Loading...
HomeMy WebLinkAboutORD 2019-51 - ANX & Zoning Patterson RanchOrdinance No. 2,0 l - L - 51 An Ordinance of the City Council of the City of Georgetown, Texas, providing for the extension of certain boundary limits of the City of Georgetown, Texas, and the annexation of certain territory and designation of Residential Single -Family (RS) (approximately 106.092 acres) and Agriculture (AG) (approximately 6.755 acres) zoning districts for an approximately 112.85-acre tract in the William Addison Survey, Abstract No. 21, and 1.7 acres consisting of a portion of Rockride Ln/Southwestern Ave, a right-of-way of varying width of record described to Williamson County, Texas, and 5.1 acres consisting of a portion of County Road 110, a right-of- way of varying width of record described to Williamson County, Texas, generally located at the northeast corner of Southwestern Blvd and CR 110, to be known as Patterson Ranch, as described herein; providing for service plans; repealing conflicting ordinances and resolutions; including a severability clause; and establishing an effective date. Whereas, the owners of the area proposed for annexation submitted a petition in writing requesting annexation of the area, pursuant to Local Government Code Chapter 43 Sub -Chapter C-1; and Whereas, the Section 4.03.010 of the Unified Development Code creates procedures for initial zoning of newly annexed territory; and Whereas, the Georgetown City Council approved a resolution granting the petition on April 23, 2019; and Whereas, all of the herein -described property lies within the extraterritorial jurisdiction of the City of Georgetown, Texas; and Whereas, the herein -described property lies adjacent and contiguous to the City of Georgetown, Texas; and Whereas, all prerequisites of state law and the City Charter have been complied with; Now, therefore, be it ordained by the City Council of the City of Georgetown, Texas that: Section 1. The facts and recitations contained in the preamble of this ordinance are hereby found and declared to be true and correct, and are incorporated by reference herein and expressly made a part hereof, as if copied verbatim. The City Council hereby finds that this ordinance implements and is not inconsistent or in conflict with any 2030 Comprehensive Plan Vision Statements, Goals and Policies. Ordinance No. Patterson Ranch Date Approved: August 27, 2019 Page 1 of 2 2019-3-ANX Exhibit A, B, and C attached Section 2. The City Council of the City of Georgetown hereby annexes into the city limits a 112.85-acre tract in the William Addition Survey, and 1.7 acres consisting of a portion of Rockride Ln/Southwestern Ave, a right-of-way of varying width of record described to Williamson County, Texas, and 5.1 acres consisting of a portion of County Road 110, a right-of- way of varying width of record described to Williamson County, Texas, as shown in "Exhibit A", and described in "Exhibit B" of this Ordinance. "Exhibit C" contains the Service Plan. Section 3. The 112.85 acres, as described in "Exhibit B" and depicted in "Exhibit A" of this Ordinance, is designated Residential Single -Family (RS) (approximately 106.092 acres) and Agriculture (AG) (approximately 6.755 acres) zoning districts, and is included in City Council District 7, as it is adjacent to Council District 7 and no other City Council Districts. Section 4. All ordinances and resolutions, or parts of ordinances and resolutions, in conflict with this Ordinance are hereby repealed, and are no longer of any force and effect. Section 5. The Mayor is hereby authorized to sign this ordinance and the City Secretary to attest. This ordinance shall become effective and be in full force and effect in accordance with the City Charter. Passed and Approved on First Reading on the 13 day of August, 2019. Passed and Approved on Second Reading on the 27 day of August, 2019. Attest: Robyn De smore, TRMC City Secretary Approved as to rm: �< Charlie McNabb City Attorney II Ordinance No. 0 1 I 51 Patterson Ranch Date Approved: August 27, 2019 The City of Georgeto Dale Ross Mayor Page 2 of 2 2019-3-ANX Exhibit A, B, and C attached im I 1 0 3 .. 5CL � N 0 M o� U W J N 1°/fit Lr cktiae - Ra lea 11 ITi 1 1 1 1 ME iol I _ om �� ...'1. 9u� ; x sA Exhibit B [MOOVER ENGINEERING & SL RVEYING FIELD NOTES FOR A 112.85 ACRE TRACT OF LAND A 112.85 ACRE TRACT OF LAND, OUT OF THE WILLIAM ADDISON SURVEY, ABSTRACT 21, WILLIAMSON COUNTY, TEXAS AND BEING ALL OF THE REMAINING OF A CALLED 124.91 ACRE TRACT DESCRIBED IN WARRANTY DEED WITH VENDOR'S LIEN TO MARVIN G. PATTERSON AND WIFE, BARBARA KAY PATTERSON RECORDED IN VOLUME 510, PAGE 557 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS (D.R.W.C.T.), ALL OF THE REMAINDER OF A CALLED 33.33 ACRE TRACT DESCRIBED IN DEED TO MARVIN G. PATTERSON AND WIFE, BARBARA KAY PATTERSON RECORDED IN VOLUME 522, PAGE 613 OF THE D.R.W.C.T., BEING ALL OF A CALLED 30.33 ACRE TRACT DESCRIBED IN WARRANTY DEED TO IVA ELIZABETH PATTERSON BAYS RECORDED IN DOCUMENT NUMBER 2004059478 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), ALL OF A CALLED 30.33 ACRE TRACT DESCRIED IN WARRANTY DEED TO SAMUEL GLENN PATTERSON RECORDED IN DOCUMENT NUMBER 2004059479 OF THE O.P.R.W.C.T. AND BEING ALL OF A CALLED 15.72 ACRE TRACT DESCRIBED IN WARRANTY DEED TO JACOB ROBERT SEDWICK RECORDED IN DOCUMENT NUMBER 2007004976 OF THE O.P.R.W.C.T., TEXAS. SAID 112.85 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at iron rod found with plastic cap stamped "STEGER BIZZELL" for an angle point in the west line of the remainder of said 124.91 acre tract, the southwest corner of a called 21.734 acre tract described in deed to Georgetown Independent School District recorded in Document Number 2017086886 of the O.P.R.W.C.T. and on the existing east right-of-way line of County Road 110, also called Rockridge Lane (right-of-way varies); THENCE North 68034142" East 991.33 feet with the west line of said Remainder of 124.91 acre tract and the south line of said 21.734 acre tract to an iron rod found with plastic cap stamped "STEGER BIZZELL" for the southwest corner of said 21.734 acre tract; THENCE North 21127'28" West 955.55 feet with the west line of the remainder of 124.91 acre tract and the east line of said 21.734 acre tract to an iron rod found with plastic cap stamped "STEGER BIZZELL" for the northwest corner of the remainder of said 124.91 acre tract, the northeast corner of said 21.734 acre tract and the south line of a called 4.635 acre tract described in deed to Eric Wayne Butzow and Rhonda Talley-Butzow recorded in Document Number 200768869 of the O.P.R.W.C.T.; THENCE North 68132125" East 1026.79 feet with the north line of said 124.91 acre tract and the south line of said 4.635 acre tract to a 1/2-inch iron rod found for the southeast corner of said 4.635 acre tract; THENCE North 23051112" West 101.02 feet with the east line of said 4.635 acre tract to a 1/2-inch iron rod found for the northeast corner of said 4.635 acre tract and the south line of a called 15.72 acre tract described in deed to Jacob Robert Sedwick recorded in Document Number 2007004976 of the O.P.R.W.C.T.; THENCE South 68031'24" West 2011.96 feet with the north line of said 4.635 acre tract and the south line of said 15.72 acre tract to a 1/2-inch iron rod found for the northwest corner of said 4.635 acre tract, the southwest corner of said 15.72 acre tract and on the existing east right-of-way line of County Road 110; THENCE North 21017127" West 50.13 feet with the west line of said 15.72 acre tract and the existing east right-of- way line of County Road 110 to a 1/2-inch iron rod found for the westerly most northwest corner of said 15.72 acre tract and the southwest corner of a called 12.00 acre tract described in deed to Gary T. Collins and wife, Dayna J. Collins recorded in Document Number 2001069029 of the O.P.R. W.C.T.; EMDOOVER ENGINEERING & SURVEYING THENCE North 681131124" East 1742.17 feet with the north line of said 15.72 acre tract and the south line of said 12.00 acre tract to a iron rod found with plastic cap stamped "CCC 4835" for an angle point in the north line of said 15.72 acre tract and the southeast corner of said 12.00 acre tract; THENCE North 21128'41" West 299.99 feet with the north line of said 15.72 acre tract and the east line of said 12.00 acre tract to a iron rod found with plastic cap stamped "CCC 4835" for an angle point in the north line of said 15.72 acre tract, the northeast corner of said 12.00 acre tract and on the south line of a called 34.19 acre tract described in deed to Earl Wayne Brady recorded in Document Number 2007084256 of the O.P.R. W.C.T.; THENCE North 68159'35" East 1741.81 feet with the north line of said 15.72 acre tract and the south line of said 34.19 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY" for the northeast corner of said 15.72 acre tract, the southeast corner of said 34.19 acre tract and on the west line of a called 20.00 acre tract described in deed to Jim Webb and wife, Virginia Webb recorded in Document Number 1997018233 of the O.P.R.W.C.T.; THENCE South 21144'00" East 1167.37 feet with the east line of said 15.72 acre tract, the east line of said 30.33 acre tract (2004059479) and the west line of said 20.00 acre tract to a 1/2-inch iron rod found for an angle point in the east line of said 30.33 acre tract (2004059479), the southwest corner of said 20.00 acre tract and the northwest corner of a called 15.126 acre tract described in deed to John Valenta and wife, Myra Valenta recorded in Volume 2225, Page 432 of the O.R. W.C.T.; THENCE South 21115'03" West 130.27 feet with the east line of said 30.33 acre tract (2004059479) and the west line of said 15.126 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY"; THENCE South 37056'53" West 119.69 feet with the east line of said 30.33 acre tract (2004059479) and the west line of said 15.126 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY"; THENCE South 08108'53" East 240.12' feet with the east line of said 30.33 acre tract (2004059479) and the west line of said 15.126 acre tract to a 1/2-inch iron rod found; THENCE South 16155129" East 78.13 feet with the east line of said 30.00 acre tract (2004059479) and the west line of said 15.126 acre tract to a 1/2-inch iron rod found for the southeast corner of said 30.33 acre tract (2004059479), and angle point in the west line of said 15.126 acre tract and the northeast corner of a called 7.00 acre tract described in deed to Samuel Glenn Patterson recorded in Volume 1902, Page 459 of the O.R.W.C.T.; THENCE South 70158'05" West 610.68 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract to a 1/2-inch iron rod found for an angle point in the south line of said 30.33 acre tract (2004059479) and the northeast comer of a called 7.00 acre tract described in deed to Iva Elizabeth Patterson recorded in Volume 1902, Page 462 of the O.R.W.C.T.; THENCE South 71101'37" West 230.86 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract (1902/462) to a 3/8-inch iron rod found for the southwest corner of said 30.33 acre tract (2004059479) an angle point in the north line of said 7.00 acre tract (1902/462) and the southeast corner of a said 30.33 (2004059478); THENCE South 71101137" West 272.48 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract (1902/462) to a 1/2-inch iron rod found for angle point of both tract; THENCE South 51141'43" West 155.33 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract (1902/462) to a 1/2-inch iron rod found for the northwest corner of said 7.00 acre tract (1902/462); EMOOVER ENGINEERING & SURVEYING THENCE South 23157122" East 468.91 feet with the south line of said 30.33 acre tract (2004059479), the west line of said 7.00 acre tract (1902/462) and the remainder of said 124.91 acre tract to a 1/2-inch iron rod found for and angle point in the south line of said 124.91 acre tract, the southwest corner of said 7.00 acre tract (1902/462) and on the existing north right-of-way line of said County Road 110; THENCE South 67125'20" West 1798.27 feet with the south line of said 124.91 and the existing north right-of-way line of said County Road 110 to a 3/8-inch iron rod found for the southwest corner of the remainder of said 124.91 acre tract; THENCE with the west line of the remainder of 124.91 acre tract and the existing east right-of-way line of County Road 110 the following four (4) calls: 1. THENCE South 78035100" West 144.05 feet to a 3/8-inch iron rod found; 2. THENCE North 70*09127" West 41.92 feet to a 1/2-inch iron rod found; 3. THENCE North 43151'21" West 73.26 feet to a 3/8-inch iron rod found; 4. THENCE North 21118'00" West 623.79 feet to the POINT OF BEGINNING and containing 112.85 acres of land situated in Bastrop County, Texas. Note: The basis of bearing was established using the Trimble VRS Network, NAD (83), Texas State Plane Coordinate System, Central Zone, 4203, US Survey Foot, Grid. A survey plat was prepared by a separate document and a Surveyor's Report are too accompany this field note description. Field work performed on January 14-24, 2019. That 1, Cory Blake Silva, a Registered Professional Land Surveyor, do hereby state that the above description is true and correct to the best of my knowledge and belief, and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Georgetown, Williamson County, Texas This description is accompanied by and made a part of a sketch issued by Cory Blake Silva, Registered Professional Land Surveyor No. 6500. _OCR%.- -2 o I �CORY 13LAKE SO ................................... 6500 r Cory BI Zfes'sional '°aes S ►�' Re Bred Land Surveyor No. 6500 Job # 19-5001 Date: February 13, 2019 L O � U a83 a �za d d — T O a} m w w H U a Z m m D y c W 0 p O W J p Qm N U U ¢wZwm" LLO W O M 1 0- M w z"'FwJ« i��0(QjUU wOj=zOOa H ? Q a 0 W U W p O p m W W Z Z z V O S m0 W w tq V o I r U U a w h }¢ W O z <m ~ m X �avm� c=7 Lu z33��3�,0 W UQ J LLO p=O coi wr Oz¢ U co W a�m��jw � = Z a V LLLL Z K mwW m O< U p 0 fn� OLL�LL' w a W J O H Z� LL O ¢ O o: F WO W H W a o Q }}p LL> C� 'oZ1- O�p u�i cV Z O W J W 3 O p Z � i oz�ow� H w U w U U W U p = ~ Z ¢ O O w W wp wZ�LL.m U p M Z p Q Wm.J O pW cow, cc CV U 0 Ww O � N Qo aW- Q W Hlip i S� oSoSe$��s���' 410 _ z o z z t z RIM •O ®®OO '10AVO MIMS'% 000 o wT • (Ov Do oz) t,ita� i GGW'AN19N3A3A[MONVSMMMr*4� ff LM 1003t.i(S r 1 f zet Od'9ZZZ BOA (OV 9Z1,90 I V.LN3lVA vdM'3j[M ONV V.LN31VA NHOf 0 a w � I O k —cir y I O I � O x �3N 39 aa�3 0 ��83 n �8grc :a z'a Zi ci r 3 � � J .�6'B9t' 3.ZZLS.£ZS % W U a o 0 K � LL O r w w u N - gg3 d t6 f W 3mN� 2 d j O 3 w o wF- ' � iJ�J CJSs lA.8Z LZ.(ZH F � 0 0 A N a oa d �aa N � V � I o z II o w QVgo 2 yyN o op ardivwixOaddV (S3WWAMOW3NVl30MMN 1 [M:H00VFR ENGINEERING & SURVEYING FIELD NOTES FOR A 6.496 ACRE TRACT OF LAND A BEING 6.496 ACRE TRACT OF LAND, OUT OF THE WILLIAM ADDISON SURVEY, ABSTRACT 21 AND THE C. BELL ABSTRACT 112 BOTH OF, WILLIAMSON COUNTY, TEXAS AND BEING A PORTION OF THE OCCUPIED RIGHT-OF-WAY OF COUNTY ROAD 110, SAID 6.496 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2-inch iron rod found for the southeast corner of the remainder of a called 124.91 acre tract described in deed to Marvin G. Patterson and wife, Barbara Kay Patterson recorded in Volume 510, Page 557 of the Deed Records of Williamson County, Texas (D.R.W.C.T.) same being the southwest corner of a called 7.00 acre tract described in deed to Iva Elizabeth Patterson recorded in Volume 1902, Page 462 of the Named Records of Williamson County, Texas, from which a 1/2-inch iron rod found for the northwest corner of said 7.00 acre tract bears North 23°57'22" West 468.91 feet; THENCE South 23156130" East 53.27 feet through the occupied right-of-way of County Road 110 (CR-110) to a calculated point on the occupied south right-of-way of CR-110 and the north line of a called 222.20 acre tract described as Tract II in deed to Bernard S. Anderson ET. AL. recorded in Document Number 2010022971 of the Official Public Records of Williamson County, Texas (O.P.R.W.C.T.), from which an iron rod found with plastic cap ILLEGABLE for a angle point in the north line of said 222.20 acre tract bears North 66°03'30" East 188.20 feet; THENCE South 66003130" West 714.93 feet with the south line of the occupied right-of-way of CR-110 and the north line of said 222.20 acre tract to a 1/2-inch iron rod found for the northwest corner of said 222.20 acre tract and the northeast corner of a called 145.13 acre tract described in deed to Woodmiller, L.P., ET. AL. recorded in Document Number 2007084259 of the O.P.R.W.C.T.; THENCE South 68*45142" West 1186.15 feet with the south line of the occupied right-of-way of CR-110 and the north line of said 145.13 acre tract to a calculated point; THENCE South 87022'18" West 86.53 feet with the south line of the occupied right-of-way of CR-110 and the north line of said 145.13 acre tract to an 1/2-inch iron rod found; THENCE North 75*27132" West 91.62 feet with the south line of the occupied right-of-way of CR-110 and the north line of said 145.13 acre tract to a calculated point for the intersection of the occupied west right-of-way line of CR-1 10 with the occupied south right-of-way line of Higgs Road; THENCE North 41°20103" West 68.42 feet with the occupied west right-of-way line of CR-110 and the occupied east right-of-way of Higgs Road to a calculated point for the intersection of the occupied west right-of-way line of CR-1 10 with the occupied north right-of-way line of Higgs Road, same being the southeast corner of a called 54.104 acre tract described deed to Continental Homes of Texas, L.P. recorded in Document Number 2017044960 of the O.P.R.W.C.T. and being the southwest corner of a tract of land dedicated for right-of-way by the Kasper Subdivision, Section 1, recorded in Document Number 2018008308 of the O.P.R.W.C.T.; THENCE North 21027156" West 481.22 feet with the occupied west right-of-way line of the CR-110 and the east line of said 54.104 acre tract to a 1/2-inch iron rod found; THENCE North 21035142" West 137.67 feet with the occupied west right-of-way line of the CR-110 and the east line of said 54.104 acre tract to a found nail with washer stamped "Pape -Dawson" for the northeast corner of said 54.104 acre tract and the southeast corner of the Kasper, Section 4, a subdivision of record recorded in Document Number 2018012746 of the O.P.R.W.C.T; EMDOOVER ENGINEERING & SURVEYING THENCE North 21140120" West 755.74 feet with the occupied west right-of-way line of CR-110 and the east line of Kasper Section 4 to a calculated point at the intersection of the occupied west right-of-way of CR-110 with the occupied east right-of-way line of Southwestern Blvd. as shown in Kasper, Section 1 a subdivision a record recorded in Document Number 2018008308 of the O.P.R.W.C.T.; THENCE North 16118'17" West 320.86 feet with the occupied west right-of-way line of CR-110 and the occupied east right-of-way line of Southwestern Blvd. to a calculated point on the south corner of Lot 1, Bock Z of said Section 1; THENCE North 21040112" West 53.66 feet with the occupied west right-of-way line of CR-1 10 and the east line of Lot 1, Block Z to a calculated point; THENCE North 68019148" East 56.61 feet with the through the occupied right-of-way of CR-110 to a 1/2-inch iron rod found for the northwest corner of a called 15.72 acre tract described in deed to Jacob Robert Sedwick recorded in Document Number 2007004976 of the O.P.R.W.C.T.; THENCE South 21032105" East 49.92 feet with the occupied east right-of-way line of CR-110 and the west line of said 15.72 acre tract to a 1/2-inch iron rod found for the southwest corner of said 15.72 acre tract and the northwest corner of a called 4.635 acre tract described in deed to Eric Wayne Butzow and Rhonda Talley-Butzow recorded in Document Number 2007068869 of the O.P.R.W.C.T.; THENCE South 20138110" East 100.50 feet with the occupied east right-of-way line of CR-110 and the west line of said 4.635 acre tract to a 1/2-inch iron rod found for the southwest corner of said 4.635 acre tract and the northwest corner of a called 21.734 acre tract described in deed to Georgetown Independent School District recorded in 2017086886 of the O.P.R.W.C.T.; THENCE South 21123'29" East 81.64 feet with the occupied east right-of-way line of CR-110 and the west line of said 21.734 acre tract to an iron rod found with plastic cap stamped "STEGER BIZZELL"; THENCE 245.89 feet along a curve to right having a radius of 1155.00 feet, a delta angle of 12011'53" and the chord that bears South 27045107" East 245.43 feet to an iron rod found with plastic cap stamped "STEGER BIZZELL"; THENCE South 21139'10" East 629.38 feet with the occupied east right-of-way line of CR-110 and the west line of said 21.734 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY" on the south line of said 21.734 acre tract and the north line of a called 124.91 acre tract described in deed to Marvin G. Patterson, ET. VER. Recorded in Volume 510, Page 557 of D.R.W.C.T.; THENCE South 68134'31" West 29.66 feet with the occupied east right-of-way line of CR-110 and the north line of said 124.91 acre tract to an iron rod found with plastic cap stamped "STEGER BIZZELL"; THENCE South 21118'10" East 623.79 feet with the occupied east right-of-way line of CR-110 and the north line of said 124.91 acre tract to a 3/8-inch iron rod found; THENCE South 43151'21" East 73.26 feet with the occupied east right-of-way line of CR-I 10 and the north line of said 124.91 acre tract to a 1/2-inch iron rod found for the intersection of the occupied east right-of-way line of CR-1 10 with the occupied north right-of-way line of CR-I 10, same being the southwest corner of said 124.91 acre tract; THENCE South 70109127" East 41.92 feet with the occupied north right-of-way line of CR-110 and the south line of said 124.91 acre tract to 3/8-inch iron rod found; IM:U00VER ENGINEERING & SU1t\VEYING THENCE North 78135100" East 144.05 feet with the occupied north right-of-way line of CR-110 and the south line of said 124.91 acre tract to 3/8-inch iron rod found; THENCE North 67125120" East 1798.27 feet with the occupied north right-of-way line of CR-110 and the south line of said 124.91 acre tract to 3/8-inch iron rod found to the POINT OF BEGINNING and containing 6.496 acres of land situated in Williamson County, Texas. That I, Cory Blake Silva, a Registered Professional Land Surveyor, do hereby state that the above description is true and correct to the best of my knowledge and belief, and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Georgetown, Williamson County, Texas This description is accompanied by and made a part of a sketch issued by Cory Blake Silva, Registered Professional Land Surveyor No. 6500. Cory B Professional Land Surveyor No. 6500 TBPLS Firm No. F-10194347 Job # 19-5001 5�ri�,a�p�r .fir R d�•., � ,oRY BLAKE SIcVA 6500 ' r tid SURD-,o ~ � \ k § § ® �R %. § ` § � \ \ � _ $| k Ag (k#% ® / \ am N6Ua. g . f q§ # \k { §& \ \k*(� m pEf� 2222 a �§ §/ m2 §\\§ - Lu z©- J(( � : kk \ ( § \ m \ 3 /f§| « N �a o g � Asa e a P2 z.� p h Q�m 02� z f _I lUd 3Nf1H91tlY1 _— — — _.^ _ ..... Z 9d 3M HDM Id 1 UO i17 O 1 G K Z rn ~ I N U O Zn � r a UST gl� 1M z om o civwo I.L pJ oK"'3 a m Sf N zml a > O Z� I Z 4 U � v Q < rii � w q Q � � U � p 3 7 1 ,6LTZ9 3.00.K .2S (3M/130IM08 Y>i N) a L avad ALNn00 Sl ,ZZ196 M„951Ze)ZN 4a TOWd-dr0 0 m 096MLLWONIMM000 I (OV tU'49) d-V.1191HX3 c9 VI'SVX3L 10 SW OH IVLN3NLLN00 s ANNEXATION OF R.O.W. C.R. 110 A 6.496 ACRE TRACT OF LAND LOCATED IN THE WILLIAM ADDISON SURVEY, ABSTRACT NO.21, AND THE C. BELL ABSTRACT 112, BOTH IN WILLIAMSON COUNTY, TEXAS ' LOT 1, BLOCK Z DOC. NO.2018009308 GARY T. COLLINS AND WIFE, DAYNA J. COLLINS (12.00 AC) DOC. 1069029 O.P.R.W.P.R.W.C.T. 1 SOUTHWESTERN BOULEVARD m JACOB ROBERT SEDWICK(15,72 AC) L7 DOCUMENT NO.2007004978 O.P R W.C.T. ERIC WAYNE BUTZOW AND RHONDA TALLEYAUTZOW (4.635 AC) DOCUMENT N0. 200706886/ O.P R.W.C.T. — 1 1 m SI NOTE 1 —I L 2 ci J W N c Z�w Of U g S co d II` a z U FAIRHAVEN GATEWAY NOTE 3 GEORGETOWN INDEPENDENT SCHOOL DISTRICT (21.734 AC) DOCUMENT NO 20170868H 0 P R W.C.T NOTES: 1. ROW DEDICATION IS SHOWN IN THE KASPER SUBDIVISION, SECTION 1, DOCUMENT NO 201800BUB, 0 P.R W.C.T. 2. ROW DEDICATION IS SHOWN IN THE GEORGETOWN INDEPENDENT SCHOOL DISTRICT, DOCUMENT NO.2017086BB6, O.P R.W.C.T. 3. CONTINENTAL HOMES OF TEXAS, LP., EXHIBIT -AA-(54.104 AC), DOCUMENT NO.2017044%0 O. P,R.W.C.T. CUME TABLE WBVE RMW LENGTH DELTA CNIXi EB NG WOPDLEHGTH C1 7T55w 21599 /2'I1'Sr wr1S01w 2 54y UNSTABLE LEGEND UNE BEMNG I DISTANCE L1 Wr W30'E 532r ® FOUND I2' IRON ROD u SBr2rlew 8657 WTTHACAPLABELED 'STEGER BIZZEU! U u Nis'Zr32V/ N4r2VO3W MW BBAZ 0 CALCULATED POINT L5 N2t'3312w 13I.Br FOUND 11Y IRON ROD LS Ml-4912M 53M O FOUND 318-IRON ROD LT SEB'134Bw 5&W 0 SET 10 IRON ROD WITH Le S21-3Z05E wag REDWATKIN-HOOVER 0 S2 HIVE loose ENG. B SURVEY' PLASTIC CAP L10 0 MAG NAIL WITH WASHER s 'PAPE-DAWSON' L12 A2rEaiBfu1 6 IRON ROD WITH PLASTIC L13 Z CAP L14 os O.P,R.W.C.T. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS D R.W.C.T. DEED RECORDS OF WILLIAMSON COUNTY TEXAS N.RW.C.T. NAMED RECORDS OF WILLIAMSON COUNTY TEXAS SCALE:1'=100' 0 W. 100, 150, 200' L DOVER DATE 1301BM %7L WIX MARVIN G PATTERSON ET. VER _ ENGINEERING IB3001 (124.91 AC) MATWUNEPG3 r iw lu,at«nn. SURVEYING JOBNO. _ VOL. 510,PG55! _ _ _ _ I D.R.W.C.T. MATCH UNE PG 2 ' SHEET 3OF 3 in Field Notes for proposed RS zoning [:MDOOVER ENGINEERING & SURVEYING FIELD NOTES FOR A 106.092 ACRE TRACT OF LAND A 106.092 ACRE TRACT OF LAND, OUT OF THE WILLIAM ADDISON SURVEY, ABSTRACT 21, WILLIAMSON COUNTY, TEXAS AND BEING ALL OF THE REMAINING OF A CALLED 124.91 ACRE TRACT DESCRIBED IN WARRANTY DEED WITH VENDOR'S LIEN TO MARVIN G. PATTERSON AND WIFE, BARBARA KAY PATTERSON RECORDED IN VOLUME 510, PAGE 557 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS (D.R.W.C.T.), ALL OF THE REMAINDER OF A CALLED 33.33 ACRE TRACT DESCRIBED IN DEED TO MARVIN G. PATTERSON AND WIFE, BARBARA KAY PATTERSON RECORDED IN VOLUME 522, PAGE 613 OF THE D.R.W.C.T., BEING ALL OF A CALLED 30.33 ACRE TRACT DESCRIBED IN WARRANTY DEED TO IVA ELIZABETH PATTERSON BAYS RECORDED IN DOCUMENT NUMBER 2004059478 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), ALL OF A CALLED 30.33 ACRE TRACT DESCRIED IN WARRANTY DEED TO SAMUEL GLENN PATTERSON RECORDED IN DOCUMENT NUMBER 2004059479 OF THE O.P.R.W.C.T. AND BEING ALL OF A CALLED 15.72 ACRE TRACT DESCRIBED IN WARRANTY DEED TO JACOB ROBERT SEDWICK RECORDED IN DOCUMENT NUMBER 2007004976 OF THE O.P.R.W.C.T., TEXAS. SAID 106.092 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at iron rod found with plastic cap stamped "STEGER BIZZELL" for an angle point in the west line of the remainder of said 124.91 acre tract, the southwest corner of a called 21.734 acre tract described in deed to Georgetown Independent School District recorded in Document Number 2017086886 of the O.P.R.W.C.T. and on the existing east right-of-way line of County Road 110, also called Rockridge Lane (right-of-way varies); THENCE North 68134142" East 991.33 feet with the west line of said Remainder of 124.91 acre tract and the south line of said 21.734 acre tract to an iron rod found with plastic cap stamped "STEGER BIZZELL" for the southwest corner of said 21.734 acre tract; THENCE North 21027128" West 955.55 feet with the west line of the remainder of 124.91 acre tract and the east line of said 21.734 acre tract to an iron rod found with plastic cap stamped "STEGER BIZZELL" for the northwest corner of the remainder of said 124.91 acre tract, the northeast corner of said 21.734 acre tract and the south line of a called 4.635 acre tract described in deed to Eric Wayne Butzow and Rhonda Talley-Butzow recorded in Document Number 200768869 of the O.P.R.W.C.T.; THENCE North 68032125" East 1026.79 feet with the north line of said 124.91 acre tract and the south line of said 4.635 acre tract to a 1/2-inch iron rod found for the southeast corner of said 4.635 acre tract; THENCE North 23151'12" West 101.02 feet with the east line of said 4.635 acre tract to a 1/2-inch iron rod found for the northeast corner of said 4.635 acre tract and the south line of a called 15.72 acre tract described in deed to Jacob Robert Sedwick recorded in Document Number 2007004976 of the O.P.R.W.C.T.; THENCE South 68131124" West 2011.96 feet with the north line of said 4.635 acre tract and the south line of said 15.72 acre tract to a 1/2-inch iron rod found for the northwest corner of said 4.635 acre tract, the southwest corner of said 15.72 acre tract and on the existing east right-of-way line of County Road 110; THENCE North 21117'27" West 50.13 feet with the west line of said 15.72 acre tract and the existing east right-of- way line of County Road 110 to a 1/2-inch iron rod found for the westerly most northwest corner of said 15.72 acre tract and the southwest corner of a called 12.00 acre tract described in deed to Gary T. Collins and wife, Dayna J. Collins recorded in Document Number 2001069029 of the O.P.R.W.C.T.; IMIALLHOOVER ENGINEERING & SURVEYING THENCE North 68031124" East 1742.17 feet with the north line of said 15.72 acre tract and the south line of said 12.00 acre tract to a iron rod found with plastic cap stamped "CCC 4835" for an angle point in the north line of said 15.72 acre tract and the southeast corner of said 12.00 acre tract; THENCE North 21128'41" West 299.99 feet with the north line of said 15.72 acre tract and the east line of said 12.00 acre tract to a iron rod found with plastic cap stamped "CCC 4835" for an angle point in the north line of said 15.72 acre tract, the northeast corner of said 12.00 acre tract and on the south line of a called 34.19 acre tract described in deed to Earl Wayne Brady recorded in Document Number 2007084256 of the O.P.R.W.C.T.; THENCE North 68059135" East 1741.81 feet with the north line of said 15.72 acre tract and the south line of said 34.19 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATI(WHOOVER ENGA SURVEY" for the northeast corner of said 15.72 acre tract, the southeast corner of said 34.19 acre tract and on the west line of a called 20.00 acre tract described in deed to Jim Webb and wife, Virginia Webb recorded in Document Number 1997018233 of the O.P.R. W.C.T.; THENCE South 21144100" East 1167.37 feet with the east line of said 15.72 acre tract, the east line of said 30.33 acre tract (2004059479) and the west line of said 20.00 acre tract to a 1/2-inch iron rod found for an angle point in the east line of said 30.33 acre tract (2004059479), the southwest corner of said 20.00 acre tract and the northwest corner of a called 15.126 acre tract described in deed to John Valenta and wife, Myra Valenta recorded in Volume 2225, Page 432 of the O.R. W.C.T.; THENCE South 21115'03" West 130.27 feet with the east line of said 30.33 acre tract (2004059479) and the west line of said 15.126 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENGA SURVEY"; THENCE South 37156153" West 119.69 feet with the east line of said 30.33 acre tract (2004059479) and the west line of said 15.126 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENGA SURVEY"; THENCE South 081108'53" East 240.12' feet with the east line of said 30.33 acre tract (2004059479) and the west line of said 15.126 acre tract to a 1/2-inch iron rod found; THENCE South 16155129" East 78.13 feet with the east line of said 30.00 acre tract (2004059479) and the west line of said 15.126 acre tract to a 1/2-inch iron rod found for the southeast corner of said 30.33 acre tract (2004059479), and angle point in the west line of said 15.126 acre tract and the northeast corner of a called 7.00 acre tract described in deed to Samuel Glenn Patterson recorded in Volume 1902, Page 459 of the O.R. W.C.T.; THENCE South 70158105" West 610.68 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract to a 1/2-inch iron rod found for an angle point in the south line of said 30.33 acre tract (2004059479) and the northeast corner of a called 7.00 acre tract described in deed to Iva Elizabeth Patterson recorded in Volume 1902, Page 462 of the O.R.W.C.T.; THENCE South 71001137" West 230.86 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract (1902/462) to a 3/8-inch iron rod found for the southwest corner of said 30.33 acre tract (2004059479) an angle point in the north line of said 7.00 acre tract (1902/462) and the southeast corner of a said 30.33 (2004059478); THENCE South 71001137" West 272.48 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract (1902/462) to a 1/2-inch iron rod found for angle point of both tract; THENCE South 51141'43" West 155.33 feet with the south line of said 30.33 acre tract (2004059479) and the north line of said 7.00 acre tract (1902/462) to a 1/2-inch iron rod found for the northwest corner of said 7.00 acre tract (1902/462); EMKIDOVER ENGINEERING & SURVEYING THENCE South 23157122" East 468.91 feet with the south line of said 30.33 acre tract (2004059479), the west line of said 7.00 acre tract (1902/462) and the remainder of said 124.91 acre tract to a 1/2-inch iron rod found for and angle point in the south line of said 124.91 acre tract, the southwest corner of said 7.00 acre tract (1902/462) and on the existing north right-of-way line of said County Road 110; THENCE South 67125120" West 1798.27 feet with the south line of said 124,91 and the existing north right-of-way line of said County Road 110 to a 3/8-inch iron rod found for the southwest corner of the remainder of said 124.91 acre tract; THENCE with the west line of the remainder of 124.91 acre tract and the existing east right-of-way line of County Road 1 10 the following four (4) calls: 1. THENCE South 78135100" West 144.05 feet to a 3/8-inch iron rod found; 2. THENCE North 70109'27" West 41.92 feet to a 1/2-inch iron rod found; 3. THENCE North 43151121" West 73.26 feet to a 3/8-inch iron rod found; 4. THENCE North 21118'00" West 623.79 feet to the POINT OF BEGINNING and containing 106.092 acres of land situated in Williamson County, Texas. Note: The basis of bearing was established using the Trimble VRS Network, NAD (83), Texas State Plane Coordinate System, Central Zone, 4203, US Survey Foot, Grid. A survey plat was prepared by a separate document and a Surveyor's Report are too accompany this field note description. Field work performed on January 14-24, 2019. That I, Cory Blake Silva, a Registered Professional Land Surveyor, do hereby state that the above description is true and correct to the best of my knowledge and belief, and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Georgetown, Williamson County, Texas This description is accompanied by and made a part of a sketch issued by Cory Blake Silva, Registered Professional Land Surveyor No. 6500. _ $-9- zo►9 ilva Professional Land Surveyor No. 6500 Job # 19-5001 F 4� OT�gF'�7.� •Q ................. CORY LAKE B q ...... SILY '� a 6500 e f Field Notes for proposed AG zoning [ZDOOVER ENGINEERING & SURVEYING FIELD NOTES FOR A 6.755 ACRE TRACT OF LAND A 6.755 ACRE TRACT OF LAND, OUT OF THE WILLIAM ADDISON SURVEY, ABSTRACT 21, WILLIAMSON COUNTY, TEXAS AND BEING A PORTION OF THE REMAINING OF A CALLED 124.91 ACRE TRACT DESCRIBED IN WARRANTY DEED WITH VENDOR'S LIEN TO MARVIN G. PATTERSON AND WIFE, BARBARA KAY PATTERSON RECORDED IN VOLUME 510, PAGE 557 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS (D.R.W.C.T.) SAID 6.755 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at iron rod found with plastic cap stamped "STEGER BIZZELL" for an angle point in the west line of the remainder of said 124.91 acre tract, the southwest corner of a called 21.734 acre tract described in deed to Georgetown Independent School District recorded in Document Number 2017086886 of the O.P.R.W.C.T. and on the existing east right-of-way line of County Road 110 (CR 110), also called Rockridge Lane (right-of-way varies); THENCE North 68*34142" East 402.55 feet with the west line of said Remainder of 124.91 acre tract and the south line of said 21.734 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY" for the northeast corner of the herein described; THENCE South 21124126" East 740.09 feet through said 124.91 acre tract to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY" on the south line of said 124.91 acre tract and existing north right-of- way line of CR 110; THENCE South 67125120" West 202.41 feet with the south line of said 124.91 acre tract and the existing north right- of-way line of CR 110 to a 3/8-inch iron rod found; THENCE South 78035100" West 144.05 feet with the south line of said 124.91 acre tract and the existing north right- of-way line of CR 110 to a 3/8-inch icon rod found; THENCE North 70109'27" West 41.92 feet with the south line of said 124.91 acre tract and the existing north right-of- way line of CR 110 to a set 1/2" iron rod with a red plastic cap stamped "MATKINHOOVER ENG.& SURVEY" for the southwest corner of said 124.91 acre tract, the intersection of the existing north right-of-way of CR 110 with the existing east right-of-way line of CR 1 10 and the southwest corner of the herein described; THENCE North 43151'21" West 73.26 feet with the west line of said 124.91 acre tract and the existing east right-of- way line of CR 1 10 to a 3/8-inch iron rod found; THENCE North 21°18'00" West 623.79 feet with the west line of said 124.91 acre tract and the existing east right-of- way line of CR 110 to the to the POINT OF BEGINNING and containing 6.755 acres of land situated in Williamson County, Texas. OOVER ENGINEERING & SURVEYING Note: The basis of bearing was established using the Trimble VRS Network, NAD (83), Texas State Plane Coordinate System, Central Zone, 4203, US Survey Foot, Grid. A survey plat was prepared by a separate document and a Surveyor's Report are too accompany this field note description. Field work performed on January 14-24, 2019. That I, Cory Blake Silva, a Registered Professional Land Surveyor, do hereby state that the above description is true and correct to the best of my knowledge and belief, and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY 14AND AND SEAL at Georgetown, Williamson County, Texas This description is accompanied by and made a part of a sketch issued by Cory Blake Silva, Registered Professional Land Surveyor No. 6500. 6- 3- 7-41 ilva Professional Land Surveyor No. 6500 Job # 19-5001 CQRY SLAKE 3 SILVA ~' 6500r Exhibit C I. INTRODUCTION CITY OF GEORGETOWN ANNEXATION SERVICE PLAN AREA: PATTERSON RANCH COUNCIL DISTRICT NO.: 7 DATE: AUGUST 27, 2019 This Service Plan (the "Plan") is made by the City of Georgetown, Texas ("City") pursuant to Sections 43.056(b)-(o); 43.062, and 43.052(h)(1) of the Texas Local Government Code ("LGC"). This Plan relates to the annexation into the City of the land shown on Exhibit "A" to this Service Plan, which is referred to as "Patterson Ranch". The provisions of this Plan were made available for public inspection and explained to the public at the two public hearings held by the City on July 9, 2019, at 3pm, and July 19 2019, at 6pm, in accordance with Section 43.0560) of the LGC. II. TERM OF SERVICE PLAN Pursuant to Section 43.056(1) of the LGC, this Plan shall be in effect for a ten-year period commencing on the effective date of the ordinance approving the annexation. Renewal of the Plan shall be at the discretion of the City Council and must be accomplished by Ordinance. III. INTENT It is the intent of the City that municipal services under this Plan shall provide municipal services in accordance with the timetables required by the LGC. The City reserves the rights guaranteed to it by the LGC to amend this Plan if the City Council determines that changed conditions, subsequent occurrences, or any other legally sufficient circumstances exist under the LGC or other Texas laws that make this Plan unworkable, obsolete, or unlawful. IV. CATEGORIZATION OF MUNICIPAL SERVICES The municipal services described herein are categorized by those services which are (1) available to the annexed area immediately upon annexation; (2) those services which will be available to the annexed area within 21/z years from the effective date of the annexation; and (3) those services for which capital improvements are needed and which will be available within 41/z years from the effective date of the annexation based upon a schedule for construction of such improvements as set forth herein. Annexation Service Plan Page 1 of 13 Area: Patterson Ranch For the purposes of this Plan, "provision of services" includes having services provided by any method or means by which the City provides municipal services to any other areas of the City, and may include causing or allowing private utilities, governmental entities and other public service organizations to provide such services by contract, in whole or in part, and may include duties on the part of a private landowner with regard to such services. In addition, in accordance with Section 43.056(g) of the LGC, if before annexation the annexed area had a lower level of services, infrastructure, and infrastructure maintenance than the same being provided by the City to other areas within the City limits, this Plan shall be construed to allow for the provision to the annexed area of a level of services, infrastructure, and infrastructure maintenance that is comparable to the level of services, infrastructure, and infrastructure maintenance in other parts of the City with topography, land use, and population density similar to those reasonably contemplated or projected in the annexed area. V. SERVICES TO BE PROVIDED UPON ANNEXATION 1. Police Protection -Upon annexation, the Georgetown Police Department will extend regular and routine patrols to the area. 2. Fire Protection and Emergency Medical Services- Upon annexation, in the areas where the City has jurisdiction over fire protection and emergency medical services or a contract under which the City provides such services, the City of Georgetown Fire Department will provide response services in the annexed area consisting of: fire suppression and rescue; emergency response to 9-1-1 calls; fire prevention education efforts, and other duties and services provided by the Georgetown Fire Department to areas within the City limits. 3. Solid Waste Collection - Upon annexation, for occupied structures, the City will provide solid waste collection services to the annexed area in accordance with City ordinances and policies in effect on the date of the annexation. However, per the terms of Sections 43.056(n) and (o) of the LGC, if a property owner chooses to continue to use the services of a privately owned solid waste management provider, the City is prevented from providing solid waste services for 2 years. 4. Operation and Maintenance of Water and Wastewater Facilities in the Annexed Area that Are Not Within the Area of Another Water or Wastewater Utility - City - owned water and wastewater facilities that exist in the annexed area will be maintained upon annexation and such maintenance shall be governed by the City's ordinances, standards, policies and procedures. Per the provisions of Section 13.01. 020 of the Unified Development Code ("UDC'), for unplatted tracts in the annexed area, the City shall not repair, maintain, install or provide any public utilities or services in any subdivision for which a Final Plat has not been approved and filed for record, nor in which the standards contained in the UDC or referred to therein have not been complied with in full. Annexation Service Plan Page 2 of 13 Area: Patterson Ranch 5. Operation and Maintenance of Streets, Roads, and Street Lighting - The City will provide preventative maintenance of the existing public streets and roads in the annexed area over which it has jurisdiction through maintenance and preventative maintenance services such as emergency pavement repair; ice and snow monitoring; crack seal, sealcoat, slurry seal, and PM overlay; and other routine repair. The City shall not maintain private roads in the annexed area. Preventative maintenance projects are prioritized on a City-wide basis and scheduled based on a variety of factors, including surface condition, rideability, age, traffic volume, functional classification, and available funding. As new streets are dedicated and accepted for maintenance they will be included in the City's preventative maintenance program. Per the provisions of Section 13.01.020 of the UDC, for unplatted tracts in the annexed area, the City shall not repair, maintain, install or provide any streets or street lighting to any subdivision for which a Final Plat has not been approved and filed for record, nor in which the standards contained in the UDC or referred to therein have not been complied with in full. With regard to street lighting, it is the policy of the City of Georgetown that adequate street lighting for the protection of the public and property be installed in all new subdivisions. Installation procedures and acceptable standards for street lights shall be governed by the utility standards of the City in effect at the time of subdivision construction or addition thereto. 6. Operation and Maintenance of Public Parks, Playgrounds, and Swimming Pools - Upon annexation, publicly owned parks, playgrounds, and swimming pools in the annexed area (if any) will be operated and maintained by the City in accordance with the Section 12.20 of the City Code of Ordinances, and other applicable ordinances, policies, and procedures in effect at the time of annexation for other areas in the City limits. Privately owned parks, playgrounds, and pools will be unaffected by the annexation and shall not be maintained by the City. 7. Operation and Maintenance of Publicly Owned Buildings, Facilities, and Services - Should the City acquire any buildings, facilities or services necessary for municipal services in the annexed area, an appropriate City department will operate and maintain them. 8. Library - Upon annexation, library privileges will be available to anyone residing in the annexed area. 9. Planning and Development, Building Permits, and Inspections Services; - Upon annexation, the City's Unified Development Code and Title 15 of the City Code of Ordinances will apply in the area. These services include: site plan review, zoning approvals, Building Code and other standard Code inspection services and City Code enforcement; sign regulations and permits; and Stormwater Permit services. For a full description of these services, see the City's Unified Development Code and Title 15 of the City Code of Ordinances. Annexation Service Plan Page 3 of 13 Area: Patterson Ranch 10. Animal Control Services — The provisions of Chapter 7 of the City Code of Ordinances relating to animal control services shall apply in the annexed area. 11. Business Licenses and Regulations — The provisions of Chapter 6 of the City Code of Ordinances relating to business licenses and regulations (Carnivals Circuses and Other Exhibitions; Electrician's Licenses; Gross Receipts Charge or Street Rental; Peddlers and Solicitors; Taxicabs, Buses and Other Vehicles for Hire; Horse Drawn Carriages and other Non -Motorized Vehicles for Hire; Sexually Oriented Businesses; and Alcoholic Beverages) shall apply in the annexed area. 12. Health and Safety Regulations — The provisions of Chapter 8 of the City Code of Ordinance relating to health and safety regulations (Fire Prevention Code; Fireworks; Food Sanitation; Noise Control; Nuisances; Junked Motor Vehicles; and Smoking in Public Places) shall apply in the annexed area. 13. Regulations Pertaining to Peace, Morals and Welfare -- The provisions of Chapter 9 of the City Code of Ordinance relating to peace, morals and welfare (Housing Discrimination; Weapons; and Enforcement of Other Miscellaneous Violations) shall apply in the annexed area. VI. SERVICES TO BE PROVIDED WITHIN 41/2 YEARS OF ANNEXATION; CAPITAL IMPROVEMENTS PROGRAM 1. In General — The City will initiate the construction of capital improvements necessary for providing municipal services for the annexation area as necessary for services that are provided directly by the City. 2. Water and Wastewater Services— Water and wastewater services are only provided to occupied lots that have been legally subdivided and platted or are otherwise a legal lot, and that are located within the boundaries of the City's authorized service areas. Further, existing residences in the annexed area that were served by a functioning onsite sewer system (septic system) shall continue to use such private system for wastewater services in conformance with the provisions of Section 13.20 of the City Code of Ordinances. Existing non-residential establishments in the annexed area may continue to use an onsite sewer system (septic system) for sewage disposal in conformance with the provisions of Section 13.20 of the City Code of Ordinances. Upon the Development of any property in the annexed area, the provisions of Chapter 13 of the UDC shall apply. The City shall have no obligation to extend water or wastewater service to any part of the annexed area that is within the service area of another water or wastewater utility. For annexed areas located within the City's authorized service areas, the City shall, subject to the terms and conditions of this Plan, extend water and wastewater service in accordance with the service extension ordinances, policies, and standards that are summarized in Section X of this Plan, which may require that the property owner or developer of a newly developed tract install water and wastewater lines. The extension Annexation Service Plan Page 4 of 13 Area: Patterson Ranch of water and wastewater services will be provided in accordance with the policies summarized in Section X of this Plan and with any applicable construction and design standards manuals adopted by the City. 3. Water and Wastewater Capital Improvements Schedule — Because of the time required to design and construct the necessary water and wastewater facilities to serve the annexed area, certain services cannot be reasonably provided within 21/2 years of the effective date of annexation. Therefore, in accordance with Sections 43.065(b) and (e) of the LGC, the City shall implement a program, which will be initiated after the effective date of the annexation and include the acquisition or construction of capital improvements necessary for providing water and wastewater services to the area. The following schedule for improvements is proposed: construction will commence within 2 1/z years from the effective date of annexation and will be substantially complete within 4 1/2years from the effective date of annexation. However, the provisions of Section VII of this Plan shall apply to the schedule for completion of all capital improvements. In addition, the acquisition or construction of the improvements shall be accomplished by purchase, lease, or other contract or by the City succeeding to the powers, duties, assets, and obligations of a conservation and reclamation district as authorized or required by law. 4. Roads and Streets — No road or street related capital improvements are necessary at this time. Future extension of roads or streets and installation of traffic control devices will be governed by the City's Comprehensive Plan, the City's Overall Transportation Plan, the City's Capital Improvements Plan; the City's regular or non -impact fee Capital Improvements Program, and any applicable City ordinances, policies, and procedures, which may require that the property owner or developer install roads and streets at the property owner's or developer's expense. It is anticipated that the developer of new subdivisions in the area will install street lighting in accordance with the City's standard policies and procedures. Provision of street lighting will be in accordance with the City's street lighting policies. 5. Capital Improvements for Other Municipal Services — No capital improvements are necessary at this time to provide municipal Police; Fire Protection; Emergency Medical Services; Solid Waste Collection; Public Parks, Playgrounds, or Swimming Pools; Public Buildings or Facilities; or Library Services. The annexed area will be included in the City's future planning for new or expanded capital improvements and evaluated on the same basis and in accordance with the same standards as similarly situated areas of the City. VII. FORCE MAJEURE AND SCHEDULE EXTENSIONS 1. Certain events, described as Force Majeure Events in this Plan, are those over which the City has no control. Force Majeure Events shall include, but not be limited to, acts of God; terrorism or acts of a public enemy; war; blockages; riots; strikes; epidemics; forces Annexation Service Plan Page 5 of 13 Area: Patterson Ranch of nature including landslides, lightening, earthquakes, fires, storms, floods, washouts, droughts, tornadoes, hurricanes; arrest and restraint of government; explosions; collisions, and all other inabilities of the City, whether similar to those enumerated or otherwise, which are not within the control of the City. Any deadlines or other provisions of this Plan that are affected by a Force Majeure Event shall be automatically extended to account for delays caused by such Force Majeure Event. 2. In accordance with Section 43.056(e) of the LGC, this Plan and the schedules for capital improvements necessary to provide full municipal services to the annexed area may be amended by the City to extend the period for construction if the construction is proceeding with all deliberate speed. The construction of the improvements shall be accomplished in a continuous process and shall be completed as soon as reasonably possible, consistent with generally accepted local engineering and architectural standards and practices. However, the City does not violate this Plan if the construction process is interrupted for any reason by circumstances beyond the direct control of the City. VIII. AMENDMENTS Pursuant to the provisions of Section 43.056(k) of the LGC, on approval by the City Council, the Plan is a contractual obligation that is not subject to amendment or repeal except as provided by state law. Section 43.056(k) of the LGC provides that if the City Council determines, after public hearings, that changed conditions or subsequent occurrences make the Plan unworkable or obsolete, the City Council may amend the Plan to conform to the changed conditions or subsequent occurrences. An amended Plan must provide for services that are comparable to or better than those established in the Plan before amendment. Before any Plan amendments are adopted, the City Council must provide an opportunity for interested persons to be heard at public hearings called and held in the manner provided by Section 43.0561 of the LGC. IX. FEES The City may impose a fee for any municipal service in the area annexed if the same type of fee is imposed within the corporate boundaries of the City. All City fees are subject to revision from time to time by the City in its sole discretion. X. SUMMARY OF CURRENT WATER AND WASTEWATER SERVICE EXTENSION POLICIES Per the requirements of Section 43.056(e) of the LGC, the following summary is provided regarding the City's current service extension policies for water and wastewater service. However, this is a summary of the current policies, and the policies and regulations related to water and wastewater utility extensions that are included in the City Code of Ordinances, the Unified Development Code, the City's Construction and Specifications Manual; Drainage Annexation Service Plan Page 6 of 13 Area: Patterson Ranch Manual, and other published policies and technical manuals, as the same may be amended from time to time, shall control the extension of water and wastewater services to the annexed area. In addition, these policies and ordinances are set by City Council and can be amended in the future: 1. In General -- The provisions of Chapter 13 of the City's Unified Development Code ("UDC") shall apply in the annexed area and Chapter 13 of the City Code of Ordinances. Portions of the current Chapter 13 of the UDC and the current Chapter 13 of the Code of Ordinances are summarized below. Note that these provisions are established by ordinance of the City Council and are subject to change from time to time. A. The City shall not repair, maintain, install or provide any water services, wastewater service, gas, electricity or any other public utilities or services to any property that has not been legally subdivided or is a non -legal lot. B. For property that is required by the City's UDC or other City regulations to construct water or wastewater facilities, funding and construction of those facilities are the responsibility of the property owner or developer (the "subdivider"). C. Subdividers shall be responsible for providing an approved public water supply system for fire protection and domestic/ commercial/ industrial usage consistent with the Comprehensive Plan. Where an approved public water supply or distribution main is within reasonable distance of the subdivision, but in no case less than one -quarter mile away, and connection to the system is both possible and permissible (including adequate system capacity), the subdivider shall be required to bear the cost of connecting the subdivision to such existing water supply. The subdivider shall, consistent with all existing ordinances, make a pro- rata contribution to funding of needed storage facilities, treatment facilities, and specific distribution lines as determined necessary by the City. D. Subdividers shall be responsible for providing an approved public sanitary sewer system, consistent with the Comprehensive Plan, throughout the entire subdivision such that all lots, parcels, or tracts of land will be capable of connecting to the sanitary sewer system except as otherwise provided herein. Where an approved public sanitary sewer collection main or outfall line is in ease less than one-half mile away, and connection to the system is both possible and permissible (including adequate system capacity), the subdivider shall be required to bear the cost of connecting the subdivision to such existing sanitary sewer system. Where an approved public wastewater collection main or outfall line is more than one-half mile away from the property boundary, and where extension of a sanitary sewer collection main or outfall line is scheduled in the City's Capital Improvements Plan to be completed to a point within one-half mile of the property boundary within five (5) years from the date of the Preliminary Plat approval, the subdivider shall be required to install a public Annexation Service Plan Page 7 of 13 Area: Patterson Ranch wastewater collection system. The design and construction of a public sanitary sewer system shall comply with regulations covering extension of public sanitary sewer systems adopted by the Texas Commission on Environmental Quality. E. All infrastructure and public improvements must be designed and installed in accordance with all of the elements of the Comprehensive Plan and shall meet the minimum requirements established by the UDC, the City's Construction Standards and Specifications for Roads, Streets, Structures and Utilities, and any other adopted City design or technical criteria. No main water line extension shall be less than eight inches. All new public sanitary sewer systems shall be designed and constructed to conform with the City's Construction Standards and Specifications and to operate on a gravity flow basis by taking advantage of natural topographic conditions and thereby reducing the need for lift stations and force mains. 2. If the specific undeveloped property does not have City water or wastewater facilities and capacity fronting the property — the owner may make an application for an extension of service to the property. If the Assistant City Manager for Utilities determines in writing that adequate water or wastewater capacity is available, or will be available, and if the project does not include City cost participation or reimbursement, if the proposed facilities are depicted on the City's Water and Wastewater Master Plans, and the requested service otherwise meets the City's requirements, the extension size, capacity, and routing may be approved by the Assistant City Manager for Utilities for construction by the developer at the developer's cost and expense. 3. If the specific undeveloped property does have adequate City water or wastewater facilities and capacity fronting the property — the owner may receive water or wastewater service from the City by applying for a tap permit and paying the required fees. 4. If any property in the annexed area is using a septic system — the property owner remains responsible for the operation and maintenance of the septic system. If the property is in a Rural Residential Subdivision as defined in Chapter 13 of the UDC, or is a legal lot greater than one acre in size and used for single family residential purposes, the property shall continue the use of a septic system after annexation until such time that the use of the property changes, the property is further subdivided or developed, or a public sanitary sewer line has been extended to within 200 feet of the property boundary and the property owner has received notification from the City of the City's desire for the property to be connected to the public sanitary sewer line. If the septic system fails before the City's centralized wastewater service is extended to within 200 feet of the property and the City determines that the provision of centralized wastewater service is not feasible or practical at that time, then the property owner must either repair or replace the septic system in accordance with the provisions of Section 13.20 of the City Code of Ordinances. Properties using a septic system that are not in a Rural Residential Subdivision , or are not legal lots greater than one acre in size and used for Annexation Service Plan Page S of 13 Area: Patterson Ranch single family residential purposes at the time of annexation, but that are designated as either residential, open space or agricultural on the City's Future Land Use Plan shall continue the use of a septic system until such time that the use of the property changes, the property is further subdivided or developed, or a public sanitary sewer line has been extended to within 200 feet of the property boundary and the property owner has received notification from the City of the City's desire for the property to be connected to the public sanitary sewer line. 5. Reimbursement and cost participation by the City — Pursuant to Section 13.09.030 of the UDC, the City, in its sole discretion and with City Council approval, may participate with a property owner or developer in the cost of oversized facilities or line extensions. The actual calculation of the cost participation and reimbursement amounts, including limits and schedules for the payments, are set forth in the UDC. 6. City Code of Ordinances: (The following provisions are set by the City Council and can be amended in the future by ordinance.) Chapter 13.10 of the City Code of Ordinances currently provides as follows: Section 13.10.010 Policy established. This policy shall apply to improvements to the City's utility systems, including system upgrades, system expansion, and plant capacity additions. In this Section, the term "utility system" shall mean the City's water system, wastewater system, reuse irrigation system, and stormwater drainage system. Section 13.10.020 System Planning. The City shall maintain and periodically update system plans for each utility so that system improvements are implemented to maintain adequate capacity for growth while maintaining proper service levels to existing customers. Section 13.141.030 Proicct 'riming. A. Projects designed to expand or upgrade a utility system must be completed and ready for operations such that capacity requirements by state regulatory agencies and City system plans are met. B. When possible, the City should coordinate the construction of system improvements in a particular location with the expansion or maintenance of other utility infrastructure to minimize the future impact on each utility. C. Projects should begin the design phase when existing demand at a specific location exceeds 75% of current capacity and future demand is expected to exceed the current total capacity. Annexation Service Plan Page 9 of 13 Area: Patterson Ranch D. Projects should begin the construction phase when existing demand at a specific location exceeds 90% of current capacity and future demand is expected to exceed the current total capacity. E. Projects required to facilitate the development of a specific tract shall be done in accordance with the Unified Development Code. F. Projects required as a result of an annexation service plan shall be provided as stated in the approved Service Plan for such annexed tracts. Section 13.10.040 Project Financing. A. Projects required to facilitate the subdivision of a specific tract shall be paid by the subdivider in accordance with the Unified Development Code, unless otherwise authorized in writing and approved by the City Council in accordance with the terms of Section 13.09 of the Unified Development Code or other applicable law. B. When utility expansion is requested within a portion of the City's utility service area, but the City is not otherwise required to provide service or planning to provide service as reflected in the City's Capital Improvements Plan, the City may nonetheless, at the City's sole option, facilitate the design and construction of the required utility extensions or upgrades by managing the project with the cost of such extensions to be shared and fully paid by the requesting landowners or subdividers prior to commencement of the project. C. When utility expansion is requested within a portion of the City's utility service area, the City shall evaluate degree to which the project 1) facilitates contiguous growth, 2) maximizes the provision of service to the service area, 3) enhances economic development, 4) improves system operations, 5) contributes to conservation or other environmental concern, and 6) facilitates the completion of the utility master plan. D. At the City's sole option, the City may also facilitate the installation of utility expansion requests through 1) financial cost contribution, 2) financing of the improvement using individual contracts between the City and each landowner for a proportionate share of the project cost to be paid out over a specified period of time at a specified rate of interest, 3) Impact Fee or connection fee reduction or waiver. Chapter 13.20 of the City Code of Ordinances currently provides as follows: Sec. 13.20.010. General. A. It is unlawful for any owner or lessee, tenant or other person in possession of any premises where any person lives or works, or occupies the same, to establish, maintain or use any water closet, bathtub, lavatory or sink except by one of the following means and consistent with the other terms, conditions and requirements of this Chapter and with the City's Unified Development Code: Annexation Service Plan Page 10 of 13 Area: Patterson Ranch 1. connection to an approved Onsite Sewage Facility that is constructed and maintained in accordance with the rules and regulations of all appropriate state and local agencies having jurisdiction over such facilities; or 2. connection to a public centralized wastewater collection main with all wastewater discharged to a centralized public wastewater collection system. B. Upon the "Development" of property, the provisions of Chapter 13 of the Unified Development Code (pertaining to Infrastructure and Public Improvements) shall govern the provision of wastewater service to the property. For the purposes of this section, the term "Development" shall have the same meaning as in Section 16.05 of the City's Unified Development Code. C. It is the duty of each such person referenced in subsection (A), above, to connect such fixtures to an approved wastewater system, and to maintain the same. Sec. 13.20.020. On Site Sewage Facilities. A. General. All On Site Sewage Facilities must be constructed and maintained in accordance with the rules and regulations of the appropriate state and local agencies having jurisdiction over such facilities. B. Availability of a Public Centralized Wastewater Collection Main. If a public centralized wastewater collection main is located within 200 feet of a property line, and the wastewater collection main has adequate capacity to receive and transport the wastewater flow produced by the property, then property owner shall connect that property to said utility line at the earliest to occur of either of the following events: failure of the On Site Sewage Facility servicing the property, or the date that is five (5) years after receipt of notice of the availability of a wastewater collection main within 200-feet of the property line. C. Failure of On Site Sewage Facility. When an Onsite Sewage Facility fails, the following provisions shall apply: a. If a public centralized wastewater collection main is located within 200 feet of the property boundary, and the wastewater collection main has adequate capacity to receive and transport the wastewater flow produced by the property, then the property must be connected to said utility line by the property owner; b. If no public centralized wastewater collection main is located within 200 feet of the property boundary, the City shall evaluate the feasibility of providing centralized wastewater collection services to the property via a gravity or low pressure system. Where the provision of gravity sewer service or low pressure system is technically feasible, utility system improvements may be made in accordance with Chapters 13.10; c. If the City determines that the provision of wastewater service via a centralized wastewater collection main is not necessary due to existing or future land use, then the On Site Sewage Facility may be repaired or replaced. (Prior code § 12-101) Annexation Service Plan Page 11 of 13 Area: Patterson Ranch Sec. 13.20.030. Privies prohibited. It is unlawful for any owner or lessee, tenant or other person in possession of any premises in the City to establish or maintain any privy or dry closet. Sec.13.20.040 Low Pressure Sewer Systems A. A "Low Pressure Sewer System" is an individual lift station located at each utility customer or property owner location having a private force main connecting to a public force main or gravity main located in a public utility easement or public right-of-way. B. Each property owner and utility customer shall be responsible for the cost of installation and maintenance of the individual lift station and private force main. Section 13.20.050. Prohibited Discharges into Sewer System No person shall discharge, cause to be discharged, or permit to be discharged, either directly or indirectly into the public sewer system, waste or wastewater from any of the following sources unless allowed by the City Manager, or his/her designee: A. Any wastes or wastewater that does not meet the limitations imposed by Section 13.24 of the Code of Ordinances. B. Any stormwater, groundwater, rainwater, street drainage, subsurface drainage, or yard drainage; C. Any unpolluted water, including, but not limited to, cooling water, process water or blow -down water from cooling towers or evaporative coolers; D. Any wastes or wastewater, or any object, material, or other substance directly into a manhole or other opening into the sewer facilities other than wastes or wastewater through an approved service connection. E. Any holding tank waste, provided, that such waste may be placed into facilities designed to receive such wastes and approved by the City Manager, or his/her designee. Section 13.20.060 Sewer System Maintenance A. For properties with gravity wastewater service, the property owner and utility customer shall be responsible for the proper operation, maintenance, and repairs of the sewer system in the building and the service lateral between the building and the point of connection into the public sewer main. B. For properties with low pressure service, the property owner and utility customer shall be responsible for the proper operation, maintenance, and repairs of the Annexation Service Plan Page 12 of 13 Area: Patterson Ranch sewer system in the building and the service lateral, lift station (grinder pump) and force main between the building and the point of connection into the public sewer main. C. When, as a part of sewer system testing, the City identifies a flaw in a private service lateral or force main where a repair is necessary to prevent infiltration or inflow, the property owner and utility customer shall be responsible to cause the repairs to be made within one (1) year of the date of notification by the City. D. If repairs are not complete within one year of notification by the City, City may engage the services of a contractor to make the necessary repairs with the costs for such repairs to be paid by the City and subsequently charged to property owner and utility customer. Annexation Service Plan Page 13 of 13 Area: Patterson Ranch