Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Ord 1106-2024-07 Annexing 1033± Acres (Liberty Hills) RECORDED
N US HIGHWAY 75C O U NTY R OAD289COUNTY ROAD 290 COUNT YROAD372 W RO S A M OND P K W YUSHIGHWAY75NORMAN CIR E A STFORKCIRR U N N I N G S P R I N G S D R GINGKO DR H U R R I C A N E C R E E K L N NCENTRALEXPYCOUNTYR OAD 219 WILLOW TERRACE LN LONEROCKDRHAMPTO N S T BAYBROOKLNO Z A R K H ILLSLNCROSSING DR W COUNTY ROAD 370 E COUNTY ROAD 370 JACINTHE DR N BUDDY HAYES BLVDSABLE TRACE LN JONES CIR BOONEDRHARLOWBLVDHUNTERLNCHLOE LN EUGENE ST COUNTYROAD288STIN N E T S T W FM 455 COUNTY ROAD 3 71UR B A N W AY S TOCKPORTDR C O U NTY ROAD 373 RIVERLA W N D R W IL L IE R A Y S T COUNTY ROAD 222 RUSTICWAYCROSS SHORE DRHITCHINGPOSTTRL FAIRWAY LNEAGLEPOINT RDSPIRITSONGWAYCOUNTY ROAD 374Copyright nearmap 2015, Maxar Subject Property City Limits ETJ ¯ 0 1,000 2,000500 Feet June 2024 H:\Notification Maps\Notification Maps\ Annexation - Liberty Hills EXHIBIT A: LEGAL DESCIRPTIONS A-1 LIBERTY 800 A-2 JANIS REAL ESTATE A-3 JANIS REMAINDER A-4 THORTON FAMILY TRUST 1 Exhibit A-1: Liberty 800, LP 341.162 Acre Tract BEING a tract of land situated in the John Batterton Survey, Abstact No. 94, Zachariah Roberts Survey, Abstract No. 760 and the Jonas Whitaker Survey, Abstract No. 981, Collin County, Texas, and being a portion of Tract One, a called 694.344-acre tract of land, described in a Correction Special Warranty Deed to Liberty 800, LP, as recorded in Instrument No. 2023000025691 of the Official Public Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found for the westerly, southwest corner of said Tract One (called 694.344-acres) and the northwest corner of a called 52.771-acre tract, described in a deed to Janis Real Estate, as recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County, Texas, same also being in County Road 290, an apparent public use right of way, no record found; THENCE North 01°12'42" West, along the westerly line of said Tract One (called 694.344-acres) and said County Road 290, a distance of 1,130.95 feet to a PK nail with shiner found for corner the westerly, northwest corner of said Tract One (called 694.344-acres) and the southwest corner of a called 10.669-acre tract of land, described in a deed to Delmore A. M Church and Joyce Church, as recorded in Volume 702, Page 585 of the Land Records of Collin County, Texas; THENCE South 88°26'45" East, departing said County Road 290 and along the common line of said Tract One (called 694.344-acres) and said 10.669-acre tract, passing at a distance of 27.56 feet, a found 1/2-inch iron rod, continuing for a total distance of 353.28 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for corner; THENCE North 01°36'46" West, continuing along the common line of said Tract One (called 694.344-acres) and said 10.669-acre tract, a distance of 628.28 feet to a 1/2-inch iron rod found for corner; THENCE North 86°35'25" East, continuing along the common line of said Tract One (called 694.344-acres) and said 10.669-acre tract, a distance of 587.11 feet to a wooden fence corner post found for corner; THENCE North 01°14'35" West, continuing along the common line of said Tract One (called 694.344-acres) and said 10.669-acre tract, a distance of 251.74 feet to a 1/2-inch iron rod found in aforesaid County Road 290, for the northeast corner of said 10.669-acre tract and a northwest corner of said Tract One (called 694.344-acres); THENCE North 89°18'25" East, along a northerly line of said Tract One (called 694.344-acres) and said County Road 290, a distance of 798.10 feet to a 1/2-inch iron rod found for corner; THENCE North 00°49'03" West, along a westerly line of said Tract One (called 694.344-acres) and said County Road 290, a distance of 1,687.47 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for the northerly, northwest corner of said Tract One (called 694.344- acres); THENCE North 88°20'33" East, along a northerly line of said Tract One (called 694.344-acres) and said County Road 290, a distance of 772.61 feet to a 1/2-inch iron rod found for corner on Page 1 of 26 2 the westerly line of a called 18.632-acre tract of land, described in a deed to Mohammed Rehman, as recorded in Instrument No. 2021032200056320 of the Official Public Records of Collin County, Texas; THENCE South 00°54'38" East, departing said County Road 290, continuing along the northerly line of said Tract One (called 694.344-acres) and the westerly line of said 18.632-acre tract, a distance of 191.08 feet to a point for corner in a creek; THENCE in a southerly direction, continuing along the northerly line of said Tract One (called 694.344-acres), along the southerly line of said 18.6325-acre tract, the westerly line of Triple I Ranch, an addition to the City of Anna, according to the final plat, recorded in Volume P, Page 152 of the Plat Records of Collin County, Texas, and along the meanders of a stream, the following: South 85°33'48" East, a distance of 38.18 feet to a point for corner; South 56°34'17" East, a distance of 114.68 feet to a point for corner; South 73°39'14" East, a distance of 29.10 feet to a point for corner; North 80°55'30" East, a distance of 49.81 feet to a point for corner; North 84°10'17" East, a distance of 35.21 feet to a point for corner; South 71°30'51" East, a distance of 6.41 feet to a point for corner; South 23°37'31" East, a distance of 11.94 feet to a point for corner; South 48°57'54" East, a distance of 22.32 feet to a point for corner; South 78°22'44" East, a distance of 11.77 feet to a point for corner; South 44°57'16" East, a distance of 23.99 feet to a point for corner; South 72°03'20" East, a distance of 36.46 feet to a point for corner; North 83°45'09" East, a distance of 60.50 feet to a point for corner; South 45°51'25" East, a distance of 42.04 feet to a point for corner; South 88°20'49" East, a distance of 17.06 feet to a point for corner; South 70°55'50" East, a distance of 17.71 feet to a point for corner; North 79°53'05" East, a distance of 13.68 feet to a point for corner; North 62°26'21" East, a distance of 46.41 feet to a point for corner; North 43°42'20" East, a distance of 14.49 feet to a point for corner; North 13°18'36" East, a distance of 11.48 feet to a point for corner; Page 2 of 26 3 North 82°07'05" East, a distance of 10.03 feet to a point for corner; South 86°09'24" East, a distance of 11.24 feet to a point for corner; South 49°44'51" East, a distance of 13.10 feet to a point for corner; South 70°30'13" East, a distance of 13.52 feet to a point for corner; South 84°22'03" East, a distance of 23.34 feet to a point for corner; South 35°35'31" East, a distance of 20.91 feet to a point for corner; South 84°29'02" East, a distance of 15.60 feet to a point for corner; South 51°00'33" East, a distance of 27.18 feet to a point for corner; South 78°25'01" East, a distance of 15.92 feet to a point for corner; North 58°51'30" East, a distance of 16.62 feet to a point for corner; South 49°41'08" East, a distance of 32.19 feet to a point for corner; South 29°08'01" East, a distance of 14.80 feet to a point for corner; South 05°40'16" East, a distance of 30.35 feet to a point for corner; South 51°27'12" East, a distance of 16.84 feet to a point for corner; North 55°07'54" East, a distance of 35.31 feet to a point for corner; North 89°52'19" East, a distance of 29.09 feet to a point for corner; South 31°29'55" East, a distance of 19.97 feet to a point for corner; South 47°09'08" East, a distance of 27.66 feet to a point for corner; South 18°55'35" East, a distance of 20.76 feet to a point for corner; South 63°16'02" East, a distance of 9.33 feet to a point for corner; North 87°41'54" East, a distance of 12.80 feet to a point for corner; North 49°59'39" East, a distance of 43.54 feet to a point for corner; North 77°10'32" East, a distance of 43.68 feet to a point for corner; South 57°38'18" East, a distance of 10.00 feet to a point for corner; South 05°42'20" East, a distance of 16.81 feet to a point for corner; Page 3 of 26 4 South 42°16'02" East, a distance of 18.23 feet to a point for corner; South 06°44'28" West, a distance of 37.06 feet to a point for corner; South 38°50'25" East, a distance of 22.72 feet to a point for corner; North 57°28'10" East, a distance of 27.21 feet to a point for corner; South 50°28'32" East, a distance of 39.42 feet to a point for corner; South 16°41'39" West, a distance of 23.29 feet to a point for corner; South 23°04'58" East, a distance of 57.84 feet to a point for corner; South 49°49'02" West, a distance of 11.63 feet to a point for corner; North 64°30'49" West, a distance of 30.51 feet to a point for corner; South 50°42'11" West, a distance of 13.78 feet to a point for corner; South 15°45'26" East, a distance of 89.38 feet to a point for corner; South 10°53'35" West, a distance of 43.60 feet to a point for corner; South 12°28'08" East, a distance of 31.05 feet to a point for corner; South 88°00'34" West, a distance of 34.12 feet to a point for corner; South 56°01'46" West, a distance of 51.75 feet to a point for corner; North 84°06'45" West, a distance of 43.30 feet to a point for corner; South 16°45'37" West, a distance of 21.78 feet to a point for corner; South 18°30'22" East, a distance of 15.05 feet to a point for corner; South 70°51'54" East, a distance of 17.06 feet to a point for corner; North 77°40'40" East, a distance of 15.14 feet to a point for corner; South 63°09'50" East, a distance of 20.43 feet to a point for corner; South 27°41'10" East, a distance of 19.98 feet to a point for corner; South 31°30'58" West, a distance of 9.86 feet to a point for corner; South 83°47'46" West, a distance of 51.59 feet to a point for corner; South 38°54'19" East, a distance of 29.87 feet to a point for corner; South 07°53'15" West, a distance of 13.83 feet to a point for corner; Page 4 of 26 5 North 65°47'39" West, a distance of 19.27 feet to a point for corner; North 78°08'54" West, a distance of 76.65 feet to a point for corner; South 08°27'48" East, a distance of 53.60 feet to a point for corner; South 20°42'26" West, a distance of 26.91 feet to a point for corner; South 25°09'45" East, a distance of 31.10 feet to a point for corner; South 00°12'02" West, a distance of 31.14 feet to a point for corner; South 71°20'53" East, a distance of 29.07 feet to a point for corner; South 18°54'03" East, a distance of 13.15 feet to a point for corner; South 32°18'04" West, a distance of 25.50 feet to a point for corner; South 72°43'07" West, a distance of 15.32 feet to a point for corner; North 64°42'33" West, a distance of 23.37 feet to a point for corner; South 63°34'24" West, a distance of 18.33 feet to a point for corner; South 10°14'08" West, a distance of 43.90 feet to a point for corner; South 26°13'56" West, a distance of 34.33 feet to a point for corner; South 27°13'02" East, a distance of 20.16 feet to a point for corner; South 49°22'10" East, a distance of 24.65 feet to a point for corner; North 69°07'38" East, a distance of 21.11 feet to a point for corner; North 32°40'48" East, a distance of 40.79 feet to a point for corner; North 52°43'43" East, a distance of 44.54 feet to a point for corner; South 79°02'31" East, a distance of 17.92 feet to a point for corner; South 25°14'13" East, a distance of 10.50 feet to a point for corner; South 36°33'49" West, a distance of 45.96 feet to a point for corner; South 18°38'57" East, a distance of 60.31 feet to a point for corner; South 23°11'17" West, a distance of 22.34 feet to a point for corner; South 12°06'39" East, a distance of 59.70 feet to a point for corner; Page 5 of 26 6 South 10°53'13" West, a distance of 48.68 feet to a point for corner; South 18°15'42" East, a distance of 38.79 feet to a point for corner; South 49°42'55" West, a distance of 38.40 feet to a point for corner; South 12°09'41" West, a distance of 41.04 feet to a point for corner; South 18°18'43" East, a distance of 46.99 feet to a point for corner; South 36°12'31" East, a distance of 41.46 feet to a point for corner; South 04°18'51" West, a distance of 40.67 feet to a point for corner; South 17°20'59" East, a distance of 18.24 feet to a point for corner; South 71°38'45" East, a distance of 27.15 feet to a point for corner; South 42°57'19" East, a distance of 11.62 feet to a point for corner; South 44°03'41" West, a distance of 29.44 feet to a point for corner; South 59°56'34" West, a distance of 26.44 feet to a point for corner; South 47°10'58" West, a distance of 23.77 feet to a point for corner; South 31°19'02" West, a distance of 37.18 feet to a point for corner; South 01°44'52" West, a distance of 35.97 feet to a point for the southwest corner of said Triple I Ranch; THENCE North 87°26'24" East, departing said stream, continuing along the northerly line of said Tract One (called 694.344-acres), and the southerly line of said Triple I Ranch, a distance of 953.83 feet to a point for corner in the westerly side of a flood control lake; THENCE North 03°01'38" West, continuing along the northerly line of said Tract One (called 694.344-acres) and the easterly line of said Triple I Ranch and the easterly line of a called 27.745- acre tract, described in a deed to M & T Holding Company, LLC, as recorded in Instrument No. 20141105001213360 of the Official Public Records of Collin County, Texas, and generally along the westerly side of said lake, a distance of 565.09 feet to a point for corner; THENCE North 33°47'24" East, continuing along the northerly line of said Tract One (called 694.344-acres), the easterly line of said 27.745-acre tract and generally along the westerly side of said lake, a distance of 475.07 feet to a point for corner; THENCE North 42°00'46" East, continuing along the northerly line of said Tract One (called 694.344-acres), the easterly line of said 27.745-acre tract and generally along the westerly side of said lake, a distance of 350.05 feet to a point for the southeast corner of said 27.745-acre tract and the southwest corner of a called 16.952-acre tract of land, described in a deed to MJLA Adams, Ltd., as recorded in Instrument No. 20110505000462580 of the Official Public Records of Collin County, Texas; Page 6 of 26 7 THENCE North 65°07'09" East, continuing along the northerly line of said Tract One (called 694.344-acres), the southerly line of said 16.952-acre tract and generally along the westerly side of said lake, a distance of 500.08 feet to a point for corner; THENCE North 20°08'52" East, continuing along the northerly line of said Tract One (called 694.344-acres), the southerly line of said 16.952-acre tract and generally along the westerly side of said lake, a distance of 73.51 feet to a 20-inch tree found for the southeast corner of said 16.952-acre tract; THENCE North 00°39'26" East, departing said lake, continuing along the northerly line of said Tract One (called 694.344-acres), the easterly line of said 16.952-acre tract and generally along a wire fence, a distance of 213.00 feet to a fence corner post found for corner; THENCE North 01°46'16" West, continuing along the northerly line of said Tract One (called 694.344-acres), the easterly line of said 16.952-acre tract and generally along a wire fence, a distance of 327.30 feet to a fence corner post found for corner; THENCE North 01°36'16" West, continuing along the northerly line of said Tract One (called 694.344-acres), the easterly line of said 16.952-acre tract and generally along a wire fence, a distance of 475.06 feet to a point for corner; THENCE North 02°12'44" West, continuing along the northerly line of said Tract One (called 694.344-acres), the easterly line of said 16.952-acre tract and generally along a wire fence, a distance of 412.42 feet to a PK nail with shiner found for corner in aforesaid County Road 290 for the northeast corner of said 16.952-acre tract and the northernmost, northwest corner of said Tract One (called 694.344-acres); THENCE in an easterly direction, continuing along the northerly line of said Tract One (called 694.344-acres) and said County Road 290, the following: North 49°39'30" East, a distance of 128.07 feet to a point for corner; North 57°41'04" East, a distance of 150.02 feet to a “X” cut found for corner; North 74°45'46" East, a distance of 135.02 feet to a point for corner; North 89°48'47" East, a distance of 127.45 feet to a point for corner; South 86°46'24" East, a distance of 506.28 feet to a PK nail with shiner found for corner; South 87°57'09" East, a distance of 172.44 feet to a point for corner; South 77°53'48" East, a distance of 93.46 feet to a point for corner; South 63°12'34" East, a distance of 108.69 feet to a point for corner; South 63°13'19" East, a distance of 129.47 feet to a point for corner; South 67°28'08" East, a distance of 91.87 feet to a point for corner; Page 7 of 26 8 South 69°30'37" East, a distance of 221.56 feet to a point for corner, from which a found PK nail with shiner bears South 69°30'37" East, 69.36 feet; THENCE South 30°40'14" West, departing the northerly line of said Tract One (called 694.344- acres) and said County Road 290, crossing said Tract One (called 694.344-acres), a distance of 1,406.07 feet to a 5/8-inch iron rod with a red plastic cap, stamped “KHA” set for corner on the northerly line of a called 179.55-acre tract of land, described in a Warranty Deed to Grayson- Collin Recreational Association, Inc., as recorded in Volume 705, Page 90 of the Land Records of Collin County, Texas, from which, a found 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” bears South 66°25'20" East, 917.22 feet; THENCE North 66°25'20" West, along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 387.40 feet to a point for corner; THENCE South 31°00'14" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 345.05 feet to a point for corner on the easterly side of aforesaid flood control lake; THENCE South 65°09'26" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 350.05 feet to a point for corner on the easterly side of said lake; THENCE South 59°44'48" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 390.06 feet to a point for corner on the easterly side of said lake; THENCE South 32°52'18" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 100.02 feet to a point for corner on the easterly side of said lake; THENCE South 40°29'25" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 55.01 feet to a point for corner on the easterly side of said lake; THENCE North 59°49'47" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 150.02 feet to a point for corner on the easterly side of said lake; THENCE South 89°36'28" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 190.03 feet to a point for corner on the easterly side of said lake; THENCE South 25°45'05" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 190.03 feet to a point for corner on the easterly side of said lake; THENCE South 31°50'15" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 265.04 feet to a point for corner on the easterly side of said lake; Page 8 of 26 9 THENCE South 16°52'45" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 500.08 feet to a point for corner on the easterly side of said lake; THENCE South 81°20'55" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 205.03 feet to a point for corner on the easterly side of said lake; THENCE South 25°08'27" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 200.03 feet to a point for corner on the easterly side of said lake; THENCE South 06°15'31" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 85.01 feet to a point for corner on the easterly side of said lake; THENCE South 24°28'32" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 150.02 feet to a point for corner on the easterly side of said lake; THENCE South 20°37'55" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 205.03 feet to a point for corner on the easterly side of said lake; THENCE South 09°56'57" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 120.02 feet to a point for corner on the easterly side of said lake; THENCE North 64°36'06" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 115.02 feet to a point for corner on the easterly side of said lake; THENCE South 19°23'16" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 200.03 feet to a point for corner on the easterly side of said lake; THENCE South 37°19'08" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 70.01 feet to a point for corner on the easterly side of said lake; THENCE South 60°56'07" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 110.02 feet to a point for corner on the easterly side of said lake; THENCE South 29°09'31" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 250.04 feet to a point for corner on the easterly side of said lake; THENCE South 17°58'21" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 290.04 feet to a point for corner on the easterly side of said lake, same near the northerly side of an earthen dam; Page 9 of 26 10 THENCE South 86°05'16" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, a distance of 165.03 feet to a point for corner in said lake; THENCE South 02°18'45" West, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, crossing said earthen dam, a distance of 180.02 feet to a point for corner in Hurricane Creek; THENCE South 07°21'55" East, continuing along the common line of said Tract One (called 694.344-acres) and said 179.55-acre tract, and along the meanders of said Hurricane Creek, a distance of 142.57 feet to a point for corner; THENCE South 20°21'46" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 68.45 feet to a point for corner; THENCE South 37°03'53" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 61.50 feet to a point for corner; THENCE South 64°30'25" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 68.26 feet to a point for corner; THENCE South 21°56'56" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 127.45 feet to a point for corner; THENCE South 10°33'50" East, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 186.03 feet to a point for corner; THENCE South 23°42'08" East, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 180.18 feet to a point for corner; THENCE South 29°18'26" East, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 118.30 feet to a point for corner; THENCE South 50°34'40" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 65.48 feet to a point for corner; THENCE South 35°56'57" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 74.92 feet to a point for corner; Page 10 of 26 11 THENCE South 51°20'01" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 137.88 feet to a point for corner; THENCE South 30°41'01" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 59.62 feet to a point for corner; THENCE South 01°39'28" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 48.44 feet to a point for corner; THENCE South 15°38'49" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 59.78 feet to a point for corner; THENCE South 32°29'33" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 70.40 feet to a point for corner; THENCE South 18°00'15" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 87.08 feet to a point for corner; THENCE South 33°07'26" West, continuing along the common line of said Tract One (called 694.344-acres), said 179.55-acre tract and the meanders of said Hurricane Creek, a distance of 87.28 feet to the southwest corner of said 179.55-acre tract; THENCE North 80°55'18" East, departing said Hurricane Creek, along the southerly line of said 179.55-acre tract and a northerly line of said Tract One (called 694.344-acres), passing at a distance of 104.29 feet, a found 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578”, continuing a total distance of 898.34 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for a northeast corner of said Tract One (called 694.344-acres) and the northwest corner of a tract of land, described in a deed to Robert M. and Tina S. Johnson, as recorded in Instrument No. 20150420000437220 of the Official Public Records of Collin County, Texas; THENCE South 01°30'49" East, along an easterly line of said Tract One (called 694.344-acres), and the westerly line of said Johnson tract, a distance of 235.00 feet to a 1/2-inch iron rod with a plastic cap, stamped “RPLS 6578” found for corner; THENCE South 01°40'21" East, continuing along an easterly line of said Tract One (called 694.344-acres), and the westerly line of said Johnson tract, a distance of 100.04 feet to a 3/4- inch smooth iron rod found for the southwest corner of said Johnson tract and the northwest corner of a tract of land, described in a deed to Stephen J. and Lamia B. Olivas, as recorded in Instrument No. 2023000040726 of the Official Public Records of Collin County, Texas; THENCE South 01°26'53" East, along an easterly line of said Tract One (called 694.344-acres), and the westerly line of said Olivas tract, a distance of 230.28 feet to a 3/4-inch smooth iron rod found for the southwest corner of said Olivas tract and the northwest corner of a tract of land, described in a deed to the Kennedy Revocable Living Trust, as recorded in Instrument No. 20210908001824280 of the Official Public Records of Collin County, Texas; Page 11 of 26 12 THENCE South 02°34'04" East, along an easterly line of said Tract One (called 694.344-acres), and the westerly line of said Kennedy Revocable Living Trust tract, a distance of 240.05 feet to a 3/4-inch smooth iron rod found for the southwest corner of said Kennedy Revocable Living Trust tract and the northwest corner of a tract of land, described in a deed to the Thomas Revocable Trust, as recorded in Instrument No. 2022000164948 of the Official Public Records of Collin County, Texas; THENCE South 02°31'27" East, along an easterly line of said Tract One (called 694.344-acres), and the westerly line of said Thomas Revocable Trust tract, a distance of 193.17 feet to a 1/2- inch iron rod with a plastic cap, stamped “G.M. GEER 3258” found for a southeast corner of said Tract One (called 694.344-acres) and the northeast corner of a called Tract 1, described in a deed to MM Anna 325, LLC, as recorded in Instrument No. 20190411000386110 of the Official Public Records of Collin County, Texas; THENCE South 89°01'06" West, along a southerly line of said Tract One (called 694.344-acres) and the northerly line of said Tract 1, passing at a distance of 938.41 feet, a found a 1/2-inch iron rod with a plastic cap, stamped “G.M. GEER 3258”, continuing for a total distance of 1,215.78 feet to a point in Hurricane Creek for the southerly, southwest corner of said Tract One (called 694.344-acres); THENCE in a northerly direction, along a westerly line of said Tract One (called 694.344-acres) and the meanders of Hurricane Creek, the following: North 34°56'42" East, a distance of 103.31 feet to a point for corner; North 25°27'55" East, a distance of 87.43 feet to a point for corner; North 14°15'11" West, a distance of 109.48 feet to a point for corner; North 09°26'32" East, a distance of 44.81 feet to a point for corner; North 25°25'55" East, a distance of 68.18 feet to a point for corner; North 10°58'09" East, a distance of 44.28 feet to a point for corner; North 48°07'28" East, a distance of 65.90 feet to a point for corner; North 76°04'15" East, a distance of 77.20 feet to a point for corner; North 05°59'38" East, a distance of 80.45 feet to a point for corner; North 16°36'05" West, a distance of 25.16 feet to a point for corner; North 55°07'32" West, a distance of 46.81 feet to a point for corner; North 72°50'00" West, a distance of 123.21 feet to a point for corner; South 81°44'01" West, a distance of 41.34 feet to a point for corner; North 70°40'03" West, a distance of 39.94 feet to a point for corner; Page 12 of 26 13 North 18°54'48" West, a distance of 46.25 feet to a point for corner; North 30°12'42" East, a distance of 86.18 feet to a point for corner at the intersection of said Hurricane Creek and an unnamed stream; THENCE in a northerly direction, departing said Hurricane Creek, along a southwesterly line of said Tract One (called 694.344-acres) and along the meanders of said stream, the following: North 55°20'43" West, a distance of 26.96 feet to a point for corner; North 83°50'31" West, a distance of 22.51 feet to a point for corner; South 68°54'13" West, a distance of 27.87 feet to a point for corner; North 22°54'12" West, a distance of 86.03 feet to a point for corner; North 26°45'33" East, a distance of 14.91 feet to a point for corner; North 50°40'12" East, a distance of 42.51 feet to a point for corner; North 10°24'46" West, a distance of 17.30 feet to a point for corner; North 72°20'36" West, a distance of 44.01 feet to a point for corner; North 44°49'18" West, a distance of 31.14 feet to a point for corner; North 87°03'39" West, a distance of 12.89 feet to a point for corner; South 64°02'23" West, a distance of 41.91 feet to a point for corner; North 86°18'51" West, a distance of 19.60 feet to a point for corner; North 13°04'46" West, a distance of 18.22 feet to a point for corner; North 53°06'48" East, a distance of 15.77 feet to a point for corner; North 77°43'43" East, a distance of 16.69 feet to a point for corner; North 43°03'46" East, a distance of 28.01 feet to a point for corner; North 17°12'14" West, a distance of 18.36 feet to a point for corner; North 71°22'19" West, a distance of 21.59 feet to a point for corner; North 22°14'44" East, a distance of 25.85 feet to a point for corner; North 81°00'45" East, a distance of 25.03 feet to a point for corner; North 20°24'50" East, a distance of 33.05 feet to a point for corner; Page 13 of 26 14 North 27°26'38" West, a distance of 22.31 feet to a point for corner; North 83°06'16" West, a distance of 148.71 feet to a point for corner; North 25°25'26" West, a distance of 47.54 feet to a point for corner; North 67°01'29" West, a distance of 30.31 feet to a point for corner; South 84°50'03" West, a distance of 47.01 feet to a point for corner; North 74°58'05" West, a distance of 33.79 feet to a point for corner; South 76°58'39" West, a distance of 33.36 feet to a point for corner; North 35°23'19" West, a distance of 27.58 feet to a point for corner; North 11°56'26" West, a distance of 54.70 feet to a point for corner; North 43°24'18" West, a distance of 52.01 feet to a point for corner; South 55°10'00" West, a distance of 27.35 feet to a point for corner; South 78°02'05" West, a distance of 27.52 feet to a point for corner; North 67°40'27" West, a distance of 74.73 feet to a point for corner; North 74°50'18" West, a distance of 51.31 feet to a point for corner; North 61°04'09" West, a distance of 43.45 feet to a point for corner; North 41°31'56" West, a distance of 71.58 feet to a point for corner; North 26°20'00" West, a distance of 52.30 feet to a point for corner; North 48°41'18" West, a distance of 61.75 feet to a point for corner; North 78°02'53" West, a distance of 43.16 feet to a point for corner; North 45°16'16" West, a distance of 161.75 feet to a point for corner; South 70°57'23" West, a distance of 52.73 feet to a point for corner; South 61°06'37" West, a distance of 35.06 feet to a point for corner; South 72°45'56" West, a distance of 40.53 feet to a point for corner; South 87°34'10" West, a distance of 28.77 feet to a point for corner; North 67°42'02" West, a distance of 33.33 feet to a point for corner; North 23°39'03" West, a distance of 52.95 feet to a point for corner; Page 14 of 26 15 South 89°23'21" West, a distance of 70.37 feet to a point for corner; North 74°15'03" West, a distance of 25.54 feet to a point for corner; North 51°05'09" West, a distance of 29.42 feet to a point for corner; North 20°44'38" East, a distance of 41.43 feet to a point for corner; North 31°24'12" West, a distance of 45.14 feet to a point for corner; South 77°29'33" West, a distance of 63.05 feet to a point for corner; North 33°10'55" West, a distance of 12.05 feet to a point for corner; THENCE South 88°29'13" West, departing said stream, along the northerly line of aforesaid 52.771-acre tract and a southerly line of said Tract One (called 694.344-acres), passing at a distance of 25.59 feet, a found 5/8-inch iron rod, passing at a distance of 1918.54 feet, a found 1/2-inch iron rod, continuing for a total distance of 1,940.95 feet to the POINT OF BEGINNING and containing 341.162 acres (14,861,036 square feet) of land, more or less. Page 15 of 26 TRACT F CALLED 2304.493 ACRES RISLAND MANTUA, LLC INST. NO. 20180625000783630, O.P.R.C.C.T. & INST. NO. 2018-14251, O.P.R.G.C.T. TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. LOT 3 LOT 2 LOT 1 TRIPLE I RANCH VOL. P, PG. 152 P.R.C.C.T. CALLED 27.745 ACRES M & T HOLDING COMPANY, LLC INST. NO. 20141105001213360, O.P.R.C.C.T.CALLED 16.952 ACRESMJLA ADAMS, LTD.INST. NO. 20110505000462580,O.P. R. C.C.T. CALLED 18.632 ACRES MOHAMMED REHMAN INST. NO. 2021032200056320, O.P.R.C.C.T. C A L L E D 7 . 4 9 3 A C R E S G R A Y S O N - C O L L I N R E C R E A T I O N A L A S S O C I A T I O N , I N C . V O L . 7 3 8 , P G . 3 4 2 , L . R . C . C . T . CALLED 10.669 ACRES DELMORE A. M. CHURCH AND JOYCE CHURCH VOL. 702, PG. 585, L.R.C.C.T. CALLED 103 ACRES THE THORNTON FAMILY TRUST INST. NO. 2021043000877560, O.P.R.C.C.T. CALLED 103.991 ACRES MOHAMMAD ALI MONOUCHEHRIPOUR VOL. 5200, PG. 5012, L.R.C.C.T. CALLED 7.975 ACRES STEPHEN & TONYA SMITH INST. NO. 20090218000180950, O.P.R.C.C.T. CALLED 7.975 ACRES ROBIN L. & SCOTT MARTIN INST. NO. 200609140001359620, O.P.R.C.C.T. CALLED 52.771 ACRES JANIS REAL ESTATE INST. NO. 20220420000632060, O.P.R.C.C.T. CALLED 48.900 ACRES DONNA GAIL PEELER VOL. 4972, PG. 5535, L.R.C.C.T. CALLED 97.82 ACRES DASARA, LLC INST. NO. 20150123000077570, O.P.R.C.C.T. TRACT 1 MM ANNA 325, LLC INST. NO. 20190411000386110, O.P.R.C.C.T. HURRICANE CREEK ESTATES (UNRECORDED) HURRICANE CREEK ESTATES (UNRECORDED) CALLED 179.55 ACRES GRAYSON-COLLIN RECREATIONAL ASSOCIATION, INC. VOL. 705, PG. 90, L.R.C.C.T. CALLED 179.55 ACRES GRAYSON-COLLIN RECREATIONAL ASSOCIATION, INC. VOL. 705, PG. 90, L.R.C.C.T. REMAINDER OF A CALLED 68.835 ACRES JAY P. JANIS AND IRENE C. JANIS C.C. FLE NO. 96-0069284, O.P.R.C.C.T. REMAINDER OF A CALLED 68.835 ACRES JAY P. JANIS AND IRENE C. JANIS C.C. FLE NO. 96-0069284, O.P.R.C.C.T. LOT 1RLOT 2R REMAINDER OF TRACT F CALLED 2304.493 ACRES RISLAND MANTUA, LLC INST. NO. 20180625000783630, O.P.R.C.C.T. & INST. NO. 2018-14251, O.P.R.G.C.T. JOH N B A T T E R T O N S U R V E Y, ABS T R A C T N O. 9 4 W. P. B U R N S S U R V E Y, ABS T R A C T N O. 1 0 0 JON A S W HI T A K E R S U R V E Y, ABS T R A C T N O. 9 8 1 HEN R Y S MI T H S U R V E Y, ABS T R A C T N O. 8 2 2 ZAC H A RI A H R O B E R T S S U R V E Y, ABS T R A C T N O. 7 6 0 JOS E P H B RI T T O N S U R V E Y, ABS T R A C T N O. 7 2 C. R. 372 C. R. 290C. R. 290 C. R. 290C. R. 368 C. R. 1101 HURRICANE CREEKHURRICANE CREEKURBAN WAY TV TV TV CALLED 694.344 ACRES INST. NO. 2023000025691, REMAINDER OF TRACT F CALLED 2304.493 ACRES RISLAND MANTUA, LLC INST. NO. 20180625000783630, O.P.R.C.C.T. & INST. NO. 2018-14251, O.P.R.G.C.T.N1°12'42"W1130.95'S88°26'45"E 353.28'N1°36'46"W628.28'N86°35'25"E 587.11' N1°14'35"W 251.74' N89°18'25"E 798.10'N0°49'03"W1687.47'N88°20'33"E 772.61' S0°54'38"E 191.08' L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L 3 3 L34 L35 L36 L37 L38 L39 L40 L41L42 L43 L44 L45 L46 L47 L48 L49 L50 L51L52 L53 L54L55 L56L57 L58 L59 L60 L61 L62 L63 L64 L6 5 L66 L67 L68 L69 L70L71 L72L73 L74 L75L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 L87 L88L89 L90 L91 L92L93L94 L95L96L97L98L99L100L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 N87°26'24"E 953.83'N3°01'38"W565.09'N33°47'24"E475.07'N42°00'46"E 350.05' N65°0 7' 0 9 " E 500.0 8' N20°08'52"E 73.51' N0°39'26"E 213.00'N1°46'16"W327.30'N1°36'16"W475.06'N2°12'44"W412.42'L111L112 L113 L114 S86°46'24"E 506.28'L115 L116 L1 1 7 L1 1 8 L11 9 L12 0 S30°40'14"W1406.07'N6 6 ° 2 5 ' 2 0 " W 387 . 4 0 'S31°00'14"W345.05'S65°0 9' 2 6 " W 350.0 5' S59° 4 4' 4 8" W 390. 0 6'L121L122 L1 2 3 L124 S25°45'05"W 190.03'S31°50'15"W265.04'S16°52'45"W500.08'S81°20'55"E 205.03' S25°08'27"E 200.03'L125L126S20°37'55"W 205.03'L127L128 L129L130 L131 S29°09'31"W250.04'S17°58'21"W290.04'L132 L133L134L135L136L137 L138L139L140L141L142 L143 L144 L145 L146 L147 L148 L149L150 N80°55'18"E 898.34' S1°30'49"E 235.00'L151S1°26'53"E 230.28' S2°34'04"E 240.05'L152S89°01'06"W 1215.78'L153L154L155L156 L157L158 L159L160 L161L162 L163 L164 L165 L166 L167 L168L169 L170 L171L172L173L174 L175 L176 L177 L178 L179 L180 L181 L182 L183 L184 L185 L186 L187 L188 L189 L190 L191L192L193 L194 L195 L196 L197 L198 L199 L200 L201 L20 2 L203 L2 0 4 L 2 0 5L206L 2 0 7 L208 L 2 0 9 L210 L211 L212 L213 L214 L215 L216 L217 L218 L219 L220 L221 L222S88°29'13"W 1940.95' P.O.B. 1/2" IRF PKF 1/2" IRF 1/2" IRFC "RPLS 6578" 1/2" IRF WOODEN FNC. COR. POST FND. 1/2" IRF 1/2" IRF 1/2" IRF PKF XF PKF PKF PKF 3/4" IRF (SMOOTH) 1/2" IRFC "RPLS 6578" 1/2" IRFC "RPLS 6578" 1/2" IRFC "RPLS 6578" 3/4" IRF (SMOOTH) 3/4" IRF (SMOOTH) 1/2" IRFC "G.M. GEER 3258"1/2" IRFC "G.M. GEER 3258" 1/2" IRFC "RPLS 6578" RICKY D. O'NEAL INST.NO. 20080414000438130, O.P.R.C.C.T. 39.308 ACRE EASEMENT TO COLLIN COUNTY SOIL CONSERVATION DISTRICT, VOL. 534, PG. 160, L.R.C.C.T THOMAS REVOCABLE TRUST INST.NO. 2022000164948, O.P.R.C.C.T. KENNEDY REVOCABLE LIVING TRUST INST.NO. 20210908001824280, O.P.R.C.C.T. STEPHEN J. & LAMIA B. OLIVAS INST.NO. 2023000040726, O.P.R.C.C.T. ROBERT M. & TINA S. JOHNSON INST.NO. 20150420000437220, O.P.R.C.C.T. KELLEY FAMILY REVOCABLE LIVING TRUST VOL.4557, PG. 753, L.R.C.C.T. 27.56' 20" TREE FENCE CORNER POST FND. FENCE CORNER POST FND. 938.41' 104.29' APPROX. CENTERLINE OF UNNAMED STREAM 69.36' S66 ° 2 5 ' 2 0 " E 917 . 2 2 ' 1/2" IRFC "RPLS 6578" IRSC APPROX. CENTERLINE OF HURRICANE CREEK APPROX. CENTERLINE OF HURRICANE CREEK APPROXIMATE AREA LOCATED IN ZONE AE PER F.I.R.M. MAP NO. 48085C0155J, DATED JUNE 2, 2009, AS AFFECTED BY L.O.M.R, CASE NO. 09-06-2158P, DATED JUNE 29, 2009 APPROXIMATE AREA LOCATED IN ZONE AE PER F.I.R.M. MAP NO. 48085C0065J, DATED JUNE 2, 2009 F.I.R.M. MAP NO. 48085C0065J F.I.R.M. MAP NO. 48085C0155J APPROXIMATE AREA LOCATED IN ZONE AE PER F.I.R.M. MAP NO. 48085C0065J, DATED JUNE 2, 2009 341.162 ACRES 14,861,036 SQ. FT. 1/2" IRF 5/8" IRFC 25.59' 1892.95' LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 BEARING S85°33'48"E S56°34'17"E S73°39'14"E N80°55'30"E N84°10'17"E S71°30'51"E S23°37'31"E S48°57'54"E S78°22'44"E S44°57'16"E S72°03'20"E N83°45'09"E S45°51'25"E S88°20'49"E S70°55'50"E N79°53'05"E N62°26'21"E N43°42'20"E N13°18'36"E N82°07'05"E S86°09'24"E S49°44'51"E S70°30'13"E S84°22'03"E S35°35'31"E S84°29'02"E S51°00'33"E S78°25'01"E N58°51'30"E S49°41'08"E S29°08'01"E S05°40'16"E S51°27'12"E N55°07'54"E N89°52'19"E S31°29'55"E S47°09'08"E S18°55'35"E S63°16'02"E N87°41'54"E LENGTH 38.18' 114.68' 29.10' 49.81' 35.21' 6.41' 11.94' 22.32' 11.77' 23.99' 36.46' 60.50' 42.04' 17.06' 17.71' 13.68' 46.41' 14.49' 11.48' 10.03' 11.24' 13.10' 13.52' 23.34' 20.91' 15.60' 27.18' 15.92' 16.62' 32.19' 14.80' 30.35' 16.84' 35.31' 29.09' 19.97' 27.66' 20.76' 9.33' 12.80' LINE TABLE NO. L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 BEARING N49°59'39"E N77°10'32"E S57°38'18"E S05°42'20"E S42°16'02"E S06°44'28"W S38°50'25"E N57°28'10"E S50°28'32"E S16°41'39"W S23°04'58"E S49°49'02"W N64°30'49"W S50°42'11"W S15°45'26"E S10°53'35"W S12°28'08"E S88°00'34"W S56°01'46"W N84°06'45"W S16°45'37"W S18°30'22"E S70°51'54"E N77°40'40"E S63°09'50"E S27°41'10"E S31°30'58"W S83°47'46"W S38°54'19"E S07°53'15"W N65°47'39"W N78°08'54"W S08°27'48"E S20°42'26"W S25°09'45"E S00°12'02"W S71°20'53"E S18°54'03"E S32°18'04"W S72°43'07"W LENGTH 43.54' 43.68' 10.00' 16.81' 18.23' 37.06' 22.72' 27.21' 39.42' 23.29' 57.84' 11.63' 30.51' 13.78' 89.38' 43.60' 31.05' 34.12' 51.75' 43.30' 21.78' 15.05' 17.06' 15.14' 20.43' 19.98' 9.86' 51.59' 29.87' 13.83' 19.27' 76.65' 53.60' 26.91' 31.10' 31.14' 29.07' 13.15' 25.50' 15.32' LINE TABLE NO. L81 L82 L83 L84 L85 L86 L87 L88 L89 L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L100 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 L118 L119 L120 BEARING N64°42'33"W S63°34'24"W S10°14'08"W S26°13'56"W S27°13'02"E S49°22'10"E N69°07'38"E N32°40'48"E N52°43'43"E S79°02'31"E S25°14'13"E S36°33'49"W S18°38'57"E S23°11'17"W S12°06'39"E S10°53'13"W S18°15'42"E S49°42'55"W S12°09'41"W S18°18'43"E S36°12'31"E S04°18'51"W S17°20'59"E S71°38'45"E S42°57'19"E S44°03'41"W S59°56'34"W S47°10'58"W S31°19'02"W S01°44'52"W N49°39'30"E N57°41'04"E N74°45'46"E N89°48'47"E S87°57'09"E S77°53'48"E S63°12'34"E S63°13'19"E S67°28'08"E S69°30'37"E LENGTH 23.37' 18.33' 43.90' 34.33' 20.16' 24.65' 21.11' 40.79' 44.54' 17.92' 10.50' 45.96' 60.31' 22.34' 59.70' 48.68' 38.79' 38.40' 41.04' 46.99' 41.46' 40.67' 18.24' 27.15' 11.62' 29.44' 26.44' 23.77' 37.18' 35.97' 128.07' 150.02' 135.02' 127.45' 172.44' 93.46' 108.69' 129.47' 91.87' 221.56' LINE TABLE NO. L121 L122 L123 L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 L144 L145 L146 L147 L148 L149 L150 L151 L152 L153 L154 L155 L156 L157 L158 L159 L160 BEARING S32°52'18"E S40°29'25"W N59°49'47"W S89°36'28"W S06°15'31"E S24°28'32"W S09°56'57"E N64°36'06"W S19°23'16"E S37°19'08"W S60°56'07"W S86°05'16"W S02°18'45"W S07°21'55"E S20°21'46"W S37°03'53"W S64°30'25"W S21°56'56"W S10°33'50"E S23°42'08"E S29°18'26"E S50°34'40"W S35°56'57"W S51°20'01"W S30°41'01"W S01°39'28"W S15°38'49"W S32°29'33"W S18°00'15"W S33°07'26"W S01°40'21"E S02°31'27"E N34°56'42"E N25°27'55"E N14°15'11"W N09°26'32"E N25°25'55"E N10°58'09"E N48°07'28"E N76°04'15"E LENGTH 100.02' 55.01' 150.02' 190.03' 85.01' 150.02' 120.02' 115.02' 200.03' 70.01' 110.02' 165.03' 180.02' 142.57' 68.45' 61.50' 68.26' 127.45' 186.03' 180.18' 118.30' 65.48' 74.92' 137.88' 59.62' 48.44' 59.78' 70.40' 87.08' 87.28' 100.04' 193.17' 103.31' 87.43' 109.48' 44.81' 68.18' 44.28' 65.90' 77.20' LINE TABLE NO. L161 L162 L163 L164 L165 L166 L167 L168 L169 L170 L171 L172 L173 L174 L175 L176 L177 L178 L179 L180 L181 L182 L183 L184 L185 L186 L187 L188 L189 L190 L191 L192 L193 L194 L195 L196 L197 L198 L199 L200 BEARING N05°59'38"E N16°36'05"W N55°07'32"W N72°50'00"W S81°44'01"W N70°40'03"W N18°54'48"W N30°12'42"E N55°20'43"W N83°50'31"W S68°54'13"W N22°54'12"W N26°45'33"E N50°40'12"E N10°24'46"W N72°20'36"W N44°49'18"W N87°03'39"W S64°02'23"W N86°18'51"W N13°04'46"W N53°06'48"E N77°43'43"E N43°03'46"E N17°12'14"W N71°22'19"W N22°14'44"E N81°00'45"E N20°24'50"E N27°26'38"W N83°06'16"W N25°25'26"W N67°01'29"W S84°50'03"W N74°58'05"W S76°58'39"W N35°23'19"W N11°56'26"W N43°24'18"W S55°10'00"W LENGTH 80.45' 25.16' 46.81' 123.21' 41.34' 39.94' 46.25' 86.18' 26.96' 22.51' 27.87' 86.03' 14.91' 42.51' 17.30' 44.01' 31.14' 12.89' 41.91' 19.60' 18.22' 15.77' 16.69' 28.01' 18.36' 21.59' 25.85' 25.03' 33.05' 22.31' 148.71' 47.54' 30.31' 47.01' 33.79' 33.36' 27.58' 54.70' 52.01' 27.35' LINE TABLE NO. L201 L202 L203 L204 L205 L206 L207 L208 L209 L210 L211 L212 L213 L214 L215 L216 L217 L218 L219 L220 L221 L222 BEARING S78°02'05"W N67°40'27"W N74°50'18"W N61°04'09"W N41°31'56"W N26°20'00"W N48°41'18"W N78°02'53"W N45°16'16"W S70°57'23"W S61°06'37"W S72°45'56"W S87°34'10"W N67°42'02"W N23°39'03"W S89°23'21"W N74°15'03"W N51°05'09"W N20°44'38"E N31°24'12"W S77°29'33"W N33°10'55"W LENGTH 27.52' 74.73' 51.31' 43.45' 71.58' 52.30' 61.75' 43.16' 161.75' 52.73' 35.06' 40.53' 28.77' 33.33' 52.95' 70.37' 25.54' 29.42' 41.43' 45.14' 63.05' 12.05' No.DATE REVISION DESCRIPTION 1 . Copyright © 2024 Kimley-Horn and Associates, Inc. All rights reserved ANNEXATION EXHIBIT 341.162 ACRES JOHN BATTERTON SURVEY, ABSTRACT NO. 94, ZACHARIAH ROBERS SURVEY, ABSTRACT NO. 760 AND JONAS WHITAKER SURVEY, ABSTRACT NO. 981 COLLIN COUNTY, TEXAS DWG NAME: K:\FRI_SURVEY\068295701-LIBERTY HILLS - ANNA\DWG\ZONING\068295701 LIBERTY HILLS WEST RESIDENTIAL SITE ZONING.DWG PLOTTED BYMARX, MICHAEL 5/29/2024 7:27 AM LAST SAVED5/29/2024 7:26 AMScale Drawn by MBM1" = 300' Checked by Date Project No.Sheet No. Frisco, Texas 75034 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Fax No. (972) 335-3779FIRM # 10193822 KHA May. 2024 068295701 1 OF 1 GRAPHIC SCALE IN FEET 0300 150 300 600 1" = 300'@ 30X42 NORTH N.T.S.VICINITY MAP NORTH FAIRWAY L N . C.R. 368 HURRICANE CREEK HURRICANE CREEK CIR.C.R. 370 URBAN WAY U. S. HWY. 75CROSSING DR.HURRICANE CREEKLAKE C.R. 368NOTES: 1.All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999847313. Page 16 of 26 1 Exhibit A-2: Janis Real Estate 52.750 Acre Tract BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, Collin County, Texas, and being all of a called 52.771-acre tract of land, described in a Warranty Deed to Janis Real Estate, recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a 1/2-inch iron rod found in County Road 290, an apparent public use right of way, no record found, for the northwest corner of said 52.771-acre tract, same being the westerly, southwest corner of Tract One (called 694.334-acres), described in a deed to Liberty 800, LP, recorded in Instrument No. 2023000025691 of the Official Public Records of Collin County, Texas THENCE North 88°29'13" East, departing said County Road 290, along the northerly line of said 52.771-acre tract and a southerly line of said Tract One (called 694.334-acres), passing at a distance of 22.66 feet, a found 1/2-inch iron rod, passing at a distance of 1,915.36 feet, a found 5/8-inch iron rod, continuing for a total distance of 1,940.95 feet to a point for corner in an unnamed stream; THENCE in a southeasterly direction, along a southwesterly line of said Tract One (called 694.334-acres), and along the meanders of said stream, the following: South 33°10'55" East, a distance of 12.05 feet to a point for corner; North 77°29'33" East, a distance of 63.05 feet to a point for corner; South 31°24'12" East, a distance of 45.14 feet to a point for corner; South 20°44'38" West, a distance of 41.43 feet to a point for corner; South 51°05'09" East, a distance of 29.42 feet to a point for corner; South 74°15'03" East, a distance of 25.54 feet to a point for corner; North 89°23'21" East, a distance of 70.37 feet to a point for corner; South 23°39'03" East, a distance of 52.95 feet to a point for corner; South 67°42'02" East, a distance of 33.33 feet to a point for corner; North 87°34'10" East, a distance of 28.77 feet to a point for corner; North 72°45'56" East, a distance of 40.53 feet to a point for corner; North 61°06'37" East, a distance of 35.06 feet to a point for corner; North 70°57'23" East, a distance of 52.73 feet to a point for corner; South 45°16'16" East, a distance of 161.75 feet to a point for corner; Page 17 of 26 2 South 78°02'53" East, a distance of 43.16 feet to a point for corner; South 48°41'18" East, a distance of 61.75 feet to a point for corner; South 26°20'00" East, a distance of 52.30 feet to a point for corner; South 41°31'56" East, a distance of 71.58 feet to a point for corner; South 61°04'09" East, a distance of 43.45 feet to a point for corner; South 74°50'18" East, a distance of 51.31 feet to a point for corner; South 67°40'27" East, a distance of 74.73 feet to a point for corner; North 78°02'05" East, a distance of 27.52 feet to a point for corner; North 55°10'00" East, a distance of 27.35 feet to a point for corner; South 43°24'18" East, a distance of 52.01 feet to a point for corner; South 11°56'26" East, a distance of 54.70 feet to a point for corner; South 35°23'19" East, a distance of 27.58 feet to a point for corner; North 76°58'39" East, a distance of 33.36 feet to a point for corner; South 74°58'05" East, a distance of 33.79 feet to a point for corner; North 84°50'03" East, a distance of 47.01 feet to a point for corner; South 67°01'29" East, a distance of 30.31 feet to a point for corner; South 25°25'26" East, a distance of 47.54 feet to a point for corner; South 83°06'16" East, a distance of 148.71 feet to a point for corner; South 27°26'38" East, a distance of 22.31 feet to a point for corner; South 20°24'50" West, a distance of 33.05 feet to a point for corner; South 81°00'45" West, a distance of 25.03 feet to a point for corner; South 22°14'44" West, a distance of 25.85 feet to a point for corner; South 71°22'19" East, a distance of 21.59 feet to a point for corner; South 17°12'14" East, a distance of 18.36 feet to a point for corner; South 43°03'46" West, a distance of 28.01 feet to a point for corner; South 77°43'43" West, a distance of 16.69 feet to a point for corner; Page 18 of 26 3 South 53°06'48" West, a distance of 15.77 feet to a point for corner; South 13°04'46" East, a distance of 18.22 feet to a point for corner; South 86°18'51" East, a distance of 19.60 feet to a point for corner; North 64°02'23" East, a distance of 41.91 feet to a point for corner; South 87°03'39" East, a distance of 12.89 feet to a point for corner; South 44°49'18" East, a distance of 31.14 feet to a point for corner; South 72°20'36" East, a distance of 44.01 feet to a point for corner; South 10°24'46" East, a distance of 17.30 feet to a point for corner; South 50°40'12" West, a distance of 42.51 feet to a point for corner; South 26°45'33" West, a distance of 14.91 feet to a point for corner; South 22°54'12" East, a distance of 86.03 feet to a point for corner; North 68°54'13" East, a distance of 27.87 feet to a point for corner; South 83°50'31" East, a distance of 22.51 feet to a point for corner; South 55°20'43" East, a distance of 26.96 feet to a point for corner; South 30°12'42" West, a distance of 86.18 feet to a point for corner; South 18°54'48" East, a distance of 46.25 feet to a point for corner; South 70°40'03" East, a distance of 3.83 feet to the southeast corner of said 52.771-acre tract, same being on the northerly line of a called 48.900-acre tract of land described in a deed to Donna Gail Peeler, recorded in Volume 4972, Page 5535 of the Land Records of Collin County, Texas; THENCE South 88°38'34" West, departing said stream, along the southerly line of said 52.771- acre tract and the northerly line of said 48.900-acre tract, a distance of 1,014.81 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for a southwest corner of said 52.771-acre tract; THENCE North 05°10'28" East, departing the northerly line of said 48.900-acre tract and along an easterly line of said 52.771-acre tract, a distance of 536.25 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for a corner; THENCE South 88°39'14" West, along a southerly line of said 52.771-acre tract, a distance of 644.48 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for corner; Page 19 of 26 4 THENCE South 03°09'12" East, along an easterly line of said 52.771-acre tract, a distance of 467.12 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner; THENCE South 88°38'34" West, along a southerly line of said 52.771-acre tract, a distance of 1,253.06 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE North 00°58'35" West, along an easterly line of said 52.771-acre tract, a distance of 606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE South 89°01'25" West, along a southerly line of said 52.771-acre tract, a distance of 455.00 feet to a MAG Nail found for the westerly, southwest corner of said 52.771-acre tract, same being in aforesaid County Road 290; THENCE North 00°58'35" West, along the westerly line of said 52.771-acre tract and along said County Road 290, a distance of 389.53 feet to the POINT OF BEGINNING and containing 52.750 acres (2,297,787 square feet) of land, more or less. Page 20 of 26 TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. CALLED 103 ACRES THE THORNTON FAMILY TRUST INST. NO. 20210430000877560, O.P.R.C.C.T. CALLED 103.991 ACRES MOHAMMAD ALI MONOUCHEHRIPOUR VOL. 5200, PG. 5012, L.R.C.C.T. CALLED 7.975 ACRES STEPHEN & TONYA SMITH INST. NO. 20090218000180950, O.P.R.C.C.T. CALLED 7.975 ACRES ROBIN L. & SCOTT MARTIN INST. NO. 200609140001359620, O.P.R.C.C.T. CALLED 52.771 ACRES JANIS REAL ESTATE INST. NO. 20220420000632060, O.P.R.C.C.T. CALLED 48.900 ACRES DONNA GAIL PEELER VOL. 4972, PG. 5535, L.R.C.C.T. CALLED 97.82 ACRES DASARA, LLC INST. NO. 20150123000077570, O.P.R.C.C.T. REMAINDER OF A CALLED 68.835 ACRES JAY P. JANIS AND IRENE C. JANIS C.C. FLE NO. 96-0069284, O.P.R.C.C.T. REMAINDER OF A CALLED 68.835 ACRES JAY P. JANIS AND IRENE C. JANIS C.C. FLE NO. 96-0069284, O.P.R.C.C.T. ZAC H A RI A H R O B E R T S S U R V E Y, ABS T R A C T N O. 7 6 0COUNTY ROAD 290P.O.B. 1/2" IRF 1/2" IRF 5/8" IRFC 52.750 ACRES 2,297,787 SQ. FT. MAG NAIL FND. 5/8" IRFC "NTS" 5/8" IRFC "NTS" 1/2" IRFC (ILLEGIBLE) 1/2" IRFC "PRECISE LAND SURVEY" 5/8" IRFC "NTS" 1/2" IRFC "PRECISE LAND SURVEY" 5/8" IRFC "NTS" MAG NAIL FND. MAG NAIL FND. 1/2" IRFC (ILLEGIBLE) TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. N88°29'13"E 1940.95'L1L2 L3L4L 5 L6 L7 L8L9 L10 L11 L12 L13 S 4 5 ° 1 6 ' 1 6 " E 1 6 1 . 7 5 ' L14 L 1 5 L16L 1 7 L1 8 L19 L20 L21 L22 L 2 3 L24L25L26 L27 L28 L29 L30S83°06'16"E 148.71'L31L32L33L34L35L36L37 L38 L39 L40 L41 L42 L43 L44 L45 L46L47L48 L49L50 L51 L5 2 L53L54L55 S88°38'34"W 1014.81'N5°10'28"E536.25'S88°39'14"W 644.48'S3°09'12"E467.12'S88°38'34"W 1253.06'N0°58'35"W606.39'S89°01'25"W 455.00'N0°58'35"W389.53'JOS E P H B RI T T O N S U R V E Y, ABS T R A C T N O. 7 2 LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING S33°10'55"E N77°29'33"E S31°24'12"E S20°44'38"W S51°05'09"E S74°15'03"E N89°23'21"E S23°39'03"E S67°42'02"E N87°34'10"E N72°45'56"E N61°06'37"E N70°57'23"E S78°02'53"E S48°41'18"E S26°20'00"E S41°31'56"E S61°04'09"E S74°50'18"E S67°40'27"E LENGTH 12.05' 63.05' 45.14' 41.43' 29.42' 25.54' 70.37' 52.95' 33.33' 28.77' 40.53' 35.06' 52.73' 43.16' 61.75' 52.30' 71.58' 43.45' 51.31' 74.73' LINE TABLE NO. L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 BEARING N78°02'05"E N55°10'00"E S43°24'18"E S11°56'26"E S35°23'19"E N76°58'39"E S74°58'05"E N84°50'03"E S67°01'29"E S25°25'26"E S27°26'38"E S20°24'50"W S81°00'45"W S22°14'44"W S71°22'19"E S17°12'14"E S43°03'46"W S77°43'43"W S53°06'48"W S13°04'46"E LENGTH 27.52' 27.35' 52.01' 54.70' 27.58' 33.36' 33.79' 47.01' 30.31' 47.54' 22.31' 33.05' 25.03' 25.85' 21.59' 18.36' 28.01' 16.69' 15.77' 18.22' LINE TABLE NO. L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 BEARING S86°18'51"E N64°02'23"E S87°03'39"E S44°49'18"E S72°20'36"E S10°24'46"E S50°40'12"W S26°45'33"W S22°54'12"E N68°54'13"E S83°50'31"E S55°20'43"E S30°12'42"W S18°54'48"E S70°40'03"E LENGTH 19.60' 41.91' 12.89' 31.14' 44.01' 17.30' 42.51' 14.91' 86.03' 27.87' 22.51' 26.96' 86.18' 46.25' 3.83' No.DATE REVISION DESCRIPTION 1 . ANNEXATION EXHIBIT 52.750 ACRES ZACHARIAH ROBERTS SURVEY, ABSTRACT NO. 760 COLLIN COUNTY, TEXAS DWG NAME: K:\FRI_SURVEY\068295701-LIBERTY HILLS - ANNA\DWG\ZONING\068295701 LIBERTY HILLS JANIS REAL ESTATE ZONING.DWG PLOTTED BYMARX, MICHAEL 5/29/2024 7:16 AM LAST SAVED5/29/2024 7:12 AM Copyright © 2024 Kimley-Horn and Associates, Inc. All rights reservedScale Drawn by MBM1" = 150' Checked by Date Project No.Sheet No. Frisco, Texas 75034 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Fax No. (972) 335-3779FIRM # 10193822 KHA May. 2024 068295701 1 OF 1 GRAPHIC SCALE IN FEET 0150 75 150 300 1" = 150'@ 24X36 NORTH N.T.S.VICINITY MAP NORTH 75 290 290 1101 289 372 290 288 368 SITE NOTES: 1.All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999847313. Page 21 of 26 Exhibit A-3: Janis Remainder 16.348 Acre Tract BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, Collin County, Texas, and being a portion of a called 68.835-acre tract of land, described in a Warranty Deed, recorded in County Clerk’s File No. 96-0069284 of the Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a MAG nail found in County Road 290, an apparent public use right of way, no record found, for the southwest corner of said 52.771-acre tract, same being the northwest corner of a called 48.900-acre tract of land described in a deed to Donna Gail Peeler, recorded in Volume 4972, Page 5535 of the Land Records of Collin County, Texas; THENCE North 00°58'35" West, along the westerly line of said 68.835-acre tract and along said County Road 290, a distance of 675.42 feet to a MAG Nail found for the westerly, southwest corner of a called 52.771-acre tract of land, described in a Warranty Deed to Janis Real Estate, recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County, Texas; THENCE North 89°01'25" East, departing the westerly line of said 68.835-acre tract and said County Road 290, along a southerly line of said 52.772-acre tract, a distance of 455.00 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE South 00°58'35" East, along an easterly line of said 52.771-acre tract, a distance of 606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE North 88°38'34" East, along a southerly line of said 52.771-acre tract, a distance of 1,253.06 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner; THENCE North 03°09'12" West, along an easterly line of said 52.771-acre tract, a distance of 467.12 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for corner; THENCE North 88°39'14" East, along a southerly line of said 52.771-acre tract, a distance of 644.48 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE South 05°10'28" West, along an easterly line of said 52.771-acre tract, a distance of 536.25 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for a southwest corner of said 52.771-acre tract, same being on the southerly line of said 68.835- acre tract and the northerly line of said 48.900-acre tract; THENCE South 88°38'34" West, along the southerly line of said 68.835-acre tract and the northerly line of said 48.900-acre tract, a distance of 2,277.35 feet to the POINT OF BEGINNING and containing 16.348 acres (712,115 square feet) of land, more or less. Page 22 of 26 TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. CALLED 103.991 ACRES MOHAMMAD ALI MONOUCHEHRIPOUR VOL. 5200, PG. 5012, L.R.C.C.T. CALLED 7.975 ACRES STEPHEN & TONYA SMITH INST. NO. 20090218000180950, O.P.R.C.C.T. CALLED 7.975 ACRES ROBIN L. & SCOTT MARTIN INST. NO. 200609140001359620, O.P.R.C.C.T. CALLED 52.771 ACRES JANIS REAL ESTATE INST. NO. 20220420000632060, O.P.R.C.C.T. CALLED 48.900 ACRES DONNA GAIL PEELER VOL. 4972, PG. 5535, L.R.C.C.T. CALLED 97.82 ACRES REMAINDER OF A CALLED 68.835 ACRES JAY P. JANIS AND IRENE C. JANIS C.C. FILE NO. 96-0069284, O.P.R.C.C.T.REMAINDER OF A CALLED 68.835 ACRES JAY P. JANIS AND IRENE C. JANIS C.C. FILE NO. 96-0069284, O.P.R.C.C.T. ZAC H A RI A H R O B E R T S S U R V E Y, ABS T R A C T N O. 7 6 0COUNTY ROAD 290P.O.B. MAG NAIL FND. 1/2" IRF 5/8" IRFC MAG NAIL FND. 5/8" IRFC "NTS" 5/8" IRFC "NTS" 1/2" IRFC (ILLEGIBLE) 1/2" IRFC "PRECISE LAND SURVEY" 5/8" IRFC "NTS" 1/2" IRFC "PRECISE LAND SURVEY" 5/8" IRFC "NTS" MAG NAIL FND. 1/2" IRFC (ILLEGIBLE) 16.348 ACRES 712,115 SQ. FT. 1/2" IRF JOS E P H B RI T T O N S U R V E Y, ABS T R A C T N O. 7 2 CALLED 52.771 ACRES JANIS REAL ESTATE INST. NO. 20220420000632060, O.P.R.C.C.T.N0°58'35"W675.42'N89°01'25"E 455.00'S0°58'35"E606.39'N88°38'34"E 1253.06'N3°09'12"W467.12'N88°39'14"E 644.48'S5°10'28"W536.25'S88°38'34"W 2277.35' No.DATE REVISION DESCRIPTION 1 . ANNEXATION EXHIBIT 16.348 ACRES ZACHARIAH ROBERTS SURVEY, ABSTRACT NO. 760 COLLIN COUNTY, TEXAS DWG NAME: K:\FRI_SURVEY\068295701-LIBERTY HILLS - ANNA\DWG\ZONING\068295701 LIBERTY HILLS JANIS REMAINDER TRACT ZONING.DWG PLOTTED BYMARX, MICHAEL 5/29/2024 7:24 AM LAST SAVED5/28/2024 3:57 PM Copyright © 2024 Kimley-Horn and Associates, Inc. All rights reservedScale Drawn by MBM1" = 100' Checked by Date Project No.Sheet No. Frisco, Texas 75034 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Fax No. (972) 335-3779FIRM # 10193822 KHA May. 2024 068295701 1 OF 1 GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X36 NORTH N.T.S.VICINITY MAP NORTH 75 290 290 1101 289 372 290 288 368 SITE NOTES: 1.All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999847313. Page 23 of 26 1 Exhibit A-4: Thornton Family Trust 104.325 Acre Tract BEING a tract of land situated in the Joseph Britton Survey Survey, Abstract No. 72, Collin County, Texas, and being all of a called 103-acre tract of land described in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877560, Official Public Records, Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found for the southeast corner of said 103-acre tract, common to the westernmost southwest corner of a called 694.344-acre tract of land described as Tract One in a deed to Liberty 800, LP, recorded in Instrument No. 2023000025691, said Official Public Records, common to the northwest corner of a called 52.771-acre tract of land described in a deed to Janis Real Estate, recorded in Instrument No. 2022040000632060, said Official Public Records, common to the northeast corner of a called 103.991-acre tract of land described in a deed to Mohammad Ali Monouchehripour, recorded in Volume 5200, Page 5012, Land Records, Collin County, Texas, same also being in County Road No. 290 (public use right-of-way, no record found); THENCE South 89°51'39" West, departing said County Road No. 290 and with the common line of said 103-acre tract and said 103.991-acre tract, a distance of 1,815.28 feet to a 1/2-inch iron rod with plastic cap “Illegible” found for the northwest corner of said 103.991-acre tract, common to the northeast corner of a called 11.000-acre tract of land described in a deed to Mathew T. Benton, et ux, recorded in Instrument No. 20170316000337930, said Official Public Records; THENCE South 89°46'58" West, with the common line of said 103-acre tract and said 11.000- acre tract, a distance of 491.25 feet to a 5/8-inch iron rod with red plastic cap stamped “KHA” set for the southwest corner of said 103-acre tract; THENCE North 01°49'44" East, departing the northerly line of said 11.000-acre tract and with the westerly line of said 103-acre tract and the easterly lines of a called 10.000-acre tract of land described in a deed to Angela Reston, recorded in Instrument No. 20130816001163630, said Official Public Records, and a called 45.002-acre tract of land described in a deed to Angela Reston, recorded in Instrument No. 20130816001163610, said Official Public Records, and generally along the center of County Road No. 289 (public use right-of-way, no record found), a distance of 617.13 feet to a PK nail set for corner; THENCE North 00°56'55" East, continuing with the westerly line of said 103-acre tract and the easterly line of said 45.002-acre tract, and with the easterly line of a called 25.2172-acre tract of land described in a deed to Shawn C. & Latricia G. Smith, recorded in Instrument No. 20210112000065970, said Official Public Records, and continuing generally along the center of said County Road No. 289, a distance of 751.13 feet to a PK nail set for corner; THENCE North 00°23'27" West, continuing with the westerly line of said 103-acre tract and the easterly line of said 25.2172-acre tract, and with the easterly line of a called 9.213-acre tract of land described in a deed to Timothy J. Kennedy and Thomas W. Kennedy, recorded in Instrument No. 20140814000866610, said Official Public Records, and continuing generally along the center of said County Road No. 289, a distance of 628.28 feet to a PK nail set for the northwest corner of said 103-acre tract, common to the southwest corner of a called 105-acre tract of land described in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877690, said Official Public Records; Page 24 of 26 2 THENCE North 89°12'22" East, departing the easterly line of said 9.213-acre tract and said County Road No. 289, and with the northerly line of said 103-acre tract and the southerly lines of said 105-acre tract and a called 40-acre tract of land described in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877470, said Official Public Records, and a called 2304.493-acre tract of land described as Tract F in a deed to Risland Mantua, LLC, recorded in Instrument No. 20180625000783630, said Official Public Records and in Instrument No. 2018- 14251, Official Public Records, Grayson County, Texas, and generally along the center of County Road No. 1101 (public use right-of-way, no record found), a distance of 2,235.58 feet to a PK nail set for the northeast corner of said 103-acre tract, common an angle point in the southerly line of said Tract F, same being on the westerly line of a called 10.669-acre tract of land described in a deed to Delmore A.M. Church and Joyce Church, recorded in Volume 702, Page 585, said Land Records, same also being the intersection of said County Road No. 1101 and the aforementioned County Road No. 290; THENCE South 01°14'56" East, departing the southerly line of said Tract F and with the common line of said 103-acre tract and said 10.669-acre tract, and generally along the center of said County Road No. 290, a distance of 890.33 feet to a PK nail set for the southwest corner of said 10.669-acre tract, common to the westernmost northwest corner of the aforementioned Tract One, from which a PK nail found for witness bears North 75°05'07” West, 1.12 feet; THENCE South 01°12'42" East, with the common line of said 103-acre tract and said Tract One, and continuing generally along the center of said County Road No. 290, a distance of 1,130.95 feet to the POINT OF BEGINNING and containing 104.325 acres (4,544,381 square feet) of land, more or less. Page 25 of 26 TRACT F - CALLED 2304.493 ACRES RISLAND MANTUA, LLC INST. NO. 20180625000783630, O.P.R.C.C.T. & INST. NO. 2018-14251, O.P.R.G.C.T.ZACHARIAH ROBERTS SURVEY, ABSTRACT NO. 760JOSEPH B R I T T O N S U R V E Y , A B S T R A C T N O . 7 2 TRACT ONE CALLED 694.344 ACRES LIBERTY 800, LP INST. NO. 2023000025691, O.P.R.C.C.T. CALLED 10.669 ACRES DELMORE A. M. CHURCH AND JOYCE CHURCH VOL. 702, PG. 585, L.R.C.C.T. CALLED 103 ACRES THE THORNTON FAMILY TRUST INST. NO. 20210430000877560, O.P.R.C.C.T. CALLED 103.991 ACRES MOHAMMAD ALI MONOUCHEHRIPOUR VOL. 5200, PG. 5012, L.R.C.C.T. CALLED 52.771 ACRES JANIS REAL ESTATE INST. NO. 20220420000632060, O.P.R.C.C.T.WILLIAM PRICE SURVEY, ABSTRACT NO. 692CALLED 40 ACRES THE THORNTON FAMILY TRUST INST. NO. 20210430000877470, O.P.R.C.C.T. CALLED 105 ACRES THE THORNTON FAMILY TRUST INST. NO. 20210430000877690, O.P.R.C.C.T.CALLED 9.213 ACRESTIMOTHY J. KENNEDY ANDTHOMAS W. KENNEDYINST. NO. 20140814000866610,O.P.R.C.C.T.CALLED 10.000 ACRESANGELA RESTONINST. NO. 20130816001163630,O.P.R.C.C.T.CALLED 45.002 ACRESANGELA RESTONINST. NO. 20130816001163610,O.P.R.C.C.T.CALLED 25.2172 ACRESSHAWN C. & LATRICIA G. S MITH INST. NO. 20210112000065970,O.P.R.C.C.T. CALLED 11.000 ACRES MATHEW T. BENTON et ux INST. NO. 20170316000337930, O.P.R.C.C.T. JOS E P H B RI T T O N S U R V E Y, A B S T R A C T N O. 7 2 JOHN BATTERT O N S U R V E Y , A B S T R A C T N O . 9 4 104.325 ACRES 4,544,381 SQ. FT. PKS & PKF BRS: N75°05'07"W, 1.12' P.O.B. 1/2" IRF1/2" IRFC "ILLEGIBLE"IRSC PKS PKS PKS COUNTY ROAD No. 1101 (PUBLIC RIGHT-OF-WAY, NO RECORD FOUND)COUNTY ROAD No. 289(PUBLIC RIGHT-OF-WAY, NO RECORD FOUND)COUNTY ROAD No. 290(PUBLIC RIGHT-OF-WAY, NO RECORD FOUND)S89°51'39"W 1815.28'S89°46'58"W 491.25'N1°49'44"E617.13'N0°56'55"E751.13'N0°23'27"W628.28'N89°12'22"E 2235.58'S1°14'56"E890.33'S1°12'42"E1130.95'PKS DWG NAME: K:\FRI_SURVEY\068295701-LIBERTY HILLS - ANNA\DWG\ZONING\068295701 LIBERTY HILLS WEST 104 AC ZONING.DWG PLOTTED BYMARX, MICHAEL 5/29/2024 7:19 AM LAST SAVED5/29/2024 7:17 AMScale Drawn by 1" = 100' Checked by Date Project No.Sheet No. Frisco, Texas 75034 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Fax No. (972) 335-3779FIRM # 10193822 ANNEXATION EXHIBIT 104.325 ACRES JOSEPH BRITTON SURVEY, ABSTRACT NO. 72 COLLIN COUNTY, TEXAS JMH KHA May 2024 068295701 1 OF 1 GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X36 NORTH N.T.S.VICINITY MAP NORTH 75 290 290 1101 289 372 290 288 368 SITE NOTES: 1.All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999847313. Page 26 of 26 EXHIBIT B: DA Page 1 of 289 EXHIBIT B: PRE-ANNEXATION DEVELOPMENT AGREEMENT 44-ei Ada Urn +d Exhibit 1 ct+ uj d 1 Zd 3'k 54- 4rna Tx _75uQa LIBERTY HILLS DEVELOPMENT AGREEMENT This Liberty Hills Development Agreement (this "Agreement") is entered into by and between the CITY OF ANNA, TEXAS, a Texas home -rule municipality (the "CiV% LIBERTY 800, LP, a Texas limited partnership ("Liberty 800 ), LIBERTY 75, LP, a Texas limited partnership ("Liberty 75" and, collectively with Liberty 800 and their respective successors and assigns, the "Developer'), THE THORNTON FAMILY TRUST ("Thornton"), JANIS REAL ESTATE, LLC, a Texas limited liability company ("Janis RE"), and JAY P. AND IRENE C. JANIS, each an individual (Liberty 800, Liberty 75, Janis RE and Jay P. and Irene C. Janis each individually an "Owner" and collectively, the "Owners") (each individually, a "PaEty," and collectively, the "Parties"), to be effective on the Effective Date. SECTION 1 RECITALS WHEREAS, certain capitalized terms used in these recitals are defined in Section 2; and WHEREAS, the City is a home -rule municipality of the State of Texas; and WHEREAS, Liberty 800 owns approximately 787 acres of real property described by metes and bounds in Exhibit A-1(the "Liberty 800 Property'), Liberty 75 owns approximately 74 acres of real property described by metes and bounds in Exhibit A-2-I, Exhibit A-2-II, and Exhibit A-2-III (the "Liberty 75 PropeM' ), Thornton owns approximately 103 acres of real property, described by metes and bounds in Exhibit A-3 (the "Thornton Property") Janis RE owns approximately 53 acres of real property described by metes and bounds in Exhibit A-4 (the "Janis RE Property') and Jay P. and Irene C. Janis own approximately 16 acres of real property described by metes and bounds in Exhibit A-5 (the "Janis Property," and together with the Liberty 800 Property, the Liberty 75 Property, the Thornton Property and the Janis RE Property, the Pro a "); and WHEREAS, a portion of the Property is located within the extraterritorial jurisdiction (the ETJ") of the City (such property, the "ETJ Property') and the remaining portion of the Property is located within the corporate limits of the City; and WHEREAS, a portion of the Property is subject to that certain Development Agreement the "Original Agreement"), attached hereto as Exhibit F, effective as of January 25, 2011, between the City and Viola Lordsmeer, L.P., predecessor -in -interest to Liberty 800, and the Parties intend for this Agreement to replace the Original Agreement as it relates to the applicable portion of the Property; and WHEREAS, it is intended that the Property, which is depicted in Exhibit B, be developed to contain single-family homes of various sizes, townhomes, multi -family, commercial and other mixed -use development constructed over multiple phases and is to be known and referred to as Liberty Hills" (the "Project'), as generally depicted on the Illustrative Layout (as defined herein), which is attached hereto as Exhibit C, which may be revised as set forth in this Agreement, and in accordance with applicable City Regulations and the development standards set forth in certain proposed planned development standards ("Development Standards"), which Development Standards are attached hereto as Exhibit D. and LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 1 135331624v.16 EXHIBIT B: DA Page 2 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 2 WHEREAS, the Illustrative Layout is intended to comply with the vision of the 2050 Comprehensive Plan; and WHEREAS, the Parties hereto which own the ETJ Property each intend to file a voluntary petition for annexation of their applicable owned portion of the ETJ Property; and WHEREAS, the Parties intend for the City to provide water and sewer service to the Property; and WHEREAS, the Developer desires and intends to design, construct and install and/or make financial contributions to certain Authorized Improvements to serve the Project; and WHEREAS, in consideration of Developer’s and Owners’ agreements contained herein, the City shall use reasonable efforts to exercise its powers under Texas Local Government Code, Chapter 372 (the “PID Act”) to create a PID (as defined herein) encompassing the portion of the Property to be developed as single-family residential (the “PID Property”) to provide financing arrangements that will enable Developer to do the following in accordance with the procedures and requirements of the PID Act and this Agreement: (a) fund or be reimbursed for a specified portion of the costs of the PID Projects using the proceeds of PID Bonds; or (b) obtain reimbursement for the specified portion of the costs of the PID Projects, the source of which reimbursement will be installment payments from Assessments within the PID Property, provided that such reimbursements shall be subordinate to the payment of PID Bonds and Administrative Expenses; and WHEREAS, in consideration of the Developer’s and Owners’ agreements contained herein, as allowed by law, the City agrees to exercise its powers under the TIRZ Act to create the TIRZ and to dedicate fifty percent (50%) of the City’s ad valorem tax increment, less collection and administrative costs, attributable to the TIRZ, based on the City’s tax rate each year and as authorized by law for a period of forty (40) years to (a) for property located in a Single-Family Subzone (as defined herein) offset or pay a portion of any Assessment levied on assessed parcels within the PID Property for the costs of Authorized Improvements that qualify as TIRZ Projects under the TIRZ Act and (b) for property located in a Commercial Subzone, to fund one or more Chapter 380 Grants as described herein; and WHEREAS, after creation of the PID and the TIRZ, all of the City’s administrative costs associated with the PID will be funded by the levy of Assessments on the Property in accordance with the PID Act, and all of the City’s administrative costs associated with the TIRZ will be funded from the TIRZ Revenue in accordance with the TIRZ Act; and WHEREAS, the City desires to provide certain economic incentives related to the commercial development in the “Mixed Use Subzone” included in the TIRZ (as defined herein) and to the Developer in consideration of its agreements herein; and WHEREAS, the Parties desire and intend for the design, construction, and installation of the Public Infrastructure to occur in a phased manner over the Term of this Agreement and that Developer will dedicate to and the City will accept the Public Infrastructure for public use and EXHIBIT B: DA Page 3 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 3 maintenance, subject to the City’s approval of the plans and inspection of the Public Infrastructure in accordance with this Agreement and the City Regulations; and WHEREAS, the City, subject to the consent and approval of the City Council, and in accordance with the terms of this Agreement and all legal requirements, including but not limited to each Indenture, intends to: (i) adopt a Service and Assessment Plan; (ii) adopt an Assessment Ordinance (to pay for a specified portion of the PID Projects Cost(s) and approved by the City’s Engineer or his designee and the costs associated with the administration of the PID and the issuance of the PID Bonds for each respective Phase of the Project); and (iii) issue, in multiple series, up to $200,000,000 in principal amount of PID Bonds for the purpose of financing a specified portion of the costs of the PID Projects and paying associated costs as described herein; and WHEREAS, unless expressly set forth to the contrary in this Agreement, it is the Parties’ mutual intent that this Agreement shall supersede City Regulations only to the extent that City Regulations directly conflict with the terms of this Agreement; and WHEREAS, the Developer and Owners understand and acknowledge that the obligations undertaken under this Agreement are primarily for the benefit of the Property; and WHEREAS, the Developer and Owners understand and acknowledge that acceptance of this Agreement is not an exaction or a concession demanded by the City but rather is an undertaking of Developer’s and Owners’ voluntary design to ensure consistency, quality, and adequate infrastructure that will benefit development of the Property; and WHEREAS, following annexation of the ETJ Property, the City intends to consider zoning any portion of the Property in the corporate limits as a planned development district and the Parties acknowledge that the Property may be developed and used in accordance with this Agreement; and WHEREAS, the City recognizes the positive impact the Public Infrastructure will bring to the City and that said improvements will promote state and local economic development, stimulate business and commercial activity in the City for the development and diversification of the economy of the state, promote the development and expansion of commerce in the state, and reduce unemployment or underemployment in the state; and WHEREAS, as the ETJ Property is in the City’s ETJ on the Effective Date of this Agreement, the Parties intend that this Agreement is a development agreement as provided for by state law in Section 212.171 et seq of the Texas Local Government Code; and WHEREAS, this Agreement shall constitute a “permit” under Chapter 245 of the Texas Local Government Code and as allowed pursuant to Section 212.172(g) of the Texas Local Government Code and that all prerequisites for entering into such agreement have been completed in full and that the City has provided the Developer and Owners with the written disclosures required when offering this Agreement under Section 212.171(b-1), said section being incorporated herein as if set forth in full; NOW, THEREFORE, in consideration of the mutual covenants contained herein, the EXHIBIT B: DA Page 4 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 4 Parties hereby agree as follows: SECTION 2 DEFINITIONS Certain terms used in this Agreement are defined in this Section 2. Other terms used in this Agreement are defined in the recitals or in other sections of this Agreement. Unless the context requires otherwise, the following terms shall have the meanings hereinafter set forth: 2050 Comprehensive Plan means the Anna 2050 Comprehensive Plan and applicable provisions of the Anna 2050 Parks Master Plan adopted by the City Council on April 27, 2021 under Ordinance No. 903-2021 and as amended as of the Effective Date. Administrative Expenses means reasonable expenses incurred by the City in the establishment, administration, and operation of the PID or TIRZ, respectively. Administrator means an employee, consultant, or designee of the City who shall have the responsibilities provided in the Service and Assessment Plan, each Indenture, or any other agreement or document approved by the City related to the duties and responsibilities for the administration of the PID. Assessment(s) means the special assessments levied on the Property pursuant to the PID Act on a Phase-by-Phase basis, under one or more Assessment Ordinances adopted on a Phase- by-Phase basis to reimburse Developer on a Phase-by-Phase for a portion of the PID Projects benefitting the applicable Phase(s) as set forth in the Service and Assessment Plan, as well as payment of Administrative Expenses and repayment of the PID Bonds and the costs associated with the issuance of the PID Bonds. Assessment Ordinance means an ordinance approved by the City Council under the PID Act levying one or more Assessment(s). Authorized Improvements means the PID Projects and all on- and off-site public water, sewer, drainage, and roadway facilities, rights-of-way, along with other public improvements, such as parks, trails, landscaping and screening, that benefit the Property, are to be constructed by Developer, are identified on Exhibit E, and for which the Parties intend Developer will be fully or partially reimbursed pursuant to the terms of this Agreement. Bond Ordinance means each ordinance adopted by the City Council that authorizes and approves the issuance and sale of any PID Bonds for each Phase(s) of the Project. Budgeted Cost means, with respect to any given Authorized Improvement, the estimated cost of the improvement as set forth by Phase in Exhibit E. Capital Improvement(s) shall have the meaning provided in Chapter 395, Texas Local Government Code. Capital Improvement Costs means any construction, contributions, or dedications of Capital Improvements, including actual costs of design, engineering, construction, acquisition, and EXHIBIT B: DA Page 5 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 5 inspection, and all costs related in any manner to the Capital Improvement. Capital Improvements Plan or “CIP” means all capital improvements plan(s) duly adopted by the City under Chapter 395, Texas Local Government Code, as may be updated or amended from time to time. Chapter 245 means Chapter 245, Texas Local Government Code, as amended. Chapter 380 Agreement means an agreement in which the City agrees to provide a Chapter 380 Grant pursuant to Chapter 380, Texas Local Government Code, as amended. Chapter 380 Grant means any grant provided to the Developer or other entity pursuant to a Chapter 380 Agreement as described in this Agreement. Chapter 395 means Chapter 395, Texas Local Government Code, as amended. City means the City of Anna, a home rule municipality located in Collin County, Texas. City Code means the Anna City Code of Ordinances and all of its provisions and regulations or standards adopted by reference in said Code in effect on the Effective Date; provided, however, that as it relates to Public Infrastructure for any given Phase, the applicable construction standards (including, without limitation, uniform building codes) shall be those that the City has duly adopted at the time of the filing of an application for a preliminary plat for that Phase unless construction has not commenced within two years of approval of such preliminary plat in which case the construction standards shall be those that the City has duly adopted at the time that construction commences, except that to the extent there is a conflict between the City Code and the Development Standards, the Development Standards shall control. City Council means the City Council of the City. City Manager means the current or acting City Manager of the City of Anna or a person designated to act on behalf of the City Manager if the designation is in writing and signed by the current or acting City Manager. City PID Fee means the per single-family-residential-lot fee to be paid by Developer to the City in accordance with the established City PID Policy and in accordance with Section 5.20 hereof. City PID Policy means the City of Anna Public Improvement District Policy approved by the City Council on June 23, 2020 via Resolution No. 2020-06-747. City Regulations mean City Code provisions, ordinances, design standards (including but not limited to the City’s Engineering Design Standards and the Development Standards), uniform codes, policies, requirements, limitations, restrictions, and other regulations (including but not limited to all fees and land dedications applicable to the Project) duly adopted by the City and in effect on the Effective Date; provided, however, that as it relates to Public Infrastructure for any given phase, the applicable construction standards (including, without limitation, uniform building codes) shall be those that the City has duly adopted at the time of the filing of an application for a EXHIBIT B: DA Page 6 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 6 preliminary plat for that phase unless construction has not commenced within two years of approval of such preliminary plat in which case the construction standards shall be those that the City has duly adopted at the time that construction commences, except that to the extent there is a conflict between the City Regulations and the PD, the PD shall control. The term does not include Park Fees, which shall be assessed on the Property in accordance with this Agreement. Concept Plan means the intended conceptual plan for each Phase of the Project as may be approved by the City in accordance with Section 5.7 in which case it shall fully supersede and replace the Illustrative Layout. Cost Underruns means actual PID Projects Costs that are less than the Budgeted Costs set forth in the SAP. Developer Continuing Disclosure Agreement means any continuing disclosure agreement of Developer executed contemporaneously with the issuance and sale of PID Bonds. Developer Improvement Account means each construction fund account created under an Indenture, if any, funded by Developer, and used to pay for portions of the acquisition, design, and construction of the PID Projects for a particular Phase of the Project. Development Standards mean the design specifications and construction standards identified in Section 5.12 of this Agreement, including without limitation the standards set forth in Exhibit D and applicable City Regulations. Effective Date means the effective date of this Agreement, which shall be the date upon which all Parties have fully executed and delivered this Agreement and the City’s legal counsel has signed this Agreement, approving same as to form. End User means any tenant, user, or owner of a Fully Developed and Improved Lot, but excluding the HOA. ETJ shall have the meaning given to it in the Recitals. Fully Developed and Improved Lot means any privately-owned lot in the Project, regardless of proposed use, intended to be served by the Authorized Improvements and for which a final plat has been approved by the City and recorded in the Real Property Records of Collin County, Texas. HOA means the homeowners association formed with respect to the Project, which shall privately function as a homeowners association for the Project. Home Buyer Disclosure Program means the disclosure provisions relating to property located in public improvement districts set forth in Chapter 5 of the Texas Property Code, which establish a mechanism to disclose to each buyer the terms and conditions under which their lot is burdened by Assessments. Illustrative Layout means the intended plan for the development of the Project as depicted on Exhibit C. EXHIBIT B: DA Page 7 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 7 Impact Fees means those fees assessed and charged against the Project in accordance with Chapter 395 and as defined therein. Improvement Account of the Project Fund means the construction fund account created under a particular Indenture, funded by the PID Bond Proceeds, and used to pay or reimburse for certain portions of the construction or acquisition of the PID Projects. Indenture means a trust indenture by and between the City and a trustee bank under which PID Bonds are issued and funds are held and disbursed. Independent Appraisal means, in establishing the appraised value, (i) the appraised value of a specific assessed parcel or assessed parcels, as applicable, in a specific Phase for which Assessments have been levied as established by publicly available data from the Collin Central Appraisal District, (ii) the Collin Central Appraisal District Chief Appraiser’s estimated assessed valuation for completed homes (home and lot assessed valuation) and estimated lot valuation for lots on which homes are under construction, (iii) an “as-complete” appraisal delivered by an independent appraiser licensed in the State of Texas, which appraisal shall assume completion of the particular Phase for which said Assessments have been or will be levied, as applicable, or (iv) a certificate delivered to the City by a qualified independent third party (which party may be the Administrator or a licensed appraiser) certifying on an individual lot type basis, the value of each lot in the particular Phase, as applicable, for which such Assessments have been levied based on either (x) the average gross sales price (which is the gross amount including escalations and reimbursements due to the seller of the lots) for each lot type based on closings of lots in such Phase for which the Assessments have been levied or (y) the sales price in the actual lot purchase contracts in the particular Phase for which such Assessments have been or will be levied, as applicable. Mantua Parkway means three (3) twelve-foot-wide concrete lanes of a future 6-lane divided roadway in a 120-foot-wide right-of-way from US75 to County Road 290 as shown in Exhibit I. Notice means any notice required or contemplated by this Agreement (or otherwise given in connection with this Agreement). Park Fees means those fees assessed and charged against the Project in accordance with Sections 9.02.135 and A3.006 of the City Code and shall include any “park development fees” as described in City Code. Phase means any distinct phase of development on the PID Property which is to be developed concurrently as finished lots. PID means one or more public improvement districts encompassing all or a portion of the PID Property, for which the City agrees to exert reasonable efforts to create for the benefit of certain portions of the Project pursuant to the PID Act and this Agreement. PID Act means Chapter 372, Texas Local Government Code, as amended. PID Bond(s) means assessment revenue bonds, but not Refunding Bonds, issued by the EXHIBIT B: DA Page 8 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 8 City pursuant to the PID Act to finance the PID Projects. PID Bond Proceeds means the funds generated from the sale of the PID Bonds. PID Documents means but not limited to, collectively, the PID Resolution, the SAP, and the Assessment Ordinance(s). PID Financial Summary means the document attached to this Agreement as Exhibit K, which summarizes financial data related to the PID. PID Projects means all water, wastewater/sewer, drainage, roadway, park, trail, landscape, irrigation, hardscape, and other improvements allowable under the PID Act and benefitting and necessary to serve the Project and which shall be owned and maintained by the City, including those identified in the PID Documents and outlined in Exhibit E. PID Projects Cost means the actual cost of design, engineering, construction, acquisition, and/or inspection of the PID Projects, along with Administrative Expenses associated with the PID. PID Resolution means the resolution adopted by the Council creating the PID as recorded in the real property records of Collin County, Texas. Project and Finance Plan means a final TIRZ Project and Finance Plan approved and adopted by the City in accordance with this Agreement as may be amended from time to time. Public Infrastructure means all water, wastewater/sewer, detention and drainage, roadway, park and trail, and other infrastructure necessary to serve the full development of the Project and/or to be constructed by Developer and dedicated to the City under this Agreement. The term includes but is not limited to the PID Projects and the Authorized Improvements. Real Property Records means the official land recordings of the Collin County Clerk’s Office. Refunding Bonds means bonds issued pursuant to Section 372.027 of the PID Act. Reimbursement Agreement means an agreement by and between the City and Developer by which the Parties establish the terms by which Developer may obtain reimbursements for PID Projects through the PID Bond Proceeds or Assessments for the respective Phase. Service and Assessment Plan (“SAP”) means the service and assessment plan for the PID, to be adopted and amended at least annually by the City Council pursuant to the PID Act for the purpose of assessing allocated costs against portions of the Project located within the boundaries of the PID having terms, provisions, and findings approved by the City, as required by the PID Act and this Agreement. Standridge Boulevard means all 12-foot-wide concrete lanes of a 4-lane divided roadway in a 90-foot-wide right-of-way from Rosamond Parkway to Mantua Parkway as shown in Exhibit I. EXHIBIT B: DA Page 9 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 9 TIRZ means a tax increment reinvestment zone encompassing any portion of the Property to be created by the City pursuant to the TIRZ Act. TIRZ Act means Chapter 311 of the Texas Tax Code, as amended. TIRZ Documents means collectively the TIRZ Project and Finance Plan, the TIRZ ordinance, and the TIRZ participation agreement(s) with other taxing entities, if applicable. TIRZ Fund(s) means the fund(s) set up by the City in order to receive TIRZ funds in accordance with this Agreement, the TIRZ Documents and state law. TIRZ Revenue means the tax increment received by the City from the City property taxes levied against the Property. SECTION 3 PUBLIC IMPROVEMENT DISTRICTS 3.1 Creation of the PID; Levy of Assessments. The City shall use reasonable efforts to initiate and approve all necessary documents, resolutions and ordinances, including without limitation the PID Documents, required to effectuate this Agreement, to create the PID, and to levy the Assessments. The City will prepare and approve a Preliminary Service and Assessment Plan providing for the levy of the Assessments on the PID Property. Promptly following preparation and approval of a preliminary SAP acceptable to the Parties and subject to the City Council making findings that the PID Projects confer a special benefit on the Property, the City Council shall consider an Assessment Ordinance. Developer shall develop the PID Property consistent with the terms of this Agreement. Nothing contained in this Agreement, however, shall be construed as creating a contractual obligation that controls, waives, or supplants the City Council’s legislative discretion or functions. 3.2 Acceptance of Assessments and Recordation of Covenants Running with the Land. Following the levy of the Assessments applicable to a particular Phase of the Project, the applicable Owner shall: (a) approve and accept in writing the levy of the Assessment(s) on all land owned by each Owner and (b) cause covenants running with the land to be recorded against the portion of the Property within the applicable Phase that will bind any and all current and successor developers and owners of all or any part of such Phase of the Project to pay the Assessments, with applicable interest and penalties thereon, as and when due and payable hereunder and that the purchasers of such land take their title subject to and expressly assume the terms and provisions of such Assessments and the liens created thereby. The covenants required to be recorded under this paragraph shall be recorded substantially contemporaneously with the recordation of the plat of the applicable Phase, except for the final SAP which will be recorded by the City upon its approval in accordance with the PID Act. The Owners hereby acknowledge and accept the Home Buyer Disclosure Program. EXHIBIT B: DA Page 10 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 10 SECTION 4 AUTHORIZED IMPROVEMENTS, PID PROJECTS, AND PUBLIC INFRASTRUCTURE 4.1 PID Projects. Prior to the issuance of PID Bonds, the PID Projects, and PID Projects Costs are subject to change as may be agreed upon by Developer and the City and, if changed, shall be updated by Developer and the City consistent with the Service and Assessment Plan and the PID Act. All approved final plats within the PID Property shall include those PID Projects located therein and the respective PID Projects Costs shall be finalized before the applicable final plat is approved by the City Council. Without limiting the foregoing, and on a Phase-by-Phase basis, as applicable, PID Projects Costs, the timetable for installation of the PID Projects, and all other pertinent information and data will be reviewed at least annually by the Parties in an annual update of the Service and Assessment Plan adopted and approved by the City Council consistent with the requirements of Section 372.013(b) of the PID Act. 4.2 Construction, Ownership, and Transfer of Authorized Improvements and Public Infrastructure. a)Construction Standards and Inspection. Except as otherwise expressly set forth in this Agreement, the Authorized Improvements and all other Public Infrastructure required for the development of the Property shall be constructed and inspected in accordance with this Agreement, the City Regulations, and any other governing body or entity with jurisdiction over the Public Infrastructure. Developer agrees to cause all Public Infrastructure to be constructed in a good and workmanlike manner. Upon request, the City shall provide “tax-exempt” letters to Developer for use by all contractors, subcontractors, and suppliers installing Public Infrastructure within the Property. b)Contract Letting. The Parties understand that construction of the Authorized Improvements to be funded through Assessments are legally exempt from competitive bidding requirements pursuant to the Texas Local Government Code. The Parties acknowledge that, as of the Effective Date, the construction contracts for the construction of Authorized Improvements have not been awarded and contract prices have not yet been determined. Before entering into any construction contract for the construction of all or any part of the Authorized Improvements, Developer's engineers shall prepare, or cause the preparation of, and submit to the City all contract specifications and necessary related documents, including the contract proposal showing the negotiated total contract price and scope of work. c)Ownership. All of the Authorized Improvements and Public Infrastructure shall be owned by the City upon acceptance of them by the City. Developer agrees to take any action reasonably required by the City to transfer or otherwise dedicate or ensure the dedication of easements or property for the Authorized Improvements and Public Infrastructure to the City and the public. d)Operation and Maintenance. Upon inspection, approval, and acceptance of the Authorized Improvements, the City shall maintain and operate the accepted Authorized Improvements. EXHIBIT B: DA Page 11 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 11 e)Applicability. Subsections (a)-(b), above, shall not apply to Public Infrastructure that the City is obligated to fund and construct under this Agreement, if any. 4.3 Public Infrastructure, Generally. Except as otherwise expressly provided for in this Agreement, Developer shall provide all Public Infrastructure necessary to serve the Project, including without limitation streets, utilities, drainage, sidewalks, trails, street lighting, street signage, and all other required improvements, at no cost to the City except as provided herein, and in accordance with City Regulations, and as approved by the City’s Engineer or his/her designee. Developer shall cause the installation of such improvements within all applicable time frames in accordance with the City Regulations unless otherwise approved herein. Developer shall provide engineering studies, plan/profile sheets, and other construction documents at the time of platting as required by City Regulations. Such plans shall be approved by the City’s Engineer or his/her designee prior to approval of a final plat. Construction of any portion of the Public Infrastructure shall not be initiated until a pre-construction conference that includes a City representative has been held regarding the proposed construction and City has issued a written notice to proceed. 4.4 Maintenance Bonds. Developer shall execute or cause to be executed a valid maintenance bond in accordance with applicable City Regulations that guarantees the costs of any repairs which may become necessary to any part of the construction work performed in connection with the Public Infrastructure, arising from defective workmanship or materials used therein, for a full period of two years from the date of final acceptance of the Public Infrastructure constructed under any such contract(s). 4.5 Inspections, Acceptance of Public Infrastructure, and Developer’s Remedy. The City shall inspect, as required by City Regulations, the construction of all Public Infrastructure necessary to support the proposed development within the Property, including without limitation water, sanitary sewer, drainage, streets, park facilities, electrical, and streetlights and signs. The City’s inspections shall not release Developer from its responsibility to construct or ensure the construction of adequate Authorized Improvements and Public Infrastructure in accordance with approved engineering plans, construction plans, and other approved plans related to development of the Property. From and after the inspection and acceptance by the City of the Public Infrastructure and any other dedications required under this Agreement, such improvements and dedications shall be owned by the City. Developer’s sole remedy for nonperformance of this Agreement by the City shall be to seek specific performance and cost reimbursements pursuant to the terms of this Agreement. 4.6 Insurance. The Developer or its contractor(s) shall acquire and maintain, during the period of time when any of the Public Infrastructure is under construction (and until the full and final completion of the Public Infrastructure and acceptance thereof by the City): (a) workers compensation insurance in the amount required by law; and (b) commercial general liability insurance including personal injury liability, premises operations liability, and contractual liability, covering, but not limited to, the liability assumed under any indemnification provisions of this Agreement, with limits of liability for bodily injury, death and property damage of not less than 1,000,000.00. Such insurance shall also cover any and all claims which might arise out of the Public Infrastructure construction contracts, whether by Developer, a contractor, subcontractor, material man, or otherwise. Coverage must be on a “per occurrence” basis. All such insurance shall: (i) be issued by a carrier which is rated “A 1” or better by A.M. Best’s Key Rating Guide EXHIBIT B: DA Page 12 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 12 and licensed to do business in the State of Texas; and (ii) name the City as an additional insured and contain a waiver of subrogation endorsement in favor of the City. Upon the execution of Public Infrastructure construction contracts, Developer shall provide to the City certificates of insurance evidencing such insurance coverage together with the declaration of such policies, along with the endorsement naming the City as an additional insured. Each such policy shall provide that, at least 30 days prior to the cancellation, non-renewal or modification of the same, the City shall receive written notice of such cancellation, non-renewal or modification. SECTION 5 ADDITIONAL OBLIGATIONS AND AGREEMENTS 5.1 Wastewater/Sanitary Sewer Facilities. a)Developer’s General Obligations. Developer is responsible for the design, installation, and construction of the on-site wastewater/sanitary sewer improvements necessary to serve the Property as generally depicted on Exhibit G-1; provided that the Developer and the City’s Engineer may mutually agree to modifications to the sizing and location of such improvements other than the City Stub Line at the time of construction thereof in accordance with the City’s then-existing master plans. The design of all wastewater/sanitary sewer improvements shall be approved by the City in advance of the construction of same. Subject to the City’s obligations under Section 5.19 and Section 5.1(c), the Developer shall be responsible for the acquisition of any easements and other property acquisitions necessary for any on-site wastewater/sewer facilities (the size and extent of each such easement or other property interest to be approved by the City) for all development. The locations of said easements or other property interests shall be approved by the City’s Engineer or his/her designee as part of the platting process. The costs of obtaining such easements may be included in the applicable PID Projects Costs to be reimbursed to Developer through the PID, as appropriate. b)Timing of Developer’s Obligations. Except as otherwise provided herein, Developer shall complete in a good and workmanlike manner all on-site wastewater/sanitary sewer improvements necessary to serve each Phase of the Project prior to the recordation of the final plat covering such Phase; provided that the Developer may submit the final plat for any Phase prior to the installation of such improvements if it executes an improvement agreement and provides adequate security therefor in accordance with the City’s Subdivision Regulations. c)City Stub Line; Off-Site Sewer Trunk Lines; Future Lift Station. The City will construct, at its cost, off-site sewer trunk lines as more particularly shown on Exhibit G-2 the “Off-Site Sewer Trunk Lines”) by April 1, 2026, and shall commence design and engineering of the Off-Site Sewer Trunk Lines upon the execution of this Agreement. The Developer shall use commercially reasonable efforts to acquire any necessary easements for the Off-Site Sewer Trunk Lines (the “Trunk Line Easements”), and the costs of such Trunk Line Easements shall be reimbursable from the Impact Fee 380 Agreement (as defined herein). To facilitate expedient acquisition of the Trunk Line Easements, the Developer agrees to commence efforts to obtain the Trunk Line Easements within sixty (60) days of the execution of this Agreement. The City shall construct, at its cost, a stub sewer line of sufficient size to serve the Development and any future users not included in the Development to connect to the southern EXHIBIT B: DA Page 13 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 13 boundary of the residential property in the location shown by the notation “Connect to Ex. City of Anna SS (Stub Sewer)” on Exhibit G-2 (the “City Stub Line”) prior to the initial Phase of the Development (“Phase 1”) being complete. Development of the Property may commence before the City Stub Line is complete. In addition, (a) if the City does not complete the City Stub Line prior to the completion of Phase 1 of the Project and/or (b) if the City does not complete the Off- Site Sewer Trunk Lines by April 1, 2026, the City agrees to provide pump and haul service for sewage until such time as the City Stub Line is complete or the Off-Site Sewer Trunk Lines are complete, as applicable, and shall approve plats and allow the issuance of building permits in the Project in accordance with Section 5.11 below. Such pump and haul service shall be at the cost of the City. If the development of the Thornton Property requires the construction of a lift station, which lift station is expected to be situated to the southwest corner of the Property, the Developer shall construct, and the City may request oversizing of, such lift station. Any required lift station may be included as a PID Project to the extent it confers a special benefit on the PID Property; provided that, to the extent the City requires Developer to oversize the lift station beyond what is necessary to serve the Property, the City will reimburse the Developer for the costs of oversizing lift station improvements as provided in Section 5.5 hereof. 5.2 Water Facilities. a)Developer’s General Obligations. Developer is responsible for design, installation, and construction of the on-site water improvements necessary to serve the Property as generally depicted on Exhibit H-1, and, subject to the provisions of Section 5.2(c) hereof, certain major water improvements as generally depicted in as generally depicted on Exhibit H-2; provided that the Developer and the City’s Engineer may mutually agree to modifications to the sizing and location of such improvements at the time of construction thereof in accordance with the City’s then-existing master plans. The design of water improvements shall be approved by the City in advance of the construction of same. Subject to the City’s obligations under Section 5.19, Developer shall be responsible for the acquisition of any easements and other property acquisitions necessary for water facilities (the size and extent of each such easement or other property interest to be approved by the City) for all development upon and within the Property. The locations of said easements or other property interests shall be approved by the City’s Engineer or his/her designee as part of the platting process. The Developer’s costs of obtaining such easements may be included in the applicable PID Projects Costs to be reimbursed to Developer through the PID. b)Timing of Developer’s Obligations. Except as otherwise provided herein, Developer shall complete in a good and workmanlike manner all on-site water improvements necessary to serve each Phase of the Project prior to the recordation of the final plat covering such Phase; provided that the Developer may submit the final plat for any Phase prior to the installation of such improvements if it executes an improvement agreement and provides adequate security therefor in accordance with the City’s Subdivision Regulations. c)Major Water Lines. 1)Developer will construct certain major off-site water lines collectively, the “Major Water Lines”) each as depicted on Exhibit H-2. The Major Water EXHIBIT B: DA Page 14 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 14 Lines shall be constructed in the sizes shown own Exhibit H-2 or such dimensions as mutually agreed to by the City’s Engineer and the Developer at the time of construction of such Major Water Lines, and shall be oversized in the dimensions shown under “City M.P.” as depicted on Exhibit H-2 or such dimensions as mutually agreed to by the City’s Engineer and the Developer at the time of construction of such Major Water Lines. Any difference between the sizing of a segment of the Major Water Lines shown as “Developer” and “City M.P.” under “Water Line Oversizing” on Exhibit H-2 (or the difference between the sizing of a segment of the Major Water Lines shown as “Developer” on Exhibit H-2 and the size mutually agreed to by the City and the Developer at the time of construction thereof) shall be considered oversizing, and the City will reimburse the Developer for the costs of the Major Water Lines through the Impact Fee 380 Agreement. 2)Any portion of the costs of any Major Water Line may be included as a PID Project to the extent it confers a special benefit on the PID Property. 3)Developer shall, subject to the City’s obligations in Section 5.19 hereof, obtain any easements necessary for the Major Water Lines, and such easements shall be of sufficient size for the construction of a total 36” water line or a parallel water line sized to provide capacity similar to a single 36” inch water line (the “Major Water Line Easements”). The cost of such Major Water Line Easements shall be reimbursed to the Developer through the Impact Fee 380 Agreement. 5.3 Water and Wastewater Services. a)The City represents and confirms that it currently has and reasonably expects to continue to have the capacity to provide to the Property continuous and adequate retail water and wastewater service at times and in capacities sufficient to meet the service demands of the Project as it is developed. b)Upon acceptance by the City of the water and wastewater facilities described herein, the City shall operate or cause to be operated said water and wastewater facilities serving the Project and use them to provide service to all customers within the Project at the same rates as similar projects located within the City. Upon acceptance by the City, the City shall at all times maintain said water and wastewater facilities, or cause the same to be maintained, in good condition and working order in compliance with all applicable laws and ordinances and all applicable regulations, rules, policies, standards, and orders of any governmental entity with jurisdiction over same. 5.4 Roadway Facilities and Drainage Improvements. a)Developer’s General Obligations. Developer is responsible for the design, installation, and construction of all on-site roadway facilities required to serve the Property, and, subject to the provisions of Section 5.4(d) hereof, certain major road improvements, each as generally depicted on Exhibit I. The design of all roadway improvements shall be approved by the City in advance of the construction of same. b)Timing of General Obligations. Prior to the recordation of any final plat for any Phase of the Project, Developer shall complete, in a good and workmanlike manner, EXHIBIT B: DA Page 15 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 15 construction of all on-site roadway facilities and related improvements necessary to serve such Phase in accordance with construction plans approved by the City; provided that the Developer may submit the final plat for any Phase prior to the installation of such improvements if it executes an improvement agreement and provides adequate security therefor in accordance with the City’s Subdivision Regulations. Thereafter, the roads shall be conveyed to the City for ownership and maintenance. c)Drainage/Detention Infrastructure. Developer shall have full responsibility for designing, installing, and constructing the drainage/detention infrastructure that will serve the Property and the cost thereof and said infrastructure shall be designed and constructed in accordance with applicable City Regulations. Prior to the recordation of the final plat for any Phase of development, Developer shall complete in a good and workmanlike manner construction of the drainage/detention improvements necessary to serve such Phase; provided that the Developer may submit the final plat for any Phase prior to the installation of such improvements if it executes an improvement agreement and provides adequate security therefor in accordance with the City’s Subdivision Regulations. Upon inspection, approval, and acceptance, City shall maintain and operate the drainage and roadway improvements for the Property. The HOA will maintain and operate all detention facilities except to the extent expressly set forth to the contrary in this Agreement. d)Mantua Parkway Road Improvements. Developer shall construct the three lane portion of the roadway identified as Mantua Parkway immediately adjacent to the Property, including any applicable bridges necessary for such three lane portion (such roadway and bridges, the “Mantua Parkway Road Improvements”), in accordance with the requirements for the Development set forth in a traffic impact analysis (“TIA”). e)Liberty 75 Property Road Access Improvements. Developer shall construct necessary on-site road improvements for the Liberty 75 Property consistent with its development plan. The Developer of the portion of the Liberty 75 Property set forth on Exhibit A-2-III (the 40 Acre Portion” ) shall complete the southern most eastbound lanes of Rosamond Parkway from US 75 to Buddy Hayes Blvd. necessary to provide access to the Liberty 75 Property (the Rosamond Parkway Improvements”) and, notwithstanding anything contained elsewhere in this Agreement, the City shall provide roadway Impact Fee credits to the Developer of the 40 Acre Portion for the actual costs of design and construction of the Rosamond Parkway Improvements. 5.5 Infrastructure Oversizing. Developer shall not be required to construct or fund any Public Infrastructure so that it is oversized to provide a benefit to land outside the Property Oversized Public Infrastructure”) unless, by the commencement of construction, the City has made arrangements to finance the City’s portion of the costs of construction attributable to the oversizing required by the City from sources other than PID Bond Proceeds, funds from the TIRZ, or Assessments. In the event Developer constructs or causes the construction of any Oversized Public Infrastructure on behalf of the City, the City shall be solely responsible for all costs attributable to the oversizing of the Oversized Public Infrastructure and the PID shall not be utilized for financing the costs of Oversized Public Infrastructure that is attributable to the oversizing of the Oversized Public Infrastructure. EXHIBIT B: DA Page 16 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 16 5.6 Mandatory Homeowners Association. As it relates to the PID Property, Developer will create, in a manner acceptable to the City, an HOA, which HOA, whether one or more, shall be required to levy and collect from home owners within the PID Property annual fees in an amount calculated to maintain the open spaces, common areas, hike and bike trails located in common areas, portions of which trails will be open to the public, right-of-way irrigation systems, raised medians and other right-of-way landscaping, and screening walls within the PID Property. Common areas including but not limited to screening, landscaping, gardens, entrances to the PID Property and right-of-way landscaping shall be maintained solely by the HOA. Maintenance of public rights-of-way landscaping and screening by the HOA shall comply with City Regulations and the HOA shall be subject to enforcement by the City. 5.7 Illustrative Layout; Concept Plan. a)The Illustrative Layout illustrates the approved development layout for the Property but has not been engineered and does not represent the final design that will be approved through the final platting process. Prior to approval of the Zoning, the Developer may revise the Illustrative Layout through an administrative approval, provided the number of residential lots shown on the Illustrative Layout does not increase by greater than five percent (5%), the numbers of residential lots in each category shown on the Illustrative Layout does not increase by greater than five percent (5%), and the amount of open space shown on the Illustrative Layout does not decrease by greater than five percent (5%). Nothing in this paragraph shall preclude Developer from applying directly to the City Council for approval of any Illustrative Layout revisions, including revisions greater than the percentages listed herein. If the Developer submits a revised Illustrative Layout as provided by this section and the City Manager or his/her designee determines that the Illustrative Layout should be administratively approved, the City Manager or his or her designee shall cause the revised Illustrative Layout to be attached to the official version of this Agreement on file with the City’s Secretary’s office, and Developer shall record a memorandum of the revised Illustrative Layout in the Real Property Records. b)A Concept Plan will be required as part of the zoning process identified in Section 9.1 and the Concept Plan, once approved by the City, shall be deemed to fully supersede and replace the Illustrative Layout for all purposes. Revisions to the Concept Plan that is part of approval of zoning may be subsequently revised with approval by the City Council through the normal zoning process. c)If the Developer submits a Concept Plan as provided by this section and the City Manager or his/her designee determines that the Concept Plan should be administratively approved, the City Manager or his or her designee shall cause the revised Concept Plan to be attached to the official version of this Agreement on file with the City’s Secretary’s office, and Developer shall record a memorandum of the revised Concept Plan in the Real Property Records. 5.8 Community Amenities. Developer will (or will cause) the design, construction, maintenance, and operation of certain amenities in the Project as further set forth in the Development Standards attached hereto as Exhibit D (the “Community Amenities”). The Community Amenities shall be owned and maintained by the HOA. The first amenity center set forth in the Community Amenities (the “First Amenity Center”) in Exhibit D shall be constructed before the 350th building permit for the Project is issued, and the City may thereafter withhold EXHIBIT B: DA Page 17 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 17 additional building permit until the First Amenity Center is constructed. The second amenity center set forth in the Community Amenities (the “Second Amenity Center”) in Exhibit D shall be constructed before the 1,000th building permit for the Project is issued, and the City may thereafter withhold additional building permit until the Second Amenity Center is constructed. 5.9 Parkland Dedication Credit. Developer shall construct trails and dedicate such trails and open space as generally depicted on Exhibit J (the “Trails and Open Space Acreage”). Provided the Developer causes such Trails and Open Space Acreage to be dedicated for such purposes, Developer shall be deemed to have satisfied all applicable parkland dedication or improvement requirements or fees required in lieu thereof, of any kind whatsoever and no Park Fees shall be imposed on the PID Property. The City may collect Park Fees on land designated for multi-family uses in accordance with City Regulations. 5.10 Impact Fees. With the exception of the roadway Impact Fee credits granted under Section 5.4(e), Impact Fees shall be assessed and collected on the Property at the rates in effect at the time of submission of an application for a building permit. The City shall collect Impact Fees from all third-party permit applicants within the Property. Upon the payment of Impact Fees, such payments shall be sequestered into a separate account created with the City (the “Liberty Hills Impact Fee Account”) to facilitate the payment of the Infrastructure Grant described in Section 7.3(a) hereof. 5.11 Withholding of Building Permits, Etc. The City shall not be required to issue any building permits or certificates of occupancy or provide utilities for any structure on the Property until after final acceptance of any Public Infrastructure necessary to serve such Property; provided that the City shall allow for the issuance of building permits for up to 10% of the single-family building permits in any Phase of the Development once Developer has achieved fire safety (i.e., paving complete and water system/hydrants installed, tested and pressurized). To assist in the determination as to whether building permits for any Phase of development should be issued, Developer shall include all Public Infrastructure necessary to serve such Phase in the construction plans required to be submitted under applicable City Regulations. Notwithstanding the foregoing, the City shall not unreasonably withhold plat approval for any Phase of development and shall issue building permits and certificates of occupancy and provide utilities for any structure on the Property if the applicable Public Infrastructure other than the City Stub Line and the Off-Site Sewer Trunk Lines is complete and pump and haul service is being provided pursuant to Section 5.3 of this Agreement. 5.12 Governing Regulations. Development of the Property shall be governed by the following regulations (collectively, the “Governing Regulations,” all of which are incorporated into this Agreement as if set forth in full): a)City Code, Article 9.02, the subdivision regulations of the City, in effect on the Effective Date (the “Subdivision Regulations”); b)except as amended by the Development Standards (defined below), the comprehensive zoning ordinance of the City, in effect on the Effective Date (the “Zoning Ordinance”); EXHIBIT B: DA Page 18 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 18 c)City Code, Article 9.05, in effect on the Effective Date (the “Sign Ordinance”); d)the Illustrative Layout set forth on Exhibit C and the development regulations for the Property set forth on Exhibit D (except as otherwise approved in accordance with Section 5.14 in the event of conflicts) (the “Development Standards”); e)upon annexation pursuant to Section 9.1, the uniform building codes, as amended from time to time, including any local amendments thereto adopted by the City (the Building Codes”). The term “Building Codes,” as applied to a particular building shall mean the Building Codes in effect on the date the first application is filed for a building permit for the building in question. For the avoidance of doubt, the Building Codes shall only apply to the Property from and after annexation of the Property. As it relates solely to Property Public Infrastructure for any given Phase of the Project—notwithstanding any provision of this Agreement—the applicable construction standards (including, without limitation, the Building Codes) shall be those that the City has duly adopted at the time of the filing of an application for a preliminary plat for such Phase containing the Property Public Infrastructure in question; and f)except as set forth in this Agreement to the contrary, any other applicable provisions of Chapter 4 (Building Regulations), Chapter 6 (Fire Prevention and Protection), Chapter 9 (Planning and Development Regulations), Chapter 12 (Utilities) and Appendix A (Fee Schedule) of the City Code in effect on the Effective Date. The Governing Regulations are the controlling regulations for development of the Property, and no other City Regulations, rules, standards, policies, orders, guidelines, or other City-adopted or City-enforced requirements of any kind (including but not limited to any moratorium adopted by the City) apply to the use or development of the Property to the extent such regulations or requirements are in conflict with the Governing Regulations or this Agreement. The Governing Regulations are considered part of this Agreement and are incorporated herein by reference for all purposes. 5.13 Compliance with Materials and Methods Regulations. It is expressly understood that the City Regulations (as amended by the Governing Regulations and this Agreement) are enforceable as relates to the Property and its use and development, including but not limited to any such City Regulations that would otherwise be unenforceable under Chapter 3000 of the Texas Government Code (“Materials and Methods Regulations”) and the Material and Methods Regulations are incorporated herein as if set forth in full; provided, however, to the extent of any conflict between the requirements of the Materials and Methods Regulations and the requirements of this Agreement, this Agreement shall control. The Zoning Ordinance shall also be considered to be Materials and Methods Regulations to the extent that its requirements and restrictions would otherwise be unenforceable under Chapter 3000 of the Texas Government Code. 5.14 Conflicts. When not in conflict with the terms and conditions of this Agreement, the development of the Property shall be subject to all applicable City Regulations, including but not limited to the City’s subdivision regulations and engineering design standards. In the event of any conflict between the Development Standards and the Zoning Ordinance, Sign Ordinance, or Building Codes, the Development Standards shall control until the PD Zoning (as defined herein) EXHIBIT B: DA Page 19 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 19 has been approved by the City. After the PD Zoning has been approved for the Property, in the event of a conflict between the PD Zoning and the Development Standards, the Zoning Ordinance, Sign Ordinance, or Building Codes, the PD Zoning shall control, and no amendment to the PD Zoning shall require an amendment to this Agreement. In the event of a conflict between the Governing Regulations and the City Regulations, the Governing Regulations shall control. In the event of any conflict between this Agreement and any other ordinance, rule, regulation, standard, policy, order, guideline or other City-adopted or City-enforced requirement, whether existing on the Effective Date or hereinafter adopted, unless otherwise agreed by the Parties, this Agreement shall control. In the event of any conflict between the Illustrative Layout and the remainder of the Development Standards in Exhibit D, the remainder of the Development Standards in Exhibit D shall control. In the event of any conflict between any future Concept Plan and the Development Standards in Exhibit D, the Development Standards in Exhibit D shall control (except for modifications to the Illustrative Layout that are allowed pursuant to the terms of the Development Standards and/or Zoning Ordinance). 5.15 Phasing. The Property may be developed in Phases and Developer must submit the appropriate plat(s) for each Phase, and, if permitted under applicable law, may submit a replat or amending plat for all or any portions of the Property. Any plat, replat or amending plat shall be in conformance with applicable City Regulations and be subject to City approval. 5.16 Vested Rights. This Agreement shall constitute a “permit” (as defined in Chapter 245) that is deemed filed with the City on the Effective Date. 5.17 Approval of Plats/Plans. Approval by the City, the City’s engineer, or other City employee or representative, of any plans, designs, or specifications submitted by Developer pursuant to this Agreement or pursuant to applicable City Regulations shall not constitute or be deemed to be a release of the responsibility and liability of Developer, its engineers, employees, officers, or agents for the accuracy and competency of their design and specifications. Further, any such approvals shall not be deemed to be an assumption of such responsibility and liability by the City for any defect in the design and specifications prepared by Developer or Developer’s engineers, or their respective officers, agents, servants or employees, it being the intent of the Parties that approval by the City’s Engineer or his/her designee signifies approval on only the general design concept of the improvements to be constructed. 5.18 Agricultural Exemption. The City acknowledges that some or all of the PID Property may now have or may in the future have an agricultural, timber, or wildlife management use tax classification, and the City may not request removal of any such tax classification until PID Bonds secured by Assessments levied on the PID Property are issued to pay for the costs of the PID Projects and related costs, notwithstanding any waiver of such exemption for other political subdivisions or public entities. 5.19 Eminent Domain. The Developer and Owners agree to use commercially reasonable efforts to obtain all third-party rights-of-way, consents, or easements, if any, required for the Public Infrastructure. If, however, the applicable Owner is unable to obtain such third-party rights-of-way, consents, or easements within ninety (90) days of sending an initial offer to the owner of such property to purchase the needed easements and right-of-way, the City agrees to take reasonable steps to secure same (subject to City Council authorization after a finding of public EXHIBIT B: DA Page 20 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 20 necessity) through the use of the City’s power of eminent domain. The City shall request and order any appraisal required in connection with the applicable Owner’s (if requested by the applicable Owner) or the City’s acquisition of such third-party rights-of-way, consents, or easements as described in the preceding two sentences, and the applicable Owner shall pay the costs of such appraisal. The requesting Owner shall be responsible for funding all reasonable and necessary legal proceeding/litigation costs, attorney’s fees and related expenses, and appraiser and expert witness fees (collectively, “Eminent Domain Fees”) actually incurred by the City in the exercise of its eminent domain powers that for any reason are not funded by the PID Bond Proceeds and shall escrow with a mutually agreed upon escrow agent the City’s reasonably estimated Eminent Domain Fees both in advance of the initiation of each eminent domain proceeding and as funds are needed by the City. Provided that the escrow fund remains appropriately funded in accordance with this Agreement, the City will use all reasonable efforts to expedite such condemnation procedures so that the Public Infrastructure can be constructed as soon as reasonably practicable. If the City’s Eminent Domain Fees exceed the amount of funds escrowed in accordance with this paragraph, the requesting Owner shall deposit additional funds as requested by the City into the escrow account within ten (10) days after written notice from the City. Any unused escrow funds will be refunded to the requesting Owner within thirty (30) days after any condemnation award or settlement becomes final and non-appealable. Nothing in this section is intended to constitute a delegation of the police powers or governmental authority of the City, and the City reserves the right, at all times, to control its proceedings in eminent domain. To the extent Eminent Domain Fees are paid by the Developer, the Developer may seek reimbursement of any or all eligible Eminent Domain Fees from PID Bonds, or if PID Bonds are not issued, Assessments. 5.20 City PID Fee. The City PID Fee shall be in an amount calculated in accordance with the City PID Policy and be based upon the number of single-family residential lots included within the applicable Phase of the Project that are being assessed. As relates to the City PID Fee or any portion thereof required to be paid to the City, Developer shall deposit such amount in an identifiable escrow account that contains the full amount (or, if applicable, a reduced portion thereof) of the City PID Fee (the “City PID Fee Account”) for a particular Phase of Development and shall provide proof of such deposit to the City at least seven (7) business days before the posting of a preliminary offering document for any series of PID Bonds for such Phase of Development. The Developer shall not withdraw from or otherwise reduce or in any manner encumber the amount deposited into the City PID Fee Account for at least 60 days once deposited except that not later than seven (7) business days after the closing and delivery of PID Bonds for such Phase of Development, Developer shall release the full amount in the City PID Fee Account to the City. Fifty percent (50%) of the City PID Fees collected by the City (the “PID Fee Contribution”) shall be placed in a separate and identifiable interest-bearing account held by the City and not commingled with any other funds. The PID Fee Contribution shall be used to reimburse the Developer in an amount up to the actual cost to design and construct Standridge Boulevard and the Mantua Parkway Road Improvements (as defined herein) to the extent such actual costs have not been paid through the Impact Fee 380 Agreement; provided, however, that if Developer has not completed construction of all four lanes of Standridge Boulevard on or before December 31, 2029 (the “Standridge Deadline”), then Developer shall forfeit entitlement to the PID Fee EXHIBIT B: DA Page 21 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 21 Contribution and the City may retain and utilize same for any lawful purpose. Provided that Developer meets the Standridge Deadline: (1) the PID Fee Contribution amount on deposit with the City shall be paid to Developer within thirty (30) days of Developer’s written request for same; and (2) the Developer shall be credited fifty percent (50%) of City PID Fees that would otherwise be due in association with any series of PID Bonds issued after the Standridge Deadline has been met such that the Developer need only pay fifty percent (50%) of the City PID Fee. Notwithstanding the foregoing and only if Developer has not forfeited its entitlement to the PID Fee Contribution as described above, the PID Fee Contribution shall be used solely to reimburse developer for the costs identified in this paragraph and only to the extent such costs have not been paid to the Developer under the Impact Fee 380 Agreement. 5.21 Rental Property. Developer shall not knowingly sell a total of more than five percent (5%) of the total number of single-family lots projected to be within the Project to institutional investors” that intend to own and rent or lease single-family residences within the Project. An “institutional investor” shall mean an entity that intends or desires to purchase more than five (5) single-family lots within the Project and constructs or causes to be constructed homes thereon for rental or leasing purposes. SECTION 6 PID BONDS 6.1 PID Bond Issuance. Subject to the satisfaction of conditions set forth in this Section, the City may issue PID Bonds solely for the purposes of acquiring or constructing PID Projects. Developer may request issuance of PID Bonds by filing with the City a list of the PID Projects to be funded with the PID Bonds and the estimated costs of such PID Projects. Developer acknowledges that the City may require at that time a professional services agreement that obligates Developer to fund the costs of the City’s professionals relating to the preparation for and issuance of PID Bonds, which amount shall be agreed to by the Parties and considered a cost payable from such PID Bonds. The issuance of PID Bonds is subject to the following conditions: 1)The City has determined that (a) there will be no negative impact on the City’s creditworthiness, bond rating, access to or cost of capital, or potential for liability and b) the PID Bonds assessment level, structure, terms, conditions and timing of the issuance of the PID Bonds are reasonable for the PID Projects Costs to be financed and that there is sufficient security for the PID Bonds to be creditworthy. 2)All costs incurred by the City that are associated with the administration of the PID shall be paid out of special assessment revenue levied against property within the PID. City administration costs shall include without limitation those associated with continuing disclosure, compliance with federal tax law, agent fees, staff time, regulatory reporting and legal and financial reporting requirements. 3)The adoption of a Service and Assessment Plan and an Assessment Ordinance levying assessments on all or any portion of the PID Property benefitted by such PID Projects in amounts sufficient to pay all costs related to such PID Bonds. EXHIBIT B: DA Page 22 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 22 4)Unless otherwise agreed to by the City, the aggregate principal amount of PID Bonds issued and to be issued shall not exceed $200,000,000. 5)If requested by the City, delivery of an Independent Appraisal to the City confirming that the special benefits conferred on the properties being assessed for the PID Projects increase the value of the property by an amount at least equal to the amount assessed against such property. 6)Approval by the Texas Attorney General of the PID Bonds and registration of the PID Bonds by the Comptroller of Public Accounts of the State of Texas. 7)Developer is current on all taxes, assessments, fees and obligations to the City including without limitation payment of Assessments. 8)Developer is not in material default under this Agreement or any other agreement with the City. 9)No outstanding PID Bonds are in default and no reserve funds established for outstanding PID Bonds have been drawn upon that have not been replenished. 10)The Administrator has certified that the specified portions of the costs of the PID Projects to be paid from the proceeds of the PID Bonds are eligible to be paid with the proceeds of such PID Bonds; therewith, such approval not to be unreasonably withheld, conditioned or delayed upon presentation of a certificate in compliance with the applicable Indenture. 11)The PID Projects to be financed by the PID Bonds have been or will be constructed according to the approved Development Standards imposed by this Agreement including without limitation any applicable Governing Regulations and/or City Regulations. 12)The maximum maturity for each issuance of PID Bonds shall not exceed 30 years from the date of delivery thereof. 13)The final maturity for any PID Bonds shall be not later than 50 years from the Effective Date. 14)The City has determined that the PID Bonds meet all regulatory and legal requirements applicable to the issuance of the PID Bonds. 15)If the applicable portion of PID Projects has not already been constructed and to the extent PID Bond Proceeds are insufficient to fund such PID Projects Cost, plus private costs to reach final lot completion, the City may require the Developer to, at time of closing the PID Bonds, provide evidence of (i) available funds to the Developer or any corporate parent of the Developer and made available to the Developer, (ii) evidence of financial security from a Lender (as defined herein) of loan funds available under a loan, letter of credit or other credit facility extended to the Developer or any corporate parent of the Developer and made available to the Developer by a financial institution or other lender a “Lender”) for the purpose of development of the Authorized Improvements, equal to or EXHIBIT B: DA Page 23 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 23 greater than the difference between the PID Projects Costs plus private costs to reach final lot completion, and the PID Bond Proceeds available to fund such PID Projects Costs (and private costs to reach final lot completion) or (iii) a completion agreement from any party serving as a Developer that is a publicly traded or publicly listed company or homebuilder; or any combination of (i), (ii) or (iii) in the discretion of the City. If so required by the City, and the Developer provides evidence of available funds or fiscal security as described in the preceding sentence in connection with a series of PID Bonds, the Developer shall not be required to provide any up front cash deposit to fund the applicable PID Projects not otherwise funded through the applicable series of PID Bonds. 16)No information regarding the City, including without limitation financial information, shall be included in any offering document relating to PID Bonds without the consent of the City. 17)Developer agrees to provide periodic information and notices of material events regarding Developer and Developer’s development of the Project and any continuing disclosure agreements executed by Developer in connection with the issuance of PID Bonds. 18)Developer is not in default under a Developer Continuing Disclosure Agreement. 19)The issuance of any Refunding Bonds, the amount of assessment necessary to pay the Refunding Bonds shall not exceed the remaining principal amount of the assessments that were levied to pay the PID Bonds that are being refunded. 20)The gross tax equivalent rate for the annual installments of the Assessments shall not exceed $1.35 per $100.00 of taxable assessed valuation prior to application of the TIRZ Revenue (which maximum total tax equivalent rate shall be measured based on the estimated build out value of the applicable PID Property), without prior written consent of the City, in its sole discretion, which written consent may be evidenced by the City’s adoption of an Assessment Ordinance without the necessity of amending this Agreement. 21)Unless otherwise agreed to by the City, the value to lien ratio for Assessments securing PID Bonds shall not be less than 2:1; provided that the City may allow for a lesser ratio through the adoption of a resolution, Bond Ordinance, Assessment Ordinance or other applicable council action that authorizes a lesser value to lien ratio without the necessity of amending this Agreement. 22)Developer has provided proof reasonably satisfactory to the City that the City PID Fee (or portion thereof, as applicable) has been deposited into the City PID Fee Account in accordance with Section 5.20. 23)Developer and the City shall have entered into a Reimbursement Agreement with respect to the Phase primarily benefitted by such PID Bonds. 6.2 Disclosure Information. Prior to the issuance of PID Bonds by the City, Developer agrees to provide all relevant information, including financial information, that is reasonably necessary in order to provide potential bond investors with a true and accurate offering document EXHIBIT B: DA Page 24 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 24 for any PID Bonds. Developer agrees, represents, and warrants that any information provided by Developer for inclusion in a disclosure document for an issue of PID Bonds will not, to Developer’s actual knowledge, contain any untrue statement of a material fact or omit any statement of material fact required to be stated therein or necessary to make the statements made therein, in light of the circumstances under which they were made, not misleading, and Developer further agrees that it will provide a certification to such effect as of the date of the closing of any PID Bonds. 6.3 Tax Certificate. If, in connection with the issuance of the PID Bonds, the City is required to deliver a certificate as to tax exemption (a “Tax Certificate”) to satisfy requirements of the United States Internal Revenue Code, Developer agrees to provide, or cause to be provided, such facts and estimates as the City reasonably considers necessary to enable it to execute and deliver its Tax Certificate. Developer represents that such facts and estimates will be based on its reasonable expectations on the date of issuance of the PID Bonds and will be, to the best of the knowledge of the officers of Developer providing such facts and estimates, true, correct and complete as of such date. To the extent that it exercises control or direction over the use or investment of the PID Bond Proceeds, including, but not limited to, the use of the PID Projects, Developer further agrees that it will not knowingly make, or permit to be made, any use or investment of such funds that would cause any of the covenants or agreements of the City contained in a Tax Certificate to be violated or that would otherwise have an adverse effect on the tax-exempt status of the interest payable on the PID Bonds for federal income tax purposes. SECTION 7 TAX INCREMENT REINVESTMENT ZONE; CHAPTER 380 GRANTS 7.1 Tax Increment Reinvestment Zone. Prior to the issuance of the first series of PID Bonds, the City will consider creation of a TIRZ coterminous with all of the Property except the Liberty 75 Property. The TIRZ may be divided into zones or subzones for each Phase of development and may be divided into subzones for single-family residential development, which single-family development may include townhome or other attached residential product (a Single-Family Subzone”) and subzones for property containing mixed use development, which mixed use development may include commercial, retail, office, multi-family development and the like (a “Mixed Use Subzone”). The Mixed Use Subzones shall include all non-single family parcels shown on the Illustrative Layout attached hereto as Exhibit E except for the three parcels shown on the east side of US 75 labeled as “8.47 AC,” “20.0 AC” and “40.0 AC (Rosamond Crossing),” which parcels comprise the Liberty 75 Property and are not included in the TIRZ. The base year of any subzone of the TIRZ shall be the year in which the TIRZ is created. The City agrees to use not less than fifty percent (50%) of the ad valorem tax increment generated in the TIRZ (the “Tax Increment”), for a period of up to forty (40) years (the “City Participation”) for the purposes described in this paragraph. The Tax Increment generated in any Single-Family Subzone shall be used for each Phase (i) first, to pay the Administrative Expenses for the TIRZ and (ii) second to, on a parcel-by-parcel basis, offset or pay a portion of any Assessment levied on assessed parcels for the costs of Authorized Improvements. The Tax Increment generated in any Mixed Use Subzone shall be placed into a separate account as set forth in the Project and Finance Plan and be used (x) first, to pay the Administrative Expenses for the TIRZ, and (y) second to fund Mixed Use Subzone Grants (as defined herein). EXHIBIT B: DA Page 25 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 25 The Developer agrees to use reasonable efforts to obtain Collin County’s participation in the TIRZ, and the City agrees to provide any necessary support for such efforts. 7.2 TIRZ Funds. In accordance with the Project and Finance Plan, the Tax Increment obtained from the TIRZ subzones shall be placed into a accounts as appropriate and shall be used as described above. 7.3 Chapter 380 Grants. a)Eligible Infrastructure Grant. In consideration of the Developer’s agreement to construct the Authorized Improvements as outlined herein, the City shall enter into a Chapter 380 Agreement (the “Impact Fee 380 Agreement”) with the Developer to provide a grant the “Eligible Infrastructure Grant”) to reimburse the Developer for the costs of the Mantua Parkway Road Improvements, Standridge Boulevard, the Major Water Lines, the Major Water Line Easement, and the Trunk Line Easements (collectively, the “Eligible Infrastructure”) in an amount up to the same amount of the total Impact Fees collected from all portions of the Property except the Liberty 75 Property (the “Liberty Hills Impact Fees”), to the extent the costs of such Eligible Infrastructure are not reimbursed or otherwise funded by the PID Fee Contribution as stated in Section 5.20 hereof. The Eligible Infrastructure Grant shall be payable to the Developer on a quarterly basis after the City’s approval of the submission of evidence of costs of the Eligible Infrastructure as more particularly described in the Impact Fee 380 Agreement solely from Liberty Hills Impact Fees deposited in the Liberty Hills Impact Fee Account. b)Mixed Use Subzone TIRZ Grants. The City will enter into one or more Chapter 380 Agreements to fund Chapter 380 Grants and economic incentives to the Developer or one or more owners or tenants located in the Mixed Use Subzone (each, a “Mixed Use Subzone Grant”) upon terms mutually agreeable to the City, the Developer or such future owner or tenant, which terms shall be set forth in the applicable Chapter 380 Agreement. c)Liberty 75 Property Chapter 380 Grants. The TIRZ shall not include the Liberty 75 Property. The City will enter into a Chapter 380 Agreement to fund Chapter 380 Grants and economic incentives to the Developer and one or more anchor or sub-anchor tenants or owners to be located on the Liberty 75 Property. Under said Chapter 380 Agreement, the City shall dedicate not less than 50% of City sales tax revenue generated solely on the Liberty 75 Property the “City’s Sales Tax Grant”) to such Chapter 380 Grants; provided, however, that the City may instead—at its sole discretion— dedicate all or a portion of the same dollar amount of the City’s Sales Tax Grant from sources other than sales tax). Further, the City shall dedicate not less than 50% of City property tax revenue generated solely on the Liberty 75 Property (the “City’s Property Tax Grant”) to such Chapter 380 Grants; provided, however, that the City may instead—at its sole discretion—dedicate all or a portion of the same amount of the City’s Property Tax Grant from sources other than property tax). For the avoidance of doubt, the City’s Sales Tax Grant shall not include any sales tax revenue or any other revenue of the Anna Community Development Corporation or the Anna Economic Development Corporation. Notwithstanding the foregoing: (1) the City’s dedication of the City’s Sales Tax Grant and the City’s dedication of the City’s Property Tax Grant shall both be reduced from 50% to 25% to the extent that any such grant or any part thereof is offered to a potential anchor or sub-anchor tenant or owner that the City has not approved of in advance in writing; and (2) the requirement that City dedicate the City’s Sales Tax Grant and EXHIBIT B: DA Page 26 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 26 the City’s Property Tax Grant under this paragraph shall terminate on the earlier of the expiration of ten (10) years after the effective date of the Chapter 380 Agreement or the date upon which the City has paid the Developer the amounts mutually agreed to by the City and the Developer at the time of execution of the Chapter 380 Agreement. SECTION 8 PAYMENT AND REIMBURSEMENT OF PID PROJECTS 8.1 Payment of Costs of PID Projects. The Parties understand that PID Bond Proceeds and/or the proceeds from Assessments will be used to reimburse the Developer for certain PID Projects Costs related to the PID Projects and, in the event PID Bond Proceeds and/or proceeds from Assessments are not available at the time that all or a portion of the PID Projects are substantially complete and the City is ready to accept said PID Projects or portion thereof, PID Bond Proceeds and/or proceeds from Assessments, once available, will be used to reimburse Developer for said PID Projects Cost following acceptance by the City. Such reimbursement will be governed by the terms of the Reimbursement Agreement to be entered into between the Developer and the City for the applicable Phase. 8.2 Improvement Account of the Project Fund and Developer Improvement Account. The Improvement Accounts of the Project Fund and the Developer Improvement Account shall be administered and controlled by the City, together with the trustee appointed by the City pursuant to the applicable Indenture, and funds in the Improvement Account of the Project Fund and the Developer Improvement Account shall be deposited and disbursed in accordance with the terms of the respective Indenture. 8.3 Cost Overrun. If the total PID Projects Cost for any Phase of development exceeds the total amount of monies on deposit in the Improvement Account of the Project Fund and the Developer Improvement Account (a “Cost Overrun”), Developer shall be solely responsible for the Cost Overrun, except as provided in Section 8.4 below. 8.4 Cost Underrun. If, upon the completion of construction of an PID Project (or segment or section thereof) and payment or reimbursement for such PID Project (or segments or section thereof), there are Cost Underruns, any remaining Budgeted Cost(s) may be available to pay Cost Overruns on any other PID Project. The elimination of a category of PID Projects as set forth in the Service and Assessment Plan will require an amendment to the SAP Prior to the completion of all of the PID Projects within an improvement category, as listed in the applicable SAP and the PID, funds available from an improvement category (e.g., water, sanitary sewer, roadway, soft costs, etc.) may be used as Cost Underruns and applied to another improvement category in consultation with the Administrator and approval of the City Manager. If, upon completion of the PID Projects in any improvement category, there are funds remaining in any improvement categories, those funds can then be used to reimburse the Developer for any qualifying costs of the PID Projects that have not been previously paid. EXHIBIT B: DA Page 27 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 27 SECTION 9 ANNEXATION AND POST-ANNEXATION MATTERS 9.1 Annexation. a) Annexation Generally. As soon as is practicable, after execution of this Agreement, the applicable Owners shall submit a voluntary annexation petition for the ETJ Property. This Agreement constitutes the service plan agreement for providing City services to any such annexed portion of the Property (the “Annexed Property”) as described in Section 9.1(e). If the City is unable to complete the annexation of any Annexed Property for any reason, including but not limited to procedural error or legal challenge, Developer shall execute another voluntary annexation petition for the Annexed Property within ten (10) days of being requested to do so. Should the City fail to complete the annexation of the ETJ Property in accordance with this Agreement, Developer shall have the right to terminate this Agreement with respect to any ETJ Property with notice to the City and, upon such termination, the ETJ Property shall be immune to involuntary annexation by the City for a period of thirty (30) years thereafter regardless of any change of law. Notwithstanding anything contained herein, to the extent this Agreement is terminated by Developer with respect to the ETJ Property, this Agreement shall remain in effect with respect to the remaining Property. b)Zoning. The City shall, subject to Section 9.1(a) in accordance with applicable statutory requirements, take all steps necessary to complete the annexation of the ETJ Property immediately prior to the ordinance adopting the PD Zoning (as defined herein). After or in conjunction with the annexation of the ETJ Property, the City shall consider planned development zoning for the Property consistent with the Development Standards, the Illustrative Layout or Concept Plan, and this Agreement (the “PD Zoning”). To facilitate such PD Zoning, the Developer agrees to submit a zoning application within thirty days after the Effective Date. The Parties agree that the Illustrative Layout attached hereto as Exhibit C, the Development Standards attached hereto as Exhibit D, together with the Governing Regulations, City Regulations, and the applicable provisions of this Agreement memorialize the plan for development of the Property as of the Effective Date. Through this Agreement, Developer expressly consents and agrees to the PD Zoning of the Property, to the extent the Property is in the City’s corporate limits. Any such zoning of the Property shall otherwise be in accordance with all procedures set forth in the applicable City Regulations. Should the City Council fail— within 90 days after submittal of a complete and sufficient zoning application—to approve the PD Zoning on the Property in accordance with this Agreement through no fault of the Developer, or approve zoning on the Property that is in any way more restrictive than the PD Zoning without the Owner’s consent through no fault of the Developer, then the Owners shall have the right to terminate this Agreement with notice to the City provided that such notice is provided in accordance with this Agreement within 60 days of such action or inaction by the City Council. Within thirty (30) days following delivery of such termination notice, the City shall disannex the applicable portion of the Property from the City. Notwithstanding the foregoing or any other provision of this Agreement, Developer’s failure to submit a zoning application and Concept Plan that complies with all provisions of the Zoning Ordinance applicable to the submittal of a zoning application and Concept Plan shall be deemed a failure to submit a complete and sufficient zoning application provided that the City provide notice within 45 days of such a submittal stating each deficiency that Developer shall be required to cure in order for such zoning application and EXHIBIT B: DA Page 28 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 28 Concept Plan be processed and considered for approval. No disannexation shall be required if Developer fails to cure the zoning application as set forth in this paragraph. c)Disannexation; Creation of Municipal Utility District. In the event PID Bonds for a particular Phase of the Project are not issued as a result of any act or omission of the City, including the City’s refusal to issue such PID Bonds, and by no fault of the Developer, and a period of ninety days to cure such non-occurrence has passed after the Developer provides written notice of such non-occurrence, then (a) the City shall—if the Developer petitions for disannexation—disannex the applicable portion of the PID Property from the City and any remaining portion of the PID Property for which PID Bonds have not been issued within thirty 30) days of the filing of the disannexation petition by Developer and such property shall thereafter be immune to involuntary annexation by the City for a period of thirty (30) years and b) the Developer shall provide notice to the City of its intent to form a municipal utility district or similar utility or improvement district created by special act of the Texas Legislature or the TCEQ or, if necessary, any other agency with jurisdiction (a “MUD”) on the portion of the Property disannexed pursuant to this paragraph and upon such notice, the City shall be deemed to have consented to the formation of the MUD with no further action of the City or City Council required; provided that the City shall take any necessary steps or provide any documents necessary to evidence the City’s consent to the TCEQ, the Texas Attorney General or other agency or body with regulatory powers over the MUD. If PID Bonds have issued for prior Phases of the PID Property or assessments been levied, those Phases shall remain within the limits of City. For the avoidance of doubt and notwithstanding the foregoing or any other provision of this Agreement, this paragraph shall not apply and disannexation shall not be required in the event that PID Bonds for a particular Phase of the Project are not issued by the City because the conditions and requirements set forth in Section 6.1 that are in the reasonable control of the Developer, which provisions shall solely include items (7), (8), (11), (15), (17), (18), (22), and 23) set forth under Section 6.1, and in and Section 6.2 have not been satisfied by the Developer. For the further avoidance of doubt this paragraph shall apply only to the single-family residential portions of the Property that are within the PID Property and this paragraph shall not apply to— and disannexation shall not be required as to— the Liberty 75 Property and any commercial or multifamily areas included within the TIRZ including without limitation the Mixed Use Subzone as those areas are defined in this Agreement. Other than as provided in Section 9.1(b), Developer waives the right to file a petition or otherwise seek removal of any portion of the Property from the City unless and only to the extent the City is required to disannex any part of the Property under this paragraph. d)Survival. In the event Developer terminates this Agreement in accordance with this Section 9, Developer’s rights and remedies under this Section 9, including disannexation and the ETJ Property’s immunity to future involuntary annexation, shall survive such termination. e)Agreement for Services. Pursuant to Section 43.0672, Texas Local Government Code, this Agreement shall constitute an agreement for the provision of services to the ETJ Property and, except as expressly provided otherwise herein, the City shall, immediately upon the effective date of any annexation, provide the Property with all those municipal services currently offered within the City, including those which may be offered in the future, without discrimination. The Owners are not required to enter into this Agreement. The annexation procedures described in plain language in this Agreement require the Owners’ consent. The EXHIBIT B: DA Page 29 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 29 Parties acknowledge and agree that this Agreement shall satisfy the written disclosure requirements under Section 212.172(b-1) of the Texas Local Government Code. SECTION 10 EVENTS OF DEFAULT; REMEDIES 10.1 Events of Default. No Party shall be in default under this Agreement until notice of the alleged failure of such Party to perform has been given in writing (which notice shall set forth in reasonable detail the nature of the alleged failure) and until such Party has been given a reasonable time to cure the alleged failure (such reasonable time to be determined based on the nature of the alleged failure, but in no event more than thirty (30) days (or any longer time period to the extent expressly stated in this Agreement as relates to a specific failure to perform) after written notice of the alleged failure has been given. Notwithstanding the foregoing, no Party shall be in default under this Agreement if, within the applicable cure period, the Party to whom the notice was given begins performance and thereafter diligently and continuously pursues performance until the alleged failure has been cured. Notwithstanding the foregoing, however, a Party shall be in default of its obligation to make any payment required under this Agreement if such payment is not made within twenty (20) business days after it is due. 10.2 Remedies. As compensation for the other party's default, an aggrieved Party is limited to seeking specific performance of the other party's obligations under this Agreement. 10.3 Performance Window; Election to Terminate. In the event that Developer does not request that the City issue the initial series of PID Bonds on or before December 31, 2026, none of the Parties hereto shall thereafter be required to perform under this Agreement and this Agreement will terminate. If this Agreement is terminated under this Section 10.3, if a PID has been created, the owner of the applicable PID Property must within 30 days of such termination file or caused to be filed with the City an irrevocable petition by the owners of the applicable PID Property to dissolve the PID and shall thereafter promptly undertake any and all reasonable and necessary actions to facilitate the dissolution of the PID. Notwithstanding any provision of this Agreement, the obligations of any owner of PID Property regarding the dissolution of the PID in accordance with this Section 10.3 shall survive the termination of this Agreement. SECTION 11 ASSIGNMENT; ENCUMBRANCE 11.1 Assignment. This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the Parties hereto. The obligations, requirements, or covenants to develop the Property subject to this Agreement shall be assignable, in whole or in part, by an Owner, with the prior written consent of the City. The City’s consent to such assignment shall not be unreasonably withheld. Notwithstanding the foregoing, any Owner has the right from time to time, without the consent of but with written notice to the City, to assign this Agreement in whole or in part to (i) any person or entity that is or will become an owner of any portion of the Property, to the extent of such assignee’s ownership of the Property, (ii) any entity formed in which an Owner or any principal of an Owner retains an ownership interest of at least fifty-one percent 51%), any subsidiary of an Owner, or any entity that is under common control with or controlled by an Owner, (iii) or any lien holder on the Property. An assignee shall be considered a “Party” EXHIBIT B: DA Page 30 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 30 for the purposes of this Agreement. Each assignment shall be in writing executed by the applicable Owner and the assignee and shall obligate the assignee to be bound by this Agreement to the extent this Agreement applies or relates to the obligations, rights, title, or interests being assigned. No assignment by an Owner shall release an Owner from any liability that resulted from an act or omission by such Owner that occurred prior to the effective date of the assignment unless the City approves the release in writing. Each Owner shall maintain written records of all assignments made by such Owner to assignees, including a copy of each executed assignment and, upon written request from any Party or assignee, shall provide a copy of such records to the requesting person or entity, and this obligation shall survive the assigning Party’s sale, assignment, transfer, or other conveyance of any interest in this Agreement or the Property. 11.2 Assignees as Parties. An Assignee authorized in accordance with this Agreement and for which notice of assignment has been provided in accordance herewith shall be considered a “Party” for the purposes of this Agreement. With the exception of: (a) the City, (b) an End User, c) a purchaser of a Fully Developed and Improved Lot, any person or entity upon becoming an owner of land within the PID or upon obtaining an ownership interest in any part of the Property shall be deemed to be a “Developer” and have all of the rights and obligations of Developer as set forth in this Agreement and all related documents to the extent of said ownership or ownership interest. 11.3 Third Party Beneficiaries. Except as otherwise provided herein, this Agreement inures to the benefit of, and may only be enforced by, the Parties. No other person or entity shall have any right, title, or interest under this Agreement or otherwise be deemed to be a third-party beneficiary of this Agreement. 11.4 Notice of Assignment. Subject to Section 11.1 of this Agreement, the following requirements shall apply in the event that an Owner sells, assigns, transfers, or otherwise conveys the Property or any part thereof and/or any of its rights or benefits under this Agreement: (i) the Owner must provide written notice to the City to the extent required under Section 11.1; (ii) said notice must describe the extent to which any rights or benefits under this Agreement will be sold, assigned, transferred, or otherwise conveyed; (iii) said notice must state the name, mailing address, telephone contact information, and, if known, email address, of the person(s) that will acquire any rights or benefits as a result of any such sale, assignment, transfer or other conveyance; and (iv) said notice must be signed by a duly authorized person representing the applicable Owner and a duly authorized representative of the person that will acquire any rights or benefits as a result of the sale, assignment, transfer or other conveyance. SECTION 12 GENERAL PROVISIONS 12.1 Recitals. The recitals contained in this Agreement: (a) are true and correct as of the Effective Date; (b) form the basis upon which the Parties negotiated and entered into this Agreement; (c) reflect the final intent of the Parties with regard to the subject matter of this Agreement; and (d) are fully incorporated into this Agreement for all purposes. In the event it becomes necessary to interpret any provision of this Agreement, the intent of the Parties, as evidenced by the recitals, shall be taken into consideration and, to the maximum extent possible, given full effect. The Parties have relied upon the recitals as part of the consideration for entering EXHIBIT B: DA Page 31 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 31 into this Agreement and, but for the intent of the Parties reflected by the recitals, would not have entered into this Agreement. 12.2 Acknowledgments. In negotiating and entering into this Agreement, the Parties respectively acknowledge and understand that: a)The Developer’s and Owners’ obligations hereunder are primarily for the benefit of the Property; b)the improvements to be constructed and the open space dedications and donations of real property that Developer and/or Owners are obligated to set aside and/or dedicate under this Agreement will benefit the Project by positively contributing to the enhanced nature thereof, increasing property values within the Project, and encouraging investment in and the ultimate development of the Project; c)the Developer’s and Owners’ consent and acceptance of this Agreement is not an exaction or a concession demanded by the City, but is an undertaking of Developer’s voluntary design to ensure consistency, quality, and adequate public improvements that will benefit the Property; d)the Public Infrastructure will benefit the City and promote state and local economic development, stimulate business and commercial activity in the City for the development and diversification of the economy of the state, promote the development and expansion of commerce in the state, and reduce unemployment or underemployment in the state; e)nothing contained in this Agreement shall be construed as creating or intended to create a contractual obligation that controls, waives, or supplants the City Council’s legislative discretion or functions with respect to any matters not specifically addressed in this Agreement; and f)this Agreement is a development agreement under Section 212.172, Texas Local Government Code. 12.3 Binding Obligations. This Agreement and all amendments thereto and assignments hereof shall be recorded in the Real Property Records. This Agreement binds and constitutes a covenant running with the Property and, upon the Effective Date, is binding upon the Owners and the City, and forms a part of any other requirements for development within the Property. This Agreement, when recorded, shall be binding upon the Parties and their successors and assigns as permitted by this Agreement and upon the Property; however, this Agreement shall not be binding upon, and shall not constitute any encumbrance to title as to, any End User of a Fully Developed and Improved Lot except for land use and development regulations that apply to such Fully Developed and Improved Lot. 12.4 Complete Agreement. This Agreement embodies the entire Agreement between the Parties and cannot be varied or terminated except as set forth in this Agreement, or by written agreement of the Parties expressly amending the terms of this Agreement. EXHIBIT B: DA Page 32 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 32 12.5 Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is hereby acknowledged. 12.6 Term. Unless otherwise extended by mutual agreement of the Parties, the term of this Agreement shall be until the later of (i) thirty (30) years from the Effective Date or (ii) the final maturity of PID Bonds sold in accordance with this Agreement (the “Original Term”). Upon expiration of the Original Term, the City shall have no obligations under this Agreement with the exception of maintaining and operating the PID in accordance with the SAP and the Indenture, and the Developer’s obligations shall terminate. 12.7 INDEMNIFICATION and HOLD HARMLESS. THE DEVELOPER AND OWNERS, INCLUDING THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, HEREBY COVENANT AND AGREE TO RELEASE, DEFEND, HOLD HARMLESS, AND INDEMNIFY THE CITY AND ITS OFFICIALS, OFFICERS, AGENTS, REPRESENTATIVES, SERVANTS AND EMPLOYEES (COLLECTIVELY, THE “RELEASED PARTIES”), FROM AND AGAINST ALL THIRD-PARTY CLAIMS, SUITS, JUDGMENTS, DAMAGES, AND DEMANDS AGAINST THE CITY OR ANY OF THE RELEASED PARTIES, WHETHER REAL OR ASSERTED INCLUDING WITHOUT LIMITATION REASONABLE ATTORNEY’S FEES AND RELATED EXPENSES, EXPERT WITNESS FEES, CONSULTANT FEES, AND OTHER COSTS, ARISING OUT OF THE NEGLIGENCE OR OTHER WRONGFUL CONDUCT OF DEVELOPER OR OWNERS, INCLUDING THE NEGLIGENCE OF THEIR RESPECTIVE EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, MATERIAL MEN, AND/OR AGENTS, IN CONNECTION WITH THE DESIGN OR CONSTRUCTION OF ANY PUBLIC INFRASTRUCTURE, STRUCTURES, OR OTHER FACILITIES OR IMPROVEMENTS THAT ARE REQUIRED OR PERMITTED UNDER THIS AGREEMENT (TOGETHER, “CLAIMS”); AND IT IS EXPRESSLY UNDERSTOOD THAT SUCH CLAIMS SHALL, EXCEPT AS MODIFIED BELOW, INCLUDE CLAIMS EVEN IF CAUSED BY THE CITY’S OWN CONCURRENT NEGLIGENCE SUBJECT TO THE TERMS OF THIS SECTION. DEVELOPER AND OWNERS SHALL NOT, HOWEVER, BE REQUIRED TO INDEMNIFY THE CITY AGAINST CLAIMS CAUSED BY THE CITY’S SOLE NEGLIGENCE, GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. IF THE CITY INCURS CLAIMS THAT ARE CAUSED BY THE CONCURRENT NEGLIGENCE OF DEVELOPER AND/OR OWNERS AND THE CITY, DEVELOPER’S AND/OR OWNERS’ INDEMNITY OBLIGATION(S) WILL BE LIMITED TO A FRACTION OF THE TOTAL CLAIMS EQUIVALENT TO DEVELOPER’S AND/OR OWNERS’ OWN PERCENTAGE OF RESPONSIBILITY. DEVELOPER AND OWNERS, INCLUDING THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, FURTHER COVENANTS AND AGREES TO RELEASE, DEFEND, HOLD HARMLESS, AND INDEMNIFY, THE CITY AGAINST ANY AND ALL CLAIMS BY ANY PERSON CLAIMING AN OWNERSHIP INTEREST IN THE PROPERTY PRIOR TO THE EFFECTIVE DATE WHO HAS NOT SIGNED THIS AGREEMENT IF SUCH CLAIMS RELATE IN ANY MANNER OR ARISE IN CONNECTION WITH: (1) THE CITY’S RELIANCE UPON DEVELOPER’S REPRESENTATIONS IN THIS AGREEMENT; (2) THIS AGREEMENT OR OWNERSHIP OF THE PROPERTY; OR (3) THE CITY’S APPROVAL OF ANY TYPE OF DEVELOPMENT APPLICATION OR SUBMISSION WITH RESPECT TO THE PROPERTY. EXHIBIT B: DA Page 33 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 33 12.8 Status of Parties. At no time shall the City have any control over or charge/supervision of Developer’s design, construction, installation or other work related to any of the Public Infrastructure, nor the means, methods, techniques, sequences, or procedures utilized for said design, construction, installation or other work. This Agreement does not create a joint enterprise or venture or employment relationship between the City and Developer. 12.9 Payee Information. With respect to any and every type of payment/remittance due to be paid at any time by the City to a Party hereto after the Effective Date under this Agreement, the name and delivery address of the payee for such payment shall be the notice address applicable to such party set forth in Section 12.10. Any Party to receive such payments/remittance may change the name of the payee and/or address by delivering written notice to the City designating a new payee and/or address or through an assignment of such Party’s rights hereunder. 12.10 Notices. Any notice, submittal, payment or instrument required or permitted by this Agreement to be given or delivered to any party shall be deemed to have been received (i) if delivered via a method other than e-mail, when delivered personally or upon the expiration of 72 hours following deposit of the same in any United States Post Office, registered or certified mail, postage prepaid or (ii) if delivered via e-mail, upon the earlier of receipt of a “delivery receipt” or on the next Business Day after being sent (as recorded on the device from which the sender sent the email) unless the sender receives an automated message that the email has not been delivered. Any such notice shall be addressed as follows: To the City: City of Anna, Texas Attn: City Manager 120 W. 7th Street Anna, Texas 75409 E-mail: gpeters@annatexas.gov With a copy to: Wolfe, Tidwell & McCoy, LLP Attn: Clark McCoy 2591 Dallas Parkway, Suite 300 Frisco, Texas 75034 E-mail: cmccoy@wtmlaw.net And to: McCall, Parkhurst & Horton L.L.P. Attn: Rodolfo Segura Jr 717 North Harwood, Suite 900 Dallas, TX 75201 E-mail: rsegura@mphlegal.com To Liberty 800: Liberty 800, LP Attn: Teague Griffin 1061 N. Coleman Street, Suite 90 Prosper, Texas 75078 E-mail: teague@bgrea.com EXHIBIT B: DA Page 34 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 34 With a copy to: Locke Lord Attn: Drew Slone 2200 Ross Ave., Suite 2800 Dallas, Texas 75201 E-mail: dslone@lockelord.com To Liberty 75: Liberty 75, LP Attn: Teague Griffin 1061 N. Coleman Street, Suite 90 Prosper, Texas 75078 E-mail: teague@bgrea.com With a copy to: Locke Lord Attn: Drew Slone 2200 Ross Ave., Suite 2800 Dallas, Texas 75201 E-mail: dslone@lockelord.com To Janis RE: Janis Real Estate LLC Attn: Jay Janis 11014 County Road 290 Anna, TX 75409 E-mail: jaypjanis@outlook.com To Jay P. and Irene C. Janis: Jay P. and Irene C. Janis 11014 County Road 290 Anna, TX 75409 E-mail: jaypjanis@outlook.com To Thornton: The Thornton Family Trust 8 Duncannon Court Dallas, TX 75225 Attn: Ryan Thornton Any Party may change its address or addresses for delivery of notice by delivering written notice of such change of address to the other Party. 12.11 Estoppel Certificates. From time to time, upon written request of an Owner under this Agreement, and upon the payment to the City of a $100.00 fee plus all reasonable costs incurred by the City in providing the certificate described in this section, the City Manager, or his/her designee will, in his/her official capacity and to his/her reasonable knowledge and belief, execute a written estoppel certificate identifying any obligations of the respective Owner under this Agreement that are in default. 12.12 Interpretation. Each Party has been actively involved in negotiating and drafting this Agreement. Accordingly, a rule of construction that any ambiguities are to be resolved against the drafting Party will not apply to interpreting this Agreement. In the event of any dispute over EXHIBIT B: DA Page 35 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 35 the meaning or application of any provision of this Agreement, the provision will be interpreted fairly and reasonably and neither more strongly for nor against any Party, regardless of which Party originally drafted the provision. 12.13 Time. In this Agreement, time is of the essence and compliance with the times for performance herein is required. 12.14 Authority and Enforceability. The City represents and warrants that this Agreement has been approved by official action by the City Council of the City in accordance with all applicable public notice requirements (including, but not limited to, notices required by the Texas Open Meetings Act) and that the individual executing this Agreement on behalf of the City has been duly authorized to do so. The Developer and Owners respectively represent and warrant that this Agreement has been approved by appropriate action of the Developer and Owners, and that each individual executing this Agreement on behalf of the Developer and Owners has been duly authorized to do so. Each Party respectively acknowledges and agrees that this Agreement is binding upon such Party and is enforceable against such Party, in accordance with its terms and conditions. 12.15 Limited Waiver of Immunity. The Parties are entering into this Agreement in reliance upon its enforceability. Consequently, the City unconditionally and irrevocably waives all claims of sovereign and governmental immunity which it may have (including, but not limited to, immunity from suit and immunity to liability) to the extent, but only to the extent, that a waiver is necessary to enforce specific performance of this Agreement (including all of the remedies provided under this Agreement) and to give full effect to the intent of the Parties under this Agreement. Notwithstanding the foregoing, the waiver contained herein shall not waive any immunities that the City may have with respect to claims of injury to persons or property, which claims shall be subject to all of their respective immunities and to the provisions of the Texas Tort Claims Act. Further, the waiver of immunity herein is not enforceable by any party not a Party to this Agreement. 12.16 Amendment; Severability. This Agreement shall not be modified or amended except in writing signed by the Parties; provided that any amendment relating to a distinct portion of the Property may be signed solely by the owner of such Property and the City without the requirement of signatures from any other Party hereto and the remaining Parties hereto consent to such amendment. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable for any reason, then: (a) such unenforceable provision shall be deleted from this Agreement; (b) the unenforceable provision shall, to the extent possible and upon mutual agreement of the Parties, be rewritten to be enforceable and to give effect to the intent of the Parties; and (c) the remainder of this Agreement shall remain in full force and effect and shall be interpreted to give effect to the intent of the Parties. 12.17 Applicable Law; Venue. This Agreement is entered into pursuant to and is to be construed and enforced in accordance with the laws of the State of Texas and all obligations of the Parties are performable in Collin County. Exclusive venue for any action related to, arising out of, or brought in connection with this Agreement shall be in a state district court in Collin County. EXHIBIT B: DA Page 36 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 36 12.18 Non Waiver. Any failure by a Party to insist upon performance by the other Party of any material provision of this Agreement shall not be deemed a waiver thereof, and the Party shall have the right at any time thereafter to insist upon strict performance of any and all provisions of this Agreement. No provision of this Agreement may be waived except by writing signed by the Party waiving such provision. Any waiver shall be limited to the specific purposes for which it is given. No waiver by any Party of any term or condition of this Agreement shall be deemed or construed to be a waiver of any other term or condition or subsequent waiver of the same term or condition. 12.19 Force Majeure. Each Party shall use good faith, due diligence and reasonable care in the performance of its respective obligations under this Agreement, and time shall be of the essence in such performance; however, in the event a Party is unable, due to force majeure, to perform its obligations under this Agreement, then the obligations affected by the force majeure shall be temporarily suspended. Within ten (10) business days after the occurrence of a force majeure, the Party claiming the right to temporarily suspend its performance, shall give written notice to all the Parties, including a detailed explanation of the force majeure and a description of the action that will be taken to remedy the force majeure and resume full performance at the earliest possible time. The term “force majeure” shall include events or circumstances that are not within the reasonable control of the Party whose performance is suspended and that could not have been avoided by such Party with the good faith exercise of good faith, due diligence and reasonable care. A Party that has claimed the right to temporarily suspend its performance under this section shall provide written reports to the other Party at least once every week detailing: (i) the extent to which the force majeure event or circumstance continues to prevent the Party’s performance; (ii) all of the measures being employed to regain the ability to fully perform; and (iii) the projected date upon which the Party will be able to resume full performance. 12.20 Statutory Verifications.The Developer and each of the Owners constituting a Company” as defined in the Government Code (as defined herein) (the Developer and each such Owner, a “Representing Owner” for the purposes of this Section 12.20) make the following representations and covenants pursuant to Chapters 2252, 2271, 2274, and 2276, Texas Government Code, as heretofore amended (the “Government Code”), in entering into this Agreement. As used in such verifications, “affiliate” means an entity that controls, is controlled by, or is under common control with the Representing Developer or Owner within the meaning of SEC Rule 405, 17 C.F.R. § 230.405, and exists to make a profit. Liability for breach of any such verification during the term of this Agreement shall survive until barred by the applicable statute of limitations, and shall not be liquidated or otherwise limited by any provision of this Agreement, notwithstanding anything in this Agreement to the contrary. a.Not a Sanctioned Company. Each Representing Owner respectively represents that neither it nor any of its parent company, wholly- or majority-owned subsidiaries, and other affiliates is a company identified on a list prepared and maintained by the Texas Comptroller of Public Accounts under Section 2252.153 or Section 2270.0201, Government Code. The foregoing representation excludes any Representing Owner and each of its parent company, wholly- or majority-owned subsidiaries, and other affiliates, if any, that the United States government has affirmatively declared to be excluded from its federal sanctions regime relating to Sudan or Iran or any federal sanctions regime relating to a foreign terrorist organization. EXHIBIT B: DA Page 37 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 37 b.No Boycott of Israel. Each Representing Owner respectively hereby verifies that it and its parent company, wholly- or majority-owned subsidiaries, and other affiliates, if any, do not boycott Israel and will not boycott Israel during the term of this Agreement. As used in the foregoing verification, “boycott Israel” has the meaning provided in Section 2271.001, Government Code. c.No Discrimination Against Firearm Entities. Each Representing Owner respectively hereby verifies that it and its parent company, wholly- or majority-owned subsidiaries, and other affiliates, if any, do not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association and will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. As used in the foregoing verification, “discriminate against a firearm entity or firearm trade association” has the meaning provided in Section 2274.001(3), Government Code. d.No Boycott of Energy Companies. Each Representing Owner respectively hereby verifies that it and its parent company, wholly- or majority-owned subsidiaries, and other affiliates, if any, do not boycott energy companies and will not boycott energy companies during the term of this Agreement. As used in the foregoing verification, boycott energy companies” has the meaning provided in Section 2276.001(1), Government Code. 12.21 Form 1295. Submitted herewith is a completed Form 1295 in connection with the participation of the Developer and Owners that constitutes a “business entity” for the purposes of Section 2252.908 of the Texas Government Code in the execution of this Agreement generated by the Texas Ethics Commission’s (the “TEC”) electronic filing application in accordance with the provisions of Section 2252.908 of the Texas Government Code and the rules promulgated by the TEC (the “Form 1295”). The City hereby confirms receipt of the Form 1295 from the Developer and each of the Owners that constitutes a “business entity” for the purposes of Section 2252.908 of the Texas Government Code, and the City agrees to acknowledge such form with the TEC through its electronic filing application not later than the 30th day after the receipt of such form. The Developer and each Owner that constitutes a “business entity” for the purposes of Section 2252.908 and the City understand and agree that, with the exception of information identifying the City and the contract identification number, neither the City nor its consultants are responsible for the information contained in the Form 1295; that the information contained in the Form 1295 has been provided solely by the Developer and each respective Owner that constitutes a “business entity” for the purposes of Section 2252.908; and, neither the City nor its consultants have verified such information. 12.22 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original and constitute one and the same instrument. 12.23 Exhibits. The following exhibits are attached to this Agreement and are incorporated herein for all purposes: Exhibit A-1 Metes and Bounds Description of the Liberty 800 Property Exhibit A-2-1, A-2-II and A-2-III Metes and Bounds Descriptions of Liberty 75 Property EXHIBIT B: DA Page 38 of 289 LIBERTY HILLS DEVELOPMENT AGREEMENT PAGE 38 Exhibit A-3 Metes and Bounds Description of the Thornton Property Exhibit A-4 Metes and Bounds Description of the Janis RE Property Exhibit A-5 Metes and Bounds Description of the Janis Property Exhibit B Depiction of the Property Exhibit C Illustrative Layout Exhibit D Development Standards Exhibit E Authorized Improvements and Budgeted Costs Exhibit F Original Agreement Exhibit G-1 On-Site Sewer Improvements Exhibit G-2 Major Sewer Improvements Exhibit H-1 On-Site Water Improvements Exhibit H-2 Major Water Improvements Exhibit I Major Roadway Improvements Exhibit J Trail and Open Space Improvements Exhibit K PID Financial Summary SIGNATURES PAGES AND EXHIBITS FOLLOW; REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] EXHIBIT B: DA Page 39 of 289 EXECUTED BY THE PARTIES TO BE EFFECTIVE ON THE EFFECTIVE DATE: CITY OF ANNA, TEXAS By: Name: Nate Pike Title: Mayor Date: 15 /1L4 STATE OF TEXAS § COUNTY OF COLLIN § This instrument was acknowledged before me on this AArA I j I Ll } 1, 2024, by Nate Pike, Mayor of the City of Anna, Texas, on behalf of said City. JEOVANNA RUBIO1YAi z° i Notary Public. State of Texas Comm. Expirespes 10-03-2026 Notary ID 133995676 Qot a Public, State of Texas SEAL] Approved as to form: L Clar - cCoy, City Atto ey Development Agreement Signature Page EXHIBIT B: DA Page 40 of 289 LIBERTY 75: LIBERTY 75, LP, a Texas limited partnership By: Liberty Anna GP, LLC, a Texas limited liability company, its General Partner By: Teague G ftin, Manager STATE OF TEXAS § COUNTY OF L I I j I,% § This instrument was acknowledged before me, on the 10-day of , 2024, by Teague Griffin, Manager of Liberty Anna GP, LLC, a Texas limited liability compaily, general partner of Liberty 75, LP, on behalf of said partnership, SEAL] ",,• ICIMBERLY IYNN JACKSON—r Notar Public, State of Texasv Notary Public, State of Tz"4' Co 028 Notary ID 6304082 Development Agreement Signature Page EXHIBIT B: DA Page 41 of 289 LIBERTY 800: LIBERTY 800, LP, a Texas limited partnership By: Liberty Anna GP, LLC, a Texas limited liability company, its General Partner By: Teague Gr fin, Manager STATE OF TE S COUNTY OF G111n_ This instrument was acknowledged before me, on the ID day of , 2024, by Teague Griffin, Manager of Liberty Anna GP, LLC, a Texas limited liability c&npahy, general partner of Liberty 800, LP, on behalf of said partnership. S E A L] +""' KIMBERLY LYNN JACKSON Notary Public, State of Texas r Comm. Expires 02-t2-2028 Notary ID 6.304082 Notary Public, State of e as Development Agreement Signature Page EXHIBIT B: DA Page 42 of 289 THE THORNTON FAMILY TRUST By: J ies R. Thornton, Co -Trustee of the Thornton Famil Trust UTD Jan ary 19, 2021 r By: La ri L. Thorn on, - rustee of the Thornton Family Trust UTD January 19, 2021 STATE OF TF,,XA§ COUNTY OF § Before me, on this day personally appeared the foregoing individuals, known to me to be the persons whose names were subscribed in my presence to the foregoing instrument. SEAL] fi'= COR! ID MVORTHMyNowy80V.W Ul Notary Public Commission Expires('AA Cta eq Development Agreement Signature Page M EXHIBIT B: DA Page 43 of 289 JANIS RE: JANIS REAL ESTATE, LLC, a Texas limited liability company By: Jay s, o (M mber STATE OF TEXAS § COUNTY OFQ,\V n § n 1l+nco,% cl 7A 2-LA t4P> Before me, on this day personally appeared the foregoing individual, known to me to be the persons whose names were subscribed in my presence to the foregoing instrument. SEAL] No ary Publ Commission Expires: lc) q UTLYN WYATT N 0 TA R Y P UBLIC, STATE OF TEXAS Jy ;WY COMM. UP. 10/0712024 NOTARY 11)13273215-4 Development Agreement Signature Page EXHIBIT B: DA Page 44 of 289 IRENE C. JANIS, an individual By: J'-- STATE OF TEXAS § COUNTY OF C b\V, Y1 § This instrument was acknowledged before me, on the _9__ day of ' on&4 , 2024, by Irene C. Janis. S E A L] Notary Publ State of Te P A&c KAITLYN WYA77 NOTARY PUBLIC STR7EOFTEXAS i^l MYCOMM. EXP, 1010712024 Fof y NOTARYID 13273215-9 Development Agreement Signature Page EXHIBIT B: DA Page 45 of 289 JAY P. JANIS, an individual LIM STATE OF TEXAS § COUNTY OF CC I \.n § This instrument was acknowledged before me, on the day of rnCy.. . , 2024, by Jay P. Janis. SEAL] Notary Pub , State of T s a tr y AUOyc KAMYN WYATT VOTARY PUBLIC. STATEOFTEXAS c MYCOMM. EXP. 10/0712024y'F0F1 NOTARYID 13273215-4 Development Agreement Signature Page EXHIBIT B: DA Page 46 of 289 EXHIBIT A-1 Metes and Bounds Description of Liberty 800 Property EXHIBIT B: DA Page 47 of 289 Page 1 of 10 EXHIBIT A-1 TRACT ONE 694.344 Acres SITUATED in the County of Collin, State of Texas, and being a part of the Henry Smith Survey, Abstract No. 822, the Zachariah Roberts Survey, Abstract No. 760, the John Batterton Survey, Abstract No. 94, the W.P. Burns Survey, Abstract No. 100, the J.C. Burge Survey, Abstract No. 106 and the Jonas Whitaker Survey, Abstract No. 981 and being a part of the 2,304.493 acre tract of land (Tract F) conveyed from Viola Lordsmeer, L.P. to Risland Mantua, LLC by Special Warranty Deed dated June 25, 2018 and recorded in Instrument No. 20180625000783630, Official Public Records, Collin County, Texas, and being more particularly described by metes and bounds as follows, to-wit: BEGINNING at a 1/2 inch rebar found in or near the centerline intersection of County Road 370, a public road, with County Road 368, a public road, in the South line of said Henry Smith Survey and the North line of the John Elliott Survey, Abstract No. 296, at the Northwest corner of the remainder of the 16.215 acre tract of land conveyed to Sheikh M. Alam, recorded in Volume 4335, Page 955, Deed Records, Collin County, Texas, and the most Southerly Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 01 deg. 13 min. 07 sec. West, with the pavement of said County Road 368 and a West line of said Risland Mantua 2,304.493 ac., a distance of 2,021.14 ft. to a 1/2 inch rebar found at the most Easterly Northeast corner of Hurricane Creek Estates, an unrecorded Plat, and an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE Westerly, with a North line of said Hurricane Creek Estates and a South line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. South 80 deg. 49 min. 43 sec. West, a distance of 212.73 ft. to a 5/8 inch rebar found at an angle point; 2. South 81 deg. 00 min. 36 sec. West, a distance of 212.18 ft. to a 5/8 inch rebar found at an 3. South 79 deg. 47 min. 15 sec. West, a distance of 215.41 ft. to a 5/8 inch rebar found at an angle point; 4. South 79 deg. 47 min. 48 sec. West, a distance of 211.76 ft. to a 1 inch pipe found at an angle point; 5. South 80 deg. 49 min. 08 sec. West, a distance of 220.15 ft. to a 5/8 inch rebar found at an Ell corner of said Hurricane Creek Estates, a Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE Northerly, with an East line of said Hurricane Creek Estates and a West line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. North 00 deg. 47 min. 59 sec. West, a distance of 95.57 ft. to a 5/8 inch rebar found at an angle point; 2. North 00 deg. 53 min. 28 sec. East, a distance of 242.25 ft. to a 5/8 inch rebar found at an angle point; 3. North 01 deg. 07 min. 11 sec. East, a distance of 264.53 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at an angle point; 4. North 01 deg. 48 min. 05 sec. East, a distance of 76.53 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at an angle point; 5. North 02 deg. 27 min. 54 sec. East, a distance of 99.19 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at the most Northerly Northeast corner of said Hurricane Creek Estates, at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE South 89 deg. 45 min. 34 sec. West, with a North line of said Hurricane Creek Estates and a South line of said Risland Mantua 2,304.493 ac., a distance of 51.65 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578”at the most Southerly Southeast corner of the 179.55 ac. tract of land conveyed to Grayson-Collin Recreational Association, Inc. in Volume 705, Page 90, said Deed Records, at a Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; EXHIBIT B: DA Page 48 of 289 Page 2 of 10 THENCE Northerly, with an East line of said Grayson-Collin Recreational Association 179.55 ac. and a West line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. North 17 deg. 52 min. 19 sec. East, a distance of 782.45 ft. to a 42 inch Elm tree at an angle point; 2. North 22 deg. 57 min. 03 sec. East, a distance of 424.80 ft. to a 1 inch pipe found at an angle point; 3. North 22 deg. 16 min. 10 sec. West, a distance of 763.52 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at an angle point; 4. North 12 deg. 31 min. 05 sec. West, a distance of 690.34 ft. to a 1 inch pipe found at an angle point; 5. North 35 deg. 44 min. 24 sec. East, a distance of 668.76 ft. to a 1/2 inch rebar found at an angle point; 6. North 03 deg. 14 min. 16 sec. East, a distance of 279.04 ft. to a 1/2 inch rebar found at the most Westerly Southwest corner of the 7.493 ac. tract of land conveyed to Grayson-Collin Recreational Association, Inc. in Volume 738, Page 342, said Deed Records, at an angle point; THENCE Southeasterly, with the Southwest line of said Grayson-Collin Recreational Association 7.493 ac. and a Northeast line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. South 60 deg. 30 min. 30 sec. East, a distance of 753.00 ft. to a 1 inch pipe found at an angle point; 2. South 38 deg. 05 min. 22 sec. East, a distance of 416.65 ft. to a 1/2 inch rebar found at an angle point; 3. South 20 deg. 05 min. 14 sec. East, a distance of 393.25 ft. to a 1 inch pipe found at the most Southerly Southwest corner of said Grayson-Collin Recreational Association 7.493., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 64 deg. 28 min. 26 sec. East, with the South line of said Grayson -Collin Recreational Association 7.493 ac. and a North line of said Risland Mantua 2,304.493 ac., a distance of 48.14 ft. to a 1/2 inch rebar found at an angle point; THENCE North 71 deg. 32 min. 49 sec. East, continuing with the South line of said Grayson - Collin Recreational Association 7.493 ac. and a North line of said Risland Mantua 2,304.493 ac., a distance of 175.44 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the Southeast corner of said Grayson Collin Recreational Association 7.493 ac., the most Easterly Southeast corner of said Grayson- Collin Recreational Association 179.55 ac. and an angle point of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE Easterly, Northerly, then Northwesterly, along the common property line of both said Grayson-Collin Recreational Association 179.55 ac. and Risland Mantua 2,304.493 ac., the following calls and distances: 1. North 68 deg. 39 min. 59 sec. East, a distance of 279.42 ft. to a 1/2 inch rebar found at an angle point; 2. North 16 deg. 00 min. 07 sec. East, a distance of 631.15 ft. to a 1/2 inch rebar found at an angle point; 3. North 43 deg. 56 min. 13 sec. West, a distance of 1,122.16 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at an angle point; 4. North 66 deg. 25 min. 20 sec. West, a distance of 1,304.43 ft. to a 1/2 inch capped rebar set stamped “RPLS at the most Northerly corner of said Grayson-Collin Recreational Association 179.55 ac. and an angle point of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE South 31 deg. 00 min. 14 sec. West, with the West line of said Grayson-Collin Recreational Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 ac., a distance of 345.00 ft. to EXHIBIT B: DA Page 49 of 289 Page 3 of 10 a point in the East bank of a pond, at an angle point; THENCE Southwesterly, with the East bank of a pond, along the West line of said Grayson-Collin Recreational Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 the following calls and distances: 1. South 65 deg. 09 min. 26 sec. West, a distance of 350.00 ft.; 2. South 59 deg. 44 min. 48 sec. West, a distance of 390.00 ft.; 3. South 32 deg. 52 min. 18 sec. East, a distance of 100.00 ft.; 4. South 40 deg. 29 min. 25 sec. West, a distance of 55.00 ft.; 5. North 59 deg. 49 min. 47 sec. West, a distance of 150.00 ft.; 6. South 89 deg. 36 min. 28 sec. West, a distance of 190.00 ft.; 7. South 25 deg. 45 min. 05 sec. West, a distance of 190.00 ft.; 8. South 31 deg. 50 min. 15 sec. West, a distance of 265.00 ft.; 9. South 16 deg. 52 min. 45 sec. West, a distance of 500.00 ft.; 10. South 81 deg. 20 min. 55 sec. East, a distance of 205.00 ft.; 11. South 25 deg. 08 min. 27 sec. East, a distance of 200.00 ft.; 12. South 06 deg. 15 min. 31 sec. East, a distance of 85.00 ft.; 13. South 24 deg. 28 min. 32 sec. West, a distance of 150.00 ft.; 14. South 20 deg. 37 min. 55 sec. West, a distance of 205.00 ft.; 15. South 09 deg. 56 min. 57 sec. East, a distance of 120.00 ft.; 16. North 64 deg. 36 min. 06 sec. West, a distance of 115.00 ft.; 17. South 19 deg. 23 min. 16 sec. East, a distance of 200.00 ft.; 18. South 37 deg. 19 min. 08 sec. West, a distance of 70.00 ft.; 19. South 60 deg. 56 min. 07 sec. West, a distance of 110.00 ft.; 20. South 29 deg. 09 min. 31 sec. West, a distance of 250.00 ft.; 21. South 17 deg. 58 min. 21 sec. West, a distance of 290.00 ft.; THENCE South 86 deg. 05 min. 16 sec. West, with the South bank of a pond, along a North line of said Grayson-Collin Recreational Association 179.55 ac. and a South line of said Risland Mantua 2,304.493 ac., a distance of 165.01 ft. to a point in line with a creek to the South; THENCE Southerly, with the center of a creek, the West line of said Grayson -Collin Recreational Association 179.55 ac. and an East line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. South 02 deg. 18 min. 45 sec. West, a distance of 180.00 ft.; 2. South 07 deg. 21 min. 55 sec. East, a distance of 142.55 ft.; 3. South 20 deg. 21 min. 46 sec. West, a distance of 68.44 ft.; 4. South 37 deg. 03 min. 53 sec. West, a distance of 61.49 ft.; 5. South 64 deg. 30 min. 25 sec. West, a distance of 68.25 ft.; 6. South 21 deg. 56 min. 56 sec. West, a distance of 127.43 ft.; 7. South 10 deg. 33 min. 50 sec. East, a distance of 186.00 ft.; 8. South 23 deg. 42 min. 08 sec. East, a distance of 180.15 ft.; 9. South 29 deg. 18 min. 26 sec. East, a distance of 118.28 ft.; 10. South 50 deg. 34 min. 40 sec. West, a distance of 65.47 ft.; 11. South 35 deg. 56 min. 57 sec. West, a distance of 74.91 ft.; 12. South 51 deg. 20 min. 01 sec. West, a distance of 137.86 ft.; 13. South 30 deg. 41 min. 01 sec. West, a distance of 59.61 ft.; 14. South 01 deg. 39 min. 28 sec. West, a distance of 48.43 ft.; 15. South 15 deg. 38 min. 49 sec. West, a distance of 59.78 ft.; 16. South 32 deg. 29 min. 33 sec. West, a distance of 70.38 ft.; 17. South 18 deg. 00 min. 15 sec. West, a distance of 87.06 ft.; 18. South 33 deg. 07 min. 26 sec. West, a distance of 87.26 ft. to a point at the Southwest corner of said Grayson-Collin Recreational Association 179.55 ac., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 80 deg. 55 min. 18 sec. East, with the South line of said Grayson-Collin Recreational Association 179.55 ac. and a North line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped rebar set, stamped “RPLS 6578” (for witness) at 104.23 ft. and continuing on said course for a TOTAL EXHIBIT B: DA Page 50 of 289 Page 4 of 10 distance of 898.20 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at the Northwest corner of said Hurricane Creek Estates and the most Southerly Northeast corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE Southerly, with the West line of said Hurricane Creek Estates and an East line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. South 01 deg. 30 min. 49 sec. East, a distance of 234.97 ft. to a 1/2 inch capped rebar set stamped “RPLS 6578” at an angle point; 2. South 01 deg. 40 min. 21 sec. East, a distance of 100.03 ft. to a 5/8 inch rebar found at an angle point; 3. South 01 deg. 26 min. 53 sec. East, a distance of 230.25 ft. to a 5/8 inch rebar found at an angle point; 4. South 02 deg. 34 min. 04 sec. East, a distance of 240.01 ft. to a 5/8 inch rebar found at an angle point; 5. South 02 deg. 31 min. 27 sec. East, a distance of 193.14 ft. to a 1/2 inch capped rebar found at the Northeast corner of the 59.73 ac. tract of land conveyed to MM Anna 325, LLC, recorded in Instrument No. 2019041100386110, said Official Public Records, at a Southeast corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE South 89 deg. 01 min. 06 sec. West, with the general course of a wire fence maintaining the North line of said MM Anna 325 59.73 ac. and a South line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped rebar found (for Witness) at the end of said fence at 938.20 ft. and continuing on said course for a TOTAL distance of 1,215.59 ft. to a point in the center of a creek, in the East line of the 48.900 ac. tract of land conveyed to Donna Gail Peeler in Volume 4972, Page 5535, said Deed Records, at the Northwest corner of said MM Anna 325 59.73 ac., at a Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE Northwesterly, with the center of a creek, the East line of said Peeler 48.900 ac. and the 52.77 ac. tract of land conveyed to Janis Real Estate, recorded in Instrument No. 20220420000632060, said Official Public Records and a West line of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. North 34 deg. 56 min. 42 sec. East, a distance of 103.29 ft.; 2. North 25 deg. 27 min. 55 sec. East, a distance of 87.41 ft.; 3. North 14 deg. 15 min. 11 sec. West, a distance of 109.46 ft.; 4. North 09 deg. 26 min. 32 sec. East, a distance of 44.80 ft.; 5. North 25 deg. 25 min. 55 sec. East, a distance of 68.17 ft.; 6. North 10 deg. 58 min. 09 sec. East, a distance of 44.27 ft.; 7. North 48 deg. 07 min. 28 sec. East, a distance of 65.89 ft.; 8. North 76 deg. 04 min. 15 sec. East, a distance of 77.19 ft.; 9. North 05 deg. 59 min. 38 sec. East, a distance of 80.43 ft.; 10. North 16 deg. 36 min. 05 sec. West, a distance of 25.15 ft.; 11. North 55 deg. 07 min. 32 sec. West, a distance of 46.80 ft.; 12. North 72 deg. 50 min. 00 sec. West, a distance of 123.19 ft.; 13. South 81 deg. 44 min. 01 sec. West, a distance of 41.34 ft.; 14. North 70 deg. 40 min. 03 sec. West, a distance of 39.93 ft.; 15. North 18 deg. 54 min. 48 sec. West, a distance of 46.24 ft.; 16. North 30 deg. 12 min. 42 sec. East, a distance of 86.17 ft.; 17. North 55 deg. 20 min. 43 sec. West, a distance of 26.95 ft.; 18. North 83 deg. 50 min. 31 sec. West, a distance of 22.50 ft.; 19. South 68 deg. 54 min. 13 sec. West, a distance of 27.87 ft.; 20. North 22 deg. 54 min. 12 sec. West, a distance of 86.02 ft.; 21. North 26 deg. 45 min. 33 sec. East, a distance of 14.91 ft.; 22. North 50 deg. 40 min. 12 sec. East, a distance of 42.50 ft.; 23. North 10 deg. 24 min. 46 sec. West, a distance of 17.30 ft.; 24. North 72 deg. 20 min. 36 sec. West, a distance of 44.01 ft.; 25. North 44 deg. 49 min. 18 sec. West, a distance of 31.13 ft.; 26. North 87 deg. 03 min. 39 sec. West, a distance of 12.89 ft.; 27. South 64 deg. 02 min. 23 sec. West, a distance of 41.90 ft.; 28. North 86 deg. 18 min. 51 sec. West, a distance of 19.60 ft.; EXHIBIT B: DA Page 51 of 289 Page 5 of 10 29. North 13 deg. 04 min. 46 sec. West, a distance of 18.21 ft.; 30. North 53 deg. 06 min. 48 sec. East, a distance of 15.77 ft.; 31. North 77 deg. 43 min. 43 sec. East, a distance of 16.69 ft.; 32. North 43 deg. 03 min. 46 sec. East, a distance of 28.01 ft.; 33. North 17 deg. 12 min. 14 sec. West, a distance of 18.36 ft.; 34. North 71 deg. 22 min. 19 sec. West, a distance of 21.59 ft.; 35. North 22 deg. 14 min. 44 sec. East, a distance of 25.85 ft.; 36. North 81 deg. 00 min. 45 sec. East, a distance of 25.03 ft.; 37. North 20 deg. 24 min. 50 sec. East, a distance of 33.04 ft.; 38. North 27 deg. 26 min. 38 sec. West, a distance of 22.31 ft.; 39. North 83 deg. 06 min. 16 sec. West, a distance of 148.69 ft.; 40. North 25 deg. 25 min. 26 sec. West, a distance of 47.53 ft.; 41. North 67 deg. 01 min. 29 sec. West, a distance of 30.30 ft.; 42. North 84 deg. 50 min. 03 sec. West, a distance of 47.00 ft.; 43. North 74 deg. 58 min. 05 sec. West, a distance of 33.79 ft.; 44. South 76 deg. 58 min. 39 sec. West, a distance of 33.35 ft.; 45. North 35 deg. 23 min. 19 sec. West, a distance of 27.57 ft.; 46. North 11 deg. 56 min. 26 sec. West, a distance of 54.69 ft.; 47. North 43 deg. 24 min. 18 sec. West, a distance of 52.00 ft.; 48. South 55 deg. 10 min. 00 sec. West, a distance of 27.34 ft.; 49. South 78 deg. 02 min. 05 sec. West, a distance of 27.52 ft.; 50. North 67 deg. 40 min. 27 sec. West, a distance of 74.72 ft.; 51. North 74 deg. 50 min. 18 sec. West, a distance of 51.31 ft.; 52. North 61 deg. 04 min. 09 sec. West, a distance of 43.45 ft.; 53. North 41 deg. 31 min. 56 sec. West, a distance of 71.57 ft.; 54. North 26 deg. 20 min. 00 sec. West, a distance of 52.30 ft.; 55. North 48 deg. 41 min. 18 sec. West, a distance of 61.74 ft.; 56. North 78 deg. 02 min. 53 sec. West, a distance of 43.15 ft.; 57. North 45 deg. 16 min. 16 sec. West, a distance of 161.73 ft.; 58. South 70 deg. 57 min. 23 sec. West, a distance of 52.72 ft.; 59. South 61 deg. 06 min. 37 sec. West, a distance of 35.06 ft.; 60. South 72 deg. 45 min. 56 sec. West, a distance of 40.53 ft.; 61. South 87 deg. 34 min. 10 sec. West, a distance of 28.77 ft.; 62. North 67 deg. 42 min. 02 sec. West, a distance of 33.33 ft.; 63. North 23 deg. 39 min. 03 sec. West, a distance of 52.95 ft.; 64. South 89 deg. 23 min. 21 sec. West, a distance of 70.36 ft.; 65. North 74 deg. 15 min. 03 sec. West, a distance of 25.54 ft.; 66. North 51 deg. 05 min. 09 sec. West, a distance of 29.41 ft.; 67. North 20 deg. 44 min. 38 sec. East, a distance of 41.42 ft.; 68. North 31 deg. 24 min. 12 sec. West, a distance of 45.13 ft.; 69. South 77 deg. 29 min. 33 sec. West, a distance of 63.04 ft.; 70. North 33 deg. 59 min. 18 sec. West, a distance of 11.78 ft. to a point at the Northeast corner of said Janis Real Estate 52.77 ac., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE South 88 deg. 29 min. 46 sec. West, with the North line of said Janis Real Estate 52.77 ac. and a South line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch rebar found (for witness) at 1,917.45 ft. and continuing on said course for a TOTAL distance of 1,940.65 ft. to a 1/2 inch rebar found in the pavement of County Road 290, a public road, in an East line of both the 103.991 ac. tract of land conveyed to Mohammad Ali Manouchehripour in Volume 5200, Page 5012, said Official Public Records and the Joseph Britton Survey, Abstract No. 72 and the West line of said Zachariah Roberts Survey, at the Northwest corner of said Janis Real Estate 52.77 ac., at the most Westerly Southwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 01 deg. 12 min. 42 sec. West, with the pavement of said County Road 290, an East line of both said Manouchehripour 103.991 ac. and the Thornton Family Trust “called” 103 acre tract of land conveyed in Instrument No. 2021043000877560, said Official Public Records and the East line of said Joseph Britton Survey and a West line of both said Zacharia Roberts Survey and Risland Mantua 2,304.493 ac. passing the Northeast corner of said Manouchehripour 103.991 ac. and continuing on said course for a distance of 1,130.77 ft. to a PK nail set at the Southwest corner of the 10.669 ac. tract of land conveyed to Delmore A. M. Church and Joyce Church in Volume 702, Page 585, said Deed Records, at a EXHIBIT B: DA Page 52 of 289 Page 6 of 10 Northwest corner of said Risland Mantua 2,304.493 ac. and the most Western Northwest corner of the herein described tract; THENCE South 88 deg. 26 min. 45 sec. East, with a South line of said Church 10.669 ac. and a North line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch rebar found (for witness) at 27.59 ft. and continuing for a TOTAL distance of 353.22 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the most Southerly Southeast corner of said Church 10.669 ac. and an Ell corner of both said Mantua 2,304.493 ac. and the herein described tract; THENCE North 01 deg. 36 min. 46 sec. West, with an East line of said Church 10.669 ac. and a West line of said Risland Mantua 2,304.493 ac., a distance of 628.19 ft. to a 1/2 inch capped rebar set, stamped RPLS 6578” at an Ell corner of said Church 10.669 ac., at a Northwest corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 86 deg. 35 min. 25 sec. East, with a South line of said Church 10.669 ac. and a North line of said Risland Mantua 2,304.493 ac., a distance of 587.02 ft. to a 12 inch wood corner post at the most Easterly Southeast corner of said Church 10.669 ac., at an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 01 deg. 14 min. 35 sec. West, with an East line of said Church 10.669 ac. and a West line of said Risland Mantua 2,304.493 ac., a distance of 251.70 ft. to a 1/2 inch rebar found in the center of said County Road 290, in the North line of said Zachariah Roberts Survey and the South line of said John Batterton survey, at the Northeast corner of said Church 10.669 ac. and an Ell corner of said Risland Mantua 2,304.493 ac., at a Northwest corner of the herein described tract; THENCE North 89 deg. 18 min. 25 sec. East, along or near the center of said County Road 290, over and across Risland Mantua 2,304.493 ac., with the North line of said Zachariah Roberts Survey and the South line of said John Batterton Survey, passing the Southeast edge of pavement of said County Road 290, and continuing on said course for a distance of 797.98 ft. to a 1/2 inch rebar found at an Ell corner of the herein described tract; THENCE North 00 deg. 49 min. 03 sec. West, continuing over and across said Risland Mantua 2,304.493 ac., passing the Southeast edge and re-entering the pavement of said County Road 290, continuing on said course along or near the center of said road, passing the Northwest edge of pavement of said road, and continuing on said course for a distance of 1,687.21 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the most Northern Northwest corner of the herein described tract; THENCE North 88 deg. 20 min. 33 sec. East, continuing over and across said Risland Mantua 2,304.493 ac., passing the Northwest edge and re-entering the pavement of said County Road 290, and continuing on said course along or near the center of said County Road 290 for a distance of 772.49 ft. to a 1/2 inch rebar found in the West line of the 18.632 ac. tract of land conveyed to Mohammed Rehman, recorded in Instrument No. 20210322000563200, said Official Public Records, in an East line of said Risland Mantua 2,304.493 ac., in the West line of said W.P. Burns Survey and the East line of said John Batterton Survey, at a Northeast corner of the herein described tract; THENCE South 00 deg. 54 min. 38 sec. East, with the West line of both said Rehman 18.632 ac. and W.P. Burns Survey and the East line of both said Risland Mantua 2,304.493 ac. and John Batterton Survey, a distance of 191.05 ft. to a 1/2 inch rebar found in the center of a draw, at the Southwest corner of said Rehman 18.632 ac. and an Ell corner of the herein described tract; THENCE Southeasterly, with the center of a draw and creek, with the South line of said Rehman 18.632 ac. and the West line of Lots 1 and 3 of Triple I Ranch Addition to the Collin County, Texas, recorded in Instrument No. 2003-0183169, Map Records, Collin County, Texas, and the North and East lines of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. South 85 deg. 33 min. 48 sec. East, a distance of 38.17 ft.; 2. South 56 deg. 34 min. 17 sec. East, a distance of 114.66 ft.; 3. South 73 deg. 39 min. 14 sec. East, a distance of 29.10 ft.; 4. North 80 deg. 55 min. 30 sec. East, a distance of 49.80 ft.; 5. North 84 deg. 10 min. 17 sec. East, a distance of 35.20 ft.; 6. South 71 deg. 30 min. 51 sec. East, a distance of 6.41 ft.; 7. South 23 deg. 37 min. 31 sec. East, a distance of 11.94 ft.; EXHIBIT B: DA Page 53 of 289 Page 7 of 10 8. South 48 deg. 57 min. 54 sec. East, a distance of 22.31 ft.; 9. South 78 deg. 22 min. 44 sec. East, a distance of 11.77 ft.; 10. South 44 deg. 57 min. 16 sec. East, a distance of 23.99 ft.; 11. South 72 deg. 03 min. 20 sec. East, a distance of 36.45 ft.; 12. North 83 deg. 45 min. 09 sec. East, a distance of 60.49 ft.; 13. South 45 deg. 51 min. 25 sec. East, a distance of 42.03 ft.; 14. South 88 deg. 20 min. 49 sec. East, a distance of 17.06 ft.; 15. South 70 deg. 55 min. 50 sec. East, a distance of 17.71 ft.; 16. North 79 deg. 53 min. 05 sec. East, a distance of 13.68 ft.; 17. North 62 deg. 26 min. 21 sec. East, a distance of 46.40 ft.; 18. North 43 deg. 42 min. 20 sec. East, a distance of 14.49 ft.; 19. North 13 deg. 18 min. 36 sec. East, a distance of 11.48 ft.; 20. North 82 deg. 07 min. 05 sec. East, a distance of 10.03 ft.; 21. South 86 deg. 09 min. 24 sec. East, a distance of 11.23 ft.; 22. South 49 deg. 44 min. 51 sec. East, a distance of 13.10 ft.; 23. South 70 deg. 30 min. 13 sec. East, a distance of 13.52 ft.; 24. South 84 deg. 22 min. 03 sec. East, a distance of 23.33 ft.; 25. South 35 deg. 35 min. 31 sec. East, a distance of 20.91 ft.; 26. South 84 deg. 29 min. 02 sec. East, a distance of 15.59 ft.; 27. South 51 deg. 00 min. 33 sec. East, a distance of 27.17 ft.; 28. South 78 deg. 25 min. 01 sec. East, a distance of 15.92 ft.; 29. North 58 deg. 51 min. 30 sec. East, a distance of 16.62 ft.; 30. South 49 deg. 41 min. 08 sec. East, a distance of 32.18 ft.; 31. South 29 deg. 08 min. 01 sec. East, a distance of 14.80 ft.; 32. South 05 deg. 40 min. 16 sec. East, a distance of 30.35 ft.; 33. South 51 deg. 27 min. 12 sec. East, a distance of 16.84 ft.; 34. North 55 deg. 07 min. 54 sec. East, a distance of 35.31 ft.; 35. North 89 deg. 52 min. 19 sec. East, a distance of 29.08 ft.; 36. South 31 deg. 29 min. 55 sec. East, a distance of 19.97 ft.; 37. South 47 deg. 09 min. 08 sec. East, a distance of 27.66 ft.; 38. South 18 deg. 55 min. 35 sec. East, a distance of 20.76 ft.; 39. South 63 deg. 16 min. 02 sec. East, a distance of 9.33 ft.; 40. North 87 deg. 41 min. 54 sec. East, a distance of 12.80 ft.; 41. North 49 deg. 59 min. 39 sec. East, a distance of 43.53 ft.; 42. North 77 deg. 10 min. 32 sec. East, a distance of 43.67 ft.; 43. South 57 deg. 38 min. 18 sec. East, a distance of 10.00 ft.; 44. South 05 deg. 42 min. 20 sec. East, a distance of 16.81 ft.; 45. South 42 deg. 16 min. 02 sec. East, a distance of 18.23 ft. at the centerline intersection of draw and creek; 46. South 06 deg. 44 min. 28 sec. West, a distance of 37.06 ft. 47. South 38 deg. 50 min. 25 sec. East, a distance of 22.72 ft.; 48. North 57 deg. 28 min. 10 sec. East, a distance of 27.21 ft.; 49. South 50 deg. 28 min. 32 sec. East, a distance of 39.42 ft.; 50. South 16 deg. 41 min. 39 sec. West, a distance of 23.29 ft.; 51. South 23 deg. 04 min. 58 sec. East, a distance of 57.84 ft.; 52. South 49 deg. 49 min. 02 sec. West, a distance of 11.63 ft.; 53. North 64 deg. 30 min. 49 sec. West, a distance of 30.50 ft.; 54. South 50 deg. 42 min. 11 sec. West, a distance of 13.78 ft.; 55. South 15 deg. 45 min. 26 sec. East, a distance of 89.36 ft.; 56. South 10 deg. 53 min. 35 sec. West, a distance of 43.60 ft.; 57. South 12 deg. 28 min. 08 sec. East, a distance of 31.05 ft.; 58. South 88 deg. 00 min. 34 sec. West, a distance of 34.12 ft.; 59. South 56 deg. 01 min. 46 sec. West, a distance of 51.74 ft.; 60. North 84 deg. 06 min. 45 sec. West, a distance of 43.29 ft.; 61. South 16 deg. 45 min. 37 sec. West, a distance of 21.78 ft.; 62. South 18 deg. 30 min. 22 sec. East, a distance of 15.05 ft.; 63. South 70 deg. 51 min. 54 sec. East, a distance of 17.06 ft.; 64. North 77 deg. 40 min. 40 sec. East, a distance of 15.14 ft.; 65. South 63 deg. 09 min. 50 sec. East, a distance of 20.43 ft.; 66. South 27 deg. 41 min. 10 sec. East, a distance of 19.98 ft.; 67. South 31 deg. 30 min. 58 sec. West, a distance of 9.86 ft.; 68. South 83 deg. 47 min. 46 sec. West, a distance of 51.58 ft.; EXHIBIT B: DA Page 54 of 289 Page 8 of 10 69. South 38 deg. 54 min. 19 sec. East, a distance of 29.87 ft.; 70. South 07 deg. 53 min. 15 sec. West, a distance of 13.82 ft.; 71. North 65 deg. 47 min. 39 sec. West, a distance of 19.26 ft.; 72. North 78 deg. 08 min. 54 sec. West, a distance of 76.63 ft.; 73. South 08 deg. 27 min. 48 sec. East, a distance of 53.59 ft.; 74. South 20 deg. 42 min. 26 sec. West, a distance of 26.91 ft.; 75. South 25 deg. 09 min. 45 sec. East, a distance of 31.09 ft.; 76. South 00 deg. 12 min. 02 sec. West, a distance of 31.14 ft.; 77. South 71 deg. 20 min. 53 sec. East, a distance of 29.06 ft.; 78. South 18 deg. 54 min. 03 sec. East, a distance of 13.15 ft.; 79. South 32 deg. 18 min. 04 sec. West, a distance of 25.49 ft.; 80. South 72 deg. 43 min. 07 sec. West, a distance of 15.31 ft.; 81. North 64 deg. 42 min. 33 sec. West, a distance of 23.37 ft.; 82. South 63 deg. 34 min. 24 sec. West, a distance of 18.33 ft.; 83. South 10 deg. 14 min. 08 sec. West, a distance of 43.90 ft.; 84. South 26 deg. 13 min. 56 sec. West, a distance of 34.33 ft.; 85. South 27 deg. 13 min. 02 sec. East, a distance of 20.15 ft.; 86. South 49 deg. 22 min. 10 sec. East, a distance of 24.64 ft.; 87. North 69 deg. 07 min. 38 sec. East, a distance of 21.11 ft.; 88. North 32 deg. 40 min. 48 sec. East, a distance of 40.78 ft.; 89. North 52 deg. 43 min. 43 sec. East, a distance of 44.54 ft.; 90. South 79 deg. 02 min. 31 sec. East, a distance of 17.91 ft.; 91. South 25 deg. 14 min. 13 sec. East, a distance of 10.50 ft.; 92. South 36 deg. 33 min. 49 sec. West, a distance of 45.96 ft.; 93. South 18 deg. 38 min. 57 sec. East, a distance of 60.30 ft.; 94. South 23 deg. 11 min. 17 sec. West, a distance of 22.34 ft.; 95. South 12 deg. 06 min. 39 sec. East, a distance of 59.69 ft.; 96. South 10 deg. 53 min. 13 sec. West, a distance of 48.67 ft.; 97. South 18 deg. 15 min. 42 sec. East, a distance of 38.78 ft.; 98. South 49 deg. 42 min. 55 sec. West, a distance of 38.39 ft.; 99. South 12 deg. 09 min. 41 sec. West, a distance of 41.04 ft.; 100. South 18 deg. 18 min. 43 sec. East, a distance of 46.98 ft.; 101. South 36 deg. 12 min. 31 sec. East, a distance of 41.45 ft.; 102. South 04 deg. 18 min. 51 sec. West, a distance of 40.66 ft.; 103. South 17 deg. 20 min. 59 sec. East, a distance of 18.23 ft.; 104. South 71 deg. 38 min. 45 sec. East, a distance of 27.15 ft.; 105. South 42 deg. 57 min. 19 sec. East, a distance of 11.61 ft.; 106. South 44 deg. 03 min. 41 sec. West, a distance of 29.44 ft.; 107. South 59 deg. 56 min. 34 sec. West, a distance of 26.44 ft.; 108. South 47 deg. 10 min. 58 sec. West, a distance of 23.76 ft.; 109. South 31 deg. 19 min. 02 sec. West, a distance of 37.17 ft.; 110. South 01 deg. 44 min. 52 sec. West, a distance of 35.97 ft. to a point at the Southwest corner of said Lot 1 and an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE North 87 deg. 26 min. 24 sec. East, with the South line of said Lot 1 and a North line of said Risland Mantua 2,304.493 ac., passing a 1/2 inch capped rebar set, stamped “RPLS 6578” (for witness) at 853.90 ft., and continuing on said course for a TOTAL distance of 953.68 ft. to a point in the West bank of pond, at the Southeast corner of said Lot 1 and an Ell corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE Northerly and Northeasterly, with the West bank of pond, an East line of said Lot 1, the East line of the 27.745 ac. tract of land conveyed to M&T Holding Company, LLC, recorded in Instrument No. 20141105001213360, said Official Public Records, the South and East lines of the 16.952 ac. (Tract 1) tract of land conveyed to MJLA Adams, Ltd., recorded in Instrument No. 20110505000462580, said Official Public Records, and the North and West lines of said Risland Mantua 2,304.493 ac., the following calls and distances: 1. North 03 deg. 01 min. 38 sec. West, a distance of 565.00 ft.; 2. North 33 deg. 47 min. 24 sec. East, a distance of 475.00 ft.; 3. North 42 deg. 00 min. 46 sec. East, a distance of 350.00 ft.; 4. North 65 deg. 07 min. 09 sec. East, a distance of 500.00 ft.; EXHIBIT B: DA Page 55 of 289 Page 9 of 10 5. North 20 deg. 08 min. 52 sec. East, a distance of 73.50 ft. to a 20 inch tree at bank of pond; 6. North 00 deg. 39 min. 26 sec. East, leaving said pond, a distance of 212.97 ft. to an angle point in fence; 7. North 01 deg. 46 min. 16 sec. West, with the general course of a wire fence, a distance of 327.25 ft. to an angle point in fence; 8. North 01 deg. 36 min. 16 sec. West, with the general course of a wire fence, a distance of 474.99 ft. to an angle point in fence; 9. North 02 deg. 12 min. 44 sec. West, with the general course of a wire fence, passing an 8 inch tree at fence corner (for witness) at 374.52 ft. and continuing on said course for a TOTAL distance of 412.36 ft. to a PK nail with metal flasher set in or near the center of County Road No. 372, a public road, in the East line of said W.P. Burns Survey and the West line of said Jonas Whitaker Survey, at the Northeast corner of said MJLA Adams 16.952 ac. and the most Northerly Northwest corner of the herein described tract; THENCE Easterly, along or near the center of said County Road 372, over and across said Risland Mantua 2,304.493 ac., the following calls and distances: 1. North 49 deg. 39 min. 30 sec. East, a distance of 128.05 ft.; 2. North 57 deg. 41 min. 04 sec. East, a distance of 150.00 ft.; 3. North 74 deg. 45 min. 46 sec. East, a distance of 135.00 ft.; 4. North 89 deg. 48 min. 47 sec. East, a distance of 127.43 ft.; 5. South 86 deg. 46 min. 24 sec. East, a distance of 506.20 ft.; 6. South 87 deg. 57 min. 09 sec. East, a distance of 172.41 ft.; 7. South 77 deg. 53 min. 48 sec. East, a distance of 93.44 ft.; 8. South 63 deg. 12 min. 34 sec. East, a distance of 108.68 ft.; 9. South 63 deg. 13 min. 19 sec. East, a distance of 129.45 ft.; 10. South 67 deg. 28 min. 08 sec. East, a distance of 91.86 ft.; 11. South 69 deg. 30 min. 37 sec. East, a distance of 290.88 ft.; 12. South 86 deg. 32 min. 19 sec. East, a distance of 86.89 ft.; 13. North 53 deg. 44 min. 03 sec. East, a distance of 92.86 ft.; 14. North 36 deg. 53 min. 20 sec. East, a distance of 133.56 ft.; 15. North 34 deg. 02 min. 26 sec. East, a distance of 211.93 ft.; 16. North 32 deg. 02 min. 27 sec. East, a distance of 165.42 ft.; 17. North 37 deg. 58 min. 13 sec. East, a distance of 103.89 ft.; 18. North 69 deg. 36 min. 45 sec. East, a distance of 94.23 ft.; 19. South 75 deg. 13 min. 37 sec. East, a distance of 120.32 ft.; 20. South 69 deg. 40 min. 24 sec. East, a distance of 136.84 ft.; 21. South 67 deg. 26 min. 05 sec. East, a distance of 118.48 ft.; 22. South 72 deg. 05 min. 15 sec. East, a distance of 97.50 ft.; 23. South 87 deg. 33 min. 06 sec. East, a distance of 63.37 ft.; 24. North 86 deg. 07 min. 56 sec. East, a distance of 85.23 ft.; 25. North 86 deg. 33 min. 49 sec. East, a distance of 55.99 ft.; 26. North 87 deg. 25 min. 04 sec. East, a distance of 51.63 ft.; 27. North 89 deg. 27 min. 50 sec. East, a distance of 282.63 ft. to a PK nail set with metal flasher in or near the center of said County Road 372, in the West right-of-way line of U.S. Highway No. 75 and the East line of said Risland Mantua 2,304.493 ac., at the most Northerly Northeast corner of the herein described tract; THENCE Southerly, with the West right-of-way line of said U.S. Highway No. 75 and an East line said Risland Mantua 2,304.493 ac., the following calls and distances: 1. South 00 deg. 19 min. 57 sec. West, a distance of 157.21 ft. to a 5/8 inch aluminum capped rebar found 2. South 07 deg. 56 min. 42 sec. West, a distance of 260.00 ft. to a 5/8 inch aluminum capped rebar found; 3. South 13 deg. 01 min. 18 sec. West, a distance of 90.77 ft. to a 5/8 inch aluminum capped rebar found; 4. South 13 deg. 19 min. 08 sec. East, a distance of 158.38 ft. to a 5/8 inch aluminum capped rebar found; 5. South 06 deg. 40 min. 27 sec. West, a distance of 690.13 ft. to a 10 inch wood corner post; 6. South 27 deg. 29 min. 40 sec. West, a distance of 226.76 ft. to a 5/8 inch aluminum capped rebar found; EXHIBIT B: DA Page 56 of 289 Page 10 of 10 7. North 88 deg. 16 min. 00 sec. West, a distance of 27.13 ft. to a 5/8 inch aluminum capped rebar found; 8. South 01 deg. 31 min. 42 sec. East, a distance of 99.77 ft. to a 1/2 inch capped rebar found, stamped RPLS 6578”; 9. South 88 deg. 15 min. 12 sec. East, a distance of 76.93 ft. to a 5/8 inch rebar found; 10. South 19 deg. 29 min. 08 sec. East, a distance of 125.64 ft. to a 5/8 inch rebar found; 11. South 00 deg. 19 min. 57 sec. West, a distance of 92.58 ft. to a 5/8 inch rebar found; 12. South 10 deg. 47 min. 37 sec. East, a distance of 305.87 ft. to a 5/8 inch rebar found; 13. South 06 deg. 13 min. 39 sec. East, a distance of 402.64 ft. to a 5/8 inch rebar found; 14. South 01 deg. 22 min. 49 sec. East, a distance of 299.50 ft. to a 5/8 inch aluminum capped rebar found; 15. South 04 deg. 03 min. 47 sec. West, a distance of 588.55 ft. to a 5/8 inch rebar found; 16. South 18 deg. 07 min. 48 sec. West, a distance of 100.58 ft. to a 1/2 inch capped rebar set, stamped RPLS 6578”; 17. South 02 deg. 24 min. 25 sec. West, a distance of 293.51 ft. to a 5/8 inch rebar found; 18. South 01 deg. 18 min. 32 sec. East, a distance of 197.35 ft. to a 5/8 inch rebar found; 19. South 07 deg. 36 min. 33 sec. West, a distance of 295.70 ft. to a 5/8 inch aluminum capped rebar found; 20. South 15 deg. 51 min. 34 sec. West, a distance of 202.09 ft. to a brass capped monument found; 21. South 07 deg. 39 min. 54 sec. West, a distance of 299.90 ft. to a brass capped monument found; 22. South 00 deg. 36 min. 24 sec. East, a distance of 202.34 ft. to a brass capped monument found; 23. South 07 deg. 35 min. 05 sec. West, a distance of 467.60 ft. to a brass capped monument found; 24. North 88 deg. 37 min. 42 sec. West, a distance of 15.83 ft. to a brass capped monument found; 25. South 00 deg. 49 min. 45 sec. West, a distance of 175.19 ft. to a brass capped monument found; 26. South 07 deg. 52 min. 40 sec. West, a distance of 113.17 ft. to a brass capped monument found; 27. South 88 deg. 30 min. 43 sec. West, a distance of 53.68 ft. to a brass capped monument found; 28. South 00 deg. 38 min. 27 sec. East, a distance of 69.59 ft. to a brass capped monument found; 29. North 89 deg. 26 min. 06 sec. East, a distance of 39.82 ft. to a brass capped monument found; 30. South 46 deg. 34 min. 09 sec. East, a distance of 4.94 ft. to a brass capped monument found; 31. South 07 deg. 38 min. 58 sec. West, a distance of 1,318.58 ft. to a brass capped monument found; 32. South 13 deg. 06 min. 56 sec. West, a distance of 200.42 ft. to a brass capped monument found; 33. South 07 deg. 01 min. 13 sec. West, a distance of 249.88 ft. to a brass capped monument found; 34. South 18 deg. 21 min. 18 sec. West, a distance of 584.03 ft. to a brass capped monument found; 35. South 07 deg. 40 min. 57 sec. West, a distance of 186.12 ft. to a brass capped monument found; 36. South 45 deg. 20 min. 37 sec. West, a distance of 79.29 ft. to a brass capped monument found; 37. South 83 deg. 25 min. 55 sec. West, a distance of 209.32 ft. to a brass capped monument found; 38. South 00 deg. 36 min. 48 sec. East, a distance of 56.51 ft. to a 5/8 inch aluminum capped rebar found in the pavement of said County Road 370, the North line of both said Alam 16.215 ac. and John Elliott Survey and the South line of said Henry Smith Survey, at the most Southerly Southeast corner of both said Risland Mantua 2,304.493 ac. and the herein described tract; THENCE South 89 deg. 11 min. 17 sec. West, with the pavement of said County Road 370, the North line of both said Alam 16.215 ac. and John Elliott Survey and a South line of both said Mantua 2,304.493 ac. and Henry Smith Survey, a distance of 254.37 ft. to a 1/2 inch rebar found at an angle point; THENCE South 88 deg. 36 min. 37 sec. West, continuing with the pavement of said County Road 370, the North line of both said Alam 16.215 ac. and John Elliott Survey and a South line of both said Mantua 2,304.493 ac. and Henry Smith Survey, a distance of 375.33 ft. to the PLACE OF BEGINNING and containing 694.344 ACRES of land. Kate A. Wagner, R.P.L.S. No. 6578 September 8, 2022 EXHIBIT B: DA Page 57 of 289 Page 1 of 3 Exhibit A-1 Tract Two (92.667 ACRES) SITUATED in the County of Collin, State of Texas, and being a part of the Henry Smith Survey, Abstract No. 822, the J.C. Burge Survey, Abstract No. 106, and being a part of the 555.801 acre tract of land (Tract B) conveyed from Viola Lordsmeer, L.P. to Risland Mantua, LLC by Special Warranty Deed dated June 25, 2018 and recorded in Instrument No. 20180625000783630, Official Public Records, Collin County, Texas, and being more particularly described by metes and bounds as follows, to-wit: BEGINNING at a 5/8 inch rebar found in the North line of both the Eli Witt Survey, Abstract No. 997 and the D.R. Horton, LTD 275.00 acre tract of land conveyed by Instrument No. 20210212000310470, said Official Public Records and the South line of said J.C. Burge Survey, at the Southwest corner of the 42.81 acre tract of land conveyed by Instrument No. 200610030014246640, said Official Public Records, at a Southeast corner of said Risland Mantua 555.801 ac. and the most Easterly Southeast corner of the herein described tract; THENCE North 86 deg. 36 min. 27 sec. West, with the North line of both said Eli Witt Survey and D.R. Horton, LTD 275.00 ac. and the South line of both said Burge Survey and Risland Mantua 555.801 ac., a distance of 774.67 ft. to a 1/2 inch rebar found, at the most Eastern Northeast corner of said Henry Smith Survey, the Northwest corner of both said D.R. Horton 275.00 ac. and said Eli Witt Survey, at an Ell corner of both said Risland Mantua 555.801 ac. and the herein described tract; THENCE South 00 deg. 33 min. 34 sec. East, with the West line of both said Eli Witt Survey and D.R. Horton, LTD 275.00 ac. and the East line of both said Henry Smith Survey and Risland Mantua 555.801 ac., a distance of 509.75 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” at the most Southerly Southeast corner of the herein described tract; FROM which a ½ inch rebar found at the most Southerly Southeast corner of said Risland Mantua 555.801 ac. bears South 00 deg. 33 min. 34 sec. East, 4,146.43 ft.; THENCE South 32 deg. 09 min. 36 sec. West, over and across Risland Mantua 555.801 ac., a distance of 1,399.64 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578” in the East right-of-way line of U.S. Highway No. 75 and the West line of said Risland Mantua 555.801 ac., at the most Southerly Southwest corner of the herein described tract; THENCE in a Northeasterly direction, with the East line of said U.S. Highway No. 75 and West lines of said Risland Mantua 555.801 ac., the following calls and distances: 1. North 09 deg. 09 min. 44 sec. East, a distance of 468.21 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578”; 2. North 04 deg. 48 min. 32 sec. East, a distance of 166.27 ft. to a brass capped monument found; 3. North 08 deg. 00 min. 27 sec. East, a distance of 570.88 ft. to a 5/8 inch rebar found; 4. North 07 deg. 33 min. 49 sec. East, a distance of 204.07 ft. to a 1/2 inch capped rebar set, stamped “RPLS 6578”; 5. North 04 deg. 56 min. 12 sec. East, a distance of 408.10 ft. to a 1/2 inch rebar found; 6. North 08 deg. 50 min. 26 sec. East, a distance of 201.65 ft. to a 5/8 inch aluminum capped rebar found; 7. North 03 deg. 46 min. 37 sec. West, a distance of 157.48 ft. to a 5/8 inch aluminum capped rebar found; 8. North 02 deg. 24 min. 26 sec. East, a distance of 297.71 ft. to a 5/8 inch rebar found; 9. North 01 deg. 17 min. 34 sec. West, a distance of 373.25 ft. to a 5/8 inch rebar found; 10. North 03 deg. 24 min. 38 sec. East, a distance of 157.01 ft. to a 5/8 inch rebar found; EXHIBIT B: DA Page 58 of 289 Page 2 of 3 11. North 10 deg. 51 min. 17 sec. East, a distance of 626.29 ft. to a 5/8 inch rebar found; 12. North 39 deg. 04 min. 49 sec. East, a distance of 143.29 ft. to a 5/8 inch rebar found; 13. North 08 deg. 29 min. 33 sec. East, a distance of 132.69 ft. to a 5/8 inch aluminum capped rebar found; 14. South 88 deg. 41 min. 18 sec. East, a distance of 29.74 ft. to a 5/8 inch aluminum capped rebar found; 15. North 01 deg. 36 min. 08 sec. East, a distance of 109.73 ft. to a 5/8 inch aluminum capped rebar found; 16. North 88 deg. 24 min. 26 sec. West, a distance of 31.11 ft. to a 5/8 inch aluminum capped rebar found; 17. North 06 deg. 46 min. 11 sec. West, a distance of 159.76 ft. to a 1/2 inch capped rebar found, stamped “RPLS 6578”; 18. North 34 deg. 41 min. 30 sec. West, a distance of 153.89 ft. to a 5/8 inch aluminum capped rebar found; 19. North 06 deg. 06 min. 32 sec. West, a distance of 469.93 ft. to a 5/8 inch aluminum capped rebar found; 20. North 14 deg. 15 min. 34 sec. West, a distance of 166.73 ft. to a 5/8 inch aluminum capped rebar found; 21. North 00 deg. 20 min. 02 sec. East, a distance of 570.00 ft. to a 5/8 inch aluminum capped rebar found; 22. North 02 deg. 17 min. 36 sec. East, a distance of 48.36 ft. to a ½ inch capped rebar set, stamped “RPLS 6578” at the most Northerly Northwest corner of the herein described tract, FROM which a 5/8 inch aluminum capped rebar found at an angle point of said U.S. Highway No. 75 bears North 02 deg. 17 min. 36 sec. East, 331.91 ft.; THENCE North 88 deg. 46 min. 19 sec. East, over and across said Risland Mantua 555.801 ac., a distance of 473.58 ft. to a 1/2 inch rebar found at the most Westerly Northwest corner of the “called” 60.94 acre tract of land conveyed to LHJH Properties, Ltd., recorded in Instrument No. 20061003001424620, said Official Public Records, an Ell corner of said Mantua 555.801 ac. and the most Northerly Northeast corner of the herein described tract; THENCE South 00 deg. 57 min. 02 sec. East, with a West line of said LHJH Properties “called” 60.94 ac., an East line of said Risland Mantua 555.801 ac., entering the pavement of County Road 374 and continuing with the pavement, a distance of 913.62 ft. to a PK nail set at an angle point; THENCE South 00 deg. 56 min. 52 sec. East, continuing with the pavement of said County Road 374, a West line of said LHJH Properties “called” 60.94 ac. and an East line of said Risland Mantua 555.801 ac., a distance of 689.52 ft. to a 1/2 inch rebar found at the centerline intersection of said County Road 374 with Mantua Road, a public road, at the most Westerly Southwest corner of said LHJH Properties “called” 60.94 ac., at an Ell corner of both said Risland Mantua 555.801 ac. and the herein described tract; THENCE South 89 deg. 39 min. 31 sec. East, with the pavement of said Mantua Road, a South line of said LHJH Properties “called” 60.94 ac. and a North line of said Risland Mantua 555.801 ac., leaving the pavement of said Mantua Road and continuing on said course for a distance of 755.15 ft. to a 1/2 inch rebar found at an Ell corner of said LHJH Properties “called” 60.94 ac. and a Northeast corner of said Risland Mantua 555.801 ac., at the most Easterly Northeast corner of the herein described tract; THENCE South 01 deg. 06 min. 31 sec. West, with a West line of said LHJH Properties “called” 60.94 ac., an East line of said Risland Mantua 555.801 ac., re-entering of the pavement of said Mantua Road, continuing with and leaving the pavement of the same and continuing, passing the most Southerly Southwest corner of said LHJH Properties “called” 60.94 ac. and the Northwest corner of said LHJH EXHIBIT B: DA Page 59 of 289 Page 3 of 3 Properties 42.81 ac. and continuing now with a West line of said LHJH Properties 42.81 ac. for a distance of 2,239.97 ft. to the PLACE OF BEGINNING and containing 92.667 ACRES of land. Kate A. Wagner, R.P.L.S. No. 6578 September 8, 2022 Revised: February 16, 2023 EXHIBIT B: DA Page 60 of 289 EXHIBIT A-2-1, A-2-II and A-2-III Metes and Bounds Descriptions of Liberty 75 Property EXHIBIT B: DA Page 61 of 289 1 EXHIBIT A-2-I MIDDLE TRACT BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County, Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a brass disk TXDOT right of way monument found for the southerly corner of a visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official Public Records of Collin County, Texas; THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, the following: North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner; North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet; North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet; North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument found for corner; North 07°36'56" East, a distance of 123.96 feet to the POINT OF BEGINNING of the herein described tract; THENCE North 07°36'56" East, continuing along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, a distance of 976.04 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears South 73°31’ East, 1.17 feet; THENCE North 09°45'02" East, continuing along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, a distance of 94.61 feet to the northwest corner of said 74.451-acre tract, same being on the southeasterly line of a 170’ wide Texas Power & Light Easement as recorded in Volume 1155, Page 356 & Volume 1306, Page 763, both of the Official Public Records of Collin County, Texas, from which, a found 1/2-iron rod bears North 07°37’ East, 0.71 feet; THENCE North 32°09'34" East, departing the easterly right of way line of said U. S. Highway 75, along the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light Easement, a distance of 52.03 feet to a point for corner; THENCE North 89°26'28" East, departing the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light Easement, crossing said 74.451-acre tract, a distance of 688.50 feet to a point for corner; EXHIBIT B: DA Page 62 of 289 2 THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,102.97 feet to a point for corner; THENCE South 89°26'28" West, continuing across said 74.451-acre tract, a distance of 872.33 feet to the POINT OF BEGINNING and containing 20.064 acres of land, more or less. EXHIBIT B: DA Page 63 of 289 1 EXHIBIT A-2-II NORTH TRACT BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County, Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a brass disk TXDOT right of way monument found for the southerly corner of a visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official Public Records of Collin County, Texas; THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, the following: North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner; North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet; North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet; North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument found for corner; North 07°36'56" East, a distance of 1,100.00 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears South 73°31’ East, 1.17 feet; North 09°45'02" East, continuing along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, a distance of 94.61 feet to the northwest corner of said 74.451-acre tract, same being on the southeasterly line of a 170’ wide Texas Power & Light Easement as recorded in Volume 1155, Page 356 & Volume 1306, Page 763, both of the Official Public Records of Collin County, Texas, from which, a found 1/2-iron rod bears North 07°37’ East, 0.71 feet; THENCE North 32°09'34" East, departing the easterly right of way line of said U. S. Highway 75, along the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light Easement, a distance of 52.03 feet to the POINT OF BEGINNING of the herein described tract; THENCE North 32°09'34" East, continuing along the northwest line of said 74.451-acre tract and the southeast line of said 170’ wide Texas Power & Light Easement, a distance of 1,273.79 feet to a point for corner, from which, a 1/2-inch iron rod with an orange cap, stamped “RPLS 6578” bears North 32°09'34" East, 74.00 feet; THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,071.69 feet to a point for corner; EXHIBIT B: DA Page 64 of 289 2 THENCE South 89°26'28" West, continuing across said 74.451-acre tract, a distance of 688.50 feet to the POINT OF BEGINNING and containing 4.469 acres of land, more or less. EXHIBIT B: DA Page 65 of 289 1 EXHIBIT A-2-III SOUTH TRACT BEING a tract of land situated in the Henry Smith Survey, Abstract No. 822, City of Anna, Collin County, Texas, and being a portion of a called 74.451-acre tract of land described in a deed to Liberty 75, LP, as recorded in Instrument No. 2024000024415 of the Official Public Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a brass disk TXDOT right of way monument found for the southerly corner of a visibility clip at the westerly, southwest corner of said 74.451-acre tract, same being on the easterly right of way line of U. S. Highway 75, a variable width right of way, as described in a called 9.306-acre tract of land, conveyed to the State of Texas, as recorded in Instrument No. 20170920001260330 of the Official Public Records of Collin County, Texas; THENCE in a northerly direction, along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, the following: North 43°05'07" West, along said visibility clip, a distance of 74.58 feet to a point for corner; North 01°01'07" West, a distance of 669.59 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears South 84°27’ East, 0.85 feet; North 05°53'54" East, a distance of 300.13 feet to a point for corner, from which, a found brass disk TXDOT right of way monument bears North 04°56’ East, 0.37 feet; North 06°23'15" East, a distance of 700.16 feet to a brass disk TXDOT right of way monument found for corner; North 07°36'56" East, a distance of 123.96 feet to a point for corner; THENCE North 89°26'28" East, departing the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, crossing said 74.451-acre tract, a distance of 872.33 feet to a point for corner; THENCE South 00°33'32" East, continuing across said 74.451-acre tract, a distance of 1,787.92 feet to the beginning of a non-tangent curve to the right with a radius of 790.00 feet, a central angle of 04°10'17", and a chord bearing and distance of South 87°04'49" West, 57.50 feet; THENCE in a westerly direction, continuing across said 74.451-acre tract, with said non-tangent curve to the right, an arc distance of 57.52 feet to a point for corner; THENCE South 89°09'58" West, continuing across said 74.451-acre tract, a distance of 427.84 feet to the beginning of a tangent curve to the left with a radius of 1,260.00 feet, a central angle of 12°43'32", and a chord bearing and distance of South 82°48'12" West, 279.27 feet; THENCE in a westerly direction, continuing across said 74.451-acre tract, with said tangent curve to the left, an arc distance of 279.85 feet to the beginning of a reverse curve to the right with a radius of 1,139.84 feet, a central angle of 06°32'52", and a chord bearing and distance of South 79°42'50" West, 130.19 feet; EXHIBIT B: DA Page 66 of 289 2 THENCE in a westerly direction, continuing across said 74.451-acre tract, with said reverse curve to the right, an arc distance of 130.26 feet to a point for corner on the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75; THENCE North 84°51'36" West, along the westerly line of said 74.451-acre tract and the easterly right of way line of said U. S. Highway 75, a distance of 61.90 feet to the POINT OF BEGINNING and containing 40.045 acres of land, more or less. EXHIBIT B: DA Page 67 of 289 EXHIBIT A-3 Metes and Bounds Description of the Thornton Property EXHIBIT B: DA Page 68 of 289 Exhibit A-3 Thornton Tract BEING a tract of land situated in the Joseph Britton Survey Survey, Abstract No. 72, Collin County, Texas, and being all of a called 103-acre tract of land described in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877560, Official Public Records, Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found for the southeast corner of said 103-acre tract, common to the westernmost southwest corner of a called 694.344-acre tract of land described as Tract One in a deed to Liberty 800, LP, recorded in Instrument No. 2023000025691, said Official Public Records, common to the northwest corner of a called 52.771-acre tract of land described in a deed to Janis Real Estate, recorded in Instrument No. 2022040000632060, said Official Public Records, common to the northeast corner of a called 103.991-acre tract of land described in a deed to Mohammad Ali Monouchehripour, recorded in Volume 5200, Page 5012, Land Records, Collin County, Texas, same also being in County Road No. 290 (public use right-of-way, no record found); THENCE South 89°51'39" West, departing said County Road No. 290 and with the common line of said 103-acre tract and said 103.991-acre tract, a distance of 1,815.28 feet to a 1/2-inch iron rod with plastic cap “Illegible” found for the northwest corner of said 103.991-acre tract, common to the northeast corner of a called 11.000-acre tract of land described in a deed to Mathew T. Benton, et ux, recorded in Instrument No. 20170316000337930, said Official Public Records; THENCE South 89°46'58" West, with the common line of said 103-acre tract and said 11.000- acre tract, a distance of 491.25 feet to a 5/8-inch iron rod with red plastic cap stamped “KHA” set for the southwest corner of said 103-acre tract; THENCE North 01°49'44" East, departing the northerly line of said 11.000-acre tract and with the westerly line of said 103-acre tract and the easterly lines of a called 10.000-acre tract of land described in a deed to Angela Reston, recorded in Instrument No. 20130816001163630, said Official Public Records, and a called 45.002-acre tract of land described in a deed to Angela Reston, recorded in Instrument No. 20130816001163610, said Official Public Records, and generally along the center of County Road No. 289 (public use right-of-way, no record found), a distance of 617.13 feet to a PK nail set for corner; THENCE North 00°56'55" East, continuing with the westerly line of said 103-acre tract and the easterly line of said 45.002-acre tract, and with the easterly line of a called 25.2172-acre tract of land described in a deed to Shawn C. & Latricia G. Smith, recorded in Instrument No. 20210112000065970, said Official Public Records, and continuing generally along the center of said County Road No. 289, a distance of 751.13 feet to a PK nail set for corner; THENCE North 00°23'27" West, continuing with the westerly line of said 103-acre tract and the easterly line of said 25.2172-acre tract, and with the easterly line of a called 9.213-acre tract of land described in a deed to Timothy J. Kennedy and Thomas W. Kennedy, recorded in Instrument No. 20140814000866610, said Official Public Records, and continuing generally along the center of said County Road No. 289, a distance of 628.28 feet to a PK nail set for the northwest corner of said 103-acre tract, common to the southwest corner of a called 105-acre tract of land described in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877690, said Official Public Records; EXHIBIT B: DA Page 69 of 289 THENCE North 89°12'22" East, departing the easterly line of said 9.213-acre tract and said County Road No. 289, and with the northerly line of said 103-acre tract and the southerly lines of said 105-acre tract and a called 40-acre tract of land described in a deed to The Thornton Family Trust, recorded in Instrument No. 20210430000877470, said Official Public Records, and a called 2304.493-acre tract of land described as Tract F in a deed to Risland Mantua, LLC, recorded in Instrument No. 20180625000783630, said Official Public Records and in Instrument No. 2018- 14251, Official Public Records, Grayson County, Texas, and generally along the center of County Road No. 1101 (public use right-of-way, no record found), a distance of 2,235.58 feet to a PK nail set for the northeast corner of said 103-acre tract, common an angle point in the southerly line of said Tract F, same being on the westerly line of a called 10.669-acre tract of land described in a deed to Delmore A.M. Church and Joyce Church, recorded in Volume 702, Page 585, said Land Records, same also being the intersection of said County Road No. 1101 and the aforementioned County Road No. 290; THENCE South 01°14'56" East, departing the southerly line of said Tract F and with the common line of said 103-acre tract and said 10.669-acre tract, and generally along the center of said County Road No. 290, a distance of 890.33 feet to a PK nail set for the southwest corner of said 10.669-acre tract, common to the westernmost northwest corner of the aforementioned Tract One, from which a PK nail found for witness bears North 75°05'07” West, 1.12 feet; THENCE South 01°12'42" East, with the common line of said 103-acre tract and said Tract One, and continuing generally along the center of said County Road No. 290, a distance of 1,130.95 feet to the POINT OF BEGINNING and containing 4,544,381 square feet or 104.325 acres of land, more or less. EXHIBIT B: DA Page 70 of 289 EXHIBIT A-4 Metes and Bounds Description of the Janis RE Property EXHIBIT B: DA Page 71 of 289 Exhibit A-4 Janis RE Tract BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, City of Anna, Collin County, Texas, and being all of a called 52.771-acre tract of land, described in a Warranty Deed to Janis Real Estate, recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a 1/2-inch iron rod found in County Road 290, an apparent public use right of way, no record found, for the northwest corner of said 52.771-acre tract, same being the westerly, southwest corner of Tract One (called 694.334-acres), described in a deed to Liberty 800, LP, recorded in Instrument No. 2023000025691 of the Official Public Records of Collin County, Texas THENCE North 88°29'13" East, departing said County Road 290, along the northerly line of said 52.771-acre tract and a southerly line of said Tract One (called 694.334-acres), passing at a distance of 22.66 feet, a found 1/2-inch iron rod, passing at a distance of 1,915.36 feet, a found 5/8-inch iron rod, continuing for a total distance of 1,940.95 feet to a point for corner in an unnamed stream; THENCE in a southeasterly direction, along a southwesterly line of said Tract One (called 694.334-acres), and along the meanders of said stream, the following: South 33°10'55" East, a distance of 12.05 feet to a point for corner; North 77°29'33" East, a distance of 63.05 feet to a point for corner; South 31°24'12" East, a distance of 45.14 feet to a point for corner; South 20°44'38" West, a distance of 41.43 feet to a point for corner; South 51°05'09" East, a distance of 29.42 feet to a point for corner; South 74°15'03" East, a distance of 25.54 feet to a point for corner; North 89°23'21" East, a distance of 70.37 feet to a point for corner; South 23°39'03" East, a distance of 52.95 feet to a point for corner; South 67°42'02" East, a distance of 33.33 feet to a point for corner; North 87°34'10" East, a distance of 28.77 feet to a point for corner; North 72°45'56" East, a distance of 40.53 feet to a point for corner; North 61°06'37" East, a distance of 35.06 feet to a point for corner; North 70°57'23" East, a distance of 52.73 feet to a point for corner; South 45°16'16" East, a distance of 161.75 feet to a point for corner; South 78°02'53" East, a distance of 43.16 feet to a point for corner; EXHIBIT B: DA Page 72 of 289 South 48°41'18" East, a distance of 61.75 feet to a point for corner; South 26°20'00" East, a distance of 52.30 feet to a point for corner; South 41°31'56" East, a distance of 71.58 feet to a point for corner; South 61°04'09" East, a distance of 43.45 feet to a point for corner; South 74°50'18" East, a distance of 51.31 feet to a point for corner; South 67°40'27" East, a distance of 74.73 feet to a point for corner; North 78°02'05" East, a distance of 27.52 feet to a point for corner; North 55°10'00" East, a distance of 27.35 feet to a point for corner; South 43°24'18" East, a distance of 52.01 feet to a point for corner; South 11°56'26" East, a distance of 54.70 feet to a point for corner; South 35°23'19" East, a distance of 27.58 feet to a point for corner; North 76°58'39" East, a distance of 33.36 feet to a point for corner; South 74°58'05" East, a distance of 33.79 feet to a point for corner; North 84°50'03" East, a distance of 47.01 feet to a point for corner; South 67°01'29" East, a distance of 30.31 feet to a point for corner; South 25°25'26" East, a distance of 47.54 feet to a point for corner; South 83°06'16" East, a distance of 148.71 feet to a point for corner; South 27°26'38" East, a distance of 22.31 feet to a point for corner; South 20°24'50" West, a distance of 33.05 feet to a point for corner; South 81°00'45" West, a distance of 25.03 feet to a point for corner; South 22°14'44" West, a distance of 25.85 feet to a point for corner; South 71°22'19" East, a distance of 21.59 feet to a point for corner; South 17°12'14" East, a distance of 18.36 feet to a point for corner; South 43°03'46" West, a distance of 28.01 feet to a point for corner; South 77°43'43" West, a distance of 16.69 feet to a point for corner; South 53°06'48" West, a distance of 15.77 feet to a point for corner; EXHIBIT B: DA Page 73 of 289 South 13°04'46" East, a distance of 18.22 feet to a point for corner; South 86°18'51" East, a distance of 19.60 feet to a point for corner; North 64°02'23" East, a distance of 41.91 feet to a point for corner; South 87°03'39" East, a distance of 12.89 feet to a point for corner; South 44°49'18" East, a distance of 31.14 feet to a point for corner; South 72°20'36" East, a distance of 44.01 feet to a point for corner; South 10°24'46" East, a distance of 17.30 feet to a point for corner; South 50°40'12" West, a distance of 42.51 feet to a point for corner; South 26°45'33" West, a distance of 14.91 feet to a point for corner; South 22°54'12" East, a distance of 86.03 feet to a point for corner; North 68°54'13" East, a distance of 27.87 feet to a point for corner; South 83°50'31" East, a distance of 22.51 feet to a point for corner; South 55°20'43" East, a distance of 26.96 feet to a point for corner; South 30°12'42" West, a distance of 86.18 feet to a point for corner; South 18°54'48" East, a distance of 46.25 feet to a point for corner; South 70°40'03" East, a distance of 3.83 feet to the southeast corner of said 52.771-acre tract, same being on the northerly line of a called 48.900-acre tract of land described in a deed to Donna Gail Peeler, recorded in Volume 4972, Page 5535 of the Land Records of Collin County, Texas; THENCE South 88°38'34" West, departing said stream, along the southerly line of said 52.771- acre tract and the northerly line of said 48.900-acre tract, a distance of 1,014.81 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for a southwest corner of said 52.771-acre tract; THENCE North 05°10'28" East, departing the northerly line of said 48.900-acre tract and along an easterly line of said 52.771-acre tract, a distance of 536.25 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for a corner; THENCE South 88°39'14" West, along a southerly line of said 52.771-acre tract, a distance of 644.48 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for corner; THENCE South 03°09'12" East, along an easterly line of said 52.771-acre tract, a distance of 467.12 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner; EXHIBIT B: DA Page 74 of 289 THENCE South 88°38'34" West, along a southerly line of said 52.771-acre tract, a distance of 1,253.06 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE North 00°58'35" West, along an easterly line of said 52.771-acre tract, a distance of 606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE South 89°01'25" West, along a southerly line of said 52.771-acre tract, a distance of 455.00 feet to a MAG Nail found for the westerly, southwest corner of said 52.771-acre tract, same being in aforesaid County Road 290; THENCE North 00°58'35" West, along the westerly line of said 52.771-acre tract and along said County Road 290, a distance of 389.53 feet to the POINT OF BEGINNING and containing 52.750 acres (2,297,787 square feet) of land, more or less. EXHIBIT B: DA Page 75 of 289 EXHIBIT A-5 Metes and Bounds Description of the Janis Property EXHIBIT B: DA Page 76 of 289 Exhibit A-5 Jay and Irene Janis Tract (16 ac) BEING a tract of land situated in the Zachariah Roberts Survey, Abstract No. 760, City of Anna, Collin County, Texas, and being a portion of a called 68.835-acre tract of land, described in a Warranty Deed, recorded in County Clerk’s File No. 96-0069284 of the Official Public Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a MAG nail found in County Road 290, an apparent public use right of way, no record found, for the southwest corner of said 52.771-acre tract, same being the northwest corner of a called 48.900-acre tract of land described in a deed to Donna Gail Peeler, recorded in Volume 4972, Page 5535 of the Land Records of Collin County, Texas; THENCE North 00°58'35" West, along the westerly line of said 68.835-acre tract and along said County Road 290, a distance of 675.42 feet to a MAG Nail found for the westerly, southwest corner of a called 52.771-acre tract of land, described in a Warranty Deed to Janis Real Estate, recorded in Instrument No. 20220420000632060 of the Official Public Records of Collin County, Texas; THENCE North 89°01'25" East, departing the westerly line of said 68.835-acre tract and said County Road 290, along a southerly line of said 52.772-acre tract, a distance of 455.00 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE South 00°58'35" East, along an easterly line of said 52.771-acre tract, a distance of 606.39 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE North 88°38'34" East, along a southerly line of said 52.771-acre tract, a distance of 1,253.06 feet to a 1/2-inch iron rod with an unreadable plastic cap found for corner; THENCE North 03°09'12" West, along an easterly line of said 52.771-acre tract, a distance of 467.12 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for corner; THENCE North 88°39'14" East, along a southerly line of said 52.771-acre tract, a distance of 644.48 feet to a 5/8-inch iron rod with a plastic cap, stamped “NTS” found for corner; THENCE South 05°10'28" West, along an easterly line of said 52.771-acre tract, a distance of 536.25 feet to a 1/2-inch iron rod with a plastic cap, stamped “PRECISE LAND SURVEY” found for a southwest corner of said 52.771-acre tract, same being on the southerly line of said 68.835- acre tract and the northerly line of said 48.900-acre tract; THENCE South 88°38'34" West, along the southerly line of said 68.835-acre tract and the northerly line of said 48.900-acre tract, a distance of 2,277.35 feet to the POINT OF BEGINNING and containing 16.348 acres (712,115 square feet) of land, more or less. EXHIBIT B: DA Page 77 of 289 EXHIBIT B Depiction of the Property EXHIBIT B: DA Page 78 of 289 LIBERTY HILLS - ANNA, TEXASJANUARY2024 ZONING DISTRICT MAP - EXHIBIT B EXISTING LAKE EXISTING GOLF EXISTING LAKE ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: MU, MF, C-1, C-2 ALLOWED USES: C-1, C-2 ALLOWED USES: C-1, C-2, MU ALLOWED USES: C-1, C-2, I-1, I-2, MF, MU ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME, MD-SINGLE-FAMILY ATTACHED, DUPLEX, MF ALLOWED USES: C-1, C-2, MF, MU ALLOWED USES: MF, C-1, C-2, MU ALLOWED USES: C-1, C-2, MF, MU ALLOWED USES: C-1, C-2, MF, MU, I-1, I-2 ALLOWED USES: C-1, C-2, MF, MU, I-1, I-2 ALLOWED USES: MF, C-1, C-2, MU ALLOWED USES: MF, C-1, C-2, MU ALLOWED USES: I-1, I-2. C-1, C-2, MF, MU ALLOWED USES: C-1, C-2 ALLOWED USES: MF, MU, C-1, C-2 ALLOWED USES: C-1, C-2, I-1, I-2, MF, MU ALLOWED USES: MU, MF, C-1, C-2 ALLOWED USES: C-1, C-2 ALLOWED USES: C-1, C-2, I-1, I-2 ALLOWED USES: C-1, C-2, MU ALLOWED USES: C-1, C-2, I-1, I-2, MF, MU ALLOWED USES: C-1, C-2, MF, MU ALLOWED USES: MF, C-1, C-2, MU ALLOWED USES: C-1, C-2, MF, MU ALLOWED USES: MF, C-1, C-2, MU ALLOWED USES: I-1, I-2. C-1, C-2, MF, MU ALLOWED USES: C-1, C-2 ALLOWED USES: MF, MU, C-1, C-2 EXISTING GOLF AMENITY CENTER ALLOWED USES: C-1, C-2, MF, MU, MD ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME AMENITY CENTER ALLOWED USES: SF-8.4, SF-7.2, SF-6.0, MD-SINGLE-FAMILY DETACHED GARDEN HOME 0’ Scale: 1”= 400’ 800’1600’400’0’ Scale: 1”= 400’ 800’1600’400’ GOLFEXTENSIONGOLFEXTENSION US-75 NUS-75 NUS-75 NALLOWED USES:C-1, C-2, I-1, I-2 ALLOWED USES:C-1, C-2, I-1, I-2, MF, MU ALLOWED USES: C-1, C-2, MF, MU, I-1, I-2 ALLOWED USES: C-1, C-2, EXHIBIT B: DA Page 79 of 289 EXHIBIT C Illustrative Layout EXHIBIT B: DA Page 80 of 289 LIBERTY HILLS - ANNA, TEXASJANUARY2024 0’ Scale: 1”= 400’ 800’1600’400’ 1.8 AC) 5.2 AC) 6.5 AC) 28.8 AC) 25.5 AC) EXISTING LAKE 8.8 AC) OPEN SPACE 22.1 AC) 8.47 AC) 17.0 AC) 44.0 AC) GOLF EXTENSION EXISTING GOLF 33.1 AC) 20.0 AC) 40.0 AC) 25.5 AC) 5.3 AC) 5.8 AC) 51.3 AC) 65.2 AC) 15.0 AC) 14.4 AC) 31.8 AC) 15.8 AC) 52.8 AC) 16.1 AC) EXISTING LAKE FIRE STATION (4.1 AC) GOLF EXTENSION EXISTING GOLF ILLUSTRATIVE LAYOUT - EXHIBIT E 22.1 AC) 22.9 AC) (12.8 AC) (11.0 AC) 53.1 AC) 8.65 AC) 2.3 AC) 2.6 AC) 13.8 AC) EXISTING LAKE OPEN SPACE GOLF EXTENSION EXISTING GOLF US- 75 NUS-75 NUS-75N0’ Scale: 1”= 400’ 800’1600’400’ 1.8 AC) 5.2 AC) 6.5 AC) 28. 8 AC)25.5 AC) EXISTING LAKE 8.8 AC)OPEN SPACE 22.1 AC) 8.47 AC) 17.0 AC)44. 0 AC)GOLF EXTENSION EXISTING GOLF 33.1 AC) 20. 0 AC)40.0 AC)ROSAMOND CROSSING 25.5 AC) 5.3 AC) 5.8 AC) 51.3 AC) 65.2 AC) 15.0 AC) 14.4 AC) 31.8 AC) 15.8 AC) 52. 8 AC)16. 1 AC) EXISTING LAKE GOLF EXTENSION EXISTING GOLF22.1 AC)22.9 AC) ( 12.8 AC) ( 11.0 AC) 53.1 AC) 8.65 AC) 2.3 AC)2.6 AC) AMENITY CENTER 13. 8 AC) EXISTING LAKE OPEN EXHIBIT B: DA Page 81 of 289 EXHIBIT D Development Standards EXHIBIT B: DA Page 82 of 289 1 EXHIBIT D DEVELOPMENT REGULATIONS FOR LIBERTY HILLS The permitted uses and standards for development of the Property shall be in accordance with the Single- Family Residential District (SF-8.4), Single-Family Residential District (SF-7.2), Single-Family Residential District (SF-6.0), Mixed-Density Residential District (MD - Single-Family Garden Home, Single-Family Attached, Single-Family Duplex), Multi-Family Residential District (MF), Local Commercial District (C-1), Regional Commercial District (C-2), Mixed-Use District (MU), Light Industrial District (I-1), and Heavy Industrial District (I-2) of the Zoning Ordinance and applicable City Regulations, except as amended and modified in these Development Regulations and this Agreement including without limitation the City’s Planning and Development Regulations. Disclaimer: Zoning Ordinance modifications set forth herein are specifically related to the Property associated with this Development Agreement and shall not apply to any additional areas within or outside of the city limits. Illustrative Layout; Conflicts and Terms. 1. Development shall generally comply with Exhibit C – “Illustrative Layout”. Where there is a conflict between the Illustrative Layout and these Development Regulations, these Development Regulations shall control. 2. Changes to the Illustrative Layout which do not significantly alter the basic relationship of the proposed single-family development area to adjacent property and which do not significantly alter the uses permitted or significantly increase the density, building height, or coverage of the site and which do not significantly decrease the off-street parking ratio, reduce the yards provided at the boundary of the site, all as indicated in these Development Regulations, may be authorized by the Director of Development Services or his/her designee when the revised Concept Plan generally conforms to the intent of the original Planned Development. Significant changes to the Illustrative Plan shall be approved by City Council. A Concept Plan will be required as part of the zoning process and be approved by City council. Where there is a conflict between the Illustrative Layout and the Concept Plan, the concept Plan shall control. 3. These Development Regulations and the City’s Ordinances in effect at the time these Development Regulations were prepared shall control development of the project. Where there is a conflict between these Development Regulations and the City’s Zoning Ordinance, these Development Regulations shall control. Upon approval of a Planned Development District in accordance with these Development Regulations, the Planned Development shall control. 4. Terms that are not defined in these Development Regulations shall have the meanings ascribed to such terms in the City’s Zoning Ordinance or the Development Agreement, as applicable. When there is a conflict between the City’s Zoning Ordinance and the Development EXHIBIT B: DA Page 83 of 289 2 Agreement, the Development Agreement shall control. 5. Allowable land uses are identified on Exhibit B – “Zoning District Map” of the Development Agreement. 6. Multi-family residential units shall be setback a minimum of 200’ from the approximate centerline of U.S. Highway 75. Single-family residential uses shall be setback a minimum of 800’ from the approximate centerline of U.S. Highway 75. A. Multi-family residential includes multi-family dwellings and dwellings within mixed-use buildings, and live-work units, B. Single-family uses include attached and detached single-family dwellings, two family dwellings, single-unit or duplex-unit park, and townhome units. 7. Maximum number of residential units (combined total of S-8.4, SF-7.2, SF-6.0, MF, MD, and MU districts): 5,000 units. A. Maximum number of MF and MU units 60% B. Maximum number of Single-Family and MD units 40% i. Maximum number of MD units 30% ii. Maximum number of SF-6.0 units 45% iii. Minimum number of SF-7.2 units 20% iv. Minimum number of SF-8.4 units 58 Lot sizes may be mixed within each area to provide additional options and character to the project. 8. Fencing: A. All fences backing or siding onto Standridge Boulevard, Mantua Parkway, CR 290 and CR 289 shall be solid masonry construction. B. All fences backing or siding on to creek corridors (greenbelts), linear park areas, or open space areas shall be ornamental metal fences, such as wrought iron or tubular steel. All wood privacy fencing between residences shall be at least six feet in height. Wood fencing shall be stained and sealed. Plastic and chain link fencing is prohibited. C. All fences backing or siding on to pocket parks, common areas and the project perimeter shall be uniform wood (board on board) construction measuring at least six feet in height. D. Allowable fencing materials are further identified on Exhibit D-1– “Fence Exhibit” of these Development Standards. 9. A minimum 20-foot-wide common area tract to be owned and maintained by the homeowners’ association will be required along both sides of Mantua Parkway, Standridge Boulevard, CR 290 and CR 289 as shown on the Illustrative Layout. Within the 20-foot-wide common area tract, Developer shall be required to plant one large tree (minimum of three-inch caliper and EXHIBIT B: DA Page 84 of 289 3 seven feet height at the time of planting) per 50 linear feet of screening wall and one ornamental tree per 30 feet of screening wall. Trees may be grouped or clustered to facilitate site design. 10. Private Amenities: A. The creek corridors (greenbelts), pocket parks, and linear park areas shall be provided in the general locations shown on the Illustrative Layout; provided, however, that the final locations of the greenbelt, pocket parks and linear park areas shall be determined at the time of Concept Plan approval and may be approved in phases per platting approval. The Director of Development Services or his/her designee is authorized to administratively approve modifications to the locations of the creek corridors, pocket parks and linear park areas during the platting stage or the permitting stage. Developer may receive credit against Park Development and Park Dedication Fees for these areas as set forth in the Development Agreement. B. The location of the trail system shall be in general conformance with the Illustrative Layout; provided, however, that the final locations of the trail system shall be determined at the time of civil engineering plan approval and may be approved in phases per platting approval. The Director of Development Services or his/her designee is authorized to administratively approve modifications to the locations of the trail system during the platting stage or the permitting stage. C. Two private amenity center facilities shall be provided as part of the single- family development in the general locations shown on the Illustrative Layout. 11. Public Parks and Amenities: A. The creek corridors (greenbelts), linear park areas and trail system shown on the Illustrative Layout shall be accessible and open to the general public. Upon approval of the Park Board, City Council, and City staff of park land dedication documents and construction plans for park amenities and trail system improvements in-line with the Anna 2050 Parks, Open Space, Trails, & Recreation Master Plan, the Developer will receive credit against Park Development and Park Dedication Fees for these areas as set forth in the Development Agreement. 12. Infrastructure Improvements: As shown on the Illustrative Layout Mantua Parkway shall be dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; Rosamond Parkway shall be dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; Standridge Parkway shall be dedicated with a 90’ R.O.W. as a 4 lane divided arterial; Buddy Hayes Boulevard, between Rosamond Parkway and Mantua Parkway, shall be dedicated with an 80’ R.O.W. as a 4 lane undivided arterial; Buddy Hayes Boulevard, north of Mantua Parkway, shall be dedicated with an 80’ R.O.W. as a 4 lane undivided arterial; CR 289 shall be dedicated with a 120’ R.O.W. as a 6 lane divided principal arterial; CR 290 shall be dedicated with a 60’ R.O.W. EXHIBIT B: DA Page 85 of 289 4 as a 2 lane undivided minor collector; and CR 371, west of Buddy Hayes Boulevard, shall be dedicated with a 60’ R.O.W. as a 2 lane undivided minor collector. EXHIBIT B: DA Page 86 of 289 5 ARTICLE 9.02 SUBDIVISION REGULATIONS For the purpose of this document, Deletions of certain regulation provisions that are not applicable are indicated in strikethrough text and Additions or Changes (i.e., added or revised development standards that are in addition to or differ from existing regulation provisions) are indicated with Green text.) 1. Sec. 9.02.086 Sidewalks a) Provided in Residential and Nonresidential Areas 1) Pedestrian concrete walkways (sidewalks) not less than the following width shall be provided along both sides of newly constructed streets as follows: Street Type Sidewalk Width Arterial 6 feet Divided and undivided collector 6 feet Neighborhood collector 6 feet Local residential 6 feet 5 feet 2) Construction standards for sidewalks shall be as set forth in the City’s design standards. 3) Concrete trails identified on the Illustrative Layout shall be 10 feet wide. EXHIBIT B: DA Page 87 of 289 6 ARTICLE 9.03 DESIGN STANDARDS 1. Sec. 2 Streets Table 2.1 GEOMETRIC DESIGN STANDARDS Design Element Principal Arterial Divided Minor Arterial Divided Minor Arterial Undivided Major Collector Undivided Minor Collector Undivided Local Number of Traffic Lanes 6 4 4 4 2 2 Maximum Lane Width Feet) 12 12 12 11 11+ 15 Minimum RW Width * Feet) 120 90 80 80 60 50 Design Speed MPH) 45 40 40 40 35 25 Stopping Sight distance (Feet) 400 325 325 325 325 325 Median Width Feet) 16 14 14 - - - Minimum Lateral Clearance feet) 6 6 6 6 6 - Parking Permitted No No No No Com. Some / Res. Yes Res. Yes Minimum Horizontal Centerline Curvature Feet) 1200 850 850 Com. 700 Res. 600 Com. 500 Res. 350 Res. 200 Elbow 50’ RIGHT-OF-WAY REQUIREMENTS FOR STATE HIGHWAY AND/OR THE PROVISION OF RIGHT TURN LANES OR OTHER INTERSECITON IMPROVMEENTS MAY EXCEED THIS MINIMUM RW STANDARDS. LARGER MEDIANS MAY BE REQUIRED TO PROVDE FOR MULTIPLE TURN LANES. LOCAL RESIDNETIAL CULD-DE-SACS SHALL HAVE A MINIMUM RW RADIUS OF FIFTY FEET 50’). EXHIBIT B: DA Page 88 of 289 7 ARTICLE 9.04 ZONING ORDINANCE 1. Sec. 9.04.014 Single-Family Residential (SF-8.4) District c) Dimensional Standards. Development in the Single-Family Residential (SF-8.4) district shall follow Table 7: Single-Family Residential (SF-8.4) District Dimensional Standards. Table 7: Single-Family Residential (SF-8.4) District Dimensional Standards Single-Family Residential (SF-8.4) District Dimensional Standards Lot Requirements A Lot Area (min.) 8,400square feet 1 B Lot Width (min.) 70 feet C Lot Depth (min.) 120 feet 1 D Lot Coverage (max.) 50% 65%1 Setback Requirements E Front Yard (min.) 15 feet 2 F Rear Yard (min.) 20 feet 3 G Side Yard (min.) 7 5 feet H Corner Side Yard (min.) 15 feet Building Requirements I Building Height (max.) 35 feet J Minimum Building Square Footage4 100% - 2,200 sf 50% - 2,800 sf Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards 1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000 square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be increased to 70%. 2 Front facing garage doors shall be no closer than 20 feet from the front property line. 3 Covered, non-enclosed patios may encroach up to 5’. 4 Minimum Building Square Footage shall mean the net internal building square footage of air-conditioned interior space. EXHIBIT B: DA Page 89 of 289 8 2. Sec. 9.04.015 Single-Family Residential (SF-7.2) District c) Dimensional Standards. Development in the Single-Family Residential (SF-7.2) district shall follow Table 8: Single-Family Residential (SF-7.2) District Dimensional Standards. Table 8: Single-Family Residential (SF-7.2) District Dimensional Standards Single-Family Residential (SF-7.2) District Dimensional Standards Lot Requirements A Lot Area (min.) 7,200 square feet 1 B Lot Width (min.) 60 feet C Lot Depth (min.) 120 feet 1 D Lot Coverage (max.) 50% 60% 1 Setback Requirements E Front Yard (min.) 15 feet 2 F Rear Yard (min.) 20 feet 3 G Side Yard (min.) 5 feet H Corner Side Yard (min.) 15 feet Building Requirements I Building Height (max.) 35 feet J Minimum Building Square Footage4 100% - 1,800 sf 75% - 2,200 sf 50% - 2,400 sf Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards 1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000 square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be increased to 70%. 2 Front facing garage doors shall be no closer than 20 feet from the front property line. 3 Covered, non-enclosed patios may encroach up to 5’. 4 Minimum Building Square Footage shall mean the net internal building square footage of air-conditioned interior space. EXHIBIT B: DA Page 90 of 289 9 3. Sec. 9.04.016 Single-Family Residential (SF-6.0) District c) Dimensional Standards. Development in the Single-Family Residential (SF-6.0) district shall follow Table 9: Single-Family Residential (SF-6.0) District Dimensional Standards. Table 9: Single-Family Residential (SF-6.0) District Dimensional Standards Single-Family Residential (SF-6.0) District Dimensional Standards Lot Requirements A Lot Area (min.) 6,000 square feet 1 B Lot Width (min.) 50 feet C Lot Depth (min.) 120 feet 1 D Lot Coverage (max.) 50% 65% 1 Setback Requirements E Front Yard (min.) 20 15 feet 2 F Rear Yard (min.) 20 feet 3 G Side Yard (min.) 5 feet H Corner Side Yard (min.) 15 feet Building Requirements I Building Height (max.) 35 feet J Minimum Building Square Footage4 100% - 1,700 sf 75% - 2,000 sf 50% - 2,200 sf Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards 1 For lots located in cul-de-sacs or at knuckles lot area shall be reduced to 7,000 square feet; lot depth shall be reduced to 100 feet; and lot coverage shall be increased to 70%. 2 Front facing garage doors shall be no closer than 20 feet from the front property line. 3 Covered, non-enclosed patios may encroach up to 5’. 4 Minimum Building Square Footage shall mean the net internal building square footage of air-conditioned interior space. EXHIBIT B: DA Page 91 of 289 10 4. Sec. 9.04.017 Mixed-Density Residential (MD) District c) Dimensional Standards. Development in the Mixed-Density Residential (MD) district shall follow Table 10: Mixed-Density Residential (MD) District Single-Family Garden Home, Single-Family Attached, Duplex Dimensional Standards. Table 10: Mixed-Density Residential (MD) District Dimensional Standards Mixed-Density Residential (MD) District Single-Family Garden Home Dimensional Standards Lot Requirements A Lot Area (min.) 4,500 4,800 square feet B Lot Width (min.) 25 feet C Lot Depth (min.) 80 feet D Lot Coverage (max.) 60% 70% Setback Requirements E Front Yard (min.) 10 15 feet 1 F Rear Yard (min.) 10 20 feet 2 G Side Yard (min.) 5 feet H Corner Side Yard (min.) 10 15 feet Building Requirements I Building Height (max.) 35 feet J Minimum Building Square Footage 3 100% - 1,500 sf 75% - 1,800 sf 50% - 2,000 sf Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards EXHIBIT B: DA Page 92 of 289 11 Mixed-Density Residential (MD) District Single-Family Attached Dimensional Standards Lot Requirements A Lot Area (min.) 4,500 2,400 square feet per unit B Lot Width (min.) 25 feet C Lot Depth (min.) 80 70 feet D Lot Coverage (max.) 60% 70% Setback Requirements E Front Yard (min.) 10 15 feet 1 F Rear Yard (min.) 10 15 feet 2 G Side Yard (min.) 5 0 feet / 10 feet between buildings or 10 feet for each end-unit lot H Corner Side Yard (min.) 10 15 feet Building Requirements I Building Height (max.) 35 feet J Minimum Building Square Footage 3 1,800 square feet per unit Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards Mixed-Density Residential (MD) District Duplex Dimensional Standards Lot Requirements A Lot Area (min.) 4,500 2,400 square feet per unit B Lot Width (min.) 25 feet C Lot Depth (min.) 80 feet D Lot Coverage (max.) 60% Setback Requirements E Front Yard (min.) 10 15 feet 1 F Rear Yard (min.) 10 15 feet 2 G Side Yard (min.) 5 0 feet / 10 feet between buildings H Corner Side Yard (min.) 10 15 feet Building Requirements I Building Height (max.) 35 feet J Minimum Building Square Footage 3 1,500 square feet per unit Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards 1 Front facing garage doors shall be no closer than 20 feet from the front property line. 2 Covered, non-enclosed patios may encroach up to 5’. 3 Minimum Building Square Footage shall mean the net internal building square EXHIBIT B: DA Page 93 of 289 12 footage of air-conditioned interior space. 5. Sec. 9.04.018 Multi-Family Residential (MF) District c) Dimensional Standards. Development in the Multi-Family Residential (MF) district shall follow Table 11: Multi-Family Residential (MF) District Dimensional Standards. Table 11: Multi-Family Residential (MF) District Dimensional Standards Multi-Family Residential (MF) District Dimensional Standards Lot Requirements A Lot Area (min.) 5,000 square feet B Lot Width (min.) 50 feet C Lot Depth (min.) 120 90 feet D Lot Coverage (max.) 50% 90% Setback Requirements E Front Yard (min.) 25 feet F Rear Yard (min.) 20 feet G Side Yard (min.) 10 5 feet H Corner Side Yard (min.) 25 feet Building Requirements I Building Height (max.) 70 feet Additional Applicable Requirements within the Zoning Ordinance Sec. 9.04.041 – Dimensional Regulations Sec. 9.04.042 – Site Design Requirements Sec. 9.04.043 – Parking Sec. 9.04.044 – Loading Sec. 0.04.045 - Landscaping Sec. 9.04.046 – Screening and Fencing Sec. 9.04.047 – Outdoor Lighting Sec. 9.04.048 – Trash Sec. 0.04.049 – Performance Standards d) Special Regulations. 1. Minimum lot areas for attached single-family and two-family dwellings shall be 2,400 square feet per dwelling unit. 2. Lot width for a lot containing attached single-family and two-family dwellings shall be no less than 20 feet per ground floor unit plus side yard requirements. 3. No lot containing multi-family dwelling units shall contain less than 10,000 5,000 square feet. 4. No lot containing a Single-Unit or Duplex Unit Park shall contain less than 20,000 10,000 square feet. 5. No building in a Single-Unit or Duplex Unit Park, attached single-family dwelling, two-family dwelling, or Townhome Unit shall exceed a height of 35 65 feet. 6. Any building with multiple stories and greater than 35 45 feet tall shall comply with the regulations specified in Sec. 9.04.041(h). 7. When a multi-family dwelling exceeds one story in height, automatic sprinkler system shall be installed in accordance with existing fire codes and each building shall have two points of entry or exit. 8. The maximum density for a multi-dwelling is 25 units per acre. 9. The maximum density for a Townhome Unit or Single-Unit or Duplex Unit Park is 12 18 units per acre. 10. The corner side yard for “key lots” shall meet the minimum front yard setback requirements. EXHIBIT B: DA Page 94 of 289 13 6. Sec. 9.04.025 Thoroughfare Overlay (THOR) District c) Dimensional Standards. 1) Building lots along a highway, as designated by the Master Thoroughfare Plan, shall be a minimum of 0.75 one acre. 2) The nonresidential minimum lot width is 60100 feet. 3) The nonresidential minimum front yard setback is 50 feet (for front yards facing the thoroughfare). 7. Sec. 9.04.028 Use Table Table 19: Use Table Land Use MF MU DT ND Use-Specific Standards Parking Standards Multi-Family Dwelling P P S Sec. 9.04.029(c) 1/1 BRU; 2/2 & 3 BRU +0.25/Unit for visitors (50 25% of required parking is covered, not including visitor parking) Land Use I-1 I-2 Use-Specific Standards Parking Standards Self Storage Mini- Warehouse) P Sec. 9.04.035(b) 1/30 storage units 1/20,000 gross floor area at least 5 spaces required) Land Use SF8.4 SF- 7.2 SF- 6.0 MD MF C-1 C-2 MU I-1 I-2 Radio, TV, or Microwave Operations, Commercial S S S S S P S P S P S P S P S P S P 8. Section 9.04.041 Dimensional Regulations h) Stepback Regulations 1) Stepback regulations apply to all new building construction and all additions with multiple stories and a height greater than 35 45 feet located adjacent to residential zoning districts (SF-8.4, SF-7.2, SF-6.0, & MD) and existing single-family uses but do not apply when an improved public street or railroad right-of-way separates the new building construction from the existing residential zoning district or single- family residential use. EXHIBIT B: DA Page 95 of 289 14 2) A 25-foot stepback applies for each additional story after the second third story exceeding 35 45 feet in height (See Figure 7: Stepback Exhibit). 9. Section 9.04.042 Site Design Requirements c) Single-Family and Two-Family Residential Standards. 5) House Repetition. A) Within residential developments, single-family and two-family dwellings with substantially identical exterior elevations can only repeat every four (4) lots when fronting the same right-of-way including both sides of the street. B) Homes side by side or across the street within one house (directly across the street or “caddy corner’ across the street) shall not have substantially identical exterior elevations. 6) Building Materials A) Exteriors. The exterior of each primary residence on a Lot shall be constructed in accordance with the Building Material Guidelines table below. B) “Masonry” may include brick or stone stacked and mortared in place (stone means granite, limestone, marble, or other naturally occurring stone), stucco consisting of exterior Portland cement, hand-applied in three coats to a minimum thickness of three-quarters of an inch (3/4”), concrete tilt-wall or other concrete finish techniques, or other similar products. For all exterior plan types, cementitious siding products may be used in areas where it is not structurally feasible to support brick or stone. Building Material Guidelines First Floor A minimum of 85 percent masonry is required. The front and sides of each elevation must be masonry, with only the rear to have other materials. Rear masonry is required on any house that backs to Mantua Parkway or Standridge Parkway. Front Elevation In addition, second floor side elevations shall have the masonry turn the corner and continue a minimum of two (2) feet on interior lots and four (4) feet on corner lots, unless the sidewall is over a roof. EXHIBIT B: DA Page 96 of 289 15 Masonry Materials o Brick Brick shall meet specifications established by the Brick Institute of America. Concrete brick is not allowed. Jumbo bricks are not allowed. o Mortar Joints Mortar joints shall be tooled; no “slump” joints are permitted. Non-Masonry Materials o Siding Siding material may be cementitious Hardie-Plank or fiber planking. Plywood, particle board and vinyl are prohibited. o Trim/Wood All trim and wood shall be smooth and painted or stained. Stained wood must be sealed. o Metal Exposed metals must be anodized aluminum, bronze, copper or painted galvanized steel. Exclusions. Roofs, eaves, dormers, soffits, windows, gables, doors, garage doors, decorative trim, and trim work are not required to be constructed of masonry. Prohibited Elements. Highly reflective finishes on exterior surfaces (other than non- mirrored glass or on surfaces of hardware fixtures). Mirrored glass. 7) Roofs & Chimneys A) Accepted Roof Materials. Roofing materials shall be limited to architectural shingles of weathered wood or black colored, non-reflective metal, clay, tile or architectural composition shingles with a minimum rating of 30 years. All shingles must meet or exceed applicable local, FEMA, FHA and VA regulations. No three- tab shingles are permitted. B) Chimneys. Chimney style must be appropriate for the style of the home and may be brick or other masonry matching with the same permitted colors and materials as permitted on the body of the house; provided however, that any chimney located on the interior portion of the roof may also include cementitious materials solely or in addition to the brick or other masonry. If a chimney or fireplace chase is located on the side of a residence, then it is required to be constructed of masonry. 8) Gutters/Downspouts/Drains A) All residences shall be constructed with gutters and downspouts. Gutters and downspouts shall match the color of the existing trim of the residence. Downspout drains shall be placed to convey stormwater in accordance with the grading and drainage plans for the lot and the development. EXHIBIT B: DA Page 97 of 289 16 9) Floor Plate A) The minimum Plate height for the first floor shall be nine (9) feet; 8 -ft floor plate along a side elevation that are disguised across the front elevation and that “pop- up” to 9-feet within the residence is allowed. In addition, the minimum combined plate height for two story elevations shall not be less than eighteen (18) feet. 10) Landscape A) A minimum of two (2) trees is required per lot. All introduced vegetation shall be trees, shrubs, vines, ground covers, seasonal flowers or sodded grasses that are commonly used in North Texas for landscaping purposes. Landscape borders shall be constructed with steel edging, bender board or mortared masonry that is comparable to the masonry of the home. 11) Screening and Placement A) Mechanical equipment, trash receptacles, equipment, wood piles and other miscellaneous outdoor storage must be visually screened from public view and neighboring Lots by a solid screening wall/fence or landscaping sufficient for screening. d) Multi-Family Residential Standards 1) Building Materials A) The exterior of each multi-family building shall be a minimum of: a. 80 percent masonry on the front façade of the first floor b. 70 percent on the side façade of the first floor c. 30 percent on the rear façade of the first floor d. 25 percent on all facades for all other floors B) “Masonry” may include brick or stone stacked and mortared in place stone means granite, limestone, marble, or other naturally occurring stone), stucco consisting of exterior Portland cement, hand-applied in three coats to a minimum thickness of three-quarters of an inch (3/4”), or other concrete finish techniques, or other similar products. For all exterior plan types, cementitious siding products may be used in areas where it is not structurally feasible to support brick or stone. C) Brick a. Brick shall meet specifications established by the Brick Institute of America. b. Concrete brick is not allowed. D) Mortar Joints a. Mortar joints shall be tooled; no “slump” joints are permitted. E) Non-Masonry Materials a. Siding – Siding material may be cementitious Hardie-Plank or fiber planking. Plywood, particle board and vinyl are prohibited. b. Trim/Wood – All trim and wood shall be smooth and painted or EXHIBIT B: DA Page 98 of 289 17 stained. Stained wood must be sealed. c. Metal - Exposed metals must be anodized aluminum, bronze, copper or painted galvanized steel. 2) Building Articulation C) Horizontal wall plans longer than 40 85 feet in length shall be segmented into smaller sections by a structural or ornamental minor façade offset (recess or projection) of a minimum 2 feet deep and 810 feet wide. B) The height of those offsets is equal to the building’s height at the location of the offset. 3) Roof Treatment A) Pitched or flat roofs are permitted. B) A parapet wall is allowed if constructed to prevent flat roof visibility. 4) Fenestration A) Any glass with a visible light reflectance rating of 25% or greater is prohibited. 5) Elements. A multi-family development is required to provide at least two two of the following elements: A) At least one dormer is provided for each roof plane over 1,000 square feet in area that faces a street. The dormer must be appropriately scaled for the roof plane and shall not be wider than the windows on the building elevations; B) All windows feature shutters. The shutters provided must be operational or appear operational and must be in scale with the corresponding window; C) All windows are emphasized through the use of molding / trim around the windows, plat ledge, sills, shaped frames, awnings, or another similarly related architectural elements; D) Downspouts associated with gutters are internally incorporate into the building’s construction rather than attached to the building after the construction of the façade is complete. E) Other similar architectural features as approved by the Director. E) The primary entrance for all buildings shall feature a protected entry through the use of a recessed entry, porte-cochere, awning, canopy, or similar feature that serves the same purposes. The covering shall be at least three feet in depth when measured from the face of the adjoining façade. Not required for accessory buildings. EXHIBIT B: DA Page 99 of 289 18 F) Screening fence: Border fencing material shall be either masonry construction or wrought iron, tubular steel, or tubular aluminum with masonry columns. Additionally, an irrigated landscape screen, minimum height of 6 feet, shall be installed within a 10-foot landscape buffer along the property line on any perimeter not abutting a public street or right-of-way. The landscape screen must grow to a height of at least 10 feet within 2 years of installation. G) Other similar architectural features as approved by the Director. 6) Amenities. A) A multi-family development shall provide the required amount of amenities prescribed in Table 23: Required Amenities. Table 23: Required Amenities Number of Units Required Amenities 1 – 10 None 11 – 50 1 51 – 100 2 101 – 200 3 201 – 300 4 301 + 5 B) The amenities below may be used to fulfill the requirements of Table 23: Required Amenities. Each amenity counts as one required amenity towards the requirements in Table 23: Required Amenities. However, multiples of the same amenity do not count towards the requirements in Table 23: Required Amenities. Additionally, to provide flexibility in development design, the Director may approve different amenities that agree with the purpose of this Sec. 9.04.042. i. Swimming pool (minimum 1,000 square foot surface areas) with cooling deck (minimum ten feet wide in all areas); ii. Jacuzzi or hot tub area (minimum 50 square foot area); iii. At least four barbeque grills or one grill per 100 units, whichever is greater, with shaded seating areas, all barbeque grills shall be: a. Serviced with propane or other gas, and b. Be built into a structure incorporated into an adjacent amenity i.e., pool or seating areas); iv. Ramada(s), arbor(s), and/or trellis(es) covering at least 1,000 400 square feet of recreation space; EXHIBIT B: DA Page 100 of 289 19 v. Child play lot (minimum 3,000 1,000 square foot areas) with equipment specifically designed to meet the following three age cohorts: 0-2 years old, 2-5 years old, and 5-12 years old; vi. A splash pad (water play amenity for children) that is a minimum of 1,000 square feet in areas that: 1. Is enclosed by a gated and access limited minimum five-foot tall vinyl-coated chain link fence or other decorate fencing material approved by the Director of Development Services. vii. A dog park that is at least 5,000 2,500 square feet in areas that: a. Is enclosed by a minimum five-foot tall vinyl-coated chain link fence; b. Uses grass, wood chips, or a combination of the two as surface materials, and c. Provides at least two dog waste stations that includes a bag dispenser and waste receptacle installed along the perimeter of the enclosure for every 2,400 square feet of the associated dog park. viii. Regulation-size volleyball, basketball, tennis, or similarly related playing court. ix. Golf putting green (minimum 1,000 square feet); x. Fitness center/weight room (minimum 500 square feet); xi. Business center (minimum 500 square feet); xii. Media room (minimum 500 square feet). f) Nonresidential Standards 7) Building Articulation D) Single- and multi-tenant buildings < 50,000 square feet i. All buildings shall utilize façade offsets and appropriate fenestration, to add variation and visual interest to an elevation and to break up long uninterrupted walls or elevations. ii. Elevations that are 50 feet or longer in horizontal length require at least two offsets (projection or recess) from the primary façade plane of at least 18 inches deep and 4 feet wide. EXHIBIT B: DA Page 101 of 289 20 iii. The height of those offsets is equal to the building’s height at the location of the offset . E) Single- and multi-tenant buildings 50,000 square feet and larger i. All buildings shall utilize either façade offsets and appropriate fenestration, color variations, alternative building materials, or other architectural treatments, to add variation and visual interest to an elevation and to break up long uninterrupted walls or elevations. ii. Elevations that are 50 feet or longer in horizontal length require at least one of the following: at least two offsets (projection or recess) from the primary façade plane of at least 18 inches deep and 4 feet wide, color variations, alternative building materials, or other architectural treatments. iii. The height of those offsets, color variations, alternative building materials, or other architectural treatments is equal to the building’s height at the location of the offset application. 8) Roof Treatment C) Long uninterrupted roof lines and planes shall be broken into smaller segments through the use of scaled gables or dormers, change in height, changes in roof form, type or planes that typically correspond to offsets in the building’s façade, or other appropriate architectural elements. D) Parapet roof lines shall feature a well-defined cornice treatment or another similar element to visually cap each building elevation. 9) Fenestration A) Single- and multi-tenant buildings < 50,000 square feet : The use of recessed windows, awnings, sills, drip caps, projecting trim casing or surrounds, projecting muntins or mullions, and other elements is required. B) Single- and multi-tenant buildings 50,000 square feet and larger do not require fenestration. C) Any glass with a visible light reflectance rating of 25% or greater is prohibited. 10) Elements. All buildings or developments shall be required to provide at least two of the following elements: B) The primary entrance for all buildings shall feature a protected entry through the use of a recessed entry, porte-cochere, awning, canopy, or similar feature that serves the same purposes. The covering shall be at least three feet in depth when measured from the face of the adjoining façade. C) All building elevations shall feature at least two facade offsets (recess or projection) five feet in depth for every 50 feet of horizontal length. EXHIBIT B: DA Page 102 of 289 21 D) All building elevations shall feature at least three two distinct roof lines or a roof parapet with cornice design or similar element. E) All primary and secondary building entrances, excluding emergency exits and service doors, feature a recessed entry, canopy, awning, or similar sheltering feature of at least 50 square feet. F) Single- and multi-tenant buildings greater than 50,000 square feet shall provide least one of the following: at least two offsets (projection or recess) from the primary façade plane of at least 18 inches deep and 4 feet wide, color variations, alternative building materials, or other architectural treatments. 10. Section 9.04.044 Loading d) Standards. 11) Location. A loading space: B) Must be located within the same development as the building or use served; C) Is prohibited from projecting into a sidewalk, street, or public right -of-way, including any maneuvering area; D) Is prohibited from being located between the front building line and the lot line; E) Must be placed to the rear or side of buildings in visually unobtrusive locations; F) Must be set back a minimum distance of 100 feet (35 feet for Self-Storage (Mini- Warehouse) from any adjacent residential zoning district or use; G) Must be se back a minimum distance of 50 feet from any public street or front property line; and H) Must be oriented away from the street frontage. 11. Section 9.04.045 Landscaping f) Minimum Landscaping Requirements. 2) Parking Lots. A) Landscape areas within parking lots shall be at least 180 162 square feet in size with approximate dimensions of 10 9 feet wide by 18 feet deep. h) Tree Preservation. EXHIBIT B: DA Page 103 of 289 22 1) All tree preservation shall comply with the regulations of this subsection (h) in addition to the requirements established in Article 9.07. Trees located with the tree preservation areas identified on Exhibit D-2 "Tree Preservation Exhibit” shall be preserved with the exception of trees that must be removed to allow for the construction of public infrastructure improvements. 2) The Developer shall plant one large tree (minimum of three-inch caliper and seven feet height at the time of planting) per 50 linear feet of screening wall and one ornamental tree per 30 feet of screening wall. Trees may be grouped or clustered to facilitate site design. 3) The Developer shall plant a minimum of two front yard trees on each residential lot at the time of home completion. Front yard trees shall measure a minimum three - inch caliper and seven feet height at the time of planting and shall conform with the City’s approved plant list. 4) Any trees preserved on a site meeting these specifications may be credited toward meeting the tree requirement of any landscaping provision of this section for that area within which they are locate, according to Table 28: Tree Preservation Credits, depending on the applicant’s preference to accept or decline the credit. For purposes of this section, caliper measurement shall be taken at DBH above the ground and rounded to the nearest whole number. 5) Existing trees may receive credit if they are not on the City’s approved plant material list but are approved by the Director; however, trees must be located within the landscape areas to which credit is applied. 6) Any tree perseveration proposed shall designate the species, size, and general location of all trees on the conceptual or general landscape plan. The final landscape plan shall show the species, size, and exact location. 7) During any construction or land development, the developer shall clearly mark all trees to be maintained and may be required to erect and maintain protective barriers around all such trees or groups or trees. The applicant shall not allow the movement of heavy equipment or the storage of equipment, materials, debris, or fill to be placed within the drip line of any trees. This is not intended to prohibit the normal construction requirement within parking lots. 8) During the construction stage of development, the applicant shall not allow the cleaning of equipment or material under the canopy of any tree or group of trees to remain. Neither shall the applicant allow the disposal of ay waste materials, such as, but not limited to, paint, oil, solvents, asphalt, concrete, mortar, etc., under the canopy of any tree to remain. No attachment or wires of any kind, other than those of a protective nature, shall be attached to any tree. ARTICLE 9.05 SIGN ORDINANCE 1. Section 9.05.018 Detached Signs EXHIBIT B: DA Page 104 of 289 23 d) Subdivision Entry Signs 1) Definition. Subdivision Entry Sign. A sign which may be a freestanding monument or attached to a subdivision wall located at the entry of a platted subdivision from a local, collector, or arterial street. 2) Standards. Generally. Table 3-7 establishes the standards for subdivision entry signs. Table 3-7: Subdivision Entry Sign Standards Sign District Requirement AE SF MR CM MU DT IN General Allowed? Y Y Y N Y N Y Permit Required? Y Y Y -- Y -- Y Number per entrance (max.) 1 2 2 -- 2 -- 2 Dimensions Sign Area (max.) 150 sf 200 sf 150 sf -- 150 sf 200 sf -- 150 sf Sign Height max). 6 ft 6 ft 15 ft 6 ft -- 6 ft 15 ft -- 8 ft Setbacks EXHIBIT B: DA Page 105 of 289 24 From ROW 5 ft 5 ft 5 ft -- 5 ft -- 5 ft Features Electronic Message Center N N N -- N -- N Changeable Copy N N N -- N -- N Channel Letters Y Y Y -- Y -- Y Internal Illumination N N N -- N -- N External Illumination Y Y Y -- Y -- Y Halo Illumination Y Y Y -- Y -- Y Additional Information Key Y = yes, a permit is required or the feature is allowed | N = no/ not allowed | NR = the sign type or characteristic is allowed for nonresidential uses only | sf = square feet | ft = feet | “-“ = the standard does not apply Sign District Summary AE = AG district and ETJ | SF = SF-20.0- SF-6.0 districts | MR = MD and MF districts | CM = C-1 and C-2 districts |MU = MU district | DT = DT district | IN = I-1 and I-2 districts B) Number and Location i) Two (2) subdivision entry signs may be located at the intersection of a collector or arterial street and an entry street or private driveway into a subdivision. The signs shall be configured as follows. a. Two (2) signs with one (1) sign face each located on opposite sides of the entry street private driveway; b. One (1) sign with two (2) faces located within a landscaped areas dividing two (2) one-way entry streets or private driveways; c. One (1) sign located on one (1) side of the entry street or private driveway; or d. One (1) sign located on an archway above the entry street or private driveway ii) Subdivision entrances from a right-of-way greater than 60 feet shall require signage. Secondary entrance connecting to other neighborhoods may be EXHIBIT B: DA Page 106 of 289 25 allowed but are not required. C) Design and Installation. i) Subdivision entry signs shall be constructed with stone, brick, concrete, metal, routed wood planks or beams, or similar durable, weatherproof materials. ii) All subdivision entry signs shall be landscaped around the base of the sign in an area equal to four square feet for each square foot of sign areas. In case where the location of the sign could not accommodate such landscape areas, the area may be reduced up to 50% at the Directors’ discretion. iii) When electrical service is provided to a subdivision entry sign, all electrical service shall be underground. ARTICLE 9.07 TREE PRESERVATION The tree preservation ordinance is removed in its entirety and replaced with the following: Trees located with the tree preservation areas identified on Exhibit D-2 "Tree Preservation Exhibit” shall be preserved with the exception of trees that must be removed to allow for the construction of public infrastructure improvements. The Developer shall plant one large tree (minimum of three-inch caliper and seven feet height at the time of planting) per 50 linear feet of screening wall and one ornamental tree per 30 feet of screening wall. Trees may be grouped or clustered to facilitate site design. The Developer shall plant a minimum of two front yard trees on each residential lot at the time of home completion. Front yard trees shall measure a minimum of three-inch caliper and seven feet height at the time of planting and shall conform with the City’s approved plant list. EXHIBIT B: DA Page 107 of 289 PHASE 2 PHASE 1 PHASE 4 PHASE 3 PHASE 5 PHASE 6 PHASE 7 PHASE 9 PHASE 10 PHASE 11 PHASE 12 PHASE 13 PHASE 14 PHASE 15 PHASE 16 PHASE 8 PHASE 10 PHASE 16 STANDRIDGE BLVDROAD B ROAD A ROAD DBUDDY HAYES BLVDROAD CMANT U A P K W Y MANTUA PKWY ROAD E MANTUA PKWY CR 290BUDDY HAYES BLVDUS HWY 75COLLINMCKINNEYPKWYCR 289THORNTON CR 371 LIBERTY HILLS FENCE EXHIBIT SCALE: NTS NORTH EXHIBIT D-4 ROSAMOND PKWY FENCE TYPE WOOD FENCE ORNAMENTAL METAL MASONRY FENCE TYPES ARE CONCEPTUAL EXHIBIT B: DA Page 108 of 289 LIBERTY HILLS SCALE: NTS NORTHEXHIBITD-2 TREE PRESERVATIONEXHIBITPRESERVEDCANOPY REMOVED CANOPY CANOPY IN FLOODPLAIN 100-YR FLOODPLAIN LIMITS EXHIBIT B: DA Page 109 of 289 EXHIBIT E Authorized Improvements and Budgeted Costs EXHIBIT B: DA Page 110 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 A. CLEARING & EXCAVATION A.1 CLEARING & EXCAVATION - MANTUA PARKWAY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.6 $2,400 1.6 $2,400 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0.00 $0 0 $0 0 $0 0 $0 5,162.67 $18,069 5,162.7 $18,069 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,325 $38,720 10,325.3 $38,720 TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,163 $1,549 5,162.7 $1,549 TOTAL CLEARING & EXCAVATION - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738 A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 1.6 $2,367 3.5 $5,218 1.4 $2,141 0.0 $0 1.4 $2,167 0.0 $0 0.0 $0 0.0 $0 7.9 $11,893 UNCLASSIFIED EXCAVATION CY $3.50 5,091 $17,818 11,224 $39,284 4,606 $16,120 0 $0 4,662 $16,315 0 $0 0 $0 0 $0 25,582.1 $89,538 4' MOISTURE CONDITIONING CY $3.75 10,182 $38,182 22,448 $84,181 9,211 $34,542 0 $0 9,323 $34,962 0 $0 0 $0 0 $0 51,164.3 $191,866 TESTING CY $0.30 5,091 $1,527 11,224 $3,367 4,606 $1,382 0 $0 4,662 $1,398 0 $0 0 $0 0 $0 25,582.1 $7,675 TOTAL CLEARING & EXCAVATION - STANDRIDGE PKWY $59,894 $132,050 $54,185 $0 $54,843 $0 $0 $0 $300,971 A.3 CLEARING & EXCAVATION - ROAD D DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,088 1.4 $2,088 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,492 $15,722 4,491.9 $15,722 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,984 $33,689 8,983.9 $33,689 TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,492 $1,348 4,491.9 $1,348 TOTAL CLEARING & EXCAVATION - ROAD D $0 $0 $0 $0 $0 $0 $0 $52,847 $52,847 A.4 CLEARING & EXCAVATION - BUDDY HAYES BLVD DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 3.3 $4,896 2.7 $4,105 6.0 $9,001 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,532 $36,861 8,830 $30,904 19,361.7 $67,766 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 21,064 $78,989 17,660 $66,224 38,723.4 $145,213 TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,532 $3,160 8,830 $2,649 19,361.7 $5,809 TOTAL CLEARING & EXCAVATION - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $123,906 $103,882 $227,788 A.5 CLEARING & EXCAVATION - CR 371 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.6 $2,400 1.6 $2,400 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,163 $18,069 5,162.7 $18,069 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10,325 $38,720 10,325.3 $38,720 TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,163 $1,549 5,162.7 $1,549 TOTAL CLEARING & EXCAVATION - CR 371 $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738 Phase 14 Phase 15 Phase 16 Phase 9 TOTAL TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 Phase 13 Phase 14 Phase 15 Phase 16 Phase 9 Phase 10 Phase 13 Phase 14 Phase 15 Phase 16TOTALPhase11Phase12 Phase 10 Phase 11 Phase 12 Phase 13TOTALPhase9Phase10Phase11Phase12 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL Page 1 of 9 EXHIBIT B: DA Page 111 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 B. WATER B.1 WATER - MANTUA PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $294,750 1,965.0 $294,750 16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $100,000 4.0 $100,000 30" STEEL SLEEVE UNDER HIGHWAY LF $1,200.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 930 $1,116,000 930.0 $1,116,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 2 $15,000 0 $0 0 $0 0 $0 2 $15,000 4.0 $30,000 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $1,965 1,965.0 $1,965 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $1,965 1,965.0 $1,965 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,965 $1,965 1,965.0 $1,965 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $15,000 $300 $0 $0 $0 $0 $0 $0 $1,536,645 $30,733 1,551,645.0 $31,033 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $15,000 $450 $0 $0 $0 $0 $0 $0 $1,536,645 $46,099 1,551,645.0 $46,549 TOTAL WATER - MANTUA PKWY $0 $0 $0 $15,750 $0 $0 $0 $1,613,477 $1,629,227 B.2 WATER - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 1,640 $246,000 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $246,000 16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 4 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $100,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 1 $7,500 2 $15,000 0 $0 2 $15,000 0 $0 0 $0 0 $0 5.0 $37,500 TRENCH SAFETY LF $1.00 0 $0 0 $0 1,640 $1,640 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $1,640 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 1,640 $1,640 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $1,640 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 1,640 $1,640 0 $0 0 $0 0 $0 0 $0 0 $0 1,640.0 $1,640 BONDS % 2.00% $0 $0 $7,500 $150 $365,920 $7,318 $0 $0 $15,000 $300 $0 $0 $0 $0 $0 $0 388,420.0 $7,768 INSPECTION FEE % 3.00% $0 $0 $7,500 $225 $365,920 $10,978 $0 $0 $15,000 $450 $0 $0 $0 $0 $0 $0 $388,420 $11,653 TOTAL WATER - STANDRIDGE PKWY $0 $7,875 $384,216 $0 $15,750 $0 $0 $0 $407,841 B.3 WATER - ROAD D DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $210,000 1,400.0 $210,000 16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5 $125,000 5.0 $125,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $15,000 2.0 $15,000 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $1,400 1,400.0 $1,400 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $1,400 1,400.0 $1,400 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,400 $1,400 1,400.0 $1,400 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $359,200 $7,184 359,200.0 $7,184 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $359,200 $10,776 359,200.0 $10,776 TOTAL WATER - ROAD D $0 $0 $0 $0 $0 $0 $0 $377,160 $377,160 Phase 13 Phase 14 Phase 15 Phase 16 (S to T)TOTAL Phase 9 Phase 10 Phase 11 (H to J) Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 (K to U)TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Page 2 of 9 EXHIBIT B: DA Page 112 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 B.4 WATER - BUDDY HAYES BLVD DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $342,000 2,280.0 $342,000 16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $100,000 4.0 $100,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $30,000 3 $22,500 7.0 $52,500 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $2,280 2,280.0 $2,280 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $2,280 2,280.0 $2,280 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,280 $2,280 2,280.0 $2,280 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,000 $600 $476,340 $9,527 506,340.0 $10,127 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,000 $900 $476,340 $14,290 506,340.0 $15,190 TOTAL WATER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $31,500 $500,157 $531,657 B.5 WATER - CR 371 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 8" P.V.C. WATERLINE LF $60.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,180 $70,800 1,180.0 $70,800 8" GATE VALVE EA $2,800.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3 $8,400 3.0 $8,400 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $15,000 2.0 $15,000 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 99,200 $99,200 99,200.0 $99,200 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 99,200 $99,200 99,200.0 $99,200 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 99,200 $99,200 99,200.0 $99,200 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $326,000 $6,520 326,000.0 $6,520 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $326,000 $9,780 326,000.0 $9,780 TOTAL WATER - CR 371 $0 $0 $0 $0 $0 $0 $0 $413,100 $413,100 C. SANITARY SEWER C.1 SANITARY SEWER - M7 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL LF $175.00 0 $0 0 $0 0 $0 3,880 $679,000 0 $0 0 $0 0 $0 0 $0 3,880.0 $679,000 5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 0 $0 0 $0 7 $112,000 0 $0 0 $0 0 $0 0 $0 7.0 $112,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 3,880 $3,880 0 $0 0 $0 0 $0 0 $0 3,880.0 $3,880 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 3,880 $3,880 0 $0 0 $0 0 $0 0 $0 3,880.0 $3,880 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 3,880 $3,880 0 $0 0 $0 0 $0 0 $0 3,880.0 $3,880 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $802,640 $16,053 $0 $0 $0 $0 $0 $0 $0 $0 802,640.0 $16,053 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $802,640 $24,079 $0 $0 $0 $0 $0 $0 $0 $0 802,640.0 $24,079 TOTAL SANITARY SEWER - M7 $0 $0 $0 $842,772 $0 $0 $0 $0 $842,772 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 (U to V)TOTAL TOTALPhase15 18" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) Phase16Phase9Phase10Phase11Phase12Phase13Phase14 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 (U to V)TOTAL Page 3 of 9 EXHIBIT B: DA Page 113 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 C.2 SANITARY SEWER - M8 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL LF $150.00 0 $0 1,770 $265,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,770.0 $265,500 LF $175.00 0 $0 980 $171,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 980.0 $171,500 5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 7 $112,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 7.0 $112,000 TRENCH SAFETY LF $1.00 0 $0 2,750 $2,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,750.0 $2,750 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 2,750 $2,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,750.0 $2,750 TESTING (GEOTECH) LF $1.00 0 $0 2,750 $2,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,750.0 $2,750 BONDS % 2.00% $0 $0 $557,250 $11,145 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 557,250.0 $11,145 INSPECTION FEES % 3.00% $0 $0 $557,250 $16,718 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 557,250.0 $16,718 TOTAL SANITARY SEWER - M8 $0 $585,113 $0 $0 $0 $0 $0 $0 $585,113 C.3 SANITARY SEWER - M9 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,230 $423,000 4,230.0 $423,000 LF $35.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,280 $184,800 5,280.0 $184,800 CONNECT TO EXISTING LS $10,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $10,000 1.0 $10,000 5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10 $160,000 10.0 $160,000 LIFT STATION LS $750,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $750,000 1.0 $750,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,510 $9,510 9,510.0 $9,510 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,510 $9,510 9,510.0 $9,510 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,510 $9,510 9,510.0 $9,510 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,556,330 $31,127 1,556,330.0 $31,127 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,556,330 $46,690 1,556,330.0 $46,690 TOTAL SANITARY SEWER - M9 $0 $0 $0 $0 $0 $0 $0 $1,634,147 $1,634,147 D. STORM SEWER D.1 STORM SEWER - MANTUA PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 100 $8,000 100.0 $8,000 24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 280 $28,000 280.0 $28,000 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,500 1.0 $4,500 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $13,000 2.0 $13,000 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $8,000 1.0 $8,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 380.0 $380 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 380.0 $380 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 380.0 $380 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $62,640 $1,253 62,640.0 $1,253 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $62,640 $1,879 62,640.0 $1,879 TOTAL STORM SEWER - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $65,772 $65,772 TOTALPhase9Phase10Phase11Phase12Phase13Phase14Phase15Phase16 15" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) 18" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) 12" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) 6" FORCE MAIN (1 MI.) Phase 9 Phase 10 Phase 11 TOTAL Phase 15 Phase 16 TOTAL Phase 12 Phase 13 Phase 14 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 Page 4 of 9 EXHIBIT B: DA Page 114 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 D.2 STORM SEWER - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 160 $12,800 320 $25,600 210 $16,800 0 $0 0 $0 0 $0 0 $0 0 $0 690.0 $55,200 24" RCP LF $100.00 0 $0 0 $0 710 $71,000 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $71,000 30" RCP LF $125.00 0 $0 0 $0 430 $53,750 0 $0 0 $0 0 $0 0 $0 0 $0 430.0 $53,750 30" SLOPED END HEADWALL EA $5,000.00 0 $0 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000 STANDARD 10' INLET EA $6,500.00 4 $26,000 8 $52,000 3 $19,500 0 $0 3 $19,500 0 $0 0 $0 0 $0 18.0 $117,000 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 3 $24,000 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $24,000 CULVERT C3 LS $100,000.00 0 $0 0 $0 1 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000 TRENCH SAFETY LF $1.00 160 $160 320 $320 1,350 $1,350 0 $0 0 $0 0 $0 0 $0 0 $0 1,830.0 $1,830 TESTING (EXCLUDING GEOTECH) LF $1.00 160 $160 320 $320 1,350 $1,350 0 $0 0 $0 0 $0 0 $0 0 $0 1,830.0 $1,830 TESTING (GEOTECH) LF $1.00 160 $160 320 $320 1,350 $1,350 0 $0 0 $0 0 $0 0 $0 0 $0 1,830.0 $1,830 BONDS % 2.00% $39,280 $786 $78,560 $1,571 $294,100 $5,882 $0 $0 $19,500 $390 $0 $0 $0 $0 $0 $0 431,440.0 $8,629 INSPECTION FEES % 3.00% $39,280 $1,178 $78,560 $2,357 $294,100 $8,823 $0 $0 $19,500 $585 $0 $0 $0 $0 $0 $0 431,440.0 $12,943 TOTAL STORM SEWER - STANDRIDGE PKWY $41,244 $82,488 $308,805 $0 $20,475 $0 $0 $0 $453,012 D.3 STORM SEWER - ROAD D DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $8,800 110.0 $8,800 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $8,000 2.0 $8,000 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $13,000 2.0 $13,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $110 110.0 $110 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $110 110.0 $110 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110 $110 110.0 $110 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,130 $603 30,130.0 $603 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $30,130 $904 30,130.0 $904 TOTAL STORM SEWER - ROAD D $0 $0 $0 $0 $0 $0 $0 $31,637 $31,637 D.4 STORM SEWER - BUDDY HAYES BLVD DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $30,400 640 $51,200 1,020.0 $81,600 36" RCP LF $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,440 $237,600 1,440.0 $237,600 36" SLOPED END HEADWALL EA $5,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,500 1.0 $5,500 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 17 $110,500 5 $32,500 22.0 $143,000 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $8,000 1.0 $8,000 5' STORM MANHOLE EA $16,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $64,000 4.0 $64,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 2,080 $2,080 2,460.0 $2,460 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 2,080 $2,080 2,460.0 $2,460 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 380 $380 2,080 $2,080 2,460.0 $2,460 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $142,040 $2,841 $405,040 $8,101 547,080.0 $10,942 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $142,040 $4,261 $405,040 $12,151 547,080.0 $16,412 TOTAL STORM SEWER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $149,142 $425,292 $574,434 Phase 16 TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL Page 5 of 9 EXHIBIT B: DA Page 115 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 D.5 STORM SEWER - CR 371 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $22,000 275.0 $22,000 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,000 1.0 $4,000 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4 $26,000 4.0 $26,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $275 275.0 $275 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $275 275.0 $275 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 275 $275 275.0 $275 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $52,825 $1,057 52,825.0 $1,057 INSPECTION FEES % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $52,825 $1,585 52,825.0 $1,585 TOTAL STORM SEWER - CR 371 $0 $0 $0 $0 $0 $0 $0 $55,466 $55,466 E. PAVEMENT E.1 PAVEMENT - MANTUA PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 0 0 $0 4,487 $358,924 4,486.6 $358,924 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 0 0 $0 4,756 $17,834 4,755.7 $17,834 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95 $28,534 95.1 $28,534 STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,091 $2,183 1,091 $2,183 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 13,096 $5,893 13,095.9 $5,893 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,000 $55,000 1,000.0 $55,000 BRIDGE B4 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 270 $1,890,000 270.0 $1,890,000 TEMPORARY ASPHALT SY $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,000 $165,000 1,000.0 $165,000 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,523,369 $50,467 2,523,368.8 $50,467 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,523,369 $75,701 2,523,368.8 $75,701 TOTAL PAVEMENT - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $2,649,537 $2,649,537 E.2 PAVEMENT - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 4,969 $397,538 9,276 0 3,559 $284,693 0 $0 3,567 $285,396 0 0 0 0 0 $0 21,371.0 $1,709,680 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 5,267 $19,753 9,832 0 3,772 $14,146 0 $0 3,781 $14,181 0 0 0 0 0 $0 22,653.3 $84,950 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 105 $31,604 197 $58,993 75 $22,633 0 $0 76 $22,689 0 $0 0 $0 0 $0 453.1 $135,920 STRIPING & SIGNING LF $2.00 1,944 $3,889 3,630 $7,259 1,393 $2,785 0.0 $0 1,396 $2,792 0 $0 0 $0 0 $0 8,362.6 $16,725 10 MIL POLY SF $0.45 23,334 $10,500 43,555 $19,600 16,710 $7,520 0 $0 16,751 $7,538 0 $0 0 $0 0 $0 100,350.8 $45,158 6' CONCRETE SIDEWALK LF $55.00 1,730 $95,150 3,400 $187,000 1,400 $77,000 0 $0 0 $0 0 $0 0 $0 0 $0 6,530.0 $359,150 10' CONCRETE SIDEWALK LF $85.00 0 $0 0 $0 0 $0 0 $0 1,400 $119,000 0 $0 0 $0 0 $0 1,400.0 $119,000 BONDS % 2.00% $558,434 $11,169 $272,852 $5,457 $408,777 $8,176 $0 $0 $451,595 $9,032 $0 $0 $0 $0 $0 $0 1,691,658.2 $33,833 INSPECTION FEE % 3.00% $558,434 $16,753 $272,852 $8,186 $408,777 $12,263 $0 $0 $451,595 $13,548 $0 $0 $0 $0 $0 $0 1,691,658.2 $50,750 TOTAL PAVEMENT - STANDRIDGE PKWY $586,356 $286,495 $429,216 $0 $474,175 $0 $0 $0 $2,555,165 Phase 16 TOTAL Phase16Phase13Phase14 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 9 Phase 10 Phase 11 Phase 12 Phase 15 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Page 6 of 9 EXHIBIT B: DA Page 116 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 E.3 PAVEMENT - ROAD D DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,664 $213,093 2,663.7 $213,093 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,823 $10,588 2,823.5 $10,588 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 56 $16,941 56.5 $16,941 STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,169 $2,339 1,169.4 $2,339 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 14,033 $6,315 14,033.0 $6,315 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 914 $50,270 914.0 $50,270 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $299,546 $5,991 299,546.0 $5,991 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $299,546 $8,986 299,546.0 $8,986 TOTAL PAVEMENT - ROAD D $0 $0 $0 $0 $0 $0 $0 $314,523 $314,523 E.4 PAVEMENT - BUDDY HAYES BLVD DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,666 $693,289 7,769 $621,538 16,435.3 $1,314,827 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,186 $34,448 8,235 $30,883 17,421.5 $65,330 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 184 $55,116 165 $49,412 348.4 $104,529 STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,466 $6,933 3,108 $6,215 6,574.1 $13,148 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 41,597 $18,719 37,292 $16,782 78,889.6 $35,500 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,762 $206,910 2,778 $152,790 6,540.0 $359,700 BRIDGE B5 (ASSUMES 45 FT WIDTH) LF $6,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 240 $1,440,000 0 $0 240.0 $1,440,000 TEMPORARY ASPHALT LF $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 631 $104,042 630.6 $104,042 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,015,415 $20,308 $877,620 $17,552 1,893,034.4 $37,861 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,015,415 $30,462 $877,620 $26,329 1,893,034.4 $56,791 TOTAL PAVEMENT - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $2,506,186 $1,025,542 $3,531,728 E.5 PAVEMENT - CR 371 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,562 $444,978 5,562.2 $444,978 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,896 $22,110 5,896.0 $22,110 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 118 $35,376 117.9 $35,376 STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,252 $2,503 1,251.5 $2,503 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 15,018 $6,758 15,018.0 $6,758 5' CONCRETE SIDEWALK LF $45.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,503 $112,635 2,503.0 $112,635 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $624,359 $12,487 624,359.4 $12,487 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $624,359 $18,731 624,359.4 $18,731 TOTAL PAVEMENT - CR 371 $0 $0 $0 $0 $0 $0 $0 $655,577 $655,577 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL Phase16Phase13Phase14Phase15 Phase 16 TOTAL Phase 10 Phase 13 Phase 14 Phase15Phase11Phase12 Phase 11 Phase 12 Phase 9 Phase 10 TOTALPhase9 Page 7 of 9 EXHIBIT B: DA Page 117 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 F. EROSION CONTROL DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL EROSION CONTROL INSPECTION & MAINTENANCE LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 0 $0 1 $10,000 1 $10,000 7.0 $70,000 CURLEX LF $2.00 2,400 $0 7,400 $0 3,100 $6,200 2,040 $4,080 3,100 $6,200 0 $0 7,500 $15,000 11,500 $23,000 37,040.0 $74,080 SILT FENCE LF $2.00 2,400 $4,800 7,400 $14,800 3,100 $6,200 2,040 $4,080 3,100 $6,200 0 $0 7,500 $15,000 11,500 $23,000 37,040.0 $74,080 INLET PROTECTION EA $175.00 4 $700 8 $1,400 3 $525 0 $0 3 $525 0 $0 17 $2,975 13 $2,275 48.0 $8,400 TOTAL EROSION CONTROL $15,500 $26,200 $22,925 $18,160 $22,925 $0 $42,975 $58,275 $226,560 G. MISCELLANEOUS DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL STREET LIGHTS EA $4,000.00 11 $44,000 21 $84,000 0 $0 5 $20,000 12 $48,000 0 $0 0 $0 10 $40,000 59.0 $236,000 MEDIAN SOD SF $2.00 33,800 $67,600 49,000 $98,000 0 $0 17,300 $34,600 19,600 $39,200 0 $0 0 $0 16,500 $33,000 136,200.0 $272,400 4" UTILITY SLEEVES LF $15.00 90 $1,350 270 $4,050 90 $1,350 120 $1,800 90 $1,350 0 $0 0 $0 420 $6,300 1,080.0 $16,200 TOTAL FRANCHISE UTILITIES $112,950 $186,050 $1,350 $56,400 $88,550 $0 $0 $79,300 $524,600 Phase 13 Phase 14 Phase 15 Phase 16 Phase 13 Phase 14 Phase 15 Phase16Phase12 Phase 9 Phase 10 Phase 11 Phase 12 Phase 9 Phase 10 Phase 11 TOTAL TOTAL Page 8 of 9 EXHIBIT B: DA Page 118 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (PHASES 9-16) APRIL 26, 2024 SUMMARY - MAJOR PUBLIC IMPROVEMENTS A.1 CLEARING & EXCAVATION - MANTUA PARKWAY $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738 A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY $59,894 $132,050 $54,185 $0 $54,843 $0 $0 $0 $300,971 A.3 CLEARING & EXCAVATION - ROAD D $0 $0 $0 $0 $0 $0 $52,847 $52,847 $105,694 A.4 CLEARING & EXCAVATION - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $123,906 $103,882 $227,788 A.5 CLEARING & EXCAVATION - CR 371 $0 $0 $0 $0 $0 $0 $0 $60,738 $60,738 B.1 WATER - MANTUA PKWY $0 $0 $0 $15,750 $0 $0 $0 $1,613,477 $1,629,227 B.2 WATER - STANDRIDGE PKWY $0 $7,875 $384,216 $0 $15,750 $0 $0 $0 $407,841 B.3 WATER - ROAD D $0 $0 $0 $0 $0 $0 $0 $377,160 $377,160 B.4 WATER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $31,500 $500,157 $531,657 B.5 WATER - CR 371 $0 $0 $0 $0 $0 $0 $0 $413,100 $413,100 C.1 SANITARY SEWER - M7 $0 $0 $0 $842,772 $0 $0 $0 $0 $842,772 C.2 SANITARY SEWER - M8 $0 $585,113 $0 $0 $0 $0 $0 $0 $585,113 C.3 SANITARY SEWER - M9 $0 $0 $0 $0 $0 $0 $0 $1,634,147 $1,634,147 D.1 STORM SEWER - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $65,772 $65,772 D.2 STORM SEWER - STANDRIDGE PKWY $41,244 $82,488 $308,805 $0 $20,475 $0 $0 $0 $453,012 D.3 STORM SEWER - ROAD D $0 $0 $0 $0 $0 $0 $0 $31,637 $31,637 D.4 STORM SEWER - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $149,142 $425,292 $574,434 D.5 STORM SEWER - CR 371 $0 $0 $0 $0 $0 $0 $0 $55,466 $55,466 E.1 PAVEMENT - MANTUA PKWY $0 $0 $0 $0 $0 $0 $0 $2,649,537 $2,649,537 E.2 PAVEMENT - STANDRIDGE PKWY $586,356 $286,495 $429,216 $0 $474,175 $0 $0 $0 $1,776,241 E.3 PAVEMENT - ROAD D $0 $0 $0 $0 $0 $0 $0 $314,523 $314,523 E.4 PAVEMENT - BUDDY HAYES BLVD $0 $0 $0 $0 $0 $0 $2,506,186 $1,025,542 $3,531,728 E.5 PAVEMENT - CR 371 $0 $0 $0 $0 $0 $0 $0 $655,577 $655,577 F. EROSION CONTROL $15,500 $26,200 $22,925 $18,160 $22,925 $0 $42,975 $58,275 $206,960 G. MISCELLANEOUS $112,950 $186,050 $1,350 $56,400 $88,550 $0 $0 $79,300 $524,600 SUB-TOTAL $815,943 $1,306,270 $1,200,696 $933,082 $676,718 $0 $2,906,555 $10,177,168 $18,016,433 SURVEY, PLATTING, ENG., PERMITTING, & STAKING (10%) $81,594 $130,627 $120,070 $93,308 $67,672 $0 $290,656 $1,017,717 $1,801,643 CONSTRUCTION MANAGEMENT (1.75%) $14,279 $22,860 $21,012 $16,329 $11,843 $0 $50,865 $178,100 $315,288 CITY FEES (0.2%) $1,632 $2,613 $2,401 $1,866 $1,353 $0 $5,813 $20,354 $36,033 MISCELLANEOUS & CONTINGENCY (15%) $122,391 $195,941 $180,104 $139,962 $101,508 $0 $435,983 $1,526,575 $2,702,465 TOTAL MAJOR PUBLIC IMPROVEMENT COST $1,035,840 $1,658,310 $1,524,284 $1,184,548 $859,093 $0 $3,689,872 $12,919,915 $22,871,861 Phase 13 Phase 14 Phase 15 Phase16Phase9Phase10Phase11Phase12 TOTAL Page 9 of 9 EXHIBIT B: DA Page 119 of 289 LIBERTY HILLS OPINION OF PROBABLE COST LAND USE SUMMARY APRIL 26, 2024 PHASE 1 2 3 4 5 6 7 8 Thornton TOTAL Total SF Lots 285 210 121 116 190 156 326 58 418 1,880 Gross Acreage 78.40 55.30 31.25 43.36 50.48 65.45 74.90 23.08 96.79 519.01 SF Net Acreage 61.67 44.14 23.90 35.21 38.88 53.69 60.40 19.46 78.42 415.78 Page 1 of 20 EXHIBIT B: DA Page 120 of 289 DIVISION Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL CLEARING & EXCAVATION $1,215,657 $423,520 $278,876 $359,714 $440,278 $446,387 $550,418 $137,300 $722,700 $4,574,849 $1,934,477 $1,407,979 $790,650 $923,421 $1,259,653 $1,327,252 $2,076,322 $486,750 $2,675,388 $10,206,504 WATER $1,754,760 $1,159,925 $858,354 $847,676 $1,273,535 $1,220,321 $1,557,413 $408,104 $1,980,502 $11,060,587 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 SEWER $2,430,619 $1,250,456 $702,167 $910,655 $1,080,986 $913,805 $1,677,869 $332,787 $2,086,980 $11,386,321 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 STORM SEWER $2,539,457 $1,458,048 $1,064,624 $1,223,982 $1,505,142 $2,157,999 $2,138,681 $481,672 $2,387,934 $14,957,539 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 STREET PAVING $5,144,276 $3,480,908 $2,298,198 $2,455,613 $3,605,307 $3,701,162 $4,422,994 $2,392,707 $5,550,722 $33,051,886 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 RETAINING WALLS $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $997,500 $735,000 $423,500 $406,000 $665,000 $546,000 $1,141,000 $203,000 $1,463,000 $5,117,000 EROSION CONTROL $94,935 $74,255 $52,225 $59,270 $71,945 $80,870 $90,305 $38,020 $96,683 $658,508 $42,750 $31,500 $18,150 $17,400 $28,500 $23,400 $48,900 $8,700 $62,700 $219,300 AMENITIES, LANDSCAPE, & SCREENING $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $5,828,000 $1,528,500 $987,500 $954,000 $1,019,000 $4,576,250 $1,373,750 $342,500 $5,959,500 $16,609,500 MISCELLANEOUS & OTHER $204,750 $156,500 $90,650 $109,900 $153,500 $154,400 $192,900 $57,700 $245,300 $1,365,600 $641,250 $472,500 $272,250 $261,000 $427,500 $351,000 $733,500 $130,500 $940,500 $3,289,500 SUB-TOTAL $13,384,453 $8,003,611 $5,345,094 $5,966,809 $8,130,693 $8,674,943 $10,630,579 $3,848,289 $13,070,820 $77,055,102 $9,443,977 $4,175,479 $2,492,050 $2,561,821 $3,399,653 $6,823,902 $5,373,472 $1,171,450 $11,101,088 $46,542,892 PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING $1,338,445 $800,361 $534,509 $596,681 $813,069 $867,494 $1,063,058 $384,829 $1,307,082 $7,705,510 $944,398 $417,548 $249,205 $256,182 $339,965 $682,390 $537,347 $117,145 $1,110,109 $4,654,289 CONSTRUCTION MANAGEMENT $234,228 $140,063 $93,539 $104,419 $142,287 $151,812 $186,035 $67,345 $228,739 $1,348,464 $165,270 $73,071 $43,611 $44,832 $59,494 $119,418 $94,036 $20,500 $194,269 $814,501 CITY FEES $26,769 $16,007 $10,690 $11,934 $16,261 $17,350 $21,261 $7,697 $26,142 $154,110 $18,888 $8,351 $4,984 $5,124 $6,799 $13,648 $10,747 $2,343 $22,202 $93,086 MISCELLANEOUS & CONTINGENCY $2,007,668 $1,200,542 $801,764 $895,021 $1,219,604 $1,301,241 $1,594,587 $577,243 $1,960,623 $11,558,265 $1,416,596 $626,322 $373,808 $384,273 $509,948 $1,364,780 $806,021 $175,718 $1,665,163 $6,981,434 TOTAL $16,991,563 $10,160,584 $6,785,597 $7,574,863 $10,321,915 $11,012,840 $13,495,520 $4,885,402 $16,593,406 $97,821,690 $11,989,128 $5,300,770 $3,163,658 $3,252,231 $4,315,859 $9,004,139 $6,821,623 $1,487,156 $14,092,831 $59,086,201 DIVISION Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 TOTAL CLEARING & EXCAVATION $360,267 $126,287 $479,963 $0 $93,005 $53,146 $30,633 $0 $280,914 $1,143,301 $59,894 $132,050 $54,185 $0 $54,843 $0 $176,753 $278,205 $755,929 WATER $1,425,123 $374,021 $1,422,797 $157,700 $368,387 $494,666 $301,157 $0 $859,299 $4,543,849 $0 $7,875 $384,216 $15,750 $15,750 $0 $31,500 $2,903,894 $3,358,985 SEWER $0 $552,752 $0 $0 $0 $0 $0 $0 $0 $552,752 $0 $585,113 $0 $842,772 $0 $0 $0 $1,634,147 $3,062,031 STORM SEWER $67,091 $54,904 $822,192 $108,675 $136,369 $60,711 $113,337 $0 $571,972 $1,363,279 $41,244 $82,488 $308,805 $0 $20,475 $0 $149,142 $578,167 $1,180,321 STREET PAVING $2,473,861 $1,012,667 $12,642,554 $551,392 $1,019,048 $430,297 $322,235 $0 $2,887,347 $18,452,055 $586,356 $286,495 $429,216 $0 $474,175 $0 $2,506,186 $4,645,180 $8,927,607 RETAINING WALLS $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 EROSION CONTROL $32,475 $17,850 $78,525 $22,925 $16,125 $18,350 $19,950 $0 $50,705 $206,200 $15,500 $26,200 $22,925 $22,925 $22,925 $0 $42,975 $58,275 $211,725 AMENITIES, LANDSCAPE, & SCREENING $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 MISCELLANEOUS & OTHER $99,000 $44,600 $87,800 $55,250 $53,000 $51,500 $51,500 $0 $107,800 $442,650 $112,950 $186,050 $1,350 $56,400 $88,550 $0 $0 $79,300 $524,600 SUB-TOTAL $4,457,817 $2,183,080 $15,533,832 $895,941 $1,685,934 $1,108,669 $838,812 $0 $4,758,037 $30,039,325 $815,943 $1,306,270 $1,200,696 $933,082 $676,718 $0 $2,906,555 $10,177,168 $18,016,433 PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING $445,782 $218,308 $1,553,383 $89,594 $168,593 $110,867 $83,881 $0 $475,804 $3,003,933 $81,594 $130,627 $120,070 $93,308 $67,672 $0 $290,656 $1,017,717 $1,801,643 CONSTRUCTION MANAGEMENT $78,012 $38,204 $155,338 $15,679 $29,504 $19,402 $14,679 $0 $83,266 $525,688 $14,279 $22,860 $21,012 $16,329 $11,843 $0 $50,865 $178,100 $315,288 CITY FEES $8,916 $4,366 $31,068 $1,792 $3,372 $2,217 $1,678 $0 $9,516 $60,079 $1,632 $2,613 $2,401 $1,866 $1,353 $0 $5,813 $20,354 $36,033 MISCELLANEOUS & CONTINGENCY $668,673 $327,462 $2,330,075 $134,391 $252,890 $166,300 $125,822 $0 $713,706 $4,505,899 $122,391 $195,941 $180,104 $139,962 $101,508 $0 $435,983 $1,526,575 $2,702,465 TOTAL $5,659,199 $2,771,420 $19,603,696 $1,137,398 $2,140,293 $1,407,456 $1,064,872 $0 $6,040,328 $38,134,923 $1,035,840 $1,658,310 $1,524,284 $1,184,548 $859,093 $0 $3,689,872 $12,919,915 $22,871,861 SINGLE FAMILY SUMMARY COST TYPE Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL DIRECT PUBLIC $16,991,563 $10,160,584 $6,785,597 $7,574,863 $10,321,915 $11,012,840 $13,495,520 $4,885,402 $16,593,406 $81,228,284 MAJOR PUBLIC $5,659,199 $2,771,420 $19,603,696 $1,137,398 $2,140,293 $1,407,456 $1,064,872 $0 $6,040,328 $33,784,333 PRIVATE $11,989,128 $5,300,770 $3,163,658 $3,252,231 $4,315,859 $9,004,139 $6,821,623 $1,487,156 $14,092,831 $45,334,565 TOTAL $34,639,890 $18,232,775 $29,552,951 $11,964,492 $16,778,066 $21,424,435 $21,382,015 $6,372,558 $36,726,565 $160,347,183 LIBERTY HILLS OPINION OF PROBABLE COST APRIL 26, 2024 MAJOR PUBLIC DIRECT PUBLIC MAJOR PUBLIC PRIVATE Page 2 of 20 EXHIBIT B: DA Page 121 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MARCH 6, 2025 LIBERTY HILLS OPINION OF PROBABLE COST APRIL 26, 2024 OPC NOTES, ASSUMPTIONS, QUALIFICATIONS, ETC. General 1. Private improvements include onsite developer costs (ie. lot grading, retaining walls, amenities and landscape). 2. Direct Public improvements include the cost of public infrastructure within each Phase (ie. Streets, sidewalks, water, sewer, storm drain and paving). 3. Major Public improvements include the cost of public infrastructure outside of each Phase required for the construction of each phase. 4. This estimate is based on the concept plan prepared by Kimley-Horn dated October 2023. 5. This OPC was prepared without the benefit of detailed design, studies, or geotecehnical information and is subject to change as additional information becomes available. 6. This OPC does not include land costs, land maintenance, taxes, HOA support, legal financing, maketing, etc. 7. Park fees are not included and are assumed to be paid at time of building permit. 8. This OPC assumes general costs for landscape improvements and screening walls. It does not include detailed costs for amenity center, park improvements, sports fields, etc. Allocations should be verified by the end user. 9. Users of this OPC should contact suppliers or contractors for unit price inquiries that match their construction timing. 10. Unit prices are subject to market conditions and may vary from this OPC. 11. Inflation is not factored in this OPC. 12. Professional fees included are for budgeting purposes only and do not constitute a proposal. Fees are subject to change, and the % of cost assumptions may vary. 13. Budgeting by line item, sections, or division should be avoided. OPC line item costs are less accurate than section / division subtotals, and seection /division subtotals are less accurate than the total proejct cost. 14. Costs associated with the ongoing operations and managment of a PID are not included. 15. The limits of downstream flooding, based on a dam breach, are preliminary and subject to change based on a detailed dam breach analysis. Grading 1. A detailed grading study was not available. Average earthwork values and retaining wall costs are based on similar projects. 2. A final geotechnical study was not available. 3. The extent of moisture conditioning is based on similar projects in the vicinity and not on a thurough geotechnical analysis. 4. Unit prices do not reflect rock excavation, however should be confirmed with final geotechnical study. 5. This OPC is based on Type A lot drainge, with the exception of lots backing to existing creeks. Water 1. The property is located within the City of Anna's water CCN. 2. All water lines are assumed to be 8" unless otherwise shown. 3. Major water line sizes were obtained from the City of Anna's Water Master Plan. 4. Water lines include all fittings, tees, crosses and other appurtenances. 5. Fire hydrant assembly includes all fittings, tees and valves. 6. Assumes all waterliens are less than 8' deep. 7. This OPC was prepared without the benefit of a water model. Sewer 1. The property is located within the City of Anna's sewer CCN. 2. The property will be serviced by the City of Anna's future WWTP and downstream gravity sewer collector. 3. The project will extend sewer to the City limits lines for extension by the City of Van Alstyne. 4. Major sewer line sizes were obtained from the City of Anna's Sewer Master Plan. Storm Drainage 1. A final drainage study was not available for the preparation of this OPC. 2. Pipe sizes have been approximated using estimated drainage areas. 3. Assumes detention basins will be constructed with each respective phase. 4. Final detention basin sizing may affect final lot count. Paving 1. A final geotechnical study was not available. Pavement thicknesses are based on similar projects and are subject to change. 2. Sidewalk sizes are based on proposed development standards. 3. This OPC assumes that DR Horton is constructing the east half of Buddy Hayes Parkway with the accompanying water, sewer and storm drain improvments. 4. This OPC assumes that the project will be responsible for the construction of the south 3 lanes of Mantua Parkway only. 5. Bridge and major culvert sizes are approximate and subject to change based on the findings of a final draiange analysis. Page 3 of 20 EXHIBIT B: DA Page 122 of 289 LIBERTY HILLS OPINION OF PROBABLE COST DIRECT PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL NO. OF LOTS:285 210 121 116 190 156 326 58 418 1,880 GROSS AC.78 55 31 43 50 65 75 23 97 519 A. ROADWAY CLEARING & EXCAVATION DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 16.7 $25,102 11.2 $16,735 7.3 $11,019 8.2 $12,231 11.6 $17,397 11.8 $17,638 14.5 $21,749 3.6 $5,425 18.4 $27,555 103.2 $154,852 UNCLASSIFIED EXCAVATION (2 VF / SF) CY $3.50 53,996 $188,987 35,999 $125,995 23,704 $82,965 26,310 $92,085 37,423 $130,981 37,942 $132,798 46,785 $163,747 11,670 $40,846 59,274 $207,459 333,103 $1,165,862 4' MOISTURE CONDITIONING CY $3.75 107,992.4 $404,972 71,997.3 $269,990 47,408.3 $177,781 52,620.0 $197,325 74,846.2 $280,673 75,884.7 $284,568 93,569.6 $350,886 23,340.6 $87,527 118,547.7 $444,554 666,207.0 $2,498,276 SAWCUT AND REMOVE EXISTING AC PAVEMENT SF $6.50 89,292.0 $580,398 0.0 $0 0.0 $0 7,720.0 $50,180 0.0 $0 0.0 $0 0.0 $0 0.0 $0 3,900 $25,350 100,912 $655,928 TESTING CY $0.30 53,996 $16,199 35,999 $10,800 23,704 $7,111 26,310 $7,893 37,423 $11,227 37,942 $11,383 46,785 $14,035 11,670 $3,501 59,274 $17,782 333,103 $99,931 TOTAL CLEARING & EXCAVATION $1,215,657 $423,520 $278,876 $359,714 $440,278 $446,387 $550,418 $137,300 $722,700 $4,574,849 B. WATER DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 8" P.V.C. WATERLINE LF $60.00 15,100 $906,000 9,530 $571,800 4,260 $255,600 7,670 $460,200 7,720 $463,200 8,750 $525,000 12,750 $765,000 3,690 $221,400 16,184 $971,040 85,654 $5,139,240 12" P.V.C. WATERLINE LF $110.00 0 $0 0 $0 2,100 $231,000 0 $0 2,010 $221,100 1,420 $156,200 0 $0 0 $0 0 $0 5,530 $608,300 8" GATE VALVE EA $2,800.00 53 $148,400 31 $86,800 12 $33,600 23 $64,400 23 $64,400 26 $72,800 36 $100,800 12 $33,600 50 $140,000 266 $744,800 12" GATE VALVE EA $7,000.00 0 $0 0 $0 5 $35,000 0 $0 7 $49,000 3 $21,000 0 $0 0 $0 0 $0 15 $105,000 2" IRRIGATION SERVICE EA $4,000.00 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 2 $8,000 0 $0 16 $64,000 2" AMENITY CENTER SERVICE EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 1 $4,000 0 $0 0 $0 0 $0 2 $8,000 3/4" WATER SERVICE EA $1,200.00 285 $342,000 210 $252,000 121 $145,200 116 $139,200 190 $228,000 156 $187,200 326 $391,200 58 $69,600 418 $501,600 1,880 $2,256,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 29 $217,500 21 $157,500 12 $90,000 15 $112,500 20 $150,000 21 $157,500 24 $180,000 6 $45,000 30 $225,000 178 $1,335,000 TRENCH SAFETY LF $1.00 15,100 $15,100 9,530 $9,530 6,360 $6,360 7,670 $7,670 9,730 $9,730 10,170 $10,170 12,750 $12,750 3,690 $3,690 16,184 $16,184 91,184 $91,184 TESTING (EXCLUDING GEOTECH) LF $1.00 15,100 $15,100 9,530 $9,530 6,360 $6,360 7,670 $7,670 9,730 $9,730 10,170 $10,170 12,750 $12,750 3,690 $3,690 16,184 $16,184 91,184 $91,184 TESTING (GEOTECH) LF $1.00 15,100 $15,100 9,530 $9,530 6,360 $6,360 7,670 $7,670 9,730 $9,730 10,170 $10,170 12,750 $12,750 3,690 $3,690 16,184 $16,184 91,184 $91,184 BONDS % 2.00% $1,671,200 $33,424 $1,104,690 $22,094 $817,480 $16,350 $807,310 $16,146 $1,212,890 $24,258 $1,162,210 $23,244 $1,483,250 $29,665 $388,670 $7,773 $1,886,192 $37,724 $10,533,892 $210,678 INSPECTION FEES % 3.00% $1,671,200 $50,136 $1,104,690 $33,141 $817,480 $24,524 $807,310 $24,219 $1,212,890 $36,387 $1,162,210 $34,866 $1,483,250 $44,498 $388,670 $11,660 $1,886,192 $56,586 $10,533,892 $316,017 TOTAL WATER $1,754,760 $1,159,925 $858,354 $847,676 $1,273,535 $1,220,321 $1,557,413 $408,104 $1,980,502 $11,060,587 C. SEWER DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL LF $60.00 11,000 $660,000 8,470 $508,200 4,410 $264,600 6,230 $373,800 7,970 $478,200 6,830 $409,800 11,990 $719,400 2,380 $142,800 15,000 $900,000 74,280 $4,456,800 LF $75.00 1,350 $101,250 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,350 $101,250 LF $150.00 1,300 $195,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,300 $195,000 LF $150.00 2,375 $356,250 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,375 $356,250 LF $60.00 0 $0 1,105 $66,300 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,105 $66,300 LF $60.00 0 $0 0 $0 970 $58,200 640 $38,400 0 $0 0 $0 0 $0 0 $0 0 $0 1,610 $96,600 4' DIAMETER MANHOLE (ALL DEPTHS) EA $10,000.00 34 $340,000 27 $270,000 15 $150,000 26 $260,000 24 $240,000 20 $200,000 35 $350,000 8 $80,000 40 $400,000 229 $2,290,000 5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 11 $176,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 11 $176,000 CLEANOUT EA $1,200.00 9 $10,800 5 $6,000 1 $1,200 2 $2,400 2 $2,400 5 $6,000 3 $3,600 0 $0 13 $15,600 40 $48,000 4" SERVICE EA $1,500.00 285 $427,500 210 $315,000 121 $181,500 116 $174,000 190 $285,000 156 $234,000 326 $489,000 58 $87,000 418 $627,000 1,880 $2,820,000 TRENCH SAFETY LF $1.00 16,025 $16,025 8,470 $8,470 4,410 $4,410 6,230 $6,230 7,970 $7,970 6,830 $6,830 11,990 $11,990 2,380 $2,380 15,000 $15,000 79,305 $79,305 TESTING (EXCLUDING GEOTECH) LF $1.00 16,025 $16,025 8,470 $8,470 4,410 $4,410 6,230 $6,230 7,970 $7,970 6,830 $6,830 11,990 $11,990 2,380 $2,380 15,000 $15,000 79,305 $79,305 TESTING (GEOTECH) LF $1.00 16,025 $16,025 8,470 $8,470 4,410 $4,410 6,230 $6,230 7,970 $7,970 6,830 $6,830 11,990 $11,990 2,380 $2,380 15,000 $15,000 79,305 $79,305 BONDS % 2.00% $2,314,875 $46,298 $1,190,910 $23,818 $668,730 $13,375 $867,290 $17,346 $1,029,510 $20,590 $870,290 $17,406 $1,597,970 $31,959 $316,940 $6,339 $1,987,600 $39,752 $10,844,115 $216,882 INSPECTION FEES % 3.00% $2,314,875 $69,446 $1,190,910 $35,727 $668,730 $20,062 $867,290 $26,019 $1,029,510 $30,885 $870,290 $26,109 $1,597,970 $47,939 $316,940 $9,508 $1,987,600 $59,628 $10,844,115 $325,323 TOTAL SEWER $2,430,619 $1,250,456 $702,167 $910,655 $1,080,986 $913,805 $1,677,869 $332,787 $2,086,980 $11,386,321 Phase 2 Phase 2 Phase 2 Phase 1 Phase 1 Phase 1 Phase 5 Thornton Thornton ThorntonPhase5 TOTAL 8" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) 15" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) 12" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) SS-P1 (15" SDR-26 P.V.C. SEWERLINE) SS-P2 (8" SDR-26 P.V.C. SEWERLINE) SS-P4 (8" SDR-26 P.V.C. SEWERLINE) Phase 6 Phase 6 Phase 6 Phase 3 Phase 4 Phase 3 Phase 4 Phase 3 Phase 4 Phase 5 Phase 8 Phase 7 Phase 8 Phase 7 Phase 8 Phase 7 TOTAL TOTAL Page 4 of 20 EXHIBIT B: DA Page 123 of 289 LIBERTY HILLS OPINION OF PROBABLE COST DIRECT PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 D. STORM SEWER DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 4,460 $356,800 3,220 $257,600 2,408 $192,640 3,055 $244,400 2,959 $236,720 3,200 $256,000 3,701 $296,080 1,130 $90,400 4,330 $346,400 28,463 $2,277,040 24" RCP LF $100.00 3,810 $381,000 1,800 $180,000 1,020 $102,000 1,857 $185,700 2,368 $236,800 1,847 $184,700 2,869 $286,900 963 $96,300 2,110 $211,000 18,644 $1,864,400 30" RCP LF $125.00 1,940 $242,500 320 $40,000 298 $37,250 1,080 $135,000 1,073 $134,125 681 $85,125 1,136 $142,000 271 $33,875 1,304 $163,000 8,103 $1,012,875 36" RCP LF $165.00 430 $70,950 251 $41,415 258 $42,570 275 $45,375 72 $11,880 268 $44,220 667 $110,055 296 $48,840 1,485 $245,025 4,002 $660,330 42" RCP LF $225.00 0 $0 0 $0 0 $0 0 $188 0 $0 0 $0 766 $172,350 0 $0 910 $204,750 1,676 $377,100 48" RCP LF $270.00 0 $0 360 $97,200 0 $0 0 $0 0 $0 0 $0 133 $35,910 0 $0 0 $0 493 $133,110 54" RCP LF $340.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,380 $469,200 0 $0 0 $0 185 $62,900 1,565 $532,100 18" SLOPED END HEADWALL EA $4,000.00 2 $8,000 2 $8,000 4 $16,000 0 $0 0 $0 4 $16,000 3 $12,000 0 $0 1 $4,000 16 $64,000 24" SLOPED END HEADWALL EA $4,500.00 6 $27,000 2 $9,000 2 $9,000 0 $0 3 $13,500 2 $9,000 0 $0 0 $0 2 $9,000 17 $76,500 30" SLOPED END HEADWALL EA $5,000.00 1 $5,000 2 $10,000 0 $0 1 $5,000 2 $10,000 1 $5,000 2 $10,000 0 $0 0 $0 9 $45,000 36" SLOPED END HEADWALL EA $5,500.00 2 $11,000 1 $5,500 1 $5,500 0 $0 1 $5,500 1 $5,500 1 $5,500 1 $5,500 0 $0 8 $44,000 42" SLOPED END HEADWALL EA $6,000.00 0 $0 0 $0 0 $0 1 $6,000 0 $0 0 $0 0 $0 0 $0 0 $0 1 $6,000 48" SLOPED END HEADWALL EA $6,500.00 0 $0 1 $6,500 0 $0 0 $0 0 $0 0 $0 1 $6,500 0 $0 0 $0 2 $13,000 54" SLOPED END HEADWALL EA $7,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 1 $7,000 0 $0 0 $0 0 $0 1 $7,000 STANDARD 10' INLET EA $6,500.00 70 $455,000 45 $292,500 34 $221,000 42 $273,000 51 $331,500 48 $312,000 64 $416,000 20 $130,000 73 $474,500 447 $2,905,500 4' STORM MANHOLE EA $8,000.00 17 $136,000 9 $72,000 4 $32,000 11 $88,000 13 $104,000 8 $64,000 14 $112,000 4 $32,000 11 $88,000 91 $728,000 5' STORM MANHOLE EA $12,500.00 3 $37,500 2 $25,000 1 $12,500 1 $12,500 1 $12,500 1 $12,500 5 $62,500 1 $12,500 8 $100,000 23 $287,500 6' STORM MANHOLE EA $18,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 4 $72,000 0 $0 0 $0 1 $18,000 5 $90,000 RIP-RAP SY $100.00 440 $44,000 320 $32,000 280 $28,000 80 $8,000 240 $24,000 360 $36,000 280 $28,000 40 $4,000 120 $12,000 2,160 $216,000 4' X 4' TYPE Y INLET EA $7,500.00 3 $22,500 0 $0 1 $7,500 0 $0 0 $0 2 $15,000 3 $22,500 0 $0 2 $15,000 11 $82,500 DETENTION POND EA $150,000.00 4 $600,000 2 $300,000 2 $300,000 1 $150,000 2 $300,000 3 $450,000 2 $300,000 0 $0 2 $300,000 18 $2,700,000 TRENCH SAFETY LF $1.00 10,640 $10,640 5,951 $5,951 3,984 $3,984 6,267 $6,267 6,472 $6,472 5,996 $5,996 9,272 $9,272 2,660 $2,660 10,324 $10,324 61,566 $61,566 TESTING (GEOTECH) LF $1.00 10,640 $10,640 5,951 $5,951 3,984 $3,984 6,267 $6,267 6,472 $6,472 5,996 $5,996 9,272 $9,272 2,660 $2,660 10,324 $10,324 61,566 $61,566 BONDS % 2.00% $2,418,530 $48,371 $1,388,617 $27,772 $1,013,928 $20,279 $1,165,697 $23,314 $1,433,469 $28,669 $2,055,237 $41,105 $2,036,839 $40,737 $458,735 $9,175 $2,274,223 $45,484 $14,245,275 $284,906 INSPECTION FEE % 3.00% $2,418,530 $72,556 $1,388,617 $41,659 $1,013,928 $30,418 $1,165,697 $34,971 $1,433,469 $43,004 $2,055,237 $61,657 $2,036,839 $61,105 $458,735 $13,762 $2,274,223 $68,227 $14,245,275 $427,358 TOTAL STORM SEWER $2,539,457 $1,458,048 $1,064,624 $1,223,982 $1,505,142 $2,157,999 $2,138,681 $481,672 $2,387,934 $14,957,351 E. STREET PAVING DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 6" REINF. CONCRETE STREET PAVEMENT SY $54.00 52,754 $2,848,728 34,664 $1,871,880 23,072 $1,245,900 25,500 $1,377,024 36,270 $1,958,586 36,335 $1,962,078 44,700 $2,413,800 11,433 $617,406 55,874 $3,017,196 320,604 $17,312,598 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 55,935 $209,755 36,704 $137,640 24,433 $91,623 26,931 $100,993 38,411 $144,041 38,465 $144,244 47,391 $177,717 12,140 $45,524 59,226 $222,098 339,636 $1,273,634 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 1,119 $335,609 734 $220,223 489 $146,597 539 $161,588 768 $230,466 769 $230,790 948 $284,347 243 $72,838 1,185 $355,356 6,793 $2,037,814 10 MIL POLY SF $0.45 169,440 $76,248 114,240 $51,408 71,556 $32,200 79,632 $35,834 116,184 $52,283 121,476 $54,664 152,580 $68,661 40,632 $18,284 177,771 $79,997 1,043,511 $469,580 STREET BARRICADE EA $2,000.00 2 $4,000 0 $0 2 $4,000 0 $0 2 $4,000 2 $4,000 0 $0 0 $0 0 $0 8 $16,000 REMOVE BARRICADE AND CONNECT TO EX. STREET EA $1,500.00 0 $0 2 $3,000 0 $0 0 $0 2 $3,000 2 $3,000 1 $1,500 1 $1,500 0 $0 8 $12,000 PAVEMENT HEADER LF $35.00 62 $2,170 0 $0 62 $2,170 0 $0 62 $2,170 62 $2,170 0 $0 0 $0 0 $0 248 $8,680 BARRIER FREE PEDESTRIAN RAMP EA $2,500.00 46 $115,000 32 $80,000 15 $37,500 18 $45,000 29 $72,500 30 $75,000 38 $95,000 8 $20,000 89 $222,500 305 $762,500 STREET SIGN EA $1,000.00 25 $25,000 15 $15,000 7 $7,000 16 $16,000 16 $16,000 21 $21,000 18 $18,000 6 $6,000 33 $33,000 157 $157,000 STOP SIGN EA $500.00 24 $12,000 16 $8,000 7 $3,500 10 $5,000 12 $6,000 17 $8,500 18 $9,000 4 $2,000 27 $13,500 135 $67,500 5' CONCRETE SIDEWALK LF $45.00 28,240 $1,270,800 17,260 $776,700 9,886 $444,870 13,272 $597,240 17,534 $789,030 17,536 $789,120 25,430 $1,144,350 6,772 $304,740 29,839 $1,342,755 165,769 $7,459,605 10' CONCRETE TRAIL LF $85.00 0 $0 1,780 $151,300 2,040 $173,400 0 $0 1,830 $155,550 2,710 $230,350 0 $0 0 $0 0 $0 8,360 $710,600 BRIDGE B6 (ASSUMES 50 FT WIDTH) LF $5,000.00 0 $0 0 $0 0 0 $0 0 $0 0 0 $0 250 $1,250,000 $0 $0 $250 $1,250,000 BONDS % 2.00% $4,899,310 $97,986 $3,315,151 $66,303 $2,188,760 $43,775 $2,338,679 $46,774 $3,433,626 $68,673 $3,524,916 $70,498 $4,212,375 $84,248 $1,088,292 $21,766 $5,286,401 $105,728 $30,287,511 $605,750 INSPECTION FEE % 3.00% $4,899,310 $146,979 $3,315,151 $99,455 $2,188,760 $65,663 $2,338,679 $70,160 $3,433,626 $103,009 $3,524,916 $105,747 $4,212,375 $126,371 $1,088,292 $32,649 $5,286,401 $158,592 $30,287,511 $908,625 TOTAL STREET PAVING $5,144,276 $3,480,908 $2,298,198 $2,455,613 $3,605,307 $3,701,162 $4,422,994 $2,392,707 $5,550,722 $33,051,886 F. EROSION CONTROL DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL EROSION CONTROL INSPECTION & MAINTENANCE LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 9 $90,000 SILT FENCE LF $2.00 10,180 $20,360 8,490 $16,980 5,100 $10,200 5,880 $11,760 6,800 $13,600 11,050 $22,100 8,800 $17,600 4,510 $9,020 5,400 $10,800 66,210 $132,420 CURLEX LF $2.00 24,150 $48,300 17,950 $35,900 11,200 $22,400 13,330 $26,660 17,960 $35,920 18,260 $36,520 23,740 $47,480 6,000 $12,000 29,629 $59,258 162,219 $324,438 INLET PROTECTION EA $175.00 73 $12,775 45 $7,875 35 $6,125 42 $7,350 51 $8,925 50 $8,750 67 $11,725 20 $3,500 75 $13,125 458 $80,150 CONSTRUCTION ENTRANCE EA $3,500.00 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 1 $3,500 9 $31,500 TOTAL EROSION CONTROL $94,935 $74,255 $52,225 $59,270 $71,945 $80,870 $90,305 $38,020 $96,683 $658,508 Phase 1 Phase 2 Phase 2 Phase 2 Phase 6 Thornton Thornton Phase 5 Phase 5 Phase4Phase1 Phase 3 Phase 6 Phase 8 Phase 7 Phase 8 Phase 7 Phase 8 Phase 7 Thornton Phase 4 Phase 3 Phase 4 TOTAL Phase 1 Phase 5 Phase6Phase3 TOTAL TOTAL Page 5 of 20 EXHIBIT B: DA Page 124 of 289 LIBERTY HILLS OPINION OF PROBABLE COST DIRECT PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 G. MISCELLANEOUS DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL STREET LIGHTS EA $4,000.00 33 $132,000 26 $104,000 14 $56,000 19 $76,000 26 $104,000 26 $104,000 30 $120,000 10 $40,000 38 $152,000 222 $888,000 4" PVC UTILITY SLEEVE LF $15.00 2,000 $30,000 1,400 $21,000 1,100 $16,500 1,100 $16,500 1,400 $21,000 1,800 $27,000 1,600 $24,000 600 $9,000 2,040 $30,600 13,040 $195,600 FINAL GEOTECHNICAL REPORT LOT $150.00 285 $42,750 210 $31,500 121 $18,150 116 $17,400 190 $28,500 156 $23,400 326 $48,900 58 $8,700 418 $62,700 1,880 $282,000 TOTAL MISCELLANEOUS $204,750 $156,500 $90,650 $109,900 $153,500 $154,400 $192,900 $57,700 $245,300 $1,365,600 SUMMARY - DIRECT PUBLIC IMPROVEMENTS - CITY OF ANNA A. CLEARING & EXCAVATION $1,215,657 $423,520 $278,876 $359,714 $440,278 $446,387 $550,418 $137,300 $722,700 $4,574,849 B. WATER $1,754,760 $1,159,925 $858,354 $847,676 $1,273,535 $1,220,321 $1,557,413 $408,104 $1,980,502 $11,060,587 C. SEWER $2,430,619 $1,250,456 $702,167 $910,655 $1,080,986 $913,805 $1,677,869 $332,787 $2,086,980 $11,386,321 D. STORM SEWER $2,539,457 $1,458,048 $1,064,624 $1,223,982 $1,505,142 $2,157,999 $2,138,681 $481,672 $2,387,934 $14,957,351 E. STREET PAVING $5,144,276 $3,480,908 $2,298,198 $2,455,613 $3,605,307 $3,701,162 $4,422,994 $2,392,707 $5,550,722 $33,051,886 F. EROSION CONTROL $94,935 $74,255 $52,225 $59,270 $71,945 $80,870 $90,305 $38,020 $96,683 $658,508 G. MISCELLANEOUS $204,750 $156,500 $90,650 $109,900 $153,500 $154,400 $192,900 $57,700 $245,300 $1,365,600 SUB-TOTAL $13,384,453 $8,003,611 $5,345,094 $5,966,809 $8,130,693 $8,674,943 $10,630,579 $3,848,289 $13,070,820 $77,055,102 SURVEY, PLATTING, ENG., PERMITTING, & STAKING (10%) $1,338,445 $800,361 $534,509 $596,681 $813,069 $867,494 $1,063,058 $384,829 $1,307,082 $7,705,510 CONSTRUCTION MANAGEMENT (1.75%) $234,228 $140,063 $93,539 $104,419 $142,287 $151,812 $186,035 $67,345 $228,739 $1,348,464 CITY FEES (0.2%) $26,769 $16,007 $10,690 $11,934 $16,261 $17,350 $21,261 $7,697 $26,142 $154,110 MISCELLANEOUS & CONTINGENCY (15%) $2,007,668 $1,200,542 $801,764 $895,021 $1,219,604 $1,301,241 $1,594,587 $577,243 $1,960,623 $11,558,265 TOTAL DIRECT PUBLIC IMPROVEMENTS COST $16,991,563 $10,160,584 $6,785,597 $7,574,863 $10,321,915 $11,012,840 $13,495,520 $4,885,402 $16,593,406 $97,821,452 Phase 3 Phase 4 TOTALPhase5Phase6Phase7Phase8Phase1 Phase 2 Phase 2 Phase 1 Phase4Phase3 Phase6Phase5 Thornton Thornton TOTALPhase8Phase7 Page 6 of 20 EXHIBIT B: DA Page 125 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thronton TOTAL NO. OF LOTS:285 210 121 116 190 156 326 58 418 1,880 GROSS AC.78 55 31 43 50 65 75 23 97 519 A. CLEARING & EXCAVATION A.1 CLEARING & EXCAVATION - MANTUA PARKWAY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 12.6 $18,965 0.0 $0 2.5 $3,675 0.0 $0 0.0 $0 0.0 $0 3.3 $4,875 18.3 $27,515 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 40,796 $142,787 0 $0 7,905 $27,669 0 $0 0 $0 0.00 $0 10,487 $36,703 59,188.3 $207,159 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 81,593 $305,972 0 $0 15,811 $59,290 0 $0 0 $0 0 $0 20,973 $78,650 118,376.6 $443,912 TESTING CY $0.30 0 $0 0 $0 40,796 $12,239 0 $0 7,905 $2,372 0 $0 0 $0 0 $0 10,487 $3,146 59,188.3 $17,756 TOTAL CLEARING & EXCAVATION - MANTUA PKWY $0 $0 $479,963 $0 $93,005 $0 $0 $0 $123,374 $696,343 A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 5.8 $8,762 1.9 $2,847 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 7.7 $11,609 UNCLASSIFIED EXCAVATION CY $3.50 18,848 $65,969 6,124 $21,436 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 24,972.8 $87,405 4' MOISTURE CONDITIONING CY $3.75 37,697 $141,363 12,249 $45,933 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 49,945.6 $187,296 TESTING CY $0.30 18,848 $5,655 6,124 $1,837 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 24,972.8 $7,492 TOTAL CLEARING & EXCAVATION - STANDRIDGE PKWY $221,749 $72,053 $0 $0 $0 $0 $0 $0 $0 $293,802 A.3 CLEARING & EXCAVATION - ROSAMOND PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.7 $1,069 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.7 $1,069 UNCLASSIFIED EXCAVATION CY $3.50 2,300 $8,051 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,300.4 $8,051 4' MOISTURE CONDITIONING CY $3.75 4,601 $17,253 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,600.7 $17,253 TESTING CY $0.30 2,300 $690 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,300.4 $690 TOTAL CLEARING & EXCAVATION - ROSAMOND PKWY $27,064 $0 $0 $0 $0 $0 $0 $0 $0 $27,064 A.4 CLEARING & EXCAVATION - COUNTY ROAD 289 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 2.8 $4,185 2.8 $4,185 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,002 $31,508 9,002.4 $31,508 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 18,005 $67,518 18,004.8 $67,518 TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,002 $2,701 9,002.4 $2,701 TOTAL CLEARING & EXCAVATION - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $105,912 $105,912 A.5 CLEARING & EXCAVATION - COUNTY ROAD 290 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,100 0.8 $1,210 0.0 $0 1.4 $2,040 3.6 $5,350 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 0 $0 0 $0 4,517 $15,811 2,604 $9,113 0 $0 4,388 $15,359 11,509.4 $40,283 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 9,035 $33,880 5,208 $19,528 0 $0 8,777 $32,912 23,018.8 $86,320 TESTING CY $0.30 0 $0 0 $0 0 $0 0 $0 0 $0 4,517 $1,355 2,604 $781 0 $0 4,388 $1,316 11,509.4 $3,453 TOTAL CLEARING & EXCAVATION - COUNTY ROAD 290 $0 $0 $0 $0 $0 $53,146 $30,633 $0 $51,627 $135,406 TOTAL Phase 1 Phase 6 Phase 7 Phase 2 Phase 3 Phase 4 TOTAL Phase 8 Phase 8 Phase8Phase5Phase6Phase7 Phase 4 Phase 5 Phase 6 Phase 7 Phase5Phase2Phase3 Phase 4 TOTAL TOTAL TOTAL Phase 5 Phase 6 Phase 7 Phase 1 Phase 1 Phase 8 Thornton Thornton Thornton Thornton Thornton Phase 8 Phase 3 Phase 4 Phase 1 Phase 2 Phase 3 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 2 Page 7 of 20 EXHIBIT B: DA Page 126 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 A.6 CLEARING & EXCAVATION - ROAD A DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 1.4 $2,076 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,076 UNCLASSIFIED EXCAVATION CY $3.50 4,465 $15,629 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,465.4 $15,629 4' MOISTURE CONDITIONING CY $3.75 8,931 $33,491 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,930.8 $33,491 TESTING CY $0.30 4,465 $1,340 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,465.4 $1,340 TOTAL CLEARING & EXCAVATION - ROAD A $52,535 $0 $0 $0 $0 $0 $0 $0 $0 $52,535 A.7 CLEARING & EXCAVATION - ROAD B DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 1.4 $2,143 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.4 $2,143 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 4,610 $16,134 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,609.8 $16,134 4' MOISTURE CONDITIONING CY $3.75 0 $0 9,220 $34,573 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,219.6 $34,573 TESTING CY $0.30 0 $0 4,610 $1,383 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,609.8 $1,383 TOTAL CLEARING & EXCAVATION - ROAD B $0 $54,233 $0 $0 $0 $0 $0 $0 $0 $54,233 A.8 CLEARING & EXCAVATION - ROAD C DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.0 $0 0.0 $0 0.0 $0 1.9 $2,870 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 1.9 $2,870 UNCLASSIFIED EXCAVATION CY $3.50 0 $0 0 $0 0 $0 6,175 $21,612 0 $0 0 $0 0 $0 0 $0 0 $0 6,174.7 $21,612 4' MOISTURE CONDITIONING CY $3.75 0 $0 0 $0 0 $0 12,349 $46,311 0 $0 0 $0 0 $0 0 $0 0 $0 12,349.5 $46,311 TESTING CY $0.30 0 $0 0 $0 0 $0 6,175 $1,852 0 $0 0 $0 0 $0 0 $0 0 $0 6,174.7 $1,852 TOTAL CLEARING & EXCAVATION - ROAD C $0 $0 $0 $72,645 $0 $0 $0 $0 $0 $72,645 A.9 CLEARING & EXCAVATION - ROAD E DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING AC $1,500.00 0.2 $252 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.2 $252 UNCLASSIFIED EXCAVATION CY $3.50 543 $1,899 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 542.7 $1,899 4' MOISTURE CONDITIONING CY $3.75 1,085 $4,070 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,085.3 $4,070 TESTING CY $0.30 543 $163 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 542.7 $163 TOTAL CLEARING & EXCAVATION - ROAD E $6,384 $0 $0 $0 $0 $0 $0 $0 $0 $6,384 Phase 7 Phase 8 Phase 5 Phase 6 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 TOTAL TOTAL Phase 1 Phase 7 Phase 1 Phase 3 Phase3Phase1 Phase 1 Phase 2 Phase 3 Phase6Phase4Phase5 Phase 4 Phase 5 Phase 6 Phase 4 Phase 7 TOTAL TOTAL Phase 8 Phase 8 Phase 2 Thornton Thornton Thornton Thornton Phase 2 Phase 2 Phase 3 Page 8 of 20 EXHIBIT B: DA Page 127 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 B. WATER B.1 WATER - MANTUA PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 6,396 $959,400 0 $0 1,710 $256,500 0 $0 0 $0 0 $0 2,220 $333,000 10,326.0 $1,548,900 16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 15 $375,000 0 $0 3 $75,000 0 $0 0 $0 0 $0 5 $125,000 23.0 $575,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 8 $60,000 0 $0 4 $30,000 0 $0 0 $0 0 $0 5 $37,500 17.0 $127,500 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 2.0 $10,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 6,396 $6,396 0 $0 1,710 $1,710 0 $0 0 $0 0 $0 2,220 $2,220 10,326.0 $10,326 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 6,396 $6,396 0 $0 1,710 $1,710 0 $0 0 $0 0 $0 2,220 $2,220 10,326.0 $10,326 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 6,396 $6,396 0 $0 1,710 $1,710 0 $0 0 $0 0 $0 2,220 $2,220 10,326.0 $10,326 BONDS % 2.00% $0 $0 $0 $0 $84,188 $1,684 $0 $0 $35,130 $703 $0 $0 $0 $0 $0 $0 $507,160 $10,143 626,478.0 $12,530 INSPECTION FEE % 3.00% $0 $0 $0 $0 $84,188 $2,526 $0 $0 $35,130 $1,054 $0 $0 $0 $0 $0 $0 $507,160 $15,215 626,478.0 $18,794 TOTAL WATER - MANTUA PKWY $0 $0 $1,422,797 $0 $368,387 $0 $0 $0 $532,518 $2,323,702 B.2 WATER - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 4,660 $699,000 1,160 $174,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $873,000 16" BUTTERFLY VALVE EA $25,000.00 13 $325,000 2 $50,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 15.0 $375,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 6 $45,000 2 $15,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8.0 $60,000 REMOVE EXISTING WATERLINE LS $25,000.00 1 $25,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $25,000 TRENCH SAFETY LF $1.00 4,660 $4,660 1,160 $1,160 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $5,820 TESTING (EXCLUDING GEOTECH) LF $1.00 4,660 $4,660 1,160 $1,160 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $5,820 TESTING (GEOTECH) LF $1.00 4,660 $4,660 1,160 $1,160 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,820.0 $5,820 BONDS % 2.00% $1,107,980 $22,160 $242,480 $4,850 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 1,350,460.0 $27,009 INSPECTION FEE % 3.00% $1,107,980 $33,239 $242,480 $7,274 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 1,350,460.0 $40,514 TOTAL WATER - STANDRIDGE PKWY $1,163,379 $254,604 $0 $0 $0 $0 $0 $0 $0 $1,417,983 B.3 WATER - ROSAMOND PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 570 $85,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $85,500 16" BUTTERFLY VALVE EA $25,000.00 1 $25,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $25,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 1 $7,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $7,500 CONNECT TO EXISTING EA $5,000.00 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000 TRENCH SAFETY LF $1.00 570 $570 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $570 TESTING (EXCLUDING GEOTECH) LF $1.00 570 $570 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $570 TESTING (GEOTECH) LF $1.00 570 $570 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 570.0 $570 BONDS % 2.00% $124,710 $2,494 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 124,710.0 $2,494 INSPECTION FEE % 3.00% $124,710 $3,741 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 124,710.0 $3,741 TOTAL WATER - ROSAMOND PKWY $130,946 $0 $0 $0 $0 $0 $0 $0 $0 $130,946 TOTAL Phase8Phase7Phase6 TOTALPhase2Phase3 (K to L) Phase3Phase2 (G to H) Phase 2 Phase 5 (L to N) Phase 6 Phase7Phase1 Phase 8 Thornton Phase 1 (B to G) Phase 1 (A to B) Phase 4 TOTAL Phase 8 Phase 5 Phase 3 Phase 4 Phase 5 Phase 6 Phase 4 Phase 7 Thornton Thornton Page 9 of 20 EXHIBIT B: DA Page 128 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 B.4 WATER - COUNTY ROAD 289 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 12" P.V.C. WATERLINE LF $110.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $213,400 1,940.0 $213,400 12" GATE VALVE EA $7,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 6 $42,000 6.0 $42,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 6 $45,000 6.0 $45,000 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 1.0 $5,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $1,940 1,940.0 $1,940 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $1,940 1,940.0 $1,940 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,940 $1,940 1,940.0 $1,940 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $311,220 $6,224 311,220.0 $6,224 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $311,220 $9,337 311,220.0 $9,337 TOTAL WATER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $326,781 $326,781 B.5 WATER - COUNTY ROAD 290 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 16" P.V.C. WATERLINE LF $150.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $280,500 1,172 $175,800 0 $0 0 $0 3,042.0 $456,300 16" BUTTERFLY VALVE EA $25,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 6 $150,000 3 $75,000 0 $0 0 $0 9.0 $225,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 4 $30,000 3 $22,500 0 $0 0 $0 7.0 $52,500 CONNECT TO EXISTING EA $5,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 1 $5,000 2 $10,000 0 $0 0 $0 3.0 $15,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $1,870 1,172 $1,172 0 $0 0 $0 3,042.0 $3,042 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $1,870 1,172 $1,172 0 $0 0 $0 3,042.0 $3,042 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $1,870 1,172 $1,172 0 $0 0 $0 3,042.0 $3,042 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $471,110 $9,422 $286,816 $5,736 $0 $0 $0 $0 757,926.0 $15,159 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $471,110 $14,133 $286,816 $8,604 $0 $0 $0 $0 757,926.0 $22,738 TOTAL WATER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $494,666 $301,157 $0 $0 $795,822 B.6 WATER - ROAD A DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 12" P.V.C. WATERLINE LF $110.00 670 $73,700 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $73,700 12" GATE VALVE EA $7,000.00 3 $21,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $21,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 1 $7,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $7,500 CONNECT TO EXISTING EA $5,000.00 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000 TRENCH SAFETY LF $1.00 670 $670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $670 TESTING (EXCLUDING GEOTECH) LF $1.00 670 $670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $670 TESTING (GEOTECH) LF $1.00 670 $670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 670.0 $670 BONDS % 2.00% $109,210 $2,184 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 109,210.0 $2,184 INSPECTION FEE % 3.00% $109,210 $3,276 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 109,210.0 $3,276 TOTAL WATER - ROAD A $114,671 $0 $0 $0 $0 $0 $0 $0 $0 $114,671 B.7 WATER - ROAD B DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 12" P.V.C. WATERLINE LF $110.00 0 $0 710 $78,100 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $78,100 12" GATE VALVE EA $7,000.00 0 $0 3 $21,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $21,000 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 1 $7,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $7,500 CONNECT TO EXISTING EA $5,000.00 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000 TRENCH SAFETY LF $1.00 0 $0 710 $710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $710 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 710 $710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $710 TESTING (GEOTECH) LF $1.00 0 $0 710 $710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 710.0 $710 BONDS % 2.00% $0 $0 $113,730 $2,275 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 113,730.0 $2,275 INSPECTION FEE % 3.00% $0 $0 $113,730 $3,412 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 113,730.0 $3,412 TOTAL WATER - ROAD B $0 $119,417 $0 $0 $0 $0 $0 $0 $0 $119,417 Phase2Phase1 (E to F) TOTAL TOTALPhase8 Phase 5 TOTAL ThorntonTOTALPhase5Phase6Phase7Phase8 Phase 1 Phase 2 Phase 3 Phase 1 Phase 2 (H to I) Phase 3 Phase 1 Phase 3 Phase 3 Phase 2 Phase 4 Phase 5 Phase 6 (N to P) Phase 7 (P to Q) Phase 4 Phase 4 Phase 5 Phase 6 Phase 4 Thornton Phase 8 Thorton (W to X) Phase 7 Phase 6 Phase 7 Thornton Phase 8 Page 10 of 20 EXHIBIT B: DA Page 129 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 B.8 WATER - ROAD C DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 8" P.V.C. WATERLINE LF $60.00 0 $0 0 $0 0 $0 1,730 $103,800 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $103,800 8" GATE VALVE EA $2,800.00 0 $0 0 $0 0 $0 4 $11,200 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $11,200 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 4 $30,000 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $30,000 TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 1,730 $1,730 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $1,730 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 1,730 $1,730 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $1,730 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 1,730 $1,730 0 $0 0 $0 0 $0 0 $0 0 $0 1,730.0 $1,730 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $150,190 $3,004 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 150,190.0 $3,004 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $150,190 $4,506 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 150,190.0 $4,506 TOTAL WATER - ROAD C $0 $0 $0 $157,700 $0 $0 $0 $0 $0 $157,700 B.9 WATER - ROAD E DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 8" P.V.C. WATERLINE LF $60.00 120 $7,200 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $7,200 8" GATE VALVE EA $2,800.00 1 $2,800 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $2,800 FIRE HYDRANT ASSEMBLY EA $7,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 CONNECT TO EXISTING EA $5,000.00 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000 TRENCH SAFETY LF $1.00 120 $120 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $120 TESTING (EXCLUDING GEOTECH) LF $1.00 120 $120 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $120 TESTING (GEOTECH) LF $1.00 120 $120 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 120.0 $120 BONDS % 2.00% $15,360 $307 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 15,360.0 $307 INSPECTION FEE % 3.00% $15,360 $461 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 15,360.0 $461 TOTAL WATER - ROAD E $16,128 $0 $0 $0 $0 $0 $0 $0 $0 $16,128 C. SANITARY SEWER C.1 SANITARY SEWER - M6 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL LF $350.00 0 $0 1,310 $458,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $458,500 5' DIAMETER MANHOLE (ALL DEPTHS) EA $16,000.00 0 $0 4 $64,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4.0 $64,000 TRENCH SAFETY LF $1.00 0 $0 1,310 $1,310 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $1,310 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 1,310 $1,310 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $1,310 TESTING (GEOTECH) LF $1.00 0 $0 1,310 $1,310 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,310.0 $1,310 BONDS % 2.00% $0 $0 $526,430 $10,529 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 526,430.0 $10,529 INSPECTION FEE % 3.00% $0 $0 $526,430 $15,793 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 526,430.0 $15,793 TOTAL SANITARY SEWER - M6 $0 $552,752 $0 $0 $0 $0 $0 $0 $0 $552,752 24" SDR-26 P.V.C. SEWERLINE (ALL DEPTHS) Phase 2 Phase 2 TOTAL TOTAL Thornton Thornton Phase 1 Phase 2 Phase 3 Phase 1 Phase 1 (C to D) Phase 5 Phase 6 Phase7Phase3 TOTAL Phase 4 Phase 5 Phase6Phase3 Phase 4 Phase 4 (L to M) Phase 8 Phase 5 Phase 6 Phase 7 Phase 8 Phase 8 ThorntonPhase7 Page 11 of 20 EXHIBIT B: DA Page 130 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 D. STORM SEWER D.1 STORM SEWER - MANTUA PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 3,010 $240,800 0 $0 560 $44,800 0 $0 0 $0 0 $0 405 $32,400 3,975.0 $318,000 24" RCP LF $100.00 0 $0 0 $0 1,450 $145,000 0 $0 465 $46,500 0 $0 0 $0 0 $0 470 $47,000 2,385.0 $238,500 30" RCP LF $125.00 0 $0 0 $0 70 $8,750 0 $0 0 $0 0 $0 0 $0 0 $0 510 $63,750 580.0 $72,500 36" RCP LF $165.00 0 $0 0 $0 25 $4,125 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 25.0 $4,125 42" RCP LF $225.00 0 $0 0 $0 150 $33,750 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 150.0 $33,750 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 2 $8,000 3.0 $12,000 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 3 $13,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $13,500 30" SLOPED END HEADWALL EA $5,000.00 0 $0 0 $0 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $5,000 42" SLOPED END HEADWALL EA $6,000.00 0 $0 0 $0 1 $6,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $6,000 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 19 $123,500 0 $0 3 $19,500 0 $0 0 $0 0 $0 5 $32,500 27.0 $175,500 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 9 $72,000 0 $0 2 $16,000 0 $0 0 $0 0 $0 4 $32,000 15.0 $120,000 5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 1 $12,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $12,500 CULVERT C4 LS $100,000.00 0 $0 0 $0 1 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000 STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 4,705 $4,705 0 $0 1,025 $1,025 0 $0 0 $0 0 $0 1,385 $1,385 7,115.0 $7,115 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 4,705 $4,705 0 $0 1,025 $1,025 0 $0 0 $0 0 $0 1,385 $1,385 7,115.0 $7,115 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 4,705 $4,705 0 $0 1,025 $1,025 0 $0 0 $0 0 $0 1,385 $1,385 7,115.0 $7,115 BONDS % 2.00% $0 $0 $0 $0 $783,040 $15,661 $0 $0 $129,875 $2,598 $0 $0 $0 $0 $0 $0 $219,805 $4,396 1,132,720.0 $22,654 INSPECTION FEE % 3.00% $0 $0 $0 $0 $783,040 $23,491 $0 $0 $129,875 $3,896 $0 $0 $0 $0 $0 $0 $219,805 $6,594 1,132,720.0 $33,982 TOTAL STORM SEWER - MANTUA PKWY $0 $0 $822,192 $0 $136,369 $0 $0 $0 $230,795 $1,189,356 D.2 STORM SEWER - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 1,900 $152,000 345 $27,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2,245.0 $179,600 24" RCP LF $100.00 1,340 $134,000 250 $25,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,590.0 $159,000 30" RCP LF $125.00 460 $57,500 50 $6,250 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 510.0 $63,750 18" SLOPED END HEADWALL EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $4,000 30" SLOPED END HEADWALL EA $5,000.00 1 $5,000 1 $5,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $10,000 STANDARD 10' INLET EA $6,500.00 10 $65,000 4 $26,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 14.0 $91,000 4' STORM MANHOLE EA $8,000.00 4 $32,000 1 $8,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5.0 $40,000 CULVERT C1 LS $100,000.00 1 $100,000 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000 CULVERT C2 LS $100,000.00 0 $0 1 $100,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $100,000 STORM DRAIN TRENCH SAFETY LF $1.00 3,700 $3,700 645 $645 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,345.0 $4,345 TESTING (EXCLUDING GEOTECH) LF $1.00 3,700 $3,700 645 $645 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,345.0 $4,345 TESTING (GEOTECH) LF $0.00 3,700 $0 645 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 4,345.0 $0 BONDS % 2.00% $556,900 $11,138 $199,140 $3,983 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 756,040.0 $15,121 INSPECTION FEE % 3.00% $556,900 $16,707 $199,140 $5,974 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 756,040.0 $22,681 TOTAL STORM SEWER - STANDRIDGE PKWY $584,745 $209,097 $0 $0 $0 $0 $0 $0 $0 $793,842 TOTAL TOTALPhase5Phase8Phase1Phase3Phase4 Phase 1 Phase 2 Phase 2 Phase 7 Phase8Phase4Phase3Phase5Phase6Phase7 Phase 6 Thornton Thornton Page 12 of 20 EXHIBIT B: DA Page 131 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 D.3 STORM SEWER - ROSAMOND PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 70 $5,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 70.0 $5,600 24" RCP LF $100.00 110 $11,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 110.0 $11,000 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STANDARD 10' INLET EA $6,500.00 1 $6,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $6,500 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 BONDS % 2.00% $23,100 $462 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 23,100.0 $462 INSPECTION FEE % 3.00% $23,100 $693 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 23,100.0 $693 TOTAL STORM SEWER - ROSAMOND PKWY $24,255 $0 $0 $0 $0 $0 $0 $0 $0 $24,255 D.4 STORM SEWER - COUNTY ROAD 289 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $44,000 550.0 $44,000 24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 470 $47,000 470.0 $47,000 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $8,000 2.0 $8,000 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,500 1.0 $4,500 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5 $32,500 5.0 $32,500 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $8,000 1.0 $8,000 STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $550 550.0 $550 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $550 550.0 $550 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 550 $550 550.0 $550 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 145,650 $2,913 145,650.0 $2,913 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 145,650 $4,370 145,650.0 $4,370 TOTAL STORM SEWER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $152,933 $152,933 D.5 STORM SEWER - COUNTY ROAD 290 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $43,200 810 $64,800 0 $0 80 $6,400 1,430.0 $114,400 24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 70 $7,000 0 $0 0 $0 70.0 $7,000 30" RCP LF $125.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 730 $91,250 730.0 $91,250 36" RCP LF $165.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 70 $11,550 70.0 $11,550 54" RCP LF $340.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 80 $27,200 80.0 $27,200 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $4,500 0 $0 0 $0 1.0 $4,500 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 2 $13,000 2 $13,000 0 $0 3 $19,500 7.0 $45,500 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2 $16,000 0 $0 1 $8,000 3.0 $24,000 5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $12,500 1.0 $12,500 STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $540 880 $880 0 $0 960 $960 2,380.0 $2,380 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $540 880 $880 0 $0 960 $960 2,380.0 $2,380 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 540 $540 880 $880 0 $0 960 $960 2,380.0 $2,380 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $57,820 $1,156 $107,940 $2,159 $0 $0 $179,280 $3,586 345,040.0 $6,901 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $57,820 $1,735 $107,940 $3,238 $0 $0 $179,280 $5,378 345,040.0 $10,351 TOTAL STORM SEWER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $60,711 $113,337 $0 $188,244 $362,292 TOTAL TOTAL TOTALPhase3Phase4Phase5Phase6Phase7 Phase 8 Phase 8 Phase 8 Thornton Phase 1 Phase 4 Phase 5 Phase 6 Phase7Phase1Phase2Phase3 Phase 2 Thornton Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Thornton Page 13 of 20 EXHIBIT B: DA Page 132 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 D.6 STORM SEWER - ROAD A DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 95 $7,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $7,600 24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 18" SLOPED END HEADWALL EA $4,000.00 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $4,000 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STANDARD 10' INLET EA $6,500.00 2 $13,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $13,000 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STORM DRAIN TRENCH SAFETY LF $1.00 95 $95 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $95 TESTING (EXCLUDING GEOTECH) LF $1.00 95 $95 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $95 TESTING (GEOTECH) LF $1.00 95 $95 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 95.0 $95 BONDS % 2.00% $24,885 $498 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 24,885.0 $498 INSPECTION FEE % 3.00% $24,885 $747 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 24,885.0 $747 TOTAL STORM SEWER - ROAD A $26,129 $0 $0 $0 $0 $0 $0 $0 $0 $26,129 D.7 STORM SEWER - ROAD B DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 320 $25,600 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 320.0 $25,600 24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STANDARD 10' INLET EA $6,500.00 0 $0 2 $13,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $13,000 4' STORM MANHOLE EA $8,000.00 0 $0 1 $8,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $8,000 5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 BONDS % 2.00% $0 $0 $46,600 $932 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 46,600.0 $932 INSPECTION FEE % 3.00% $0 $0 $46,600 $1,398 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 46,600.0 $1,398 TOTAL STORM SEWER - ROAD B $0 $48,930 $0 $0 $0 $0 $0 $0 $0 $48,930 D.8 STORM SEWER - ROAD C DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 18" RCP LF $80.00 0 $0 0 $0 0 $0 950 $76,000 0 $0 0 $0 0 $0 0 $0 0 $0 950.0 $76,000 24" RCP LF $100.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 18" SLOPED END HEADWALL EA $4,000.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 24" SLOPED END HEADWALL EA $4,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STANDARD 10' INLET EA $6,500.00 0 $0 0 $0 0 $0 3 $19,500 0 $0 0 $0 0 $0 0 $0 0 $0 3.0 $19,500 4' STORM MANHOLE EA $8,000.00 0 $0 0 $0 0 $0 1 $8,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $8,000 5' STORM MANHOLE EA $12,500.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 STORM DRAIN TRENCH SAFETY LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 TESTING (EXCLUDING GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 TESTING (GEOTECH) LF $1.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $103,500 $2,070 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 103,500.0 $2,070 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $103,500 $3,105 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 103,500.0 $3,105 TOTAL STORM SEWER - ROAD C $0 $0 $0 $108,675 $0 $0 $0 $0 $0 $108,675 TOTAL ThorntonPhase5Phase6Phase7Phase8 Phase 8 Phase 2 Phase 3 Phase 1 Phase 2 Phase 3 Phase 1 Phase 6 Phase 7 Thornton Phase 4 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 TOTAL TOTAL ThorntonPhase4Phase5 Page 14 of 20 EXHIBIT B: DA Page 133 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 E. PAVEMENT E.1 PAVEMENT - MANTUA PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 38,156 $3,052,498 0 $0 8,130 $650,391 0 $0 0 $0 0 $0 10,251 $820,053 56,536.8 $4,522,942 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 40,446 $151,671 0 $0 8,618 $32,316 0 $0 0 $0 0 $0 10,866 $40,746 59,929.0 $224,734 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 809 $242,674 0 $0 172 $51,706 0 $0 0 $0 0 $0 217 $65,194 1,198.6 $359,574 STRIPING & SIGNING LF $2.00 0 $0 0 $0 9,281.2 $18,562 0.0 $0 1,735.0 $3,470 0 $0 0 $0 0.0 $0 2230 $4,460 13,246.2 $26,492 10 MIL POLY SF $0.45 0 $0 0 $0 111,375 $50,119 0 $0 20,820 $9,369 0 $0 0 $0 0 $0 26,760 $12,042 158,954.9 $71,530 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 675 $37,125 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 675.0 $37,125 10' CONCRETE SIDEWALK LF $85.00 0 $0 0 $0 7,770 $660,450 0 $0 1735 $147,475 0 $0 0 $0 0 $0 2,230 $189,550 11,735.0 $997,475 TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 1,421 $248,597 0 $0 433 $75,794 0 $0 0 $0 0 $0 433 $75,775 2,286.7 $400,167 STAMPED CONCRETE SY $100.00 0 $0 0 $0 852 $85,222 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 852.2 $85,222 PAVEMENT HEADER LF $35.00 0 $0 0 $0 46 $1,610 0 $0 0 $0 0 $0 0 $0 0 $0 139 $4,865 185.0 $6,475 STREET BARRICADE EA $2,000.00 0 $0 0 $0 1 $2,000 0 $0 0 $0 0 $0 0 $0 0 $0 1 $2,000 2.0 $4,000 BRIDGE B1 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 750 $5,250,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 750.0 $5,250,000 BRIDGE B2 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 160 $1,120,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 160.0 $1,120,000 BRIDGE B3 (ASSUMES 50 FT WIDTH) LF $7,000.00 0 $0 0 $0 160 $1,120,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 160.0 $1,120,000 BONDS % 2.00% $0 $0 $0 $0 $12,040,528 $240,811 $0 $0 $970,522 $19,410 $0 $0 $0 $0 $0 $0 $1,214,686 $24,294 14,225,735.9 $284,515 INSPECTION FEE % 3.00% $0 $0 $0 $0 $12,040,528 $361,216 $0 $0 $970,522 $29,116 $0 $0 $0 $0 $0 $0 $1,214,686 $36,441 14,225,735.9 $426,772 TOTAL PAVEMENT - MANTUA PKWY $0 $0 $12,642,554 $0 $1,019,048 $0 $0 $0 $1,275,420 $14,937,023 E.2 PAVEMENT - STANDRIDGE PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 14,496 $1,159,695 4,155 $332,382 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 18,651.0 $1,492,077 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 15,366 $57,622 4,404 $16,515 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 19,770.0 $74,138 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 307 $92,196 88 $26,424 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 395.4 $118,620 STRIPING & SIGNING LF $2.00 5,672.4 $11,345 1,625.8 $3,252 0.0 $0 0.0 $0 0.0 $0 0 $0 0 $0 0.0 $0 0.0 $0 7,298.2 $14,596 10 MIL POLY SF $0.45 68,069 $30,631 19,509 $8,779 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 87,578.4 $39,410 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 10' CONCRETE SIDEWALK LF $85.00 4,540 $385,900 1,140 $96,900 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 5,680.0 $482,800 TEMPORARY ASPHALT SY $175.00 305 $53,394 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 305.1 $53,394 STAMPED CONCRETE SY $100.00 593 $59,341 586 $58,622 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,179.6 $117,963 PAVEMENT HEADER LF $35.00 46 $1,610 46 $1,610 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 92.0 $3,220 STREET BARRICADE EA $2,000.00 1 $2,000 1 $2,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 2.0 $4,000 REMOVE BARRICADE AND CONNECT TO EX. STREET EA $1,500.00 0 $0 1 $1,500 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $1,500 BONDS % 2.00% $1,853,734 $37,075 $547,985 $10,960 $0 $0 $0 $0 $0 $0 0 $0 0 $0 $0 $0 $0 $0 2,401,718.8 $48,034 INSPECTION FEE % 3.00% $1,853,734 $55,612 $547,985 $16,440 $0 $0 $0 $0 $0 $0 0 $0 0 $0 $0 $0 $0 $0 2,401,718.8 $72,052 TOTAL PAVEMENT - STANDRIDGE PKWY $1,946,421 $575,384 $0 $0 $0 $0 $0 $0 $0 $2,521,805 E.3 PAVEMENT - ROSAMOND PKWY DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 2,773 0 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 0 0 2,772.8 $221,822 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 2,939 0 0 $0 0 $0 0 $0 0 0 0 0 0 0 0 0 0 0 2,939.1 $11,022 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 59 $17,635 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 58.8 $17,635 STRIPING & SIGNING LF $2.00 674.5 $1,349 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 0.0 $0 674.5 $1,349 10 MIL POLY SF $0.45 8,094 $3,642 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 8,093.5 $3,642 6' CONCRETE SIDEWALK LF $55.00 725 $39,875 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 725.0 $39,875 TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 BONDS % 2.00% $62,501 $1,250 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 62,500.9 $1,250 INSPECTION FEE % 3.00% $62,501 $1,875 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 62,500.9 $1,875 TOTAL PAVEMENT - ROSAMOND PKWY $65,626 $0 $0 $0 $0 $0 $0 $0 $0 $298,470 TOTAL TOTAL Phase 6 Phase8Phase5Phase6Phase7ThorntonPhase2 Phase 3 Phase 1 Phase 1 Phase 1 Phase 2 Phase 2 Phase 7 Phase 7 Phase 4 Phase8Phase5Phase6Phase3 Phase 4 TOTAL Phase 8 Phase 3 Phase 4 Phase 5 Thornton Thornton Page 15 of 20 EXHIBIT B: DA Page 134 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 E.4 PAVEMENT - COUNTY ROAD 289 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,364 $749,111 9,363.9 $749,111 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 9,926 $37,221 9,925.7 $37,221 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 199 $59,554 198.5 $59,554 STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,973 $3,946 1,973.0 $3,946 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 23,676 $10,654 23,676.0 $10,654 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,973 $108,515 1,973.0 $108,515 TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 433 $75,775 433.0 $75,775 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,044,777 $20,896 1,044,777.1 $20,896 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,044,777 $31,343 1,044,777.1 $31,343 TOTAL PAVEMENT - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $1,097,016 $1,097,016 E.5 PAVEMENT - COUNTY ROAD 290 DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 0 $0 0 $0 3,796 $303,653 2,538 $203,013 0 $0 3,959 $316,756 10,292.8 $823,422 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 0 $0 0 $0 4,023 $15,088 2,690 $10,087 0 $0 4,197 $15,739 10,910.3 $40,914 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 0 $0 0 $0 80 $24,140 54 $16,140 0 $0 84 $25,182 218.2 $65,462 STRIPING & SIGNING LF $2.00 0.0 $0 0 $0 0 $0 0 $0 0 $0 1,870 $3,740 1,175 $2,350 0 $0 1,975 $3,950 5,020.0 $10,040 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 0 $0 0 $0 22,440 $10,098 14,100 $6,345 0 $0 23,700 $10,665 60,240.0 $27,108 5' CONCRETE SIDEWALK LF $45.00 0 $0 0 $0 0 $0 0 $0 0 $0 1,022 $45,990 1,175 $52,875 0 $0 1,975 $88,875 4,172.0 $187,740 TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 41 $7,097 92 $16,081 0 $0 167 $29,225 299.4 $52,403 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $409,807 $8,196 $306,891 $6,138 $0 $0 $490,391 $9,808 1,207,088.9 $24,142 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $409,807 $12,294 $306,891 $9,207 $0 $0 $490,391 $14,712 1,207,088.9 $36,213 TOTAL PAVEMENT - COUNTY ROAD 290 $0 $0 $0 $0 $0 $430,297 $322,235 $0 $514,911 $1,267,443 E.6 PAVEMENT - ROAD A DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 3,155 $252,376 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,154.7 $252,376 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 3,344 $12,540 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,344.0 $12,540 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 67 $20,064 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 66.9 $20,064 STRIPING & SIGNING LF $2.00 1,234 $2,469 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,234.4 $2,469 10 MIL POLY SF $0.45 14,813 $6,666 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 14,813.4 $6,666 6' CONCRETE SIDEWALK LF $55.00 1,130 $62,150 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,130.0 $62,150 STAMPED CONCRETE SY $100.00 297 $29,670 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 296.7 $29,670 BONDS % 2.00% $385,935 $7,719 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 385,935.5 $7,719 INSPECTION FEE % 3.00% $385,935 $11,578 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 385,935.5 $11,578 TOTAL PAVEMENT - ROAD A $405,232 $0 $0 $0 $0 $0 $0 $0 $0 $405,232 E.7 PAVEMENT - ROAD B DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 3,462 $276,990 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,462.4 $276,990 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 3,670 $13,763 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 3,670.1 $13,763 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 73 $22,021 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 73.4 $22,021 STRIPING & SIGNING LF $2.00 0 $0 1,355 $2,710 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,354.8 $2,710 10 MIL POLY SF $0.45 0 $0 16,258 $7,316 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 16,258.1 $7,316 6' CONCRETE SIDEWALK LF $55.00 0 $0 1,170 $64,350 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,170.0 $64,350 STAMPED CONCRETE SY $100.00 0 $0 293 $29,311 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 293.1 $29,311 BONDS % 2.00% $0 $0 $416,460 $8,329 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 416,460.2 $8,329 INSPECTION FEE % 3.00% $0 $0 $416,460 $12,494 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 416,460.2 $12,494 TOTAL PAVEMENT - ROAD B $0 $437,283 $0 $0 $0 $0 $0 $0 $0 $437,283 TOTAL Phase 5 TOTAL Thornton Thornton Phase 8 Phase 8 Phase8Phase5 TOTAL Phase 3 Thornton ThorntonPhase6Phase7 Phase 1 Phase 1 Phase 2 Phase 3 Phase 4 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase7Phase2Phase4 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 TOTAL Page 16 of 20 EXHIBIT B: DA Page 135 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 E.8 PAVEMENT - ROAD C DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 0 $0 0 $0 0 $0 4,663 $373,049 0 $0 0 $0 0 $0 0 $0 0 $0 4,663.1 $373,049 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 0 $0 0 $0 0 $0 4,943 $18,536 0 $0 0 $0 0 $0 0 $0 0 $0 4,942.9 $18,536 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 0 $0 0 $0 0 $0 99 $29,657 0 $0 0 $0 0 $0 0 $0 0 $0 98.9 $29,657 STRIPING & SIGNING LF $2.00 0 $0 0 $0 0 $0 1,620 $3,240 0 $0 0 $0 0 $0 0 $0 0 $0 1,620.0 $3,240 10 MIL POLY SF $0.45 0 $0 0 $0 0 $0 19,440 $8,748 0 $0 0 $0 0 $0 0 $0 0 $0 19,440.0 $8,748 6' CONCRETE SIDEWALK LF $55.00 0 $0 0 $0 0 $0 1,620 $89,100 0 $0 0 $0 0 $0 0 $0 0 $0 1,620.0 $89,100 TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 PAVEMENT HEADER LF $35.00 0 $0 0 $0 0 $0 23 $805 0 $0 0 $0 0 $0 0 $0 0 $0 23.0 $805 STREET BARRICADE EA $2,000.00 0 $0 0 $0 0 $0 1 $2,000 0 $0 0 $0 0 $0 0 $0 0 $0 1.0 $2,000 BONDS % 2.00% $0 $0 $0 $0 $0 $0 $525,135 $10,503 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 525,135.1 $10,503 INSPECTION FEE % 3.00% $0 $0 $0 $0 $0 $0 $525,135 $15,754 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 525,135.1 $15,754 TOTAL PAVEMENT - ROAD C $0 $0 $0 $551,392 $0 $0 $0 $0 $0 $551,392 E.9 PAVEMENT - ROAD E DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 11.5" REINF. CONCRETE STREET PAVEMENT SY $80.00 501 $40,116 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 501.4 $40,116 8" LIME STABILIZED SUBGRADE PREPARATION SY $3.75 532 $1,993 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 531.5 $1,993 HYDRATED LIME FOR STREET (40#/SY) TON $300.00 11 $3,189 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 10.6 $3,189 STRIPING & SIGNING LF $2.00 113 $226 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 112.8 $226 10 MIL POLY SF $0.45 1,354 $609 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1,353.9 $609 6' CONCRETE SIDEWALK LF $55.00 141 $7,755 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 141.0 $7,755 TEMPORARY ASPHALT SY $175.00 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 0.0 $0 BONDS % 2.00% $53,888 $1,078 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 53,887.9 $1,078 INSPECTION FEE % 3.00% $53,888 $1,617 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 53,887.9 $1,617 TOTAL PAVEMENT - ROAD E $56,582 $0 $0 $0 $0 $0 $0 $0 $0 $56,582 F. EROSION CONTROL DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL EROSION CONTROL INSPECTION & MAINTENANCE LS $10,000.00 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 1 $10,000 0 $0 1 $10,000 8.0 $80,000 CURLEX LF $2.00 10,100 $0 3,400 $0 16,300 $32,600 3,100 $6,200 1,400 $2,800 2,000 $4,000 2,400 $4,800 0 $0 12,150 $24,300 50,850.0 $101,700 SILT FENCE LF $2.00 10,100 $20,200 3,400 $6,800 16,300 $32,600 3,100 $6,200 1,400 $2,800 2,000 $4,000 2,400 $4,800 0 $0 7,065 $14,130 45,765.0 $91,530 INLET PROTECTION EA $175.00 13 $2,275 6 $1,050 19 $3,325 3 $525 3 $525 2 $350 2 $350 0 $0 13 $2,275 61.0 $10,675 TOTAL EROSION CONTROL $32,475 $17,850 $78,525 $22,925 $16,125 $18,350 $19,950 $0 $50,705 $283,905 G. MISCELLANEOUS DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL STREET LIGHTS EA $4,000.00 5 $20,000 5 $20,000 1 $4,000 0 $0 0 $0 0 $0 0 $0 0 $0 3 $12,000 14.0 $56,000 MEDIAN SOD SF $2.00 8,800 $17,600 9,600 $19,200 8,800 $17,600 0 $0 0 $0 0 $0 0 $0 0 $0 19,900 $39,800 47,100.0 $94,200 4" UTILITY SLEEVES LF $15.00 760 $11,400 360 $5,400 1,080 $16,200 350 $5,250 200 $3,000 100 $1,500 100 $1,500 0 $0 400 $6,000 3,350.0 $50,250 EXISTING FRANCHISE UTILITY RELOCATION ALLOWANCE LS $50,000.00 1 $50,000 0 $0 1 $50,000 1 $50,000 1 $50,000 1 $50,000 1 $50,000 0 $0 1 $50,000 7.0 $350,000 TOTAL MISCELLANEOUS $99,000 $44,600 $87,800 $55,250 $53,000 $51,500 $51,500 $0 $107,800 $550,450 Phase 5 Phase 6 Phase 5 Phase 6 Phase 7 Phase 8 Phase 8 TOTAL Phase 2 Phase 3 Phase 7 Phase 8 TOTAL Phase 4 TOTAL TOTAL Phase 5 Thornton Thornton Phase 5 Thornton Thornton Phase 6 Phase 7 Phase8Phase4 Phase 1 Phase 2 Phase 3 Phase 4 Phase 1 Phase 1 Phase 1 Phase 2 Phase 3 Phase 6 Phase 7 Phase 2 Phase 3 Phase 4 Page 17 of 20 EXHIBIT B: DA Page 136 of 289 LIBERTY HILLS OPINION OF PROBABLE COST MAJOR PUBLIC IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 SUMMARY - MAJOR PUBLIC IMPROVEMENTS A.1 CLEARING & EXCAVATION - MANTUA PARKWAY $0 $0 $479,963 $0 $93,005 $0 $0 $0 $123,374 $696,343 A.2 CLEARING & EXCAVATION - STANDRIDGE PKWY $221,749 $72,053 $0 $0 $0 $0 $0 $0 $0 $293,802 A.3 CLEARING & EXCAVATION - ROSAMOND PKWY $27,064 $0 $0 $0 $0 $0 $0 $0 $0 $27,064 A.4 CLEARING & EXCAVATION - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $105,912 $0 A.5 CLEARING & EXCAVATION - COUNTY ROAD 290 $0 $0 $0 $0 $0 $53,146 $30,633 $0 $51,627 $135,406 A.6 CLEARING & EXCAVATION - ROAD A $52,535 $0 $0 $0 $0 $0 $0 $0 $0 $52,535 A.7 CLEARING & EXCAVATION - ROAD B $0 $54,233 $0 $0 $0 $0 $0 $0 $0 $54,233 A.8 CLEARING & EXCAVATION - ROAD C $52,535 $0 $0 $0 $0 $0 $0 $0 $0 $52,535 A.9 CLEARING & EXCAVATION - ROAD E $6,384 $0 $0 $0 $0 $0 $0 $0 $0 $6,384 B.1 WATER - MANTUA PKWY $0 $0 $1,422,797 $0 $368,387 $0 $0 $0 $532,518 $2,323,702 B.2 WATER - STANDRIDGE PKWY $1,163,379 $254,604 $0 $0 $0 $0 $0 $0 $0 $1,417,983 B.3 WATER - ROSAMOND PKWY $130,946 $0 $0 $0 $0 $0 $0 $0 $0 $130,946 B.4 WATER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $326,781 $0 B.5 WATER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $494,666 $301,157 $0 $0 $795,822 B.6 WATER - ROAD A $114,671 $0 $0 $0 $0 $0 $0 $0 $0 $114,671 B.7 WATER - ROAD B $0 $119,417 $0 $0 $0 $0 $0 $0 $0 $119,417 B.8 WATER - ROAD C $0 $0 $0 $157,700 $0 $0 $0 $0 $0 $157,700 B.9 WATER - ROAD E $16,128 $0 $0 $0 $0 $0 $0 $0 $0 $16,128 C.1 SANITARY SEWER - M6 $0 $552,752 $0 $0 $0 $0 $0 $0 $0 $552,752 D.1 STORM SEWER - MANTUA PKWY $0 $0 $822,192 $0 $136,369 $0 $0 $0 $230,795 $1,189,356 D.2 STORM SEWER - STANDRIDGE PKWY $16,707 $5,974 $0 $0 $0 $0 $0 $0 $0 $22,681 D.3 STORM SEWER - ROSAMOND PKWY $24,255 $0 $0 $0 $0 $0 $0 $0 $0 $24,255 D.4 STORM SEWER - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $152,933 $0 D.5 STORM SEWER - COUNTY ROAD 290 $0 $0 $0 $0 $0 $60,711 $113,337 $0 $188,244 $362,292 D.6 STORM SEWER - ROAD A $26,129 $0 $0 $0 $0 $0 $0 $0 $0 $26,129 D.7 STORM SEWER - ROAD B $0 $48,930 $0 $0 $0 $0 $0 $0 $0 $48,930 D.8 STORM SEWER - ROAD C $0 $0 $0 $108,675 $0 $0 $0 $0 $0 $108,675 E.1 PAVEMENT - MANTUA PKWY $0 $0 $12,642,554 $0 $1,019,048 $0 $0 $0 $1,275,420 $14,937,023 E.2 PAVEMENT - STANDRIDGE PKWY $1,946,421 $575,384 $0 $0 $0 $0 $0 $0 $0 $2,521,805 E.3 PAVEMENT - ROSAMOND PKWY $65,626 $0 $0 $0 $0 $0 $0 $0 $0 $298,470 E.4 PAVEMENT - COUNTY ROAD 289 $0 $0 $0 $0 $0 $0 $0 $0 $1,097,016 $0 E.5 PAVEMENT - COUNTY ROAD 290 $0 $0 $0 $0 $0 $430,297 $322,235 $0 $514,911 $1,267,443 E.6 PAVEMENT - ROAD A $405,232 $0 $0 $0 $0 $0 $0 $0 $0 $405,232 E.7 PAVEMENT - ROAD B $0 $437,283 $0 $0 $0 $0 $0 $0 $0 $437,283 E.8 PAVEMENT - ROAD C $0 $0 $0 $551,392 $0 $0 $0 $0 $0 $551,392 E.9 PAVEMENT - ROAD E $56,582 $0 $0 $0 $0 $0 $0 $0 $0 $56,582 F. EROSION CONTROL $32,475 $17,850 $78,525 $22,925 $16,125 $18,350 $19,950 $0 $50,705 $283,905 G. MISCELLANEOUS $99,000 $44,600 $87,800 $55,250 $53,000 $51,500 $51,500 $0 $107,800 $550,450 SUB-TOTAL $4,457,817 $2,183,080 $15,533,832 $895,941 $1,685,934 $1,108,669 $838,812 $0 $4,758,037 $30,039,325 SURVEY, PLATTING, ENG., PERMITTING, & STAKING (10%) $445,782 $218,308 $1,553,383 $89,594 $168,593 $110,867 $83,881 $0 $475,804 $3,003,933 CONSTRUCTION MANAGEMENT (1.75%) $78,012 $38,204 $155,338 $15,679 $29,504 $19,402 $14,679 $0 $83,266 $525,688 CITY FEES (0.2%) $8,916 $4,366 $31,068 $1,792 $3,372 $2,217 $1,678 $0 $9,516 $60,079 MISCELLANEOUS & CONTINGENCY (15%) $668,673 $327,462 $2,330,075 $134,391 $252,890 $166,300 $125,822 $0 $713,706 $4,505,899 TOTAL MAJOR PUBLIC IMPROVEMENT COST $5,659,199 $2,771,420 $19,603,696 $1,137,398 $2,140,293 $1,407,456 $1,064,872 $0 $6,040,328 $38,134,923 TOTALPhase5Phase6Phase7Phase8ThorntonPhase1Phase2Phase3Phase4 Page 18 of 20 EXHIBIT B: DA Page 137 of 289 LIBERTY HILLS OPINION OF PROBABLE COST PRIVATE IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Thornton TOTAL NO. OF LOTS:285 210 121 116 190 156 326 58 418 1,880 GROSS AC.78 55 31 43 50 65 75 23 97 519 A. CLEARING & EXCAVATION DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL CLEARING / GRUBBING (LOTS & OPEN SPACE) AC $1,200.00 62 $73,999 44 $52,972 24 $28,684 35 $42,247 39 $46,658 54 $64,429 60 $72,481 19 $23,356 78 $94,104 416 $498,931 UNCLASSIFIED EXCAVATION (2 VF/SF) CY $3.50 198,974 $696,411 142,436 $498,526 77,129 $269,952 113,598 $397,594 125,459 $439,107 173,243 $606,350 194,893 $682,124 62,801 $219,804 253,035 $885,623 1,341,569 $4,695,491 ROUGH LOT GRADING EA $200.00 285 $57,000 210 $42,000 121 $24,200 116 $23,200 190 $38,000 156 $31,200 326 $65,200 58 $11,600 418 $83,600 1,880 $376,000 FINAL LOT GRADING EA $175.00 285 $49,875 210 $36,750 121 $21,175 116 $20,300 190 $33,250 156 $27,300 326 $57,050 58 $10,150 418 $73,150 1,880 $329,000 6' DEEP MOISTURE CONDITIONING & POLY PADS LOT $3,500.00 285 $997,500 210 $735,000 121 $423,500 116 $406,000 190 $665,000 156 $546,000 326 $1,141,000 58 $203,000 418 $1,463,000 1,880 $6,580,000 TESTING CY $0.30 198,974 $59,692 142,436 $42,731 77,129 $23,139 113,598 $34,079 125,459 $37,638 173,243 $51,973 194,893 $58,468 62,801 $18,840 253,035 $75,911 1,341,569 $402,471 TOTAL CLEARING & EXCAVATION $1,934,477 $1,407,979 $790,650 $923,421 $1,259,653 $1,327,252 $2,076,322 $486,750 $2,675,388 $12,881,892 B. RETAINING WALLS DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL RETAINING WALL ALLOWANCE LOT $3,500.00 285 $997,500 210 $735,000 121 $423,500 116 $406,000 190 $665,000 156 $546,000 326 $1,141,000 58 $203,000 418 $1,463,000 1,880 $6,580,000 TOTAL RETAINING WALLS $997,500 $735,000 $423,500 $406,000 $665,000 $546,000 $1,141,000 $203,000 $1,463,000 $6,580,000 C. EROSION CONTROL DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL EROSION CONTROL INSPECTION & MAINTENANCE LOT $150.00 285 $42,750 210 $31,500 121 $18,150 116 $17,400 190 $28,500 156 $23,400 326 $48,900 58 $8,700 418 $62,700 1,880 $282,000 TOTAL EROSION CONTROL $42,750 $31,500 $18,150 $17,400 $28,500 $23,400 $48,900 $8,700 $62,700 $282,000 D. LANDSCAPE / AMENITIES DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL 6' MASONRY SCREEN WALL / COLUMNS EVERY 100 FT LF $150.00 3,980 $597,000 2,090 $313,500 1,400 $210,000 3,260 $489,000 2,730 $409,500 1,885 $282,750 1,185 $177,750 0 $0 4,420 $663,000 20,950 $3,142,500 6' ORNAMENTAL METAL FENCE LF $100.00 1,360 $136,000 5,100 $510,000 1,540 $154,000 1,350 $135,000 1,530 $153,000 1,190 $119,000 1,435 $143,500 685 $68,500 645 $64,500 14,835 $1,483,500 6' BOARD ON BOARD FENCE LF $100.00 1,850 $185,000 0 $0 0 $0 0 $0 1,265 $126,500 0 $0 3,025 $302,500 2,740 $274,000 1,970 $197,000 10,850 $1,085,000 10' CONCRETE TRAIL LF $75.00 0 $0 0 $0 580 $43,500 0 $0 0 $0 1,260 $94,500 0 $0 0 $0 0 $0 1,840 $138,000 PRIMARY ENTRY FEATURE LS $125,000.00 2 $250,000 1 $125,000 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 1 $125,000 4 $500,000 SECONDARY ENTRY FEATURE LS $80,000.00 2 $160,000 1 $80,000 1 $80,000 1 $80,000 1 $80,000 1 $80,000 0 $0 0 $0 2 $160,000 9 $720,000 AMENITY CENTER LS $4,000,000.00 1 $4,000,000 0 $0 0 $0 0 $0 0 $0 1 $4,000,000 0 $0 0 $0 1 $4,000,000 3 $12,000,000 POCKET PARK LS $250,000.00 2 $500,000 2 $500,000 2 $500,000 1 $250,000 1 $250,000 0 $0 3 $750,000 0 $0 3 $750,000 14 $3,500,000 TOTAL AMENITIES, LANDSCAPE, & SCREENING $5,828,000 $1,528,500 $987,500 $954,000 $1,019,000 $4,576,250 $1,373,750 $342,500 $5,959,500 $22,569,000 E. MISCELLANEOUS DESCRIPTION UNIT UNIT PRICE QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL QUANTITY TOTAL MAILBOX CLUSTER UNITS LOT $300.00 285 $85,500 210 $63,000 121 $36,300 116 $34,800 190 $57,000 156 $46,800 326 $97,800 58 $17,400 418 $125,400 1,880 $564,000 FRANCHISE - ELECTRIC ALLOWANCE LOT $1,200.00 285 $342,000 210 $252,000 121 $145,200 116 $139,200 190 $228,000 156 $187,200 326 $391,200 58 $69,600 418 $501,600 1,880 $2,256,000 FRANCHISE - GAS ALLOWANCE LOT $500.00 285 $142,500 210 $105,000 121 $60,500 116 $58,000 190 $95,000 156 $78,000 326 $163,000 58 $29,000 418 $209,000 1,880 $940,000 FINAL GEOTECH TESTING LOT $100.00 285 $28,500 210 $21,000 121 $12,100 116 $11,600 190 $19,000 156 $15,600 326 $32,600 58 $5,800 418 $41,800 1,880 $188,000 FINAL GEOTECH REPORT LOT $150.00 285 $42,750 210 $31,500 121 $18,150 116 $17,400 190 $28,500 156 $23,400 326 $48,900 58 $8,700 418 $62,700 1,880 $282,000 TOTAL MISCELLANEOUS $641,250 $472,500 $272,250 $261,000 $427,500 $351,000 $733,500 $130,500 $940,500 $4,230,000 TOTALPhase5Phase6Phase8 Phase 5 Phase 6 Phase 7 TOTALPhase8 Phase 7 Thornton Phase 1 Phase 5 Phase 6 Phase7Phase2Phase3Phase4 Phase 7 Phase 5 Phase 6 Phase 7 TOTALPhase8Thornton Thorton Thornton Phase 1 Phase 1 Phase 1 Phase 1 TOTAL Phase 2 Phase 3 Phase 4 TOTAL Phase 5 Phase6Phase2Phase3Phase4 Phase 8 Phase 8 Phase 2 Phase 3 Phase 4 Thornton Phase 2 Phase 3 Phase 4 Page 19 of 20 EXHIBIT B: DA Page 138 of 289 LIBERTY HILLS OPINION OF PROBABLE COST PRIVATE IMPROVEMENTS (SINGLE FAMILY PHASES) APRIL 26, 2024 SUMMARY - PRIVATE IMPROVEMENTS A. CLEARING & EXCAVATION $1,934,477 $1,407,979 $790,650 $923,421 $1,259,653 $1,327,252 $2,076,322 $486,750 $2,675,388 $12,881,892 B. RETAINING WALLS $997,500 $735,000 $423,500 $406,000 $665,000 $546,000 $1,141,000 $203,000 $1,463,000 $6,580,000 C. EROSION CONTROL $42,750 $31,500 $18,150 $17,400 $28,500 $23,400 $48,900 $8,700 $62,700 $282,000 D. LANDSCAPE / AMENITIES $5,828,000 $1,528,500 $987,500 $954,000 $1,019,000 $4,576,250 $1,373,750 $342,500 $5,959,500 $22,569,000 E. MISCELLANEOUS $641,250 $472,500 $272,250 $261,000 $427,500 $351,000 $733,500 $130,500 $940,500 $4,230,000 SUB-TOTAL $9,443,977 $4,175,479 $2,492,050 $2,561,821 $3,399,653 $6,823,902 $5,373,472 $1,171,450 $11,101,088 $46,542,892 PLANNING, SURVEY, PLATTING, ENG., LA, PERMITTING, & STAKING (10%) $944,398 $417,548 $249,205 $256,182 $339,965 $682,390 $537,347 $117,145 $1,110,109 $4,654,289 CONSTRUCTION MANAGEMENT (1.75%) $165,270 $73,071 $43,611 $44,832 $59,494 $119,418 $94,036 $20,500 $194,269 $814,501 CITY FEES (0.2%) $18,888 $8,351 $4,984 $5,124 $6,799 $13,648 $10,747 $2,343 $22,202 $93,086 MISCELLANEOUS & CONTINGENCY (15%) $1,416,596 $626,322 $373,808 $384,273 $509,948 $1,364,780 $806,021 $175,718 $1,665,163 $6,981,434 TOTAL PRIVATE IMPROVEMENTS COST $11,989,128 $5,300,770 $3,163,658 $3,252,231 $4,315,859 $9,004,139 $6,821,623 $1,487,156 $14,092,831 $59,086,201 TOTALPhase5Phase6Phase7Phase8Phase1Phase2Phase3Phase4Thornton Page 20 of 20 EXHIBIT B: DA Page 139 of 289 EXHIBIT F Original Agreement EXHIBIT B: DA Page 140 of 289 EXHIBIT B: DA Page 141 of 289 EXHIBIT B: DA Page 142 of 289 EXHIBIT B: DA Page 143 of 289 EXHIBIT B: DA Page 144 of 289 EXHIBIT B: DA Page 145 of 289 EXHIBIT B: DA Page 146 of 289 EXHIBIT B: DA Page 147 of 289 EXHIBIT B: DA Page 148 of 289 EXHIBIT B: DA Page 149 of 289 EXHIBIT B: DA Page 150 of 289 EXHIBIT B: DA Page 151 of 289 EXHIBIT B: DA Page 152 of 289 EXHIBIT B: DA Page 153 of 289 EXHIBIT B: DA Page 154 of 289 EXHIBIT B: DA Page 155 of 289 EXHIBIT B: DA Page 156 of 289 EXHIBIT B: DA Page 157 of 289 EXHIBIT B: DA Page 158 of 289 EXHIBIT B: DA Page 159 of 289 EXHIBIT B: DA Page 160 of 289 EXHIBIT B: DA Page 161 of 289 EXHIBIT B: DA Page 162 of 289 EXHIBIT B: DA Page 163 of 289 EXHIBIT B: DA Page 164 of 289 EXHIBIT B: DA Page 165 of 289 EXHIBIT B: DA Page 166 of 289 EXHIBIT B: DA Page 167 of 289 EXHIBIT B: DA Page 168 of 289 EXHIBIT B: DA Page 169 of 289 EXHIBIT B: DA Page 170 of 289 EXHIBIT B: DA Page 171 of 289 EXHIBIT B: DA Page 172 of 289 EXHIBIT B: DA Page 173 of 289 EXHIBIT B: DA Page 174 of 289 EXHIBIT B: DA Page 175 of 289 EXHIBIT B: DA Page 176 of 289 EXHIBIT B: DA Page 177 of 289 EXHIBIT B: DA Page 178 of 289 EXHIBIT B: DA Page 179 of 289 EXHIBIT B: DA Page 180 of 289 EXHIBIT B: DA Page 181 of 289 EXHIBIT B: DA Page 182 of 289 EXHIBIT B: DA Page 183 of 289 EXHIBIT B: DA Page 184 of 289 EXHIBIT B: DA Page 185 of 289 EXHIBIT B: DA Page 186 of 289 EXHIBIT B: DA Page 187 of 289 EXHIBIT B: DA Page 188 of 289 EXHIBIT B: DA Page 189 of 289 EXHIBIT B: DA Page 190 of 289 EXHIBIT B: DA Page 191 of 289 EXHIBIT B: DA Page 192 of 289 EXHIBIT B: DA Page 193 of 289 EXHIBIT B: DA Page 194 of 289 EXHIBIT B: DA Page 195 of 289 EXHIBIT B: DA Page 196 of 289 EXHIBIT B: DA Page 197 of 289 EXHIBIT B: DA Page 198 of 289 EXHIBIT B: DA Page 199 of 289 EXHIBIT B: DA Page 200 of 289 EXHIBIT B: DA Page 201 of 289 EXHIBIT B: DA Page 202 of 289 EXHIBIT B: DA Page 203 of 289 EXHIBIT B: DA Page 204 of 289 EXHIBIT B: DA Page 205 of 289 EXHIBIT B: DA Page 206 of 289 EXHIBIT B: DA Page 207 of 289 EXHIBIT B: DA Page 208 of 289 EXHIBIT B: DA Page 209 of 289 EXHIBIT B: DA Page 210 of 289 EXHIBIT B: DA Page 211 of 289 EXHIBIT B: DA Page 212 of 289 EXHIBIT B: DA Page 213 of 289 EXHIBIT B: DA Page 214 of 289 EXHIBIT B: DA Page 215 of 289 EXHIBIT B: DA Page 216 of 289 EXHIBIT B: DA Page 217 of 289 EXHIBIT B: DA Page 218 of 289 EXHIBIT B: DA Page 219 of 289 EXHIBIT B: DA Page 220 of 289 EXHIBIT B: DA Page 221 of 289 EXHIBIT B: DA Page 222 of 289 EXHIBIT B: DA Page 223 of 289 EXHIBIT B: DA Page 224 of 289 EXHIBIT B: DA Page 225 of 289 EXHIBIT B: DA Page 226 of 289 EXHIBIT B: DA Page 227 of 289 EXHIBIT B: DA Page 228 of 289 EXHIBIT B: DA Page 229 of 289 EXHIBIT B: DA Page 230 of 289 EXHIBIT B: DA Page 231 of 289 EXHIBIT B: DA Page 232 of 289 EXHIBIT B: DA Page 233 of 289 EXHIBIT B: DA Page 234 of 289 EXHIBIT B: DA Page 235 of 289 EXHIBIT B: DA Page 236 of 289 EXHIBIT B: DA Page 237 of 289 EXHIBIT B: DA Page 238 of 289 EXHIBIT B: DA Page 239 of 289 EXHIBIT B: DA Page 240 of 289 EXHIBIT B: DA Page 241 of 289 EXHIBIT B: DA Page 242 of 289 EXHIBIT B: DA Page 243 of 289 EXHIBIT B: DA Page 244 of 289 EXHIBIT B: DA Page 245 of 289 EXHIBIT B: DA Page 246 of 289 EXHIBIT B: DA Page 247 of 289 EXHIBIT B: DA Page 248 of 289 EXHIBIT B: DA Page 249 of 289 EXHIBIT B: DA Page 250 of 289 EXHIBIT B: DA Page 251 of 289 EXHIBIT B: DA Page 252 of 289 EXHIBIT B: DA Page 253 of 289 EXHIBIT B: DA Page 254 of 289 EXHIBIT B: DA Page 255 of 289 EXHIBIT B: DA Page 256 of 289 EXHIBIT B: DA Page 257 of 289 EXHIBIT B: DA Page 258 of 289 EXHIBIT B: DA Page 259 of 289 EXHIBIT B: DA Page 260 of 289 EXHIBIT B: DA Page 261 of 289 EXHIBIT B: DA Page 262 of 289 EXHIBIT B: DA Page 263 of 289 EXHIBIT B: DA Page 264 of 289 EXHIBIT B: DA Page 265 of 289 EXHIBIT B: DA Page 266 of 289 EXHIBIT B: DA Page 267 of 289 EXHIBIT B: DA Page 268 of 289 EXHIBIT B: DA Page 269 of 289 EXHIBIT G-1 On-Site Sewer EXHIBIT B: DA Page 270 of 289 CONNECT TO EX. CITY OF ANNA SS STUB SEWER) SIPHON UNDER CREEK SS-M1SS- P1 SS- P2SS- P4 SSM 2 SS- M3SS- M5SS-M 6 SS- M7SS M 8 SS- M9 15" 48" 48"48"8" 42" 42" 24" 15" 1 5 15"12" 18"18" 18 42" 15"15" SS-M48" LS 6" FM 24" 48"MANT UA PK WY MANTUA PKWY STANDRIDGE BLVDROAD A ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVD12" PHASE 2 PHASE 1 PHASE 4 PHASE 3 PHASE 5 PHASE 6 PHASE 7 PHASE 9 PHASE 10 PHASE 11 PHASE 12 PHASE 13 PHASE 14 PHASE 15 PHASE 16 PHASE 8 PHASE EXHIBIT B: DA Page 271 of 289 EXHIBIT G-2 Off-Site Sewer EXHIBIT B: DA Page 272 of 289 CONNECT TO EX. CITY OF ANNA SS STUB SEWER) SS-M1SS- P1 SS- P2SS- P4 SSM 2 SS- M3SS- M5SS-M 6 SS- M7SS M 8 SS- M9 15" 48" 48"48"8" 42" 42" 24" 15" 1 5 15"12" 18"18" 18 42" 15"15" SS-M48" LS 6" FM 24" 48"MANT UA PK WY MANTUA PKWY STANDRIDGE BLVDROAD A ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVD12" PHASE 2 PHASE 1 PHASE 4 PHASE 3 PHASE 5 PHASE 6 PHASE 7 PHASE 9 PHASE 10 PHASE 11 PHASE 12 PHASE 13 PHASE 14 PHASE 15 PHASE 16 PHASE 8 PHASE 10 PHASE 16 12"COLLINMCKINNEYPKWYUS HWY 7524"S S M 7 SS- M98"MANTUA PKWY CR 371 CR 289THORNTON LIBERTY HILLS OFFSITE SEWER SCALE: NTS NORTH APPROX DIST. = 1 MILE)EXHIBIT G-2 SS-M1 - 48"SS-M2 -48" SS-M3 -42"SS- M4 -15"SS-M5 -42" SS-M6 21" 24"SS- M7 12" EXHIBIT B: DA Page 273 of 289 EXHIBIT H-1 On-Site Water EXHIBIT B: DA Page 274 of 289 MANT UA PK WY MANTUA PKWY STANDRIDGE BLVDROADA ROADBROAD CROAD DROAD ECR 290BUDDY HAYES BLVDPHASE 2 PHASE 1 PHASE 4 PHASE 3 PHASE 5 PHASE 6 PHASE 7 PHASE 9 PHASE 10 PHASE 11 PHASE 12 PHASE 13 PHASE 14 PHASE 15 PHASE 16 PHASE 8 PHASE 10 PHASE 16 BUDDY HAYES BLVDCOLLINMCKINNEYPKWYUS HWY 75THORNTON CR 289MANTUAPKWY CR 371 16" 16" 16" 16" 16" 16" 16" 8" 16" 12" 16" 16"16" 16" 16" 16" 16" AB CD E F H I J K L M N O P Q R S U T V 12" 12"8"G W X 16" 12"Y Z8"LIBERTY HILLS ONSITE WATER SCALE: EXHIBIT B: DA Page 275 of 289 EXHIBIT H-2 Off-Site Water EXHIBIT B: DA Page 276 of 289 16" 16" 16" 16" 16" 16" 16" 8" 16" 12" 16"16" 16"16" 16"16" 16"MANT UA PK WY MANTUA PKWY STANDRIDGE BLVDROAD A ROAD BROAD CROAD DROAD ECR 290BUDDY HAYES BLVDPHASE 2 PHASE 1 PHASE 4 PHASE 3 PHASE 5 PHASE 6 PHASE 7 PHASE 9 PHASE 10 PHASE 11 PHASE 12 PHASE 13 PHASE 14 PHASE 15 PHASE 16 PHASE 8 PHASE 10 PHASE 16 BUDDY HAYES BLVDAB CD E F H I J K L M N O PQ R S U T V 12"16" 8" COLLINMCKINNEYPKWYUS HWY 75G THORNTON CR 289W X 16"12" MANTUA PKWY CR 371 16"Y Z8"EX. 12"EX. 12"EX. 12"LIBERTY HILLS OFFSITE WATER SCALE: NTS NORTH ROSAMOND PKWY EXHIBIT H- 2 A-B 16" 16"B-C 16" 16"C-D 8" 8"C-E 16" 16"E-F 12" 12"E-G 16" 16"G-H 16" 16"H-I 12" 12"H-J 16" 16"J-K 16" 30"*J-L 16" 30"*K-R 16" 30"*L-M 8" 8"L-N 16" 30"*N-O 16" 16"N-W 16" 24"*O-P 16" 16"P-Q 16"16"R-S 16"36"*S- U 16"36"* S-T 8"16"U-V 16"16"W-X 12"12" Y-Z 8"8"LINE DEVELOPER CITY EXHIBIT B: DA Page 277 of 289 EXHIBIT I Major Roadway Improvements EXHIBIT B: DA Page 278 of 289 PHASE 2 PHASE 1 PHASE 4 PHASE 3 PHASE 5 PHASE 6 PHASE 7 PHASE 9 PHASE 10 PHASE 11 PHASE 12 PHASE 13 PHASE 14 PHASE 15 PHASE 16 PHASE 8 PHASE 10 PHASE 16 STANDRIDGE BLVDROAD B ROAD A ROAD DBUDDY HAYES BLVDROAD CMANT U A P K W Y MANTUA PKWY ROAD E MANTUA PKWY CR 290BUDDY HAYES BLVDUS HWY 75COLLINMCKINNEYPKWYCR 289THORNTON CR 371 LIBERTY HILLS ONSITE/ OFFSITE ROADWAY SCALE: NTS NORTH BRIDGE B1 BRIDGE B2 BRIDGE EXHIBIT B: DA Page 279 of 289 EXHIBIT J Trail and Open Space Improvements EXHIBIT B: DA Page 280 of 289 LIBERTY HILLS - ANNA, TEXASJANUARY2024 TRAILS AND OPEN SPACE LAYOUT - EXHIBIT G 0’ Scale: 1”= 400’ 800’1600’400’ 1.8 AC) 5.2 AC) 6.5 AC) 28.8 AC) 25.5 AC) EXISTING LAKE 8.8 AC) OPEN SPACE 13.8 AC) 22.1 AC) 8.47 AC) 17.0 AC) 44.0 AC) EXISTING GOLF 33.1 AC) 20.0 AC) 40.0 AC) 25.5 AC) 5.3 AC) 5.8 AC) 51.3 AC) 65.2 AC) 15.0 AC) 14.4 AC) 31.8 AC) 15.8 AC) 52.8 AC) 16.1 AC) EXISTING LAKE FIRE STATION (4.1 AC) EXISTING GOLF 22.1 AC) 22.9 AC) 12.8 AC) 11.0 AC) 53.1 AC) 8.65 AC) 2.3 AC) 2.6 AC) AMENITY CENTER LEGEND: 10’ CONCRETE TRAIL 10’ CONCRETE TRAIL (BY OTHERS) GOLF EXTENSION EXISTING LAKE OPEN SPACE EXISTING GOLF EXISTING LAKE LEGEND: 10’ CONCRETE TRAIL 10’ CONCRETE TRAIL (BY OTHERS) GOLF EXTENSION 0’ Scale: 1”= 400’ 800’1600’400’US- 75 NUS-75 NUS-75N0’ Scale: 1”= 400’ 800’1600’400’ 1.8 AC) 5.2 AC) 6.5 AC) 28. 8 AC)25.5 AC) EXISTING LAKE 8.8 AC)OPEN SPACE 13.8 AC) 22.1 AC) 8.47 AC) 17.0 AC)44.0 AC)EXISTING GOLF 33.1 AC) 20.0 AC) 40.0 AC) 25.5 AC) 5.3 AC) 5.8 AC) 51.3 AC) 65.2 AC) 15.0 AC) 14.4 AC) 31.8 AC) 15.8 AC) 52. 8 AC)16. 1 AC)EXISTING LAKE EXISTING GOLF 22.1 AC) 22.9 AC) 12.8 AC) 11.0 AC) 53.1 AC) 8. 65 AC)2. 3 AC)LEGEND:10’ CONCRETE TRAIL 10’ CONCRETE TRAIL ( BY OTHERS) GOLF EXTENSION EXISTING LAKE OPEN SPACE EXISTING GOLF EXISTING LAKE LEGEND:10’ CONCRETE TRAIL 10’ CONCRETE TRAIL (BY OTHERS) GOLF EXTENSION0’ Scale: 1”= 400’EXHIBIT B: DA Page 281 of 289 EXHIBIT K PID Financial Summary EXHIBIT B: DA Page 282 of 289 City of Anna, Texas For illustration purposes only Liberty Hills Public Improvement District PROPOSED DEVELOPMENT PLAN Expected Expected Expected Expected Finished Lot Build Out Finished Build Out Category No. of Units Unit Value Unit Value Lots Value Value SF 40'535 88,000$ 500,000$ 47,080,000$ 267,500,000$ SF 50'751 110,000 565,000 82,610,000 424,315,000 SF 60'536 132,000 620,000 70,752,000 332,320,000 SF 70'58 154,000 650,000 8,932,000 37,700,000 1,880 209,374,000$ 1,061,835,000$ Single Family Unit Weighted Average…............................$111,369 $564,806 Notes: Information provided by the Developer on 5/9/2024. Subject to change. TOTAL LIBERTY HILLS IMPROVEMENT DISTRICT Hilltop Securities Inc.Page 1 of 5 5/9/2024 EXHIBIT B: DA Page 283 of 289 City of Anna, Texas For illustration purposes only Liberty Hills Public Improvement District PROJECT DEBT CAPACITY SUMMARY PID BONDS SOURCES OF FUNDS Estimated Par Amount of Bonds 172,387,000$ Total Sources of Funds 172,387,000$ USES OF FUNDS Project Fund (Bond Proceeds PID Projects)143,415,605$ Capitalized Interest Fund(1)- Debt Service Reserve Fund(2)13,630,935 Financing Costs & Admin Fees(3)15,340,460 Total Uses of Funds 172,387,000$ Expected Value-to-Lien per Parcel at Bond Issuance(4)1.21x Assumed Bond Interest Rate(5)6.50% Average Annual Installment as Tax Rate Equivalent $1.3499 Less: TIRZ Adjustment as Tax Rate Equivalent(6)($0.2554) Net Average Annual Installment as Tax Rate Equivalent $1.0946 Term of Bonds 30 years City TIRZ Participation Rate as % of Tax Rate 50% Number of Benefited Units 1,880 PID Assessment per Benefited Unit $91,695 Project Funds per Benefited Unit $76,285 City PID Fee per SF Unit ($1,700) Net Project Funds per Benefited Unit $74,585 Notes: 1) Assumes no use of capitalized interest, subject to change. Use of Cap-I reduces project funds generated through bond proceeds. 2) Assumes to be the max annual debt service payment. Not to exceed 10% of par amount of bonds or 125% of average annual debt service payment. 3) For illustration and discussion purposes only; subject to change. 4) Assumes no appraisal discounts for illustration purposes only; subject to change. 5) For illustration purposes only; subject to change at any time. 6) Including TIRZ admin expense. Hilltop Securities Inc.Page 2 of 5 5/9/2024 EXHIBIT B: DA Page 284 of 289 City of Anna, Texas For illustration purposes only Liberty Hills Public Improvement District PROJECTED TAX STATEMENT Tax Tax Tax Tax 2023 Levy on Levy on Levy on Levy on Tax $500,000 $565,000 $620,000 $650,000 Rate 40' Home 50' Home 60' Home 70' Home City of Anna $ 0.5107 2,553.59$ 2,885.55$ 3,166.45$ 3,319.66$ Collin County 0.1493 746.72 843.79 925.93 970.73 Collin County Community College District 0.0812 406.10 458.89 503.56 527.93 Anna Independent School District 1.2575 6,287.50 7,104.88 7,796.50 8,173.75 Total Tax Rate 1.9988$ 9,993.90$ 11,293.11$ 12,392.44$ 12,992.07$ GROSS Avg. Annual Installment as a Tax Rate Equivalent/Levy(1)1.3499$ 6,749.74$ 7,627.21$ 8,369.68$ 8,774.67$ Total GROSS Overlapping Tax Rate Equivalent/Levy plus Special Assessment 3.3487$ 16,743.64$ 18,920.32$ 20,762.12$ 21,766.74$ Projected TIRZ Credit as Tax Rate Equivalent/Levy (2)(0.2554)$ (1,276.79)$ (1,442.78)$ (1,583.22)$ (1,659.83)$ Total Overlapping Tax Rate Equivalent/Levy after Projected TIRZ Credit 3.0934$ 15,466.85$ 17,477.54$ 19,178.89$ 20,106.91$ Net Avg. Annual Installment as Tax Rate Equivalent/Levy 1.0946$ 5,472.95$ 6,184.43$ 6,786.46$ 7,114.84$ 1) Inclusive of principal, interest, additonal interest and admin levies. Not to exceed $1.35 per Development Agreement. 2) TIRZ credit calculation as a tax rate equivalent includes the budgeted TIRZ Admin Expense. Projected Tax Statement Hilltop Securities Inc.Page 3 of 5 5/9/2024 EXHIBIT B: DA Page 285 of 289 City of Anna, Texas For illustration purposes only Liberty Hills Public Improvement District PID BONDS DEBT CAPACITY - 50% CITY TIRZ Total Levy TIRZ Share Net PID Levy Additional as GROSS as NET as Bond Interest Administrative TOTAL Tax Rate Bond PID TIRZ Tax Rate PID Tax Rate Year Principal Interest(1) Levy(2) Levy(3)LEVY Equivalent Year LEVY CREDIT Equivalent LEVY Equivalent 1 1,907,000$ 11,205,155$ 861,935$ 360,000$ 14,334,090$ 1.3499$ 1 14,334,090$ 2,711,486$ 0.2554$ 11,622,604$ 1.0946$ 2 2,033,000 11,081,200 852,400 367,200 14,333,800 1.3499 2 14,333,800 2,711,486 0.2554 11,622,314 1.0945 3 2,168,000 10,949,055 842,235 374,544 14,333,834 1.3499 3 14,333,834 2,711,486 0.2554 11,622,348 1.0946 4 2,313,000 10,808,135 831,395 382,035 14,334,565 1.3500 4 14,334,565 2,711,486 0.2554 11,623,079 1.0946 5 2,467,000 10,657,790 819,830 389,676 14,334,296 1.3500 5 14,334,296 2,711,486 0.2554 11,622,810 1.0946 6 2,632,000 10,497,435 807,495 397,469 14,334,399 1.3500 6 14,334,399 2,711,486 0.2554 11,622,913 1.0946 7 2,808,000 10,326,355 794,335 405,418 14,334,108 1.3499 7 14,334,108 2,711,486 0.2554 11,622,623 1.0946 8 2,997,000 10,143,835 780,295 413,527 14,334,657 1.3500 8 14,334,657 2,711,486 0.2554 11,623,171 1.0946 9 3,198,000 9,949,030 765,310 421,797 14,334,137 1.3499 9 14,334,137 2,711,486 0.2554 11,622,651 1.0946 10 3,413,000 9,741,160 749,320 430,233 14,333,713 1.3499 10 14,333,713 2,711,486 0.2554 11,622,227 1.0945 11 3,644,000 9,519,315 732,255 438,838 14,334,408 1.3500 11 14,334,408 2,711,486 0.2554 11,622,922 1.0946 12 3,890,000 9,282,455 714,035 447,615 14,334,105 1.3499 12 14,334,105 2,711,486 0.2554 11,622,619 1.0946 13 4,154,000 9,029,605 694,585 456,567 14,334,757 1.3500 13 14,334,757 2,711,486 0.2554 11,623,271 1.0946 14 4,435,000 8,759,595 673,815 465,698 14,334,108 1.3499 14 14,334,108 2,711,486 0.2554 11,622,622 1.0946 15 4,736,000 8,471,320 651,640 475,012 14,333,972 1.3499 15 14,333,972 2,711,486 0.2554 11,622,486 1.0946 16 5,058,000 8,163,480 627,960 484,513 14,333,953 1.3499 16 14,333,953 2,711,486 0.2554 11,622,467 1.0946 17 5,403,000 7,834,710 602,670 494,203 14,334,583 1.3500 17 14,334,583 2,711,486 0.2554 11,623,097 1.0946 18 5,771,000 7,483,515 575,655 504,087 14,334,257 1.3500 18 14,334,257 2,711,486 0.2554 11,622,771 1.0946 19 6,165,000 7,108,400 546,800 514,169 14,334,369 1.3500 19 14,334,369 2,711,486 0.2554 11,622,883 1.0946 20 6,586,000 6,707,675 515,975 524,452 14,334,102 1.3499 20 14,334,102 2,711,486 0.2554 11,622,616 1.0946 21 7,037,000 6,279,585 483,045 534,941 14,334,571 1.3500 21 14,334,571 2,711,486 0.2554 11,623,085 1.0946 22 7,519,000 5,822,180 447,860 545,640 14,334,680 1.3500 22 14,334,680 2,711,486 0.2554 11,623,194 1.0946 23 8,034,000 5,333,445 410,265 556,553 14,334,263 1.3500 23 14,334,263 2,711,486 0.2554 11,622,777 1.0946 24 8,585,000 4,811,235 370,095 567,684 14,334,014 1.3499 24 14,334,014 2,711,486 0.2554 11,622,528 1.0946 25 9,175,000 4,253,210 327,170 579,037 14,334,417 1.3500 25 14,334,417 2,711,486 0.2554 11,622,931 1.0946 26 9,805,000 3,656,835 281,295 590,618 14,333,748 1.3499 26 14,333,748 2,711,486 0.2554 11,622,262 1.0945 27 10,480,000 3,019,510 232,270 602,431 14,334,211 1.3499 27 14,334,211 2,711,486 0.2554 11,622,725 1.0946 28 11,202,000 2,338,310 179,870 614,479 14,334,659 1.3500 28 14,334,659 2,711,486 0.2554 11,623,173 1.0946 29 11,973,000 1,610,180 123,860 626,769 14,333,809 1.3499 29 14,333,809 2,711,486 0.2554 11,622,323 1.0946 30 12,799,000 831,935 63,995 639,304 14,334,234 1.3499 30 14,334,234 2,711,486 0.2554 11,622,748 1.0946 172,387,000$ 225,675,645$ 17,359,665$ 14,604,509$ 430,026,819$ 430,026,819$ 81,344,578$ 348,682,241$ 1) Assumes an interest rate of 6.50% for discussion purposes only, subject to change. 2) Calculated at 0.5% of outstanding bonds. 3) For illustration purposes only, subject to change after input from PID/TIRZ Administrator. Assumes PID and TIRZ administrative expenses for six PID improvement areas/TIRZ subzones. PID Bonds w/50% City TIRZ Enhancement Hilltop Securities Inc.Page 4 of 5 5/9/2024 EXHIBIT B: DA Page 286 of 289 City of Anna, Texas For illustration purposes only Liberty Hills Public Improvement District PROJECT IMPACT ON THE CITY (AD VALOREM PROPERTY TAXES) - 50% TIRZ Scenario 50%50% At 2023 Rate City Taxes At 2023 Rate City Taxes Average Average Gross City Taxes Deposited in Net City Taxes Gross City Taxes Deposited in Net City Taxes Build Out Build Out Generated TIRZ Fund Generated Generated TIRZ Fund Generated No. of Units Unit Value Total Value per Unit per Unit per Unit at Build Out at Build Out at Build Out Proposed Single Family Homes 1,880 $564,806 $1,061,835,000 $2,885 ($1,442)$1,442 $5,422,972 ($2,711,486)$2,711,486 Proposed Non TIRZ City Taxes Total Proposed Non TIRZ City Taxes Total Average used for Funds for Average used for Funds for Average Average PID Assessment PID Bonds Debt Service and PID Assessment PID Bonds Debt Service Build Out Build Out Annual Installment Debt Service PID/TIRZ Admin Annual Installment Debt Service and PID Admin No. of Units Unit Value Total Value per Unit per Unit per Unit at Build Out at Build Out at Build Out Proposed Single Family Homes 1,880 $564,806 $1,061,835,000 $6,182 $1,442 $7,625 $11,622,741 $2,711,486 $14,334,227 Hilltop Securities Inc.Page 5 of 5 5/9/2024 EXHIBIT B: DA Page 287 of 289 Ex ti', b;k CITY OF ANNA, TEXAS RESOLUTION NO. 202 4— O 5— 1 b 2 1 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE LIBERTY HILLS DEVELOPMENT AGREEMENT WITH LIBERTY 800, LP, LIBERTY 75, LP, THE THORNTON FAMILY TRUST, JANIS REAL ESTATE, LLC, AND JAY P. AND IRENE C. JANIS, RELATING TO DEVELOPMENT OF PROPERTY FOR A MIXED USE DEVELOPMENT WHEREAS, Liberty 800, LP, Liberty 75, LP, The Thomton Family Trust, Janis Real Estate, LLC, And Jay P. And Irene C. Janis (collectively, Developer) owns or controls approximately 1,033 acres of real property located partially in the municipal boundaries of the City, in Collin County, Texas, (the "Property"); and WHEREAS, the City Council and the Developer intend that the Property be developed in accordance with the Liberty Hills Development Agreement (the "Agreement") attached hereto as Exhibit 1; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval and Authority to Execute The City Council hereby approves the Liberty Hills Development Agreement, attached hereto as Exhibit 11 and authorizes the Mayor's execution of the same. The Mayor and/or City Manager are hereby authorized to execute all documents and take all other actions necessary to finalize, act under, and enforce the Agreement. PASSED by the City Council of the Cityof Anna, Texas, on this 10 day of May 2024. ATTESTED: * cr,a, PROVED: / T 1913 ate Pike, Mayor eova. n rt I•u.b10 ( EXHIBIT B: DA Page 288 of 289 IIII I IIIIIIIII MII HoCollin County Instrument Number: 2024000059345 Real Property AGREEMENT Recorded On: May 17, 2024 11:00 AM Number of Pages: 288 Examined and Charged as Follows: " Total Recording: $1169.00 THIS PAGE IS PART OF THE INSTRUMENT "***..".+ Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Document Number: Receipt Number: 2024000059345 20240517000363 Recorded Date/Time: May 17, 2024 11:00 AM User: Station: Kacy M Station 10 Record and Return To: CITY OF ANNA 120 W 7TH ST ANNA TX 75409 STATE OF TEXAS Collin County I hereby certify that this Instrument was filed in the File Number sequence on the date/time Printed hereon, and was duly recorded in the Official Public Records of Collin County, Texas Honorable Stacey Kemp Collin County Clerk Collin County, TX ow Wrl EXHIBIT B: DA Page 289 of 289