OWNER: ADDRESS: LOCATION MAP CENTURY LAND HOLDINGS II, LLC 6500 RIVER PLACE BLVD. BUILDING 2, SUITE 200 AUSTIN, TX 78730 OWNER: CITY OF LEANDER ADDRESS: P.O. BOX 319 LEANDER, TX 78646 ACREAGE: LOTS ACREAGE: ROW ACREAGE: 93.607 ACRES 84.788 ACRES 8.819 ACRES ENGINEER & SURVEYOR: PAPE-DAWSON ENGINEERS, INC. 10801 N. MOPAC EXPY., BLDG. 3, SUITE 200 AUSTIN, TX 78759 (512) 454-8711 P SURVEY: WATER CAMPBELL SURVEY ABSTRACT No. 5 NUMBER OF BLOCKS: 7 SINGLE FAMILY LOTS: 126 HOA AMENITY LOTS: 1 CONDOMINIUM LOTS: 1 HOA LOTS: 10 PUBLIC PARKLAND LOTS: 2 TOTAL LOTS: 140 LINEAR FEET OF NEW STREETS: 5053' LINEAR FEET OF NEW ALLEYS: 5471' SUBMITTAL DATE: OCTOBER 3, 2017 BEARINGS ARE BASED ON THE ON THE NORTH AMERICAN DATUM OF 1983 NAD 83 (NA2011), EPOCH 2010.00, FROM THE TEXAS COORDINATE SYSTEM ESTABLISHED FOR THE CENTRAL ZONE. COMBINED SCALE FACTOR: 0.99988 BENCHMARKS: BENCHMARK ELEVATIONS ARE BASED ON NAVD 88, GEOID 03. #1 SET CHISELED SQUARE AT THE EAST CORNER OF HEADWALL, ON THE SOUTH SIDE OF CRYSTAL FALLS PARKWAY, GRID COORDINATES= N=10178473.7 E=3087944.3 ELEVATION=931.42 #2 SET CHISELED SQUARE ON CURB AT THE NOSE OF THE EAST END OF AN ISLAND IN THE CENTER OF CRYSTAL FALLS PARKWAY, GRID COORDINATES= N=10178737.1 E=3088788.35 ELEVATION=942.05 LINEAR FEET OF NEW STREET ARTESIAN SPRINGS DRIVE: YAUPON GROVE LANE: ARENDALE DRIVE: CYPRESS GATE DRIVE: PECAN ISLAND DRIVE: SHALLOW SPRINGS DRIVE: FOUNTAIN BRIDGE DRIVE: LINEAR FEET OF NEW ALLEYS HIGH SADDLE ALLEY: WALNUT SPRINGS ALLEY: COPPER MESA ALLEY: CRYSTAL WELL ALLEY: A1 ALLEY: B2 ALLEY: B5 ALLEY: D1 ALLEY: F1 ALLEY: F2 ALLEY: F3 ALLEY: F4 ALLEY: F5 ALLEY: G1 ALLEY: 2357 LF 693 LF 167 LF 927 LF 563 LF 156 LF 190 LF 160 LF 648 LF 573 LF 549 LF 504 LF 623 LF 629 LF 164 LF 147 LF 534 LF 137 LF 529 LF 137 LF 137 LF SHEET 1 OF 10 FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. DOC. No. O.P.R. P.R. D.R. FD. I.R. B/A P/D P.O.B. A.E. D.E. H.O.A. P.A. W.W.E. P.U.E. DOCUMENT NUMBER FOUND IRON ROD BAKER-AICKLEN CAP PAPE-DAWSON CAP POINT OF BEGINNING ACCESS EASEMENT DRAINAGE EASEMENT HOME OWNERS ASSOCIATION PUBLIC ACCESS WASTEWATER EASEMENT PUBLIC UTILITY EASEMENT Date: Jul 03, 2018, 4:43pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
LOCATION MAP FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. DOC. No. O.P.R. P.R. D.R. FD. I.R. B/A P/D P.O.B. A.E. D.E. H.O.A. P.A. W.W.E. P.U.E. SHEET 2 OF 10 DOCUMENT NUMBER FOUND IRON ROD BAKER-AICKLEN CAP PAPE-DAWSON CAP POINT OF BEGINNING ACCESS EASEMENT DRAINAGE EASEMENT HOME OWNERS ASSOCIATION PUBLIC ACCESS WASTEWATER EASEMENT PUBLIC UTILITY EASEMENT Date: Jul 03, 2018, 4:43pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
DOC. No. O.P.R. P.R. D.R. FD. I.R. B/A P/D P.O.B. A.E. D.E. H.O.A. P.A. W.W.E. P.U.E. DOCUMENT NUMBER FOUND IRON ROD BAKER-AICKLEN CAP PAPE-DAWSON CAP POINT OF BEGINNING ACCESS EASEMENT DRAINAGE EASEMENT HOME OWNERS ASSOCIATION PUBLIC ACCESS WASTEWATER EASEMENT PUBLIC UTILITY EASEMENT FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. SHEET 3 OF 10 Date: Jul 03, 2018, 4:43pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. DOC. No. O.P.R. P.R. D.R. FD. I.R. B/A P/D P.O.B. A.E. D.E. H.O.A. P.A. W.W.E. P.U.E. DOCUMENT NUMBER FOUND IRON ROD BAKER-AICKLEN CAP PAPE-DAWSON CAP POINT OF BEGINNING ACCESS EASEMENT DRAINAGE EASEMENT HOME OWNERS ASSOCIATION PUBLIC ACCESS WASTEWATER EASEMENT PUBLIC UTILITY EASEMENT SHEET 4 OF 10 Date: Jul 03, 2018, 4:43pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. DOC. No. O.P.R. P.R. D.R. FD. I.R. B/A P/D P.O.B. A.E. D.E. H.O.A. P.A. W.W.E. P.U.E. DOCUMENT NUMBER FOUND IRON ROD BAKER-AICKLEN CAP PAPE-DAWSON CAP POINT OF BEGINNING ACCESS EASEMENT DRAINAGE EASEMENT HOME OWNERS ASSOCIATION PUBLIC ACCESS WASTEWATER EASEMENT PUBLIC UTILITY EASEMENT SHEET 5 OF 10 Date: Jul 03, 2018, 4:43pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
FINAL PLAT OF SHEET 6 OF 10 Date: Jul 03, 2018, 4:44pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. SHEET 7 OF 10 Date: Jul 03, 2018, 4:44pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
FIELD NOTES FOR A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. SAID 93.607 ACRE TRACT ACRE TRACT BEING MORE FULLY DESCRIBED AS FOLLOWS, WITH BEARINGS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NA 2011) EPOCH 2010.00, FROM THE TEXAS COORDINATE SYSTEM ESTABLISHED FOR THE CENTRAL ZONE: BEGINNING at a ½" iron rod with yellow cap marked "Pape-Dawson" found in the south right-of-way line of E. Crystal Falls Parkway, a variable width right-of-way, same being the northeast corner of Lot 2A, Block A of the Amended Final Plat of Lots 1 & 2 of Crystal Springs recorded in Document No. 2014095166 of the Official Public Records of Williamson County, Texas, also same being the northernmost northwest corner of said 128.40 acre tract, for the northernmost northwest corner and POINT OF BEGINNING hereof; THENCE N 69 18'58" E, with the south right-of-way line of said E. Crystal Falls Parkway, same being the northernmost line of said 128.40-acre tract, 60.01 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" found at the northwest corner of Lot 4, Block A of said Short Form Final Plat of Crystal Springs, same being northernmost northeast corner of said 128.40-acre tract, for the northernmost northeast corner hereof; THENCE S 20 41'02" E, departing the south right-of-way line of said E. Crystal Falls Parkway, with the west line of said Lot 4, Block A, same being an east line of said 128.40-acre tract, 300.02 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" found at the southwest corner of said Lot 4, Block A, same being a northeast ell corner of said 128.40-acre tract; THENCE N 69 19'45" E, with the south line of said Lot 4, Block A, same being a north line of said 128.40 acre tract, a distance of 270.76 feet to an iron rod with cap marked "Baker-Aicklen" found at the southeast corner of said Lot 4, Block A, same being a point in the west line of the remnant portion of a called 8.07 acre tract conveyed to Neil R. Kenagy and Karen V. Kanagy of the Official Public Records of Williamson County, Texas, same being the easternmost northeast corner of said 128.40 acre tract for the easternmost northeast corner hereof; THENCE S 07 58'21" E, with the west line of said remnant portion of an 8.07-acre tract, same being the east line of said 128.40-acre tract, a distance of 501.63 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" found at the southwest corner of said remnant portion of an 8.07-acre tract, same being the northwest corner of said 128.40-acre tract for a northeast ell corner hereof; THENCE N 69 33'35" E, with a south line of said remnant portion of an 8.07 acre tract, same being the north line of said 128.40 acre tract, a distance of 274.86 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" found at the southeast corner of said remnant portion of an 8.07 acre tract, same being a point in the west line of a called 10.59 acre tract conveyed to Cathy Lynne Broun recorded in Document No. 2015035808 of the Official Public Records of Williamson County, Texas, also being the northeast corner of said 128.40 acre tract for a northeast corner hereof; THENCE S 19 06'58" E, with the west line of said 10.59-acre tract, same being the east line of said 128.40-acre tract, a distance of 26.23 feet to an iron rod with cap marked "Baker-Aicklen" found at the southwest corner of said 10.59-acre tract, same being the northwest corner of said 128.40-acre tract, for a northeast ell corner hereof; THENCE N 69 32'13" E, with the south line of said 10.59-acre tract, same being the north line of said 128.40-acre tract, 556.88 feet to a ½" iron rod found at the southeast corner of said 10.59-acre tract, same being the northwest corner of said 128.40-acre tract, also being a point in the west line of Cold Springs Section 6 recorded in Document No. 2013089271 of the Official Public Records of Williamson County, Texas, for the easternmost northeast corner hereof; THENCE with the east line of said 128.40-acre tract, same being the west line of said Cold Springs, Section 5, the west line of Cold Springs, Section 6 recorded in Document No. 2014020708 of the Official Public Records of Williamson County, Texas, and Lot 28, Block K of Cold Springs Section 2 recorded in Document No. 2012008535 of the Official Public Records of Williamson County, Texas the following two (2) courses and distances: 1. S 20 50'01" E, a distance of 492.76 feet to a ½" iron rod found, and 2. S 20 43'57" E, a distance of 206.28 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set in the west line of said Cold Springs, Section 6, same being a point in the east line of said 128.40 acre tract for an east corner hereof; THENCE departing the west line of said Cold Springs, Section 6, through the interior of said 128.40-acre tract the following nineteen (19) courses and distances: 1. S 69 22'52" W, a distance of 116.82 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 2. along the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 89 50'38", a chord bearing and distance of S 24 27'32" W, 18.36 feet, an arc length of 20.38 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangency, 3. S 20 27'47" E, a distance of 20.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 4. S 69 32'13" W, a distance of 53.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 5. N 20 27'47" W, a distance of 110.11 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 6. N 65 27'47" W, a distance of 8.49 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 7. S 69 32'13" W, a distance of 127.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 8. N 20 27'47" W, a distance of 20.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 9. N 69 32'13" E, a distance of 3.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 10. N 20 27'47" W, a distance of 107.30 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 11. S 69 32'13" W, a distance of 392.91 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 12. N 20 27'47" W, a distance of 203.36 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 13. N 69 32'13" E, a distance of 15.69 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 14. N 20 27'47" W, a distance of 102.14 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangent curvature, 15. along the arc of a curve to the right, having a radius of 326.50 feet, a central angle of 08 32'18", a chord bearing and distance of S 79 33'24" W, 48.61 feet, an arc length of 48.66 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of reverse curvature, 16. along the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 74 46'08", a chord bearing and distance of S 42 41'48" W, 15.79 feet, an arc length of 16.96 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 17. S 88 14'09" W, a distance of 53.09 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangent curvature, 18. along the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 81 29'35", a chord bearing and distance of N 43 25'57" W, 16.97 feet, an arc length of 18.49 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangency, 19. N 88 25'57" W, a distance of 120.36 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set at the northwest corner of said 5.182 acre tract; THENCE: FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, BEING OUT OF A CALLED 52.372 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS AND AS ALSO REFERENCED IN DOCUMENT NO., OUT OF A CALLED 3.466 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, OUT OF A CALLED 5.182 ACRE TRACT CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND OUT OF A CALLED 1.420 ACRE TRACT, CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO. 2018044580 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. with the west line of said 5.182 acre tract, the following nine (9) courses and distances: 1. S 01 34'03" W, a distance of 107.47 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 2. S 18 44'38" W, a distance of 15.52 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 3. S 30 13'24" W, a distance of 100.14 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 4. S 47 37'44" W, a distance of 118.55 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 5. S 01 34'03" W, a distance of 132.04 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 6. along the arc of a curve to the left, having a radius of 300.00 feet, a central angle of 60 05'15", a chord bearing and distance of S 28 28'34" E, 300.40 feet, an arc length of 314.62 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangency, 7. S 58 31'11" E, a distance of 404.57 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 8. S 58 04'34" E, a distance of 5.14 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangent curvature, 9. along the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 79 46'01", a chord bearing and distance of N 78 22'01" E, 16.67 feet, an arc length of 18.10 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a southeast corner of said 5.182 acre tract; THENCE departing the south line of said 5.182 acre tract, through the interior of said 128.40-acre tract the following eleven (11) courses and distances: 1. S 49 11'17" E, a distance of 53.34 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangent curvature, 2. the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 72 00'19", a chord bearing and distance of S 05 11'15" E, 15.28 feet, an arc length of 16.34 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of reverse curvature, 3. along the arc of a curve to the right, having a radius of 332.00 feet, a central angle of 31 21'22", a chord bearing and distance of S 29 03'49" E, 179.43 feet, an arc length of 181.69 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of compound curvature, 4. along the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 82 07'20", a chord bearing and distance of S 58 34'41" E, 17.08 feet, an arc length of 18.63 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangency, 5. S 10 25'28" E, a distance of 53.01 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 6. N 80 30'16" E, a distance of 62.91 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 7. along the arc of a curve to the left, having a radius of 180.00 feet, a central angle of 10 58'03", a chord bearing and distance of N 75 01'15" E, 34.40 feet, an arc length of 34.46 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangency, 8. N 69 32'13" E, a distance of 518.14 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 9. along the arc of a curve to the left, having a radius of 103.00 feet, a central angle of 30 24'11", a chord bearing and distance of N 54 20'08" E, 54.02 feet, an arc length of 54.66 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangency, 10. S 50 51'58" E, a distance of 81.75 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, and 11. N 69 32'13" E, a distance of 148.29 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set in the west line of said Cold Springs Section 6 for an east corner hereof THENCE with the east line of said 40.23-acre tract, same being the west line of said Cold Springs, Section 6 the following three (3) courses and distances: 1. S 21 27'25" E, a distance of 546.35 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 2. S 20 57'44" E, a distance of 821.91 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, and 3. S 22 15'59" E, a distance of 346.77 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set at the southeast corner of said 128.40 acre tract, also being a point in the line as described in Boundary Line Agreement recorded in Volume 394, Page 390 of the Deed Records of Williamson County, Texas, also being a point in the north line of Lot 00, Block B of the Lakewood County Estate Phase 1 recorded in Cabinet C, Slide 295 of the Plat Records of Williamson County, Texas for the southeast corner hereof; THENCE with the south line of said 128.40 acre tract, same being the north line of said Lakewood Country Estates Phase 1, with the north line of Lakewood Country Estate Phase 1, Replat of a portion of Lot 8, Block B recorded in Document No. 2011027213 of the Official Public Records of Williamson County, Texas and the north line of Lakewood Country Estate phase 1, Replat of Lots 6 & 7, Block B recorded in Document No. 2005007176 of the Official Public Records of Williamson County, Texas, the following five (5) courses and distances: 1. S 68 56'07" W, a distance of 322.57 feet to a ½ iron rod with yellow cap marked Pape-Dawson set, 2. S 35 14'07" W, a distance of 168.01 feet to a ½ iron rod with yellow cap marked Pape-Dawson set, 3. S 64 41'01" W, a distance of 228.94 feet to a ½ iron rod with yellow cap marked Pape-Dawson set, 4. S 69 53'48" W, a distance of 198.02 feet to a ½ iron rod with yellow cap marked Pape-Dawson set, and 5. S 88 13'48" W, a distance of 350.62 feet to a ½ iron rod with yellow cap marked Pape-Dawson set, at the southwest corner of said 40.24 acre tract, same being the southeast corner of a called 66.49 acre tract conveyed to the Richard and Linda Davis Living Trust recorded in Document No. 2014013495 of the Official Public Records of Williamson County, Texas, also being the northwest corner of Lot A of said Lakewood Country Estate Phase One, Replat of a Portion of Lot 8, Block B, same being the northeast corner of Lot 7B of said Lakewood County Estate Phase 1, Replat of Lots 6 & 7, Block B for the southernmost southwest corner hereof; THENCE departing the north line of said Lakewood Country Estate Phase One, Replat of a Portion of Lot 8, Block B, and north line of said Lakewood County Estate Phase 1, Replat of Lots 6 & 7, Block B, with the east line of said 66.49-acre tract, same being the west line of said 128.40-acre tract, the following four (4) courses and distances: 1. N 25 14'12" W, a distance of 98.81 feet to ½" iron rod found, 2. N 20 04'12" W, a distance of 278.24 feet to an iron rod with cap marked Forest found, 3. N 19 51'20" W, a distance of 766.54 feet to a ½" iron rod found, and 4. N 19 48'07" W, a distance of 425.01 feet to an iron rod with cap marked Forest found at the easternmost northeast corner of said 66.49 acre tract, THENCE S 86 15'01" W, with a north line of said 66.49-acre tract, same being the south line of said 19.81-acre tract, a distance of 993.54 feet to a cotton spindle found at the southwest corner of said 19.81-acre tract, same being a northeast corner of said 66.49-acre tract THENCE N 15 43'28" W, with the west line of said 128.40-acre tract, same being an east line of said 66.49-acre tract, a distance of 684.17 feet to an iron rod with cap marked "Baker-Aicklen" found at the northwest corner of said 66.49-acre tract, same being a point in the south line of a called 2.473-acre tract conveyed to Premas Global Lander 1, LLC recorded in Document No. 2009008606 of the Official Public Records of Williamson County, Texas for a northwest corner hereof; THENCE N 69 29'14" E, with the north line of said 128.40-acre tract, same being the south line of said 2.473-acre tract, a distance of 216.92 feet to a ½" iron rod found at the southeast corner of said 2.473-acre tract, same being a northwest corner of said 128.40-acre tract for a northwest ell corner hereof; THENCE departing the east line of said 2.473-acre tract, through the interior of said 128.40-acre tract the following twenty-seven (27) calls and distances: 1. N 76 46'03" E, a distance of 45.61 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 2. N 65 37'27" E, a distance of 163.61 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 3. along the arc of a curve to the right, having a radius of 153.00 feet, a central angle of 21 26'44", a chord bearing and distance of N 76 20'49" E, 56.93 feet, an arc length of 57.27 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangency, 4. N 87 04'11" E, a distance of 86.90 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 5. N 02 55'49" W, a distance of 20.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangent curvature, 6. along the arc of a curve to the left, having a radius of 37.00 feet, a central angle of 90 00'00", a chord bearing and distance of N 42 04'11" E, 52.33 feet, an arc length of 58.12 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangency, 7. N 02 55'49" W, a distance of 57.50 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 8. N 47 55'49" W, a distance of 8.49 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 9. S 87 04'11" W, a distance of 16.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 10. N 02 55'49" W, a distance of 53.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 11. N 87 04'11" E, a distance of 16.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 12. N 42 04'11" E, a distance of 8.50 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 13. N 02 51'43" W, a distance of 108.77 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 14. N 01 09'52" E, a distance of 86.24 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 15. N 01 34'03" E, a distance of 429.59 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangent curvature, 16. along the arc of a curve to the left, having a radius of 147.67 feet, a central angle of 23 44'44", a chord bearing and distance of N 08 48'40" W, 60.76 feet, an arc length of 61.20 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangency, 17. N 20 41'02" W, a distance of 37.85 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 18. along the arc of a curve to the left, having a radius of 37.00 feet, a central angle of 90 00'00", a chord bearing and distance of N 65 41'02" W, 52.33 feet, an arc length of 58.12 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangency, 19. S 69 18'58" W, a distance of 434.01 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 20. S 25 05'52" W, a distance of 8.60 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 21. S 19 07'14" E, a distance of 15.65 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 22. S 70 52'46" W, a distance of 53.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 23. N 19 07'14" W, a distance of 126.89 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of tangent curvature, 24. along the arc of a curve to the left, having a radius of 13.00 feet, a central angle of 91 33'48", a chord bearing and distance of N 64 54'12" W, 18.63 feet, an arc length of 20.77 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set for a point of non-tangency, 25. N 20 41'02" W, a distance of 53.00 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 26. N 69 18'58" E, a distance of 162.11 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set, 27. N 20 41'02" W, a distance of 119.98 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" set in the south line of said Lot 2A, Block A for a northwest corner hereof; THENCE N 69 18'51" E, with the south line of said Lot 2A, Block A, same being a north line of said 128.40 acre tract, a distance of 185.81 feet to a point THENCE N 69 18'58" E, continuing with the south line of said Lot 2A, Block A, same being a north line of said 128.40-acre tract, a distance of 315.18 feet to a ½" iron rod with yellow cap marked "Pape-Dawson" found at the southeast corner of said Lot 2A, Block A, same being the northwest ell corner of said Lot 3, Block A; THENCE N 20 41'02" W, with the east line of said Lot 2A, Block A, same being a west line of said 128.40-acre tract, 300.02 feet to the POINT OF BEGINNING and containing 93.607 acres in the City of Leander, Williamson County, Texas. Said tract being described in accordance with a survey prepared under Job No. 50943-01 by Pape Dawson Engineers, Inc. SHEET 8 OF 10 Date: Jul 03, 2018, 4:44pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
DETAIL SHEET OF PUBLIC UTILITY EASEMENTS (PUE) SHEET 9 OF 10 Date: Jul 03, 2018, 4:44pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01
NOTES: 1. THIS SUBDIVISION IS WHOLLY CONTAINED WITHIN THE CURRENT CORPORATE LIMITS OF THE CITY OF LEANDER, TEXAS. 2. NO LOT IN THIS SUBDIVISION SHALL BE OCCUPIED UNTIL CONNECTED TO THE CITY OF LEANDER WATER DISTRIBUTION AND WASTEWATER COLLECTION FACILITIES. 3. A BUILDING PERMIT IS REQUIRED FROM THE CITY OF LEANDER PRIOR TO CONSTRUCTION OF ANY BUILDING OR SITE IMPROVEMENTS ON ANY LOT IN THIS SUBDIVISION. 4. NO BUILDINGS, FENCES, LANDSCAPING OR OTHER STRUCTURES ARE PERMITTED WITHIN DRAINAGE EASEMENTS SHOWN EXCEPT AS APPROVED BY THE CITY OF LEANDER PUBLIC WORKS DEPARTMENT. 5. PROPERTY OWNER SHALL PROVIDE FOR ACCESS TO DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY THE CITY OF LEANDER. 6. ALL EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HIS/HER ASSIGNS. 7. IN ADDITION TO THE EASEMENTS SHOWN HEREON, A FIVE (5') FOOT WIDE PUBLIC UTILITY EASEMENT, EXCEPT AS NOTED ON THE PLAT, IS DEDICATED ALONG AND ADJACENT TO ALL RIGHT-OF-WAY WITH ADDITIONAL EASEMENT WIDTH PROVIDED WHERE NECESSARY TO HOUSE EQUIPMENT 8. A PORTION OF THIS TRACT IS WITHIN A FLOOD HAZARD AREA AS SHOWN ON THE FLOOD INSURANCE RATE MAP PANEL # 48491CO455E AND # 48491CO465E FOR WILLIAMSON CO., EFFECTIVE SEPTEMBER 26, 2008. ZONE X (UNSHADED) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ZONE AE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD. ZONE AE (SHADED) THE FLOODWAY IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT FLOODPLAIN AREAS THAT MUST BE KEPT FEE OF ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD HEIGHTS. 9. BUILDING SETBACKS NOT SHOWN HEREON SHALL COMPLY WITH THE MOST CURRENT ZONING ORDINANCE OF THE CITY OF LEANDER. ADDITIONAL RESIDENTIAL GARAGE SETBACKS MAY BE REQUIRED AS LISTED IN THE CURRENT ZONING ORDINANCE. 10. SIDEWALKS SHALL BE INSTALLED ON BOTH SIDES OF ARTESIAN SPRINGS CROSSING, YAUPON GROVE LANE, CYPRESS GATE DRIVE, FOUNTAIN BRIDGE DRIVE, SHALLOW SPRINGS DRIVE, AND PECAN ISLAND DRIVE. THOSE SIDEWALKS NOT ABUTTING A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL LOT (INCLUDING SIDEWALKS ALONG STREET FRONTAGES OF LOTS PROPOSED FOR SCHOOLS, CHURCHES, PARK LOTS, DETENTION LOTS, DRAINAGE LOTS, LANDSCAPE LOTS, OR SIMILAR LOTS), SIDEWALKS ON ARTERIAL STREETS TO WHICH ACCESS IS PROHIBITED, SIDEWALKS ON DOUBLE FRONTAGE LOTS ON THE SIDE TO WHICH ACCESS IS PROHIBITED, AND ALL SIDEWALKS ON SAFE SCHOOL ROUTES SHALL BE INSTALLED WHEN THE ADJOINING STREET IS CONSTRUCTED. 11. ALL UTILITY LINES MUST BE LOCATED UNDERGROUND. 12. NO DRIVEWAY SHALL BE CONSTRUCTED CLOSER THAN 50' OR 60% OF PARCEL FRONTAGE, WHICHEVER IS LESS, TO THE ROW OF AN INTERSECTING LOCAL OR COLLECTOR STREET OR 100' OR 60% OF PARCEL FRONTAGE, WHICHEVER IS LESS, TO THE ROW OF AN INTERSECTING ARTERIAL STREET. 13. THE HOA WILL OWN AND MAINTAIN THE FOLLOWING LOTS: LOT 1, BLOCK A; LOTS 44, 69 AND 79, BLOCK B; LOTS 1, 26, 29 AND 43, BLOCK F; LOT 1, BLOCK E; LOTS 17 AND 23, BLOCK G. 14. HOMEOWNERS ASSOCIATION FOR CRYSTAL SPRINGS COMMUNITY, INC. FILED WITH SECRETARY OF STATE UNDER FILE NO. 802971550. CRYSTAL SPRINGS CONDOMINIUMS, INC. FILED WITH THE SECRETARY OF STATE UNDER FILE NO. 802971557. 15. THE HOMEOWNERS ASSOCIATION IS REQUIRED TO MOW AND MAINTAIN LANDSCAPING IN THE OPEN CHANNELS, DETENTION AND WATER QUALITY AREAS. 16. THE CITY ACCEPTS AND MAINTAINS DRAINAGE IMPROVEMENTS CONTAINED IN OPEN CHANNELS. THE HOA IS RESPONSIBLE FOR MAINTENANCE OF WATER QUALITY PONDS AND APPURTENANCES CONTAINED IN THE HOA DRAINAGE EASEMENT. 17. RESIDENTIAL DRIVEWAY ACCESS OFF OF ARTESIAN SPRINGS CROSSING IS NOT PERMITTED. 18. THIS PROJECT IS SUBJECT TO A DEVELOPMENT AGREEMENT BETWEEN THE CITY OF LEANDER AND BLD CRYSTAL SPRINGS, LLC RECORDED IN DOCUMENT NUMBER 2017031350 IN THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. 19. A PORTION OF THIS PROPERTY IS WITHIN THE UBC WCID SITE #3 RESERVOIR INUNDATION EASEMENT PER DOC. NOS. 19608761 AND 19611876 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS AS DEFINED BY ELEVATION 903.00 FEET ABOVE MEAN SEA LEVEL. 20. TURTLE BAY LOOP AND WINDING STREAM TRAIL, PRIVATE STREETS WITHIN THE CONDOMINIUM LOT, LOT 16, BLOCK D AS SHOWN HEREIN AS PRIVATE DRIVE AND PUBLIC SAFETY EASEMENTS SHALL BE OWNED BY THE CRYSTAL SPRINGS CONDOMINIUMS HOMEOWNERS ASSOCIATION. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS ARE RECORDED IN THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS UNDER DOCUMENT NUMBER 2018041395. THIS DOCUMENT ESTABLISHES ANNUAL ASSESSMENTS ADEQUATE TO COVER THE EXPENSE OF MAINTENANCE AND OPERATION OF THE PRIVATE STREETS AND GIVES THE CITY THE AUTHORITY TO JUDICIALLY ENFORCE THE COVENANTS REQUIRING ADEQUATE ASSESSMENTS TO BE MADE AND COLLECTED AND THE STREETS TO BE MAINTAINED AND REPAIRED; AND PROVIDES FOR THE CITY TO RECOVER ANY ATTORNEY'S FEES AND EXPENSES INCURRED IN JUDICIAL ENFORCEMENT. 21. A PERPETUAL PUBLIC SAFETY AND PUBLIC SERVICE EASEMENT IS HEREBY DEDICATED FOR THE PURPOSE OF PROVIDING PUBLIC SAFETY SERVICES, POLICE, FIRE AND MEDICAL SERVICES, UTILITY METER READING, CODE ENFORCEMENT, BUILDING INSPECTIONS, SOLID WASTE COLLECTION, PUBLIC SCHOOL TRANSPORTATION, ANY OTHER PUBLIC SERVICES AND ENFORCING THE CITY ORDINANCES; AND GIVING THE CITY AND ITS AUTHORIZED OFFICERS AND DESIGNEES UNINHIBITED INGRESS AND EGRESS OVER, ACROSS AND THROUGH SUCH STREETS, ROADWAYS, AND RIGHTS-OF-WAY FOR THE PURPOSE OF PROVIDING PUBLIC SAFETY SERVICES, POLICE, FIRE AND MEDICAL SERVICES, AND ENFORCING THE PENAL CODE AND CITY ORDINANCES. THE HOA SHALL MAINTAIN AT ALL TIMES WITH THE CITY SECRETARY THE CURRENT GATE CODE OR KEY FOR ALL GATES REGULATING ACCESS TO AND FROM THE SUBDIVISION. 22. LOT 17, BLOCK F AND LOT 20, BLOCK H ARE DEDICATED AS PUBLIC PARKLAND, TO BE OWNED AND MAINTAINED BY THE CITY OF LEANDER. FINAL PLAT OF A 93.607 ACRE TRACT OF LAND, BEING OUT OF THE REMNANT PORTION OF A CALLED 128.40 ACRE TRACT OF LAND CONVEYED TO CENTURY LAND HOLDINGS II, LLC RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND BEING ALL OF A CALLED 52.289 ACRE TRACT, ALL OF A CALLED 3.466 ACRE TRACT, AND ALL OF A CALLED 1.420 ACRE TRACT, SAID TRACTS CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO., SITUATED IN THE WALTER CAMPBELL SURVEY, ABSTRACT NO. 3 IN THE CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS, KNOW ALL MEN BY THESE PRESENTS: THAT CENTURY LAND HOLDINGS II, LLC THE OWNER OF THE REMNANT PORTION OF A CALLED 128.40 ACRE TRACT RECORDED IN DOCUMENT NO. 2017090246 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS DO HEREBY SUBDIVIDE A PORTION OF THE REMNANT PORTION OF SAID 128.40 ACRE TRACT IN ACCORDANCE WITH THE MAP OR PLAT ATTACHED HERETO, TO BE KNOWN AS CRYSTAL SPRINGS PHASE 1 AND DO HEREBY DEDICATE ALL ADDITIONAL ROW, STREETS, ALLEYS, EASEMENTS, PARKS AND OTHER OPEN SPACES TO PUBLIC USE OR WHEN THE SUBDIVIDER HAD MADE PROVISION FOR PERPETUAL MAINTENANCE THEREOF, TO THE INHABITANTS OF OF THE SUBDIVISION. NO OBSTRUCTIONS ARE PERMITTED IN DRAINAGE EASEMENTS, EXCEPT AS APPROVED BY THE CITY OF LEANDER. WITNESS MY HAND THIS THE DAY OF, 2018, A.D. BY: BRIAN BEKKER VICE PRESIDENT OF OPERATIONS CENTURY LAND HOLDINGS II, LLC A COLORADO LIMITED LIABILITY COMPANY, D/B/A/ CENTURY LH II, LLC 6500 RIVER PLACE BLVD. BUILDING 2, SUITE 200 AUSTIN, TX 78730 COUNTY OF BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE DAY OF, 2018, A.D. NOTARY PUBLIC, PRINTED NAME KNOW ALL MEN BY THESE PRESENTS: MY COMMISSION EXPIRES THAT THE CITY OF LEANDER, TEXAS, THE OWNER OF A CALLED 52.289 ACRE TRACT, A CALLED 3.466 ACRE TRACT, AND A CALLED 1.420 ACRE TRACT, SAID TRACTS CONVEYED TO THE CITY OF LEANDER, TEXAS IN DOCUMENT NO., RECORDED IN THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS DO HEREBY DEDICATE ALL OF SAID 52.289 ACRE TRACT, ALL OF SAID 3.466 ACRE TRACT AND ALL OF SAID 1.420 ACRE TRACT IN ACCORDANCE WITH THE MAP OR PLAT ATTACHED HERETO, TO BE KNOWN AS CRYSTAL SPRINGS PHASE 1 AND DO HEREBY DEDICATE ALL ADDITIONAL ROW, STREETS, ALLEYS, EASEMENTS, PARKS AND OTHER OPEN SPACES TO PUBLIC USE OR WHEN THE SUBDIVIDER HAD MADE PROVISION FOR PERPETUAL MAINTENANCE THEREOF, TO THE INHABITANTS OF OF THE SUBDIVISION. NO OBSTRUCTIONS ARE PERMITTED IN DRAINAGE EASEMENTS, EXCEPT AS APPROVED BY THE CITY OF LEANDER. WITNESS MY HAND THIS THE DAY OF, 2018, A.D. BY: KENT CAGLE CITY MANAGER THE CITY OF LEANDER, TEXAS COUNTY OF BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED KENT CAGLE, CITY MANAGER, OF THE CITY OF LEANDER, TEXAS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND THAT HE HAS AUTHORITY TO BIND THE ENTITY AND EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF, 2018, A.D. NOTARY PUBLIC, COUNTY OF TRAVIS I, STEVEN S. CRAUFORD, AM AUTHORIZED UNDER THE LAWS OF THE TO PRACTICE THE PROFESSION OF ENGINEERING, AND DO HEREBY STATE THAT THIS PLAT CONFORMS WITH THE APPLICABLE ORDINANCES OF THE CITY OF LEANDER, TEXAS AND WILLIAMSON COUNTY, TEXAS. THIS PLAT IS NOT LOCATED WITHIN THE EDWARDS AQUIFER RECHARGE ZONE. STEVEN S. CRAUFORD REGISTERED PROFESSIONAL ENGINEER NO. 92677 PAPE-DAWSON ENGINEERS 10801 N. MOPAC EXPY., BLDG. 3, SUITE 200 AUSTIN, TEXAS 78759 (512) 454-8711 COUNTY OF TRAVIS I, VALERIE ZURCHER, AM AUTHORIZED UNDER THE LAWS OF THE TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY STATE THAT THIS PLAT CONFORMS WITH APPLICABLE ORDINANCES OF THE CITY OF LEANDER, TEXAS AND WILLIAMSON COUNTY, TEXAS AND THAT EXISTING EASEMENTS OF RECORD AND EASEMENTS THAT HAVE BEEN NOTED ON TITLE COMMITMENT UNDER SCHEDULE B, GF NUMBER 01511-1225 ISSUED ON DECEMBER 9, 2016 BY STEWART TITLE GUARANTY COMPANY, OF WHICH I AM AWARE, HAVE BEEN SHOWN OR NOTED HEREON AND THIS PLAT IS IN CONFORMANCE WITH THE LEANDER SUBDIVISION ORDINANCE. SURVEYED OCTOBER 26, 2016. VALERIE ZURCHER REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6222 PAPE-DAWSON ENGINEERS 10801 N. MOPAC EXPY., BLDG. 3, SUITE 200 AUSTIN, TEXAS 78759 (512) 454-8711 CITY OF LEANDER, WILLIAMSON COUNTY, TEXAS APPROVED THIS THE DAY OF, 20 A.D. AT A PUBLIC MEETING OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF LEANDER, TEXAS AND AUTHORIZED TO BE FILED FOR RECORDS BY THE COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS. SID SOKOL, CHAIRMAN ELLEN PIZALATE, SECRETARY PLANNING AND ZONING COMMISSION PLANNING AND ZONING COMMISSION CITY OF LEANDER, TEXAS CITY OF LEANDER, TEXAS COUNTY OF WILLIAMSON I, NANCY E., RISTER, CLERK OF COUNTY COURT, WITH AND FOR THE COUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT OF WRITING, AND ITS CERTIFICATE OF AUTHENTICATION, WAS FILED FOR RECORD IN MAY OFFICE ON THE DAY OF, 20 A.D. AT O'CLOCK.M., AND WAS DULY RECORDED ON THIS THE DAY OF, 20 A.D. AT O'CLOCK.M.,PLAT RECORDS OF SAID COUNTY AND STATE IN DOCUMENT # SHEET 10 OF 10 WITNESS MY HAND AND SEAL OF THE COUNTY COURT OF SAID COUNTY, AT MY OFFICE IN GEORGETOWN, TEXAS THE LAST DATE WRITTEN ABOVE. BY: NANCY E. RISTER CLERK, COUNTY COURT WILLIAMSON COUNTY, TEXAS Date: Jul 03, 2018, 4:44pm User ID: wtullis File: H:\projects\509\43\01\216 Final Plat\Support\FP50943-01_Ph1_Recover.dwg Civil Job No. 50943-01; Survey Job No. 50943-01