15°27'49"E RP North: 7037650.96' East: 2439737.95' End North: 7037888.06' East: 2439803.54' Segment #13 : Line Course: 572°22'45"E Length: 53. 53' North: 7037871.85' East: 2439854. 56' Segment #14 : Curve Length: 142.40' Radius: 86.00' Delta: 94°52'25" Tangent: 93.64' Chord: 126.68' Course: N60°11'03"E Course In: N17°37'15"E Course Out: S77°15'10"E RP North: 7037953.82' East: 2439880.59' End North: 7037934.84' East: 2439964.47' Page 2 3641-14.425EX1 Tract 1 segment #15 : Line Course: N12°44' 50"E Length: 7.66' North: 7037942.31' East: 2439966.16' Segment #16 : Curve Length: 102.39' Radius: 87.00' Delta: 67°25' 50" Tangent: 58.06' Chord: 96.58' Course: N46°48'05"E Course In: 576°54' 50"E Course Out: N9°29'00"W RP North: 7037922.61' East: 2440050.90' End North: 7038008.42' East: 2440036.56' Segment #17 : Curve Length: 95.76' Radius: 510.00' Delta: 10°45'28" Tangent: 48.02' Chord: 95.62' Course: N86°27'03"E Course In: S8°55'42"E Course Out: N1°49'47"E RP North: 7037504.60' East: 2440115.71' End North: 7038014.34' East: 2440132.00' Segment #18 : Curve Length: 141.79' Radius: 530.00' Delta: 15°19'43" Tangent: 71.32' Chord: 141.37' Course: N84°09'55"E Course In: N1°49'47"E Course Out: S13°29' 56"E RP North: 7038544.07' East: 2440148.92' End North: 7038028.72' East: 2440272.64' Segment #19 : Curve Length: 308.86' Radius: 337.00' Delta: 52°30'39" Tangent: 166.23' Chord: 298.16' Course: 577°14'37"E Course In: 513°29' 56"E Course Out: N39°00'43"E RP North: 7037701.03' East: 2440351.30' End North: 7037962.88' East: 2440563.44' Segment #20 : Line Course: 578°47'21"W Length: 26.62' North: 7037957.70' East: 2440537.33' Segment #21 : Curve Length: 273.49' Radius: 317.00' Delta: 49°25' 52" Tangent: 145.91' Chord: 265.08' Course: N78°47'00"W Course In: 535°55' 55"w Course Out: N13°29'56"W RP North: 7037701.02' East: 2440351.30' End North: 7038009.27' East: 2440277.31' segment #22 : Curve Page 3 3641-14.425Ex1 Tract 1 Length: 147.14' Radius: 550.00' Delta: 15°19'43" Tangent: 74.01' Chord: 146.70' Course: S84°09' 55"w Course In: N13°29' 56"W Course Out: 5l°49'47"w RP North: 7038544.07' East: 2440148.92' End North: 7037994.35' East: 2440131.37' segment #23 : Curve Length: 91.90' Radius: 490.00' Delta: 10°44'45" Tangent: 46.08' Chord: 91.76' Course: 586°27'24"w Course In: S1°49'47"W Course Out: N8°54' 58"W RP North: 7037504.60' East: 2440115.72' End North: 7037988.68' East: 2440039.78' Segment #24 : Curve Length: 78.70' Radius: 67.00' Delta: 67°18'18" Tangent: 44.60' Chord: 74.26' Course: 546°47'09"W Course In: S9°33'42"E Course Out: N76°52'00"W RP North: 7037922.61' East: 2440050.91' End North: 7037937.84' East: 2439985.66' Segment #25 : Line Course: 512°44'50"W Length: 7.60' North: 7037930.42' East: 2439983.99' segment #26 : Curve Length: 175.52' Radius: 106.00' Delta: 94°52'25" Tangent: 115.42' Chord: 156.14' Course: 560°11'03"W Course In: N77°15'10"W Course Out: s17°37'15"W RP North: 7037953.81' East: 2439880.60' End North: 7037852.79' East: 2439848. 52' Segment #27 : Line Course: N72°22'45"W Length: 53.14' North: 7037868.87' East: 2439797.87' Segment #28 : Curve Length: 103.72' Radius: 226.00' Delta: 26°17'39" Tangent: 52.79' Chord: 102.81' Course: N87°46'37"W Course In: 515°22'13"W Course Out: N10°55'27"w RP North: 7037650.96' East: 2439737.97' End North: 7037872.86' East: 2439695.14' Segment #29 : Curve Page 4 3641-14.425EX1 Tract 1 Length: 92.20' Radius: 219.00' Delta: 24°07'20" Tangent: 46.79' Chord: 91.52' Course: 589°02'07"W Course In: N13°01' 33"w Course Out: 511°05'47"w RP North: 7038086.23' East: 2439645.78' End North: 7037871.32' East: 2439603.63' segment #30 : Curve Length: 176.87' Radius: 254.03' Delta: 39°53'34" Tangent: 92.19' Chord: 173.32' Course: 582°49'35"w Course In: 512°46'22"W Course Out: N27°07'12"w RP North: 7037623. 58' East: 2439547.47' End North: 7037849.68' East: 2439431.67' segment #31 : Curve Length: 65.53' Radius: 246.00' Delta: 15°15'49" Tangent: 32.96' Chord: 65.34' Course: 571°19' 53"w Course In: N26°18'01"W Course Out: S11°02'12"E RP North: 7038070.21' East: 2439322.67' End North: 7037828.76' East: 2439369.76' segment #32 : Curve Length: 106.99' Radius: 260.00' Delta: 23°34'40" Tangent: 54.26' Chord: 106.24' Course: N88°56'00"W Course In: N10°43'20"w Course Out: 512°51'20"w RP North: 7038084.22' East: 2439321.39' End North: 7037830.74' East: 2439263. 54' Segment #33 : Curve Length: 258.68' Radius: 300.00' Delta: 49°24'17" Tangent: 138.00' Chord: 250.74' Course: 578°09'11"w Course In: 512°51'20"W Course Out: N36°32'58"w RP North: 7037538.26' East: 2439196.79' End North: 7037779.26' East: 2439018.14' Segment #34 : Curve Length: 269. 50' Radius: 510.00' Delta: 30°16'37" Tangent: 137.98' Chord: 266.37' Course: 568°35'21"W Course In: N36°32'58"W Course Out: 56°16'21"E RP North: 7038188.97' East: 2438714.43' End North: 7037682.02' East: 2438770.16' Segment #35 : Curve Length: 147.64' Radius: 240.00' Delta: 35°14' 50" Tangent: 76.24' Chord: 145.33' Course: 566°06'14"w Page 5 3641-14.425EX1 Tract 1 Course In: S6°16'21"E Course Out: N41°31'11"W RP North: 7037443.46' East: 2438796.38' End North: 7037623.15' East: 2438637.28' Segment #36 : Curve Length: 44.44' Radius: 414. 51' Delta: 6°08'34" Tangent: 22.24' Chord: 44.42' Course: S50° 58'34"W Course In: N42°05'43"W Course Out: S35° 57'10"E RP North: 7037930.73' East: 2438359.41' End North: 7037595.19' East: 2438602.77' Perimeter: 4276.69' Area: 42326 Sq. Ft. Error Closure: 0.01 Course: N83°53' 56"E Error North: 0.002 East: 0.014 Precision 1: 417131.00 Page 6 3641-14.425Ex1 Tract 2 End North: 7038231.69' East: 2440585.44' Segment #1 : Curve Length: 64.90' Radius: 145.00' Delta: 25°38'35" Tangent: 33.00' Chord: 64.36' Course: N71°03'16"E Course In: S31°46'01"E Course Out: N6°07'26"w RP North: 7038108.41' East: 2440661.78' End North: 7038252.58' East: 2440646.32' Segment #2 : Curve Length: 64.40' Radius: 40.00' Delta: 92°14'56" Tangent: 41.60' Chord: 57.67' Course: N37°45'06"E Course In: N6°07'26"w Course Out: N81°37'38"E RP North: 7038292.35' East: 2440642.05' End North: 7038298.18' East: 2440681.62' Segment #3 : Curve Length: 264.80' Radius: 487.00' Delta: 31°09'14" Tangent: 135.76' Chord: 261.55' Course: N7°12'15"E Course In: N81°37'38"E Course Out: N67°13'09"w RP North: 7038369.09' East: 2441163.43' End North: 7038557.67' East: 2440714.42' Segment #4 : Curve Length: 48.47' Radius: 68.00' Delta: 40°50'33" Tangent: 25.32' Chord: 47.45' Course: N2°21'35"E Course In: N67°13'09"w Course Out: N71°56'19"E RP North: 7038584.00' East: 2440651.73' End North: 7038605.08' East: 2440716.38' Segment #5 : Curve Length: 115.93' Radius: 116.00' Delta: 57°15'46" Tangent: 63.33' Chord: 111.17' Course: N10°34'12"E Course In: N71°56'19"E Course Out: N50°47'55"w RP North: 7038641.04' East: 2440826.66' End North: 7038714.36' East: 2440736.77' Segment #6 : Curve Length: 113.62' Radius: 330.00' Delta: 19°43'35" Tangent: 57.38' Chord: 113.06' Course: N29°20'17"E Course In: N50°47' 55"W Course Out: 570°31'31"E RP North: 7038922.94' East: 2440481.04' End North: 7038812.92' East: 2440792.17' Segment #7 : Curve Page 1 3641-14.425Ex1 Tract 2 Length: 224.44' Radius: 260.00' Delta: 49°27'32" Tangent: 119.75' chord: 217. 53' course: N44°12'15"E Course In: 570°31'31"E Course Out: N21°03'59"W RP North: 7038726.24' East: 2441037.29' End North: 7038968.86' East: 2440943.83' Segment #8 : Curve Length: 228.86' Radius: 136.00' Delta: 96°25'02" Tangent: 152.15' Chord: 202.80' Course: N20°43'30"E Course In: N21°03' 59"W Course Out: N62°30'59"E RP North: 7039095.77' East: 2440894.95' End North: 7039158. 53' East: 2441015.60' segment #9 : Curve Length: 34.74' Radius: 765.00' Delta: 2°36'06" Tangent: 17.37' Chord: 34.73' Course: 556°51'15"E Course In: 531°50'42"w Course Out: N34°26'48"E RP North: 7038508.68' East: 2440611.97' End North: 7039139. 54' East: 2441044.68' Segment #10 : Curve Length: 232.05' Radius: 156.00' Delta: 85°13'44" Tangent: 143.52' Chord: 211.24' Course: 526°19'09"w Course In: 573°42'17"w Course Out: 521°03'59"E RP North: 7039095.77' East: 2440894.94' End North: 7038950.20' East: 2440951.02' Segment #11 : Curve Length: 207.17' Radius: 240.00' Delta: 49°27'32" Tangent: 110.54' Chord: 200.80' Course: 544°12'15"W Course In: S21°03'59"E Course Out: N70°31'31"w RP North: 7038726.24' East: 2441037.29' End North: 7038806.26' East: 2440811.02' Segment #12 : Curve Length: 120. 50' Radius: 350.00' Delta: 19°43'35" Tangent: 60.85' Chord: 119.91' Course: 529°20'17"w Course In: N70°31'31"W Course Out: 550°47'55"E RP North: 7038922.94' East: 2440481.04' End North: 7038701.73' East: 2440752.27' Segment #13 : Curve Length: 95.94' Radius: 96.00' Delta: 57°15'46" Tangent: 52.41' Page 2 3641-14.425Ex1 Tract 2 Chord: 92.00' Course: 510°34'12"w Course In: 550°47' 55"E Course Out: 571°56'19"w RP North: 7038641.05' East: 2440826.66' End North: 7038611.29' East: 2440735.39' Segment #14 : Curve Length: 62.73' Radius: 88.00' Delta: 40°50'33" Tangent: 32.76' Chord: 61.41' Course: 52°21'35"w Course In: S71°56'19"w Course Out: 567°13'09"E RP North: 7038584.00' East: 2440651.73' End North: 7038549.93' East: 2440732.86' Segment #15 : Curve Length: 253.92' Radius: 467.00' Delta: 31°09'14" Tangent: 130.19' Chord: 250.81' Course: S7°12'15"W Course In: 567°13'09"E Course Out: 581°37'38"W RP North: 7038369.10' East: 2441163.43' End North: 7038301.10' East: 2440701.41' Segment #16 : Curve Length: 96.60' Radius: 60.00' Delta: 92°14'56" Tangent: 62.40' Chord: 86.50' Course: 537°45'06"w Course In: 581°37'38"w Course Out: 56°07'26"E RP North: 7038292.36' East: 2440642.05' End North: 7038232.71' East: 2440648.45' segment #17 : Curve Length: 65.60' Radius: 125.00' Delta: 30°04'07" Tangent: 33. 57' Chord: 64.85' Course: 568°50'31"w Course In: 56°07'26"E Course Out: N36°11'33"W RP North: 7038108.42' East: 2440661.79' End North: 7038209.30' East: 2440587.97' Segment #18 : Curve Length: 22.29' Radius: 53.00' Delta: 24°06'01" Tangent: 11.31' Chord: 22.13' Course: 565°51'28"w Course In: N36°11'33"w Course Out: 512°05'32"E RP North: 7038252.07' East: 2440556.68' End North: 7038200.25' East: 2440567.78' segment #19 : Line Course: N29°19'39"E Length: 36.07' North: 7038231.69' East: 2440585.45' Perimeter: 2353.05' Area: 22845 sq. Ft. Page 3 mow 3641-14.425EX1 Tract 2 Error Closure: 0.01 Course: N16°41'38"E Error North: 0.008 East: 0.002 Precision 1: 225604.00 Page 4 EXHIBIT "A" SIDEWALK EASEMENT Part of Lot 2, Block C, The Hollows @ Northlake Woodlands John C. Cook Survey, Abstract No. 315 City of Coppell, Dallas County, Texas DESCRIPTION, of a 475 square foot (0.011 acre) tract of land situated in the John C. Cook Survey, Abstract No. 315, City of Coppell, Dallas County, Texas; said tract being part of Lot 2, Block C, The Hollows @ Northlake Woodlands, an addition to the City of Coppell, Texas according to the plat recorded in Volume 99158, Page 16 of the Deed Records of Dallas County, Texas; said tract also being part of that tract of land described in Special Warranty Deed to Riverchase Owners Association, Inc. recorded in Volume 95108, Page 5319 of said Deed Records; said 475 square foot tract being more particularly described as follows (bearing system for this survey is based on the City of Coppell's published control network and the Texas State Plane Coordinate System - NAD 83(2011), North Central Zone 4202, based on observations at CP09, CP12, CP20 made on November 17th, 2014 with an applied combined scale factor of 1.000136506): BEGINNING, at the north end of a corner clip at the intersection of the west right-of-way line of Sora Lane (a 50-foot wide right-of-way) and the north right-of-way line of Crestview Drive (a 50-foot wide right-of-way); THENCE, South 48 degrees, 52 minutes, 06 seconds West, along the said north line of Crestview Drive, a distance of 14.96 feet to a point for the beginning of a non-tangent curve to the left; THENCE, in a westerly direction along said curve and said north line of Crestview Drive, having a central angle of 10 degrees, 25 minutes, 55 seconds, a radius of 275.00 feet, a chord bearing and distance of South 84 degrees, 37 minutes, 17 seconds West, 50.00 feet, an arc distance of 50.07 feet to a point for corner; THENCE, North 68 degrees, 33 minutes, 34 seconds East, departing the said north line of Crestview Drive, a distance of 66.89 feet to a point or corner in the said west line of Sora Lane; THENCE, South 06 degrees, 59 minutes, 50 seconds West, along the said west line of Sora Lane, a distance of 10.00 feet to the POINT OF BEGINNING; CONTAINING: 475 square feet or 0.011 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. g/7 •.°.F..rF Michael Cleo Billingsley Date MICHAEL CLEO BILLINGSLEY Registered Professional Land Surveyor No. 6558 Pacheco Koch, LLC -f 90 6558 6558 a O 6100 Western Place, #1001, Fort Worth TX 76107 tio•••S a R.4` (817) 412-7155 TX Reg. Surveying Firm LS-10193824 3641-14 425EX2.docx 3641-14.425EX2.dwg mcb PAGE 1 OF 1 \ LOT 2 / - U l/�1 EKEIBI T w p w I LOT 3 I o LOT 1, BLOCK 8 0 Q I PHASE A LOT 6 Y N LOT 6, BLOCK 7 NORTHLAKE WOOODOLANDS oPHASE A IILI NORTHLAKE WOODLANDS Z rL VOL. 88006, PG. 4454) 0° EAST NO. 10 (VOL. 88006, PG. 4454) Q II _- — 5/8-INCH IRON 0 20 ALLEY — ROD FOUND (C.M.) OJ I CD _..------ 20' ALLEY Q w PART OF LOT 2, BLOCK C o / THE HOLLOWS ©NORTHLAKE WOODLANDS PART OF LOT 2, BLOCK C O I © (VOL. 99158, PG. 16) CO —THE HOLLOWS RIVERCHASE OWNERS NI NORTHLAKE WOODLANDS CO ASSOCIATION, INC. (VOL. 95108, PG. 5319) I (VOL. 99158, PG. 16) O RIVERCHASE OWNERS JAMES PARISH SURVEY — ABST NO. 1139 Uf '—ASSOCIATION, INC. JOHN C. COOK SURVEY — ABST. NO. 315 O OI (VOL. 95108, PG. 5319) ' S 06'59'50" W I- co +•3A10.00' T 1/2-INCH IRON OD W/ YELLOW N 6a6 89 "GEODATA" CAP FOUND (C.M) R,g�50: /��� P.O.B. — — - LOT 1 SIDEWALK EASEMENT S 48'52'06" W BLOCK A 3 475 SF TRACT �1O25'55" 14.96' (VOL. 99158, PG. 16)� -. o cd (0.011 ACRES) C,cF \ �' x R=275.00' �- L — — — L=50.07' �, o d T=25.10' , (so' CB=S 84'37'17" W Q — iv/D4, RIGyT rn CD=50.00' �, `°F wq y� �/� z LEGEND w — — — — PROPERTY LINE 0 30 60 120 \ EASEMENT LINE Lu POINT FOR CORNER a (UNLESS OTHERWISE NOTED) GRAPHIC SCALE IN FEET 0 c2 m (C.M.) - CONTROLLING MONUMENT NOTES: ci 3 P.O.B. - POINT OF BEGINNING 1. A metes and bounds description of even The undersigned, Registered Professional Land survey date herewith accompanies this plat Surveyor, hereby certifies that this plat of of survey. survey accurately sets out the metes and 'ct..°F. TF a bounds of the easement tract described. y.i,G�srE9,6,..1 2. Bearing system for this survey is based on 0, • the City of Coppell's published control MICHAEL CLEO BILLINGSLEY network and the Texas State Plane :-- Coordinate System - NAD 83(2011), North s e/7/ %e 6558 P: Central Zone 4202, based on observations at 9+.• !Ss%o�y0 CP09, CP12, CP20 made on November 17th, N Michael Cleo Billingsley Date S U RNA 2014 with an applied combined scale factor Registered Professional of 1.000136506. O Land Surveyor No. 6558 SIDEWALK EASEMENT 6100 WESTERN PLACE, SUITE 1001>- a Pacheco Koch FORT WORTH, TX 76107 817.412.7155 PART OF LOT 2, BLOCK C cn TX REG. ENGINEERING FIRM F-14439 THE HOLLOWS 0 NORTHLAKE WOODLANDS > TX REG. SURVEYING FIRM LS-10193824 JOHN C. COOK SURVEY, ABST. NO. 315 2 1- DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS a MCB PMD 1"=60' AUG 2015 3641-14.425 PAGE 1 OF 1 0 DWG FILE: 3641-14.425EX2.DWG 3641-14.425Ex2.txt North: 7034268.78' East: 2439015.99' Segment #1 : Line Course: 548°52'06"W Length: 14.96' North: 7034258.94' East: 2439004.73' Segment #2 : Curve Length: 50.07' Radius: 275.00' Delta: 10°25' 55" Tangent: 25.10' Chord: 50.00' Course: 584°37'17"w Course In: SO°09'46"E Course Out: N10°35'40"W RP North: 7033983.94' East: 2439005. 51' End North: 7034254.25' East: 2438954.95' Segment #3 : Line Course: N68°33'34"E Length: 66.89' North: 7034278.70' East: 2439017.21' Segment #4 : Line Course: S6°59'50"W Length: 10.00' North: 7034268.78' East: 2439015.99' Perimeter: 141.92' Area: 475 Sq. Ft. Error Closure: 0.01 Course: 565°31'22"w Error North: -0.002 East: -0.005 Precision 1: 14185.00 Page 1 EXHIBIT "A" SIDEWALK EASEMENT Part of Lot 9, Block F, Northlake Woodlands East No. 12 James Parish Survey, Abstract No. 1139 City of Coppell, Dallas County, Texas DESCRIPTION, of a 49 square foot (0.001 acre) tract of land situated in the James Parish Survey, Abstract No. 1139, City of Coppell, Dallas County, Texas; said tract being part of Lot 9, Block F, Northlake Woodlands East No. 12, an addition to the City of Coppell, Texas according to the plat recorded in Volume 90107, Page 1216 of the Deed Records of Dallas County, Texas; said tract also being part of that tract of land described in Warranty Deed with Vendor's Lien to Darlington Reid recorded in Instrument No. 200600100492 of the Official Public Records of Dallas County, Texas; said 49 square foot tract being more particularly described as follows (bearing system for this survey is based on the City of Coppell's published control network and the Texas State Plane Coordinate System - NAD 83(2011), North Central Zone 4202, based on observations at CP09, CP12, CP20 made on November 17th, 2014 with an applied combined scale factor of 1.000136506): BEGINNING, at a "+" cut in concrete found at the intersection of the south right-of-way line of Crestview Drive (a 50-foot wide right-of-way) and the west right-of-way line of Mockingbird Lane (a 60-foot wide right-of-way); said point being the northeast corner of said Lot 9 and the beginning of a curve to the left; THENCE, in a southerly direction along said curve and the said west line of Mockingbird Lane, having a central angle of 01 degree, 07 minutes, 00 seconds, a radius of 1,026.13 feet, a chord bearing and distance of South 22 degrees, 15 minutes, 07 seconds West, 20.00 feet, an arc distance of 20.00 feet to a point for corner; THENCE, North 08 degrees, 01 minute, 30 seconds East, departing the said west line of Mockingbird Lane, a distance of 20.30 feet to a point for corner in the said south line of Crestview Drive; THENCE, South 71 degrees, 24 minutes, 42 seconds East, along the said south line of Crestview Drive, a distance of 5.00 feet to the POINT OF BEGINNING; CONTAINING: 49 square feet or 0.001 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. Michael Cleo Billingsley Date MICHAEL CLEO BILLINGSLEY Registered Professional Land Surveyor No. 6558 r•••..-0,5, 6558 _:Q Pacheco Koch, LLC 92:o...... -k 6100 Western Place, #1001, Fort Worth TX 76107 (817) 412-7155 TX Reg. Surveying Firm LS-10193824 3641-14 425EX3.docx 3641-14.425EX3.dwg mcb PAGE 1 OF 1 / 000T © CiS) s "+" CUT IN CONCRETE v ��i FOUND (C.M.) Q � (S0' F � ---.. �0E RI�yT OFik- 014 O / \ SIDEWALK EASEMENT V a 49 SF TRACT 3 (0.001 ACRES) S 71'24 42 EI LEGEND \ 5.00'- - PROPERTY LINEP.O.B. EASEMENT LINE POINT FOR CORNER 4.1 � (UNLESS OTHERWISE NOTED) "+" CUT IN CONCRETE O FOUND (C.M.) (C.M.) - CONTROLLING MONUMENT /n O � �� Q .— to / X1'07 00 P.O.B. - POINT OF BEGINNING p N R=1,026.13' L=20.00' Z • T=10.00' LOT 9, BLOCK F CB=S 2215'07" W NORTHLAKE WOODLANDS EAST NO. 12 CD=20.00' (VOL. 90107, PG. 1216) / �, DARLINGTON REID / ---------- o (INST. NO. 200600100492) ,, x w N /V 4 I JAMES PARISH SURVEY - ABST. NO. 1139 / ,coo JACOB G. CARLOCK SURVEY - ABST. NO. 312 / JOHN C. COOK SURVEY - ABST. NO. 315 I- I- z / / z w w 0 10 20 40 i • i Q w w GRAPHIC SCALE IN FEET O 0 NOTES: 0 1. A metes and bounds description of even The undersigned, Registered Professional Land survey date herewith accompanies this plat Surveyor, hereby certifies that this plat of of survey. survey accurately sets out the metes and .�E.,OF. TF Q bounds of the easement tract described. Q��� ERF r9�, 2. Bearing system for this survey is based on L. ( 1' the City of Coppell's published control MICHAEL CLEO BILLINGSLEY network and the Texas State Plane Coordinate System — NAD 83(2011), North a,�7 1/7/ ;.9 6558 Pr Central Zone 4202, based on observations at Michael Cleo Billingsley Date 9.y�:�ESs1��r� CP09, CP12, CP20 made on November 17th, O g y S U R`1 2014 with an applied combined scale factor Registered Professional of 1.000136506. Land Surveyor No. 6558 SIDEWALK EASEMENT 6100 WESTERN PLACE, SUITE 1001 Pacheco Koch FORT WORTH, TX 76107 817.412.7155 PART OF LOT 9, BLOCK F Y TX REG. ENGINEERING FIRM F-14439 NORTHLAKE WOODLANDS EAST NO. 12 a TX REG. SURVEYING FIRM LS-10193824 JAMES PARISH SURVEY, ABST. NO. 1139 w w ui DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS $ MCB PMD 1"=20' AUG 2015 3641-14.425 PAGE 1 OF 1 DWG FILE: 3641-14.425EX3.DWG 3641-14.425EX3.txt End North: 7034701.46' East: 2438598.44' Segment #1 : Curve Length: 20.00' Radius: 1026.13' Delta: 1°07'00" Tangent: 10.00' Chord: 20.00' Course: s22°15'07"W Course In: s67°11'23"E Course Out: N68°18'24"W RP North: 7034303.65' East: 2439544.32' End North: 7034682.95' East: 2438590.87' segment #2 : Line Course: N8°01'30"E Length: 20.30' North: 7034703.05' East: 2438593.70' segment #3 : Line Course: 571°24'42"E Length: 5.00' North: 7034701.46' East: 2438598.44' Perimeter: 45.30' Area: 49 Sq. Ft. Error Closure: 0.00 Course: S8°02'24"W Error North: -0.003 East: -0.000 Precision 1: 45300000.00 Page 1 EXHIBIT "A" SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows @ Northlake Woodlands James Parish Survey, Abstract No. 1139 City of Coppell, Dallas County, Texas DESCRIPTION, of a 1,189 square foot (0.027 acre) tract of land situated in the James Parish Survey, Abstract No. 1139, City of Coppell, Dallas County, Texas; said tract being part of Lot 1, Block D, The Hollows @ Northlake Woodlands, an addition to the City of Coppell according to the plat recorded in Volume 99158, Page 16 of the Deed Records of Dallas County, Texas; said tract also being part of that tract of land described in Warranty Deed to Charles and Colleen Green recorded in Volume 2003030, Page 2880 of said Deed Records; said 1,189 square foot tract being more particularly described as follows (bearing system for this survey is based on the City of Coppell's published control network and the Texas State Plane Coordinate System - NAD 83(2011), North Central Zone 4202, based on observations at CP09, CP12, CP20 made on November 17th, 2014 with an applied combined scale factor of 1.000136506): COMMENCING, at the north corner of Lot 33, Block A of said The Hollows @ Northlake Woodlands; said point being the west corner of said Charles and Colleen Green tract; THENCE, North 78 degrees, 47 minutes, 21 seconds East, along the north line of said Charles and Colleen Green tract, a distance of 90.14 feet to the POINT OF BEGINNING; THENCE, North 78 degrees, 47 minutes, 21 seconds East, continuing along the said north line of the Charles and Colleen Green tract, a distance of 26.62 feet to a point for corner; said point being the beginning of a non-tangent curve to the right; THENCE, in a southeasterly direction along said curve, having a central angle of 00 degrees, 15 minutes, 17 seconds, a radius of 337.00 feet, a chord bearing and distance of South 50 degrees, 51 minutes, 39 seconds East, 1.50 feet, an arc distance of 1.50 feet to a point at the end of said curve; said point being the beginning of a reverse curve to the left; THENCE, in an easterly direction along said curve, having a central angle of 75 degrees, 27 minutes, 32 seconds, a radius of 33.00 feet, a chord bearing and distance of South 88 degrees, 27 minutes, 47 seconds East, 40.39 feet, an arc distance of 43.46 feet to a point at the end of said curve; said point being the beginning of a reverse curve to the right; THENCE, in a northeasterly direction along said curve, having a central angle of 04 degrees, 25 minutes, 32 seconds, a radius of 145.00 feet, a chord bearing and distance of North 56 degrees, 01 minutes, 13 seconds East, 11.20 feet, an arc distance of 11.20 feet to a point at the end of said curve in the southeast line of said Charles and Colleen Green tract; THENCE, South 29 degrees, 19 minutes, 39 seconds West, along the said southeast line of the Charles and Colleen Green tract, a distance of 36.07 feet to a point for corner; said point being the beginning of a non-tangent curve to the right; THENCE, in a northwesterly direction along said curve, having a central angle of 51 degrees, 21 minutes, 31 seconds, a radius of 53.00 feet, a chord bearing and distance of North 76 degrees, 24 minutes, 46 seconds West, 45.93 feet, an arc distance of 47.51 feet to a point at the end of said curve; said point being the beginning of a reverse curve to the left; PAGE 1 OF 2 EXHIBIT "A" SIDEWALK EASEMENT Part of Lot 1, Block D, The Hollows @ Northlake Woodlands James Parish Survey, Abstract No. 1139 City of Coppell, Dallas County, Texas THENCE, in a northwesterly direction along said curve, having a central angle of 03 degrees, 20 minutes, 04 seconds, a radius of 317.00 feet, a chord bearing and distance of North 52 degrees, 24 minutes, 03 seconds West, 18.45 feet, an arc distance of 18.45 feet to the POINT OF BEGINNING; CONTAINING: 1,189 square feet or 0.027 acres of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract described. .OF• TF 9.-'9d) MICHAEL CLEO BILLINGSLEY Michael Cleo Billingsley Date 6558 Registered Professional Land Surveyor No. 6558 9 9O 6 o• P° Pacheco Koch, LLC �o�........ I � 6100 Western Place, #1001, Fort Worth TX 76107 (817) 412-7155 TX Reg. Surveying Firm LS-10193824 3641-14.425EX4.doc 3641-14.425EX4 mcb PAGE 2 OF 2 / / I MMi�Lrr 20' WATER MAIN EASEMENT LOT 17, BLOCK H !/�1E [U o �� o (VOL. 72104, PG. 2166) I HI 20' UTEASEMENT PHASE C LOT 26 PER YftViNG 54 WL 2AILITY SC 38 PLANS) NORTHLAKE WOODLANDS (RfiCORDING INFORMATION UNKNOWN) EAST NO. 10 (cm.) / (VOL. 95170, PG. 1) i. v TEXAS POWER & LIGHT / LOT 25 / Q COMPANY EASEMENT / 0 30 60 120 (VOL.� 106) / (VOL. 85077, PG. 3300) 1 / I / GRAPHIC SCALE IN FEET / r LOT 24 IRF / o 2 RIVERCHASE OWNERS LOT 23 IRF 17-___ ________ ASSOCIATION, INC. / m o `.1,:' (C.M.) — — (VOL. 95108, PG. 5319) z • — / 0 — — 15' All-EY — I / co -- 20' UTILITY EASEMENT "1 I (VOL. 99158, PG. 16) >. O CC (11 PART OF LOT 1, BLOCK D N / o THE HOLLOWS © NORTHLAKE WOODLANDS (VOL. 99158, PG. 16) N© / I cta 00 N / RIVERCHASE OWNERS ASSOCIATION, INC. > cn N (VOL. 95108, PG. 5319) TEXAS POWER & LIGHT 1 1 ---- ---- COMPANY EASEMENTQ (VOL. 657, PG. 106) P O.O. (VOL. 85077, PG. 3300) 55 5T Cl —C S 0 _ I gp.14' �'�• C2 • • 7.54' EASEMENT N — 417_2:____------ `. • l V I 1 I / N SLOPE PG. 16) CHARLES AND VOL. 99158, — COLLEEN GREEN C4 SIDEWALK EASEMENT / -- r`°) POINT OF (VOL. 2003030, , / 1,189 SF TRACT i -- 15' ALt-EY COMMENCING PG. 2880) �� (0.027 ACRES) 0 — LOT 33, BLOCK A PART OF LOT 1, BLOCK D W LEGEND I THE HOLLOWS THE HOLLOWS w — – – — PROPERTY LINE I�ORTHLAKE WOODLANDS ' NORTHLAKE WOODLANDS EASEMENT LINE / (VOL. 99158, PG. a POINT FOR CORNER (VOL. 99158, PG. 16) 16) a (UNLESS OTHERWISE NOTED) I I I/ I 0 u (C.M.) - CONTROLLING MONUMENT cNOTES: 0 Q P.O.O. - POINT OF BEGINNING 1. A metes and bounds description of even The undersigned, Registered Professional Land survey date herewith accompanies this plat Surveyor, hereby certifies that this plat of OF of survey. survey accurately sets out the metes and '1..•••••• TF Q bounds of the easement tract described. y Q���SLRF rq�, 2. Bearing system for this survey is based on cn GTS( the City of Coppell's published control MICHAEL CLEO BILLINGSLEY network and the Texas State Plane I ,----- Coordinate System — NAD 83(2011), North o /7 / 5 �%.0 6558 -'o Central Zone 4202, based on observations at 9,p•O;pESs%°?-1� CP09, CP12, CP20 made on November 17th, N Michael Cleo Billingsley Date D 8.R''' 2014 with an applied combined scale factor Registered Professional of 1.000136506. Land Surveyor No. 6558 I j 6100 WESTERN PLACE, SUITE 1001 SIDEWALK EASEMENT Pacheco Koch FORT WORTH, TX 76107 817.412.7155 PART OF LOT 1, BLOCK D YTX REG. ENGINEERING FIRM F-14439 THE HOLLOWS ® NORTHLAKE WOODLANDS ommum TX REG. SURVEYING FIRM LS-10193824 JAMES PARISH SURVEY, ABST. NO. 1139 Li n DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS MCB PMD 1"=60' AUG 2015 3641-14.425 PAGE 1 OF 2 o DWG FILE: 3641-14.425EX4.DWG LINE TABLE L/NE BEAR/NG LENGTH L1 N 78'47'21" E 26.62' L2 S 29'19'39" W 36.07' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BEAR/NG CHORD 0 Cl 00015'17" 337.00' 1.50' 0.75' S 50'51'39" E 1.50' a C2 075'27'32" 33.00' 43.46' 25.53' S 88'27'47" E 40.39' C3 00425'32" 145.00' 11.20' 5.60' N 56101'13" E 11.20' C4 051'21'31" 53.00' 47.51' 25.48' N 76'24'46" W 45.93' C5 00320'04" 317.00' 18.45' 9.23' N 5224'03" W 18.45' w J a d 0 CO 0_ a 3 0 0 SIDEWALK EASEMENT 6100 WESTERN PLACE, SUITE 1001 Pacheco Koch FORT WORTH, TX 76107 817.412.7155 PART OF LOT 1, BLOCK D - TX REG. ENGINEERING FIRM F-14439 THE HOLLOWS ® NORTHLAKE WOODLANDS o TX REG. SURVEYING FIRM LS-10193824 JAMES PARISH SURVEY, ABST. NO. 1139 N DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS MCB PMD NONE AUG 2015 3641-14.425 PAGE 2 OF 2 DWG FILE: 3641-14.425EX4.DWG 3641-14.425EX4.txt North: 7035036.12' East: 2441571.76' Segment #1 : Line Course: N78°47'21"E Length: 26.62' North: 7035041.30' East: 2441597.87' Segment #2 : Curve Length: 1.50' Radius: 337.00' Delta: 0°15'17" Tangent: 0.75' Chord: 1. 50' Course: S50°51'39"E Course In: S39°00'43"w Course Out: N39°15'59"E RP North: 7034779.44' East: 2441385.74' End North: 7035040.35' East: 2441599.03' segment #3 : Curve Length: 43.46' Radius: 33.00' Delta: 75°27'32" Tangent: 25. 53' Chord: 40.39' Course: 588°27'47"E Course In: N39°15'59"E Course Out: 536°11'33"E RP North: 7035065.90' East: 2441619.92' End North: 7035039.26' East: 2441639.41' Segment #4 : Curve Length: 11.20' Radius: 145.00' Delta: 4°25'32" Tangent: 5.60' Chord: 11.20' Course: N56°01'13"E Course In: 536°11'33"E Course Out: N31°46'01"W RP North: 7034922.24' East: 2441725.03' End North: 7035045. 52' East: 2441648.70' Segment #5 : Line Course: 529°19'39"w Length: 36.07' North: 7035014.08' East: 2441631.03' Segment #6 : Curve Length: 47. 51' Radius: 53.00' Delta: 51°21'31" Tangent: 25.48' Chord: 45.93' Course: N76°24'46"W Course In: N12°05'32"w Course Out: 539°15' 59"w RP North: 7035065.90' East: 2441619.93' End North: 7035024.87' East: 2441586.39' segment #7 : Curve Length: 18.45' Radius: 317.00' Delta: 3°20'04" Tangent: 9.23' Chord: 18.45' Course: N52°24'03"W Course In: 539°15'59"w Course Out: N35°55' 55"E RP North: 7034779.44' East: 2441385.75' End North: 7035036.12' East: 2441571.77' Page 1 3641-14.425EX4.txt Perimeter: 184.81' Area: 1189 Sq. Ft. Error Closure: 0.01 Course: N60°12'13"E Error North: 0.005 East: 0.009 Precision 1: 18016.00 Page 2 ■ Complete items 1, 2, and 3. Also complete A. Signatu e item 4 if Restricted Delivery is desired. /Ad ent ■ Print your name and address on the reverse X � dressee so that we can return the card to you. g,e y (Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? El s 1. Article Addressed to: If YES, enter delivery address below: No � ►�rax-wnjkm� C� . $� T�kWati 2. Article Number (1-ransfer from service label) 3. 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