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ORD 2007-82 - REZ Water Oak at San Gabriel
Ordinance o 400OO.... 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 consisting of 263.30 acres, more or less, in the I.&G.N. RR Survey, J.D. johns Survey, The Key West Survey, D. Medlock Survey, W.E. fate Survey, J. T. Church Survey, J. Thompson Survey, and Isaac Donagan Survey, as described in Exhibit A of this Ordinance; which said territory lies adjacent to and adjoins the present boundary limit of the City of Georgetown, Texas and not being a part of any incorporated area; providing for service plans; repealing conflicting ordinances and resolutions; including a severability clause; and establishing an effective date. WHEREAS, the City Council of the City of Georgetown, Texas, may under the Charter of said City, Section 1.06, annex areas as allowed by State lain; and WHEREAS, the owners of the area proposed for annexation submitted a petition in writing requesting annexation of the area; and WHEREAS, the petition described the area by metes and bounds and was acknowledged in the manner required for deeds by each person having an interest in the area; and WHEREAS., State Statute allows for the annexation of sparsely occupied areas on a petition of the landowner if specific criteria are met; and WHEREAS, the area proposed for annexation is one-half mile or less in width, are contiguous to the City limits of the City of Georgetown, and are vacant and without residents or have fewer than three qualified voters in residence, thus meeting the specific criteria in the State Statute; 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 May 22; 2007 and WHEREAS, the Georgetown City Council conducted public hearings on the proposed annexation on July 10, 2007 and July 24, 2007; 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 Ordinance No_ 4007 Y2 Page 1 0`3 Annexation or Water Oak at San Gabriel 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 the following Policy Statements of the Century Plan - Policy Plan Element: 1. Policy Statement 1.0: The community enjoys the benefits of well-planned land use in which conflicting needs are balanced. 2. Policy Statement 2.0: Georgetown's natural and physical resources are managed so that citizens enjoy the benefits of economic and social. development. 3. Policy StatementS.O: Parks, open space, recreation facilities and services, and social and cultural activities contribute to an enhanced quality of life for the citizens of Georgetown. and further finds that the enactment of this ordinance is not inconsistent or in conflict with any other Century Plan Policies, as required by Section 2.03 of the Administrative Chapter of the Policy Plan.. Section 2. The City Council of the City of Georgetown hereby annexes: 268.30 acres, more or less, in the I.&G.N. RR Survey, J.D. Johns Survey, The Key West Survey, D. Medlock Survey, W.E. Pate Survey, J. T. Church Survey, J. Thompson Survey, and Isaac Donagan Survey, as described in Exhibit A of this ordinance, as shown in B of this ordinance. Exhibit C contains the service plan. Section 3. The 268.30 acres, more or less, in the I.&G.N. RR Survey, J.D. Johns Survey, The Key West Survey, D. Medlock Survey, W.E. Pate Survey, J. T. Church Survey, J. Thompson Survey, and Isaac Donagan Survey, as described in. Exhibit A of this ordinance, is included in City Council District 3, as it is adjacent to Council District 3 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. If any provision of this ordinance or application thereof to any person or circumstance, shall be held invalid, such invalidity shall not affect the other provisions, or application thereof, of this ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this ordinance are hereby declared to be severable. Ordinance No. e200 7 Annexation of Water Oak at San Gabriel Page 2 of 3 Section 6. 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 (10) ten days on and after publication in accordance with the provisions of the Charter of the City of Georgetown. Passed and Approved on First Reading on the 1411, day of August, 2007. A,a Passed and Approved on Second Reading on the day off��61.IW'v t 2007. Attest: F v� p .41 d OL Sandra D. Lee City Secretary Approved as to form: Patricia E. Car s City Attorney The City of Georgetown: Mayor Ordinance No. 2007"- Page 3 of 3 Annexation of Water Oak at San Gabriel EH1iT A LEGEND PROPOSED' DESCRIPTION - %�NI : �v Li i Or G ORGE7OWN �'iTY JIM TS Buryethers WATER OAK AT SAN GABRIEL � P i ENGINEERING S 0 L U T 1 0 N S EXHIBIT 1 � 3345 Bee Caves Road, Suite 200 SITE LOCATION Austin, Texas 78746 MAP TeL (5121328-0011 Fax (512}328-0325 GALO PROPERTIES j Burp+Partners.. Inc. ©Convright 2006 j I DATE: 6�19%D7 SCALE: N.T.S. DRAWN BY: DAZ (FILE: G:A1640\12\EXHIBITS\164012EXH55 PROJECT No.: 1640-12.00 7 ars E N G I N E E R I N G S O L U T 1 0 N S 3345 Bee Caves Road, Suite 200 Austin, Texas 78746 Tel. (542)326-0011 Fax (512)328-6325 Surq+Partners, Inc. ©Copyright 2006 DATE: 6/19/01 SCALE: N.T.S. V59, 59, /k LEGEND :,PROPOSEDi I DESCRIPTION • DRAWN BY: DAZ I FILE: G:\1640\i2\EXHIBITS\164012EXH60 PROJECT No.: 1640-12.00 9 Bum Partners E N G I N E E R I N G S O L U T I O N S 3345 flee Caves Road, Suite 200 Austin, Texas 78746 Tel. (512)328-0611 Fax (5121328-0325 Bury4artners, Inc. OConyrigbt 2006 DATE: 6/19/0' ' SCALE: N, T.S. LtULtY ) I' PROPOSED? DES' RI ZION DRAWN BY: DAZ j FILE: G:\1640\12\EXH(B(TS\to4012EXH5e EXHIBIT LOCLMA."LlAP. PROJECT No.: 1640-12.00 Mi DRAWN BY: DAZ j FILE: G:\1640\12\EXH(B(TS\to4012EXH5e EXHIBIT LOCLMA."LlAP. PROJECT No.: 1640-12.00 69.133 ACRES n (' "ODN'T NT WAmFiR OAK PH=ASE 1 EXHIBIT B DESCRIPTION FN . N O . 71DI JOB V �4J 7 Win. Vii• ��1 URV THE W. W. E. ABS1RA 1 R'E r VH ;, r �ASuRt.� ABSP_R_A,C 1 NO T Nv. C>vbr J 1V i ?77 1 D =1� m i m- 836, AND SHE J. . HOMPSON TT 7 pi r'J 71� TN• Ac, VV J.'..�_tl D�..V L.O iJ �.� r-y=_>.J r SU:-tVEEEEY', �--N' �'• 3 I�L T PORT! �_3030.24 y ON OF `WHAT CT'RTAIN JUNE 8r -,- DJr u 2007 LAREDO WOr LTD.r OF RECORD TNI DOCUMENT NO. 2007014285. OF SAID OFF""iCIAL NO. A 'PORTION OF THAT CERTAIN 44.314 ACRE � UICT DESCRTBE'D IN A DEED _64v-_2 WOr LTD. , OF RFCORD T i DOCUMENT O ABS1RA c' f) �� A'�KJ� yr xND Ou yr THrJ T NO. 44: TFC D. .7O;iNS SURVEYr a G.iv. ABSTRACT K. R. N0. 3565; URV THE W. W. E. ABS1RA 1 R'E r VH ;, r �ASuRt.� ABSP_R_A,C 1 NO T Nv. C>vbr J 1V i ?77 1 D =1� m i m- 836, AND SHE J. . HOMPSON TT 7 pi r'J 71� TN• Ac, VV J.'..�_tl D�..V L.O iJ �.� r-y=_>.J r SU:-tVEEEEY', �--N' �'• 3 I�L T PORT! �_3030.24 y ON OF `WHAT CT'RTAIN T CT ACRE TRS E"CRI ED D��L_ B� IN_ -,- DJr u TO LAREDO WOr LTD.r OF RECORD TNI DOCUMENT NO. 2007014285. OF SAID OFF""iCIAL PUBLIC RECORDS; AND A 'PORTION OF THAT CERTAIN 44.314 ACRE � UICT DESCRTBE'D IN A DEED TO LAREDOr WOr LTD. , OF RFCORD T i DOCUMENT NO. 2007014282 OF SAID OFFICIAL P SLIC RECORT'S. ✓ SA r SAID 69.133 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, a a 1/2r' roil rod wit�"�t Cap found Or rte nortnweSte.rly COrIier that Certain 93.60 acre "Tract 7'>rt C1GSC fJed d aced 'o _ft I- Wins ton F ai.t,'"Ji on, an undivided 6_ S o unci .=don 6471?nSton F aubion, a_i t2nd `;J de 38 5 0, by the Partlt_on and change Dee^ of record in Document No. 2005043418 0 said PLtU C 1 eCoraSr t'ii Sc -,Me b"ei g the southwest1 L e 1 V CO_Iier ain.. 44 3" 4 aC.L ,d Of S _ e Ct dnd =or ai angie point ne f .rreGU a" southeri vi.� pe 1�ier e o_, prom w_c h -the approxi COr er of Sa-'O b G.N. R. Iy . Survebears S2 olJ` �1 aloe 1 Lr a n 07 - t THENCE, O'Je_ and aC OSS Sal c ;30.24 acre raC a10nJ a ^t on h r - ireali.2l a so—u �..n � v I_nl_ here0i t�e iC�i iOVV'�'^: �.(, O� gh I Col rSeS a iC diS Dances . , 521o Z i ` "Er along a OitJ on of the westerly/ 1? fie O Sald 93.60 acre L aCOr a OfStapCe of 232.92 reel O a i/2" rOT1 OQ w I Se t f ap ai1c_e poIn c Sia 08' 5"W eaving sa d 93'.60 acre tractN � 0= a � sLai ce _ 430, �3 yeet t0 a _; G" _ron =0d w� tri cap Set; d O3 6`.82 feet to a 1j2" = ron d „_ L a'_ �h Can Se r N, N0. C7 -343;y g. 330.24 acre tract alona j4 F lit VYi, feet a Ql.s iC11cCee;. iTUNE O ( - eau_ 1rv_1 roa hereo the fo lowing iz, with curve cap set in' a distCl CE c 44_.5 fGe� to -rOn _werty-two 1 coa-rses and alistances. _/2" rod cap set TOr the point Vv t Cap seg.; a Curve Lv tie . , Sem; J� SJ!° across said 330.24 acre tract alona j4 F lit VYi, feet a Ql.s iC11cCee;. O d/2{i - eau_ 1rv_1 roa hereo the fo lowing iz, with curve cap set for the point _werty-two 1 coa-rses and alistances. cap set TOr the point 0= CL rV'ature O a Curve Lv tie . , Sem; rig t l r�gn�1 l _ u Ong said curve havyng a radius , fee-, a 6; U28 0 59 23"t%?, a distance c- 1 8.67 curve fee to a 111/2" i=n rod feet, a C e n r feet`ana a chord _:e L with ears S89°061 2Pl ,H,, a ams cap set; fee 0 a /Gtf angle o 2i 44`17" an arm lenuth c 20.62 Teet a.d a chjord can set for an angle o. Lf 7; S67°03' . 14"W, bears a d_s ance of 78.34 eet to a `1/2" feet rod wit;": Ti I.= rl(.%v. Vlr Cali cap s.-. i, �c P pl`. i;l -1� mel_; 8) N 9° 4'24"W, a a stance Cf 106.62 f�e� to a 1/2" on, roo with cap se for the southwest... 7 corner hereO from wr_ i or, a 1/2" iron rod with cap found for the described soutnwester y 47 CC=e'' of saki X30.24 acre traCt rears S02 C 19' 41"W a distanceOf , 876. 34 feet; THENCE, over and across said 330.24 acre tract alona the a ^istanCe Oi 2 ,�. y4 feet tO a - eau_ r w es er y line hereo the fo lowing iz, with curve cap set for the point _werty-two 1 coa-rses and alistances. cap IVG4 °G9' a 31"C 279.46 a 1/2" a ^istanCe Oi 2 ,�. y4 feet tO a cap _�" , point of Curvatu0E a non- angent with curve cap set for the point of Curvature W1u.r cap set TOr the point 0= CL rV'ature O a Curve Lv tie . , rig t l r�gn�1 l _ u Ong said curve havyng a radius , fee-, a r v_u a_ong said curve _Having a radius oI 552.50 an arc ng feet, a C e n r feet`ana a chord _:e ears S89°061 2Pl ,H,, a ams ince Oi 35.36 fee 0 a /Gtf angle o 2i 44`17" an arm lenuth c 20.62 Teet a.d a chjord can set for an angle o. Lf . wl� bears N35 01' 4u", a distance of 208.36 feet Ti n rl(.%v. Vlr t cap s.-. i, �c P pl`. i;l -1� o tCilligen•Cv; 3j N45°53'48"�, 08109"�, a a distance Of 279.46 a 1/2" feet to a iron raci cap _�" the point of Curvatu0E a non- angent with curve cap set for the point of Curvature o'= a t elle r . , rig t l l _ u Ong said curve havyng a radius of 25.00 fee-, a r v_u angle of 90°00+0'00", an arc ng n of 39,2 feet`ana a chord _:e ears S89°061 2Pl ,H,, a ams ince Oi 35.36 fee 0 a /Gtf or rod with can set for an angle o. Lf . 5 N40 08109"�, a distance of 65.33 feet to a 1/2" Iron rod wi h cap set for the point of Curvatu0E a non- angent curve to t elle r , exj,,a,bI 6a 3 r. "1 ' l 6"F �u sa' re er c Curve V S tO the Ln eft itaV' y a r s pf aC 1U ra.. j 633.50 centra err fee`, a centra ani of 28°3C �nrr an 1 3 -�-'- i non -tangent cu rve t0 tn..i �ng o �. U J ' o a ang 1 e o tJ°g5'41", Gn Grc �ena� o� tr!e rwgh �, =5.96 cn�Y'a j. feet and a fiord GJ._ Ch bears N23°30'55"E a aISuanCe, cam 7 ; c44,1 1r Ci an Y a� C _ ^T� ' end of a r o� i the wn i agP ^J _� N1 �2^ 30 ZU' z ; " a d7 stanCe of �3 92 _eet to icer tQ a i!2 irl^^ rod .5 .L for t�"le 71t J p0 _I 57 ri-T c; o lu sal !}' �Y c�_v n X77_ :Q be a point �7l Sg"in o_ C3 f 5. =ee a en�rG_ g ; _l _nom a _G��uS _ v� , o- 8) 1\109°13134E, D feet to a /2" ion rod a distance of 716.43 feet to a 1J2" moron rod po!: anti e o 81°54' 26", an arc w eng h of 35.74 - feet, and chord cuL to t,pe N ve which bears NO3°08'58"ins, a distance of 22.77 fee to 9' a fon roa w1, ti! Cali Se .or a poj r!t O. reZTF Se curvature central angle of 87°17'On" an arc math of 38.08 Tee` �� ai.0 _ ` I 1' %. 1v6055' CLi o!_g 6"F �u sa' re er c Curve V S tO the Ln eft itaV' y a r s pf aC 1U ra.. j 633.50 centra err fee`, a centra ani of 28°3C �nrr an rC , enatn cf non -tangent cu rve t0 tn..i �ng o �. U J ' o a ang 1 e o tJ°g5'41", Gn Grc �ena� o� tr!e rwgh �, =5.96 cn�Y'a j. feet and a fiord GJ._ Ch bears N23°30'55"E a aISuanCe, cam 7 ; c44,1 1r Ci an Y a� C _ ^T� ' end of a r o� i the wn ch _� N1 �2^ 30 ZU' z ; " a d7 stanCe of �3 92 _eet to icer tQ a i!2 irl^^ rod Wi t_l Cap Set for t�"le 71t J p0 _I 57 iron feet and a w_ rciorrd r C,_ be a point 'oon° �9' Sg"in C3 f anaenCV; r g ; _l vJ _ I o- 8) 1\109°13134E, D feet to a /2" ion rod a distance of 716.43 feet to a 1J2" moron rod po!: w - nL oZ cl=v�ture of a cuL to t,pe N ve rignt; 9' along said curve having a radius of 25.00 feet, a central angle of 87°17'On" an arc math of 38.08 Tee` �� ai.0 a chord 7 - _ v l_.! 1.J - w , h bears N52 ° 52 ' 04 "E, a distance of 34.51 feet to a , /2`r rro_ rod with cap set for an angl e pont; 1' %. 1v6055' c',na Sa.L 6"F a aIStance of 64.84 feet to a 112" iron ro i r, Q hat a ra.. j o centra err N.' Ca Set for. the ,Do1nt o� CurvatLre O a non -tangent cu rve t0 tn..i �ng o �. U 1 o a ang 1 e o tJ°g5'41", Gn Grc �ena� o� tr!e rwgh �, a cn�Y'a j. V _ eT �, a entry a cam 7 ; c44,1 1r Ci along sa_Q Curve having a rad u5 O` 25.00 feet, a cen rai angle of 8 ? r" an ar'c _eng r! 3v 1 e and a cho.,-i 'd ch bea'_"s Nor)°361 _"W a d=Stance Cr L 0 0n roI7 roQ i l !_' Cap Set _ a pont o_ reverse r"' ure . 1.1 �Y V` lL f a c',na Sa.L su-' reverse Cur\,Je 2' 2_"V�, In lert hat a ra.. j o centra err �... tn..i �ng o �. U 1 o a ang 1 e o tJ°g5'41", Gn Grc �ena� o� o72./1 lees _eet a cn�Y'a j. V _ eT �, a entry a cam 7 ; c44,1 1r Ci an Y a� C _ ^T� ' end of a r o� i the wn ch _� N1 �2^ 30 ZU' z ; " a d7 stanCe of �3 92 _eet to J 262. _I 57 iron feet and a w_ rciorrd r C,_ be a point 'oon° �9' Sg"in a distance r g ; _l vJ _ I o- 0C D feet to a /2" ion rod with cap set for the po!: of tangency; aion\� Sa.L l�.z C�..:r\Te 2' 2_"V�, ra QJ.. is rJ ri J✓2 50 9 a centra err �... tn..i a SCanC o l�7 o a ang 1 e o tJ°g5'41", Gn Grc �ena� o� o72./1 lees _eet a cn�Y'a With cam set. for the ponto. curvatl1re of a c=ve i the wn ch dears N1 �2^ 30 ZU' z ; " a d7 stanCe of �3 92 _eet to . _I iron t With! cap set for a point of com�ouna curvatures r g ; _ aion\� Sa.L l�.z C�..:r\Te ri <'i.. �''i n.�. ra QJ.. is rJ J✓2 50 a centra �... tn..i ._e�ei_p ang 1 e o tJ°g5'41", Gn Grc �ena� o� o72./1 lees aha a cn�Y'a J v1- wn ch dears N1 �2^ 30 ZU' z ; " a d7 stanCe of �3 92 _eet to . _I iron rod With! cap set for a point of com�ouna curvatures _ I L' - 34 'Ti 7r• Q (n^ JUN1 yr L,,J age of 7 IS a_Cng said Com Ound curve tC he r1Q1t hav-ng a rc1 i uS O� LO. V �ee a Ceii�r an^ C1 JC G b t nLI' a:! a -c enu it 3. ' f et and a chord h, r ears S8. If `3 � ��✓ a ce 38.29 _ee. tC a _/Z- _ron rod W- t "? Cati se's iOr an ang'e 16? N51°16' ._/i.°I✓�V' Sal. H N 33'rEv lJV e 1US lelms a a distanc� 65.9 rad uS C� j l^ rl 4 lam. 1/?'r -ifOn rVQ w_ cap Set for Lhe pcinL U1 curvature of a curve LO t -he a. cr w_ eet to a /2" L; rod w- angle ...�, oL 90 0 00'00", an arcle,nath Se 0� %3.56 IDC=nOi meet and CurZ a F re Of _ron 70 - �h ca Set i0r t ie northweSterly corner t ereOr a chord =om W.r_i^ a C i bears ° v �C" a Stan Ce O �' e ee� t0 r 1 GP' i%?,r ron rod W1 h, cap noun d =IOY"�t .21 eaS 'e ?"_y =ron rod W- cap set or an a n a � e Do= - .. said 30. 29 aCre trac� wears �v49°�v` 38", a erstance C 3132.69 eet; THENCE, over acid ac.rCss say. 330.24 acre and 99.319 acre tracts M0ng rh e irregular nc'rtherl 1-ne here0r the fc 10'A' - r - iI courses and disr.ances. 1� 4J ._/i.°I✓�V' Sal. H N a d_Si_an ce o lJV e 1US lelms a na TIn9 ..i vl r rad uS C� j l^ rl 4 lam. 1/?'r -ifOn rVQ w_ cap Set for Lhe pcinL U1 curvature of a curve LO t -he a. V 10,4 =U w_ L; angle ...�, oL 90 0 00'00", an arcle,nath Se along Sal. I. r r curve i_ n c e, na TIn9 ..i vl r rad uS C� 15.00 l^ rl 4 feet central vim. Q �� J U i `. �.. �- a. V 10,4 =U w_ angle ...�, oL 90 0 00'00", an arcle,nath Se 0� %3.56 IDC=nOi meet and CurZ a F re Of a 70 - ariQ�r7L Cur �e a chord err, C i bears ° v �C" a Stan Ce O �' e ee� t0 1 GP' , .21 a =ron rod W- cap set or an a n a � e Do= - .. Dna SaCcurve C -S O. .at4 rao a g e Oi 9J°OV''i�Llrrr an arC -en h % cp a nn ,d C= 3 G , 1 a �! �_ W i1Ch wears I {°� �Gry ��, a C S anCe Oi L1.21 eet v i/2vr ron rod with cap sett `or Lne point of tanuencv, _. a V a 1 1, GI ITi :l o n r •rJ ri u Wi cap Se ; : ° (' �`, r 0 0 IT ri; c r n n _ "� G 1 .� .� /err 6, ZV�g J� Jv a , tame. O� �c C lee�� �O a I ro rOC cap Sez; "�f a a�Stance C. _�L eet O a iLt' r I i on, rod Wit i cap Set; fl ` \ C J•i,'°�L t .�S evyr G C-vtanCe o_ _,.iJ 7G '_",UCt r w.,_ �l vl I. r r i_ n c e, � ..i vl r 1 f G P } l^ rl 4 vim. Q �� J U i `. �.. �- a. V 10,4 =U w_ ...�, .^. Call Se Or `ne IDC=nOi CurZ a F re Of a 70 - ariQ�r7L Cur �e e Dna SaCcurve C -S O. .at4 rao a g e Oi 9J°OV''i�Llrrr an arC -en h % cp a nn ,d C= 3 G , 1 a �! �_ W i1Ch wears I {°� �Gry ��, a C S anCe Oi L1.21 eet v i/2vr ron rod with cap sett `or Lne point of tanuencv, _. a V a 1 1, GI ITi :l o n r •rJ ri u Wi cap Se ; : ° (' �`, r 0 0 IT ri; c r n n _ "� G 1 .� .� /err 6, ZV�g J� Jv a , tame. O� �c C lee�� �O a I ro rOC cap Sez; "�f a a�Stance C. _�L eet O a iLt' r I i on, rod Wit i cap Set; fl ` \ C J•i,'°�L t .�S evyr G C-vtanCe o_ _,.iJ 7G '_",UCt r w.,_ THENCE, along the wes`eily lu line Or said 8.?99 Oi h i acre t,aC the S; R.VJV _ TN� S' L`. �...> � Pi r rte, - A 1 N `?' r _ C �% , u t�1; 7. ?� v '� 1 8� O _ 1 ,7 v u Iron YOu M 7% same being `he easterly N'� OPNS iIne 0. Said lST!\iG ac e racy _ Uzi 10NS a ~� �) .� e' u. \� S 1. n -n� �� - n " e r i n the ri=nh ,. 2 - r. ,^ ,� Said g 6 0a=e ._ -_ -'aVe ._ ._ Oi ...., ;2; courses • ?=S ces j THENCE, along the wes`eily lu line Or said 8.?99 Oi h i acre t,aC the S; R.VJV _ TN� S' L`. �...> � Pi r rte, - A 1 N `?' r _ C �% , u t�1; 7. ?� v '� 1 8� O _ 1 rP'-� T v u Iron YOu M 7% same being `he easterly N'� OPNS iIne 0. Said lST!\iG ac e racy _ Uzi 10NS a ~� �) .� e' u. \� S 1. n -n� �� - n " e r i n the ri=nh ,. 2 - r. ,^ ,� Said g 6 0a=e ._ -_ ._ ._ ane I 1 ! ow=ng ...., ;2; courses • ?=S ces j iaC deSc__b�d de u CO iar0 U?JJ i ^.j iaCT, C,- O sou 0nwes�ei=y come o1 said 8 2GJ, acre - DOCurn n- N0. 2L�0 'U 1 41282 or said D f_yc_al Uel records ~e iaC �iie S rri e 1J= rt sheSOU cr1V COrn4� r c Sa=U same 44• 5 4 r'e�nn ne eaS eri V :` n / G : ` .teas acre tract and heieo"; e nv^ neaS ei-V COi ei re eC irOIt w _C11 a°t lion iJu NT Lh OCi D. IOUr1a 10r n aTla �c'Z. rl� ��. eaS._C-_v , n _. !tere _r: 0- s Sa1u a 4C T\129 S a u! . j S1;)edrs o THENCE, along the wes`eily line Or said 8.?99 Oi h i acre t,aC the S; R.VJV _ TN� S' L`. �...> � Pi r rte, - A 1 N `?' r _ C �% , u t�1; 7. ?� v '� 1 8� O _ 1 rP'-� T T Iron YOu M 7% same being `he easterly N'� OPNS iIne 0. Said lST!\iG ac e racy and 10NS D�JJ wi h . Cap D ound i n the ri=nh ,. ly ne 0i Said g 6 0a=e dere 00-i ane I 1 ! ow=ng two ;2; courses a 0 ?=S `an ces j ° _ ` 1`tT?j a C1S a 1 C e � OG5. L�9 1ee` t0 a n r y cad ound; TiiENCE 56: " I'2 v C^rr a_Ony a L_^ri O ne nC'r� le c _1' - o' - C ti s/ /a�Q _% 6U acre Lido, ie Same oeinu e SO; erly 1_n e 0= s-IQ 44..i_ act` a �iL _Or1 - r; �1^r ri ?'. ,.j Y'..=. ! L,'_ �'.i l� :_ _ _ 1 nom- �. f distance o 922. eet t0 the POINT OF BEOINNIhGj and CO a 1._liu an area C'- 9. _ _i aC'`eS o mar!' C1 41 S '' _e V ;I rLiC C? _eS�r ti`s 1I heSe .l'.e es .^_.riQ bouna' BERING BASIS: THE B<?Q a Srarl^e Oi h i Ieet S S; R.VJV 2" TN� S' L`. �...> � Pi r rte, - A 1 N `?' r _ C �% C ^ u t�1; 7. ?� v '� 1 8� O a 1 rP'-� T T Iron YOu M 7% r L_S1-1E T - - - �_., -B N'� OPNS SO OT10N lST!\iG CORS S"?�, 10NS D�JJ wi h Cap D ound i n the ri=nh ,. ly ne 0i Said g 6 0a=e iaCT, 4rshe sou 0nwes�ei=y come o1 said 8 2GJ, acre iaC �iie S rri e 1J= rt sheSOU cr1V COrn4� r c Sa=U 44• 5 4 .teas acre tract and heieo"; TiiENCE 56: " I'2 v C^rr a_Ony a L_^ri O ne nC'r� le c _1' - o' - C ti s/ /a�Q _% 6U acre Lido, ie Same oeinu e SO; erly 1_n e 0= s-IQ 44..i_ act` a �iL _Or1 - r; �1^r ri ?'. ,.j Y'..=. ! L,'_ �'.i l� :_ _ _ 1 nom- �. f distance o 922. eet t0 the POINT OF BEOINNIhGj and CO a 1._liu an area C'- 9. _ _i aC'`eS o mar!' C1 41 S '' _e V ;I rLiC C? _eS�r ti`s 1I heSe .l'.e es .^_.riQ bouna' BERING BASIS: THE B<?Q 0 D nR 1v S OR S S; R.VJV TN� S' L`. �...> � Pi r rte, - A 1 N `?' r _ C �% C ^ u t�1; 7. ?� v '� 1 8� t .9r; CEti�ry rP'-� T T r/ LONE, ES1<> M 7% r L_S1-1E T - - - �_., -B N'� OPNS SO OT10N lST!\iG CORS S"?�, 10NS D�JJ Oj ?�rS9638j D E E 9 9 9 D L I U 0 Z r & D�23-9, 9. 7 71 �\✓ �J LTi P'.j ✓\.i ��•__ D SC .1D ' ON _S TD , tip✓ l UN' J V'Y� 1 M_] j TL S , D Pv B RV�a RTN aS, INO. j D -F\-- 0 n 10 711H O_ - PI T L, O v V J 1 v _ S � 1 V '�), �J 'v� 1 rl i U ✓ �. _ D T T, r. -� a �, r, \' ''j7�� , j _ ,.i .r.1_ _.! �j� V:� v �?' iv c' -51'x. i __''Y>i1 ?, m IIlpv i EN�.1\'-...7^. NIC -vim, TiT_�?\V 1\7 T, , �r r TNi i1 I'`v 12i �ti.a. 1. �i ,moi �1 v,".T, .�., �...� T_ 7, � ptip�}' I. 7\' j �,e/q _p' �i/>�7°>�T i �r@�y I Y i� it _ `� 7._'�' _• o }' ' i' 7 y � fides C 00! ®'�✓ - 4 0 wn _ ' `•.� •rte fi:a x 200 400 600 800 ".4001 LEGEND t n C6 C5� i /2" IRON ROD FOUND O 1/2" IRON ROD SET P.O.B. POINT OF BEGINNING v2 L4 �i L16 L17 - L18 SOUTHWESTERLY CORNER 330.24 AC. 502'7 9'47 "W 787a.34' Bum Partners ENGINEERING SOLt1TIONS 221 Best SuLh street, Suite 600 Austin, Texas 76701 Tel. (512)326-0011 Fax (1512)326-0325 Bury+Farmers, Inc.Oibpyright 2007 DATE:06/08/07 FILE: H:\164012F-XI.ciwn NOP, T?-{E,ASTERL Y CORtJER 330.24 AC. Z N49150'38"E 3132.69' C6 BEARING BASIS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION USING CORS STATIONS DF.5370, � 99 � AF 9638, DE5.,�„9, DF4062, DE5999 � o �- `�7 ! LiREOO tiN0 LTD , (7.399 DOC. NO, 20070 1 42 32 fill LAREDO ANO, LTD. \ (44.314 AC.) \ DOC. NO. 20070142:)82 J \ � 69133 ACRES 3,011,441 SC.FT. J LAREDO WO, LTD. ( 330.24 AC.) \ DOC. NO. 2007014285 T RACT A 93, b0 AC. ) \ DOC, NO. 20050434/3 \t a mIf N �t APPROXIMATE SOUTHEASTERLY CORNER I. & G. N. F. R. SURVEY \\ y a SKETCH TO ACCOMPANY (DESCRIPTION OF 69.1133 ACRES OF LAND OUT OF THE I. & G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; THE W.E. PATE SURVEY, ABSTRACT NO. 836; AND THE J. THOMPSON SURVEY, ABSTRACT NO, 608; SITUATED IN WILLIAMSON COUNTY, TEXAS. �N Nn -t N 7 .Zd 7WMM 1 fll3 A WN! ay. unm Sii= 6 OF 7 Ic IINL ABLE ( NO. i BEARING IDI STAN CE ILi I 521'21'51"E 232 92'1 FL2 S73'08'45 "W 1 430.23' 3 I S56'02'58"W 1 679.82' IL4 1 S81'51'24"W ( 441.51' L5 552'34'11 "W 1 142.36' L6 f S28'59'23"W 118.67' I1-7 ( 567'03'14"W ( 78.34' L8 N79*14'24"W ' 106.62' L9 N24`09'31 "E 255.94' IL10 N45'53'48"E I 279.46' L11 N40'08'09"E 65.33' L12 N09'13'34"E t 716.43' IL13 N06055'46"E 64.84'1 1 i 4 N21 `32123"W . 137.89' L15 N51'16'33"E I 65.45' IL16 532'00100"E 105.00' L7 ( S32'00'00"E 1 55.00' L18 S32'00'0G"E 115.00' L19 ( N58`00'00"E 125.16' IL20 S32'0000"E 102.71' L21 S50'32'35"E 153.72' 122 S62'00'00"E 1251.77' L23 S29'55'31 "W 95.89' L 2 4 S1 7'.3,3'05"E 488.97' L25 S69'32'42"W s 922.47' I CURVE TAB! E j NO. ; DELTA RADIUS 1 ARC CHORD 1 CHORD BEARING IC1 ( 21'44'17" I 552.50'( 209.62'( 208.36'( S75'0"40 "W J.C2 I 90'00'00" 25.00"i 39.271 .z)5.36'1 N89.06`120;w I C3 81'54'26" I 25.00') 35.74' 32.77' S03'08'58"E C4 28034'40" 633.50'1 315.98'1 312.71'f N23'30'55"E co 87617'00" I 25.00" 38.0811 34.51 S52'S2'04"W C6 85'37'16" 25.00' 37.36', 33.98' S40"36'11 "E C7 j 23'44'50" 633.50' 262.57'. 260.69' N09'39'58"W IC8 ' 69'45'41" 55250'1 672.71'1 631.921 S13'20'27"W C9 99'46'42" 25.00` 43.54' 38.24' N81'53`21"W IC10 90'00'00" 15.00'! 23.56': 21.21' 577'00'00"E I C11 I 90600'00" 15.00' ( 23.56 I 21?1' S 13'00'00"W x FA Bury -s ENGINEERING SOLUTIONS 221 Rest Sixth Street, Suite 600 Austin, Texas 76701 Tel. (512)328-0011 Fax (512)325-0325 Burp+partners, Inc. ©Copyright 2007 I r7 C) 3 SKETCH TO ACCOMPANY DESCRIPTION OF 69.133.ACRES OF LAND OUT OF THE It & G.N. R.R. SURVEY, ABSTRACT N0, 744, THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; THE W.E. PATE SURVEY, ABSTRACT N0, 836; AND THE J. 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Fr 1_,C'rt VU `--%t_Si. t vrrl{ dvi tr rs .� ! l' _`. Ll �. �L� '�J '`:' � L' ! G�� v. .r 'S _ �?'n .. iii ni ✓ � � ^ _.��'r ,..r � � ` �r-..v 1 _ C tii S '� _. _ .., C: 4 O_ _ .Ci_v_✓! ��� .�.. .� l:C w, _.—�v, __C vJCS;.�_ .% -..1-� L✓_ .�.�_._. .�_. l._�._ u�..� ^ tl ��. ! — ✓l /{ 1l.L �i 'J. �...._ ti ✓ _ I_ C _ _ I /i%'Y { v 1. _ ✓ u a �. _ — .—, v ._ `. v �. a 001 1 Ndi THENCE, N 4 -i 1 Z2t," G Onu ^� �_cn _ � easL-.. vr'� �-; ! Yy� J _ _ _ _ a'�r�' ._... C': `..�, S.""`_.isn t� ,J UI 4? -cro`rte^1- 1 _. 'O' tii re cl L 00 w_ ._ : V S D S _ v �... v _ . _"1 '" v ._ , `'� : i l 4+• y'_ _ `� `_ a _ .t _ bti� ._ _ N' C f i _ G 2rr� 7 THENCE O_ i S _ -ung s s Ell 47 O _� ^. - 42C/�i n g,1 _ V v= u ,. Sa.d G J2 uO i -L C) i l -c Ch r, h _ _. r- S 2vJ V j 1 G:Gttw ^j �f S OO. V.! r dti Se r=ej - di_C� a r, rri' v _O. d DO_r = tinge LV; SJR t f O Vtn%?1ta v4 7 o TeVn O_ i S r. r. s s Ell 47 O _� ^. - 42C/�i n g,1 _ V v= -7_S. ,. Cca Sc i i -L C) i l -c Ch r, h _ _. r- S 2vJ V j 1 G:Gttw ^j 7 o TeVn O_ to S r. r. s s a�OnJ 47 O _� ^. - 42C/�i n g,1 _ V 'vv -7_S. ,. anc_e �= cep i u C) i l -c Ch r, h _ _. r- S 2vJ V j 1 G:Gttw ^j Or o TeVn O_ to S r. r. s s 47 O _� ^. - 42C/�i n g,1 _ V 'vv -7_S. ,. S �= cep i u C) i l -c r, h _ _. r- S 2vJ V j 1 G:Gttw ^j �f S OO. V.! r dti Se r=ej - di_C� a r, rri' v _O. d DO_r = tinge LV; SJR t f O Vtn%?1ta S a_S an = v L. O_ to S iin r. 47 O _� _ - 42C/�i n g,1 _ V 'vv -7_S. ,. S �= cep i u C) i l -c r, h mea r- S 2vJ V j 1 G:Gttw ^j S SLct c u f e hGv_i. O_ n,n Ez, iin 0 47 O J _ - 42C/�i n g,1 _ V 'vv -7_S. ,. S �= cep i ice, ti..oti �, -c r, h mea r- S 2vJ V j 1 G:Gttw ^j �f S OO. V.! r dti Se r=ej - di_C� a r, rri' v _O. d DO_r = tinge LV; SJR t G c nv_' of i Ga us O_ r t =• iin 0 47 O L ` O _ O� . _ V 'vv -7_S. =nath S cep ice, ti..oti r, h r- c nv_' of i Ga us O_ r t =• iin 0 47 O L ` O _ O� . _ V _ L --- =nath S 50 ice, e r, h r- ^j !De ai. V r=ej - di_C� a r, rri' v DO_r = tinge LV; SJR t G ° ({ i n ti U _ Ll�.. �� .J V j G . ! G � e ' .rJ, iii v cl .� C G r S 2 ^ �.�� V V li i. , C'i. W_ r 012 G'-� �j J C +, I I- C n t t t i W v u � r t =• iin 0 47 O L ` O _ O� . _ V _ L --- ° ({ i n ti U _ Ll�.. �� .J V j G . ! G � e ' .rJ, iii v cl .� C G r S 2 ^ �.�� V V li i. , C'i. W_ r 012 G'-� �j J C +, I I- C n t t t i W rr +. ri v u � r t =• iin 0 2 S ice, e r, h r- ^j !De ai. V r=ej - di_C� a r, rri' v _ _ ._, ...' SJR t G rr +. ri v u � r t =• iin 0 2 S ice, e r, h r- ^j V r=ej - di_C� a r, rri' _ _ _ ._, ...' SJR Vadfu� O_ 0 S ice, e r, h ^j Vadfu� O_ 0 ^j V r=ej - di_C� a r, rri' _ _ _ ._, ...' SJR V_ v4 _�.O__ V L L i v4 _�.O__ TV' 71 ='_G ✓ _ �.. i� v u � r u v _ L� _. �.- �i � I✓'� �. � _ L+ u � � u �- u r � n '� u v '�. T ^� 1r.-�� l.: -• � G _ t .� It 'A_ _ _ i A) C. '� 7 i� �.. Li _i t !. r t G v. ,..� -' ,,,' .-.. Q v, Q ^: n cz THENCEa ° r cI `L C".r r U ,J.i �. G ✓[[, ..,.'�..y� i.G�C'-.. 01 r �.L i. nom' ul^CP✓ vlJyy.. _�^i `. iC: C. rlu �! .. .a ..d :r'� C r J - - CQ an � �' C w1_1Vh I G.,:re V4 _,. i,. li�_'�:if, r G - h _ / v .�.. .._ �.,__ ... e•-G.lv ti� vil r •'� va ri' v p ' �� •-•.- }1: Z4 `.. ui �a �_ _ _cl- y/ o ti e v t.-�i `.' J G t Q /'r`. - .� _ _ .:. �. .�! '- r� r �. 1 iiv :� Gi l� "--. .moi G _ b VV = n r- THENCEa ° r cI `L C".r r U ,J.i �. G ✓[[, ..,.'�..y� i.G�C'-.. 01 r �.L i. nom' ul^CP✓ vlJyy.. _�^i `. iC: C. rlu �! .. .a ..d :r'� C r _ _ JG._ � .., l.i_ lT `✓ _1.a. i`, _1i� J G ru'.i .� :%. .= ��� ���' V � �' _"�_.�'� , ..� .���ii� � �. ��7 .-.'� ... .._ _ �..� ° ,_ t ._ '? '• , .w 1 ! d _ � � � ri rr - _ _ (] ._ � � � 4 _ C � � , � ._. � � . C7._ l_ ii r' _ l` '� e '� T c _ _ _ _ (�.',- ° r C".r U ��. �. G ✓[[, ..,.'�..y� i.G�C'-.. CJi G �` vlJyy.. r J - - CQ an � �' C w1_1Vh I G.,:re _,. i,. li�_'�:if, .�.�J't: G t / �.,__ ... e•-G.lv ti� vil if ri' v p ' �� •-•.- }1: Z4 `.. ui �a �_ _ y/ o Q = n r- _ _ JG._ � .., l.i_ lT `✓ _1.a. i`, _1i� J G ru'.i .� :%. .= ��� ���' V � �' _"�_.�'� , ..� .���ii� � �. ��7 .-.'� ... .._ _ �..� ° ,_ t ._ '? '• , .w 1 ! d _ � � � ri rr - _ _ (] ._ � � � 4 _ C � � , � ._. � � . C7._ l_ ii r' _ l` '� e '� T c _ _ _ _ (�.',- 11 Jill I 1111i jj� 1115,111 C".r r J - - G.,:re t / �.,__ ... e•-G.lv ti� vil if ri' v p ' �� •-•.- }1: Z4 `.. ui �a �_ _ y/ o 11 Jill I 1111i jj� 1115,111 G.,:re 11 Jill I 1111i jj� 1115,111 SuI C-1 CLlrV V _ s rr' i rc i r 4 >" -�O a a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr 1 yr rrC C `i r V V`ii he U5,-) Lia_ r; /r C�he _rC._ �- -h n N C C. e)ar C�=C`dp'..,e r� CQ ri- ) ._,__ riCVi ft'J � n 'iC!2 feet ' - I... r r S i fj SuI C-1 CLlrV V _ s rr' i rc i r 4 >" -�O a a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i r SuI C-1 CLlrV V _ s rr' i rc i r 4 >" -�O a a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i CF V V`ii he U5,-) Lia_ r; /r C�he _rC._ �- -h n N C SuI C-1 CLlrV V _ s rr' i rc i r 4 >" -�O a a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i CF V V`ii he U5,-) Lia_ r; /r C�he W%: �- -h n N C C. e)ar C�=C`dp'..,e rr. ri- ) ._,__ riCVi ft'J � n 'iC!2 feet ' - I... r r S i fj C a int CU tvr vi SuI C-1 CLlrV V _ s rr' i rc i r 4 >" -�O a a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i CF V V`ii he U5,-) Lia_ r; /r C�he _ r' % C-1 F` L _ s rr' i rc i r 4 >" -�O a a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i CF V _.,_ he U5,-) Lia_ r; /r C�he W%: �- -h n N C C. e)ar C�=C`dp'..,e rr. ri- ) ._,__ riCVi ft'J � n 'iC!2 feet ' - I... r r S i fj C a int CU tvr ^'_S z n .C� UL S_ L y °2 rc i r 4 >" -�O .0=� a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i CF V _.,_ he U5,-) Lia_ r; /r C�he W%: �- -h n N C C. e)ar C�=C`dp'..,e rr. ri- ) ._,__ riCVi ft'J � n 'iC!2 feet ' - I... r r S i fj C a int ^'_S z n .C� Of L J °2 rc i r 4 >" -�O .0=� a C 0' u 41 r a C �; r V •-• �•- (•, _ =cr yr rrC C `i CF V _.,_ he U5,-) Lia_ r; /r C�he W%: �- -h n N C C. e)ar C�=C`dp'..,e C1 ) ._,__ drC _ _ .C� 2.00 Sa CrV? °2 rc i r 4 >" -�O .0=� a 0' u tC r a C �; r V •-• �•- (•, _ .�.' �. C `i ll _.,_ he U5,-) Lia_ r; /r C�he W%: �- -h n N C C. e)ar C�=C`dp'..,e C1 ) ._,__ drC ft'J � n 'iC!2 feet ' - I... r r S i fj C a int CU tvr T2s .C� 2.00 0 282. °2 �1(1rs- >" -�O .0=� a 0' u tC r a C �; r V •-• �•- (•, _ .�.' �. C `i ll _.,_ he U5,-) Lia_ r; /r C�he �- -h n N C c C�=C`dp'..,e C1 ) ._,__ drC ft'J � n 'iC!2 feet ' - I... r r S i fj _ T2s .C� 2.00 0 282. °2 est >" -�O .0=� a 0' u tC r a C �; r V •-• �•- (•, _ .�.' �. C `i ll _.,_ he U5,-) Lia_ r; /r C�he �- -h n N C c C�=C`dp'..,e C1 ) ._,__ drC ft'J � n 'iC!2 feet ' - I... r r S i fj _ CU tvr T2s .C� 2.00 0 282. °2 est >" -�O .0=� a 0' u tC a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i J _.,_ he U5,-) Lia_ r; /r C�he �- -h n N C �!J ) ._,__ drC ' - I... r r S i fj s lf.)a rr W ' t � y ra s c 54'x 2.00 - CcN SQL .0=� a 0' u t n a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i J r Lia_ r; /r �- -h n N C �!J ) ._,__ drC ' - I... r r S i fj _ CU tvr cz tis 0 s lf.)a rr W ' t � y ra s c 54'x 2.00 - CcN SQL .0=� a 0' u t n a L i.i r � a C �; r V •-• �•- (•, s lf.)a rr W ' t � y ra s c 54'x 2.00 - a 0' u h O= a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i J r Lia_ r; /r �- -h n N C �!J ) ._,__ drC ' - I... r r S i fj _ CU tvr tis 0 —•- s lf.)a rr W ' t � y ra s c 54'x 2.00 - a 0' u h O= a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i J r; /r �- -h n N C �!J ) ._,__ drC ' - I... r r S i fj _ CU tvr s lf.)a rr W ' t � y ra s c 54'x 2.00 - a 0' u h O= a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i J r; /r �'. �!J ) ._,__ drC r r S i fj _ U tvr s lf.)a rr W ' t � y ra s c 54'x 2.00 - a 0' u h O= a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i 1 r; /r �'. r r _ cri t_S" i1Cc v 54'x 0' u a L i.i r � a C �; r V •-• �•- (•, _ .�.' �. C `i 1 U r U rV _.i Jall I�i VY. G. T. - � ,... '.J i- � �. - u C i� � li P � ; ..�. - _ � = .�, i �^,, a ,., '� � � •-, ^.i i.. := G'' '�' Y r. G. Y'v�e ��r 1 i C Ll Y V =MDCL 7r Li Q_ ancr., C r. d _J��rI .��C. '^J in._..�r �...u✓ :'�' _lam. ?^ a vC_:.'�. CT n \T v 1 u 'J _ u l" �'n 'v G t t1 c Vv .. 1 '� C 1 `. ^ r � Q -S ✓ t -. ` 77 L Ia _c_.�� ... C-` '� 2rr _r�.%:, �. �)-�_.. lh _L .... _ri CC�..ti S�� !_C7_ �:: !�' ... ri!'r _ r,^,—�"-• - cfo C _ u TT yrU a _ ti C' � : �1 t '.i .1. _. C._ i �' v � : 1 L. 1ti J tt v � :.�, .� � .� ,. � `'_ Lf'1 r Q C: � J '., .,.'^i C �. C' _ � _ �' L � _ .� `. ._ ...... � �/ JJ _ v� r -i •^ ?- �) �- f P rQ� r`^1. ��� .r i- _ r- r-. �uu ��� J_ V radJ'aSlo 7 _ �....J / � �..� , - � r v..�. Ci. ; i � ' � C1 � �.� - ..: � 1 Imo. Y P µ r u y^ y � - : �• = to rte.. Ll 1-7Te _ ^ r G� n u V C v-ill'J I�.i r 1 J/ „� ca, set =c -he pc_11� of cu vaneV%ego vyy,,��v J /uf�_VVI I c ,iu ._ av�.=• S.J1 J vv I tl �rr_��_ 4 �. r.�,u ani cno_rr _ivy— t2—ter. .�.G� C"✓� _�_. _.. P rQ� r`^1. ��� .r i- _ r- r-. �uu ��� J_ V radJ'aSlo 7 _ �....J / � �..� , - � r v..�. Ci. ; i � ' � C1 � �.� - ..: � 1 Imo. Y P µ r u y^ y � - : �• = to rte.. V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r Ll 1-7Te _ ^ r G� n u V C v-ill'J I�.i r 1 J/ „� ca, set =c -he pc_11� of cu vaneV%ego vyy,,��v J /uf�_VVI I c ,iu ._ av�.=• S.J1 J vv I tl �rr_��_ 4 �. ani cno_rr L c V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r Ll 1-7Te _ ^ r G� n u V C v-ill'J I�.i r 1 J/ „� ca, set =c -he pc_11� of cu vaneV%ego vyy,,��v J /uf�_VVI I c ,iu ._ av�.=• S.J1 J vv I tl 4 �. V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r Ll CPY_ _ ^ r G� n u V C v-ill'J I�.i 1 J/ h' ca, set =c -he pc_11� of cu vaneV%ego V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r Ll CPY_ _ ^ r G� n u V C v-ill'J I�.i 1 J/ h' ca, set =c -he pc_11� of cu vaneV%ego V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r Ll V C v-ill'J I�.i ^ h' ca, set =c -he pc_11� of cu vaneV%ego ,iu ._ av�.=• S.J1 J \� tl �. V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r V C v-ill'J I�.i ^ ,iu ._ av�.=• S.J1 J \� I_ e�1 �. ani cno_rr L v V� _ Vtl/ _b�.�_ _._- ..- ��. � _ACL_ ��i � _' - --��-'�� � •�'-� a1—_e. ter? _ ter. rr afs�a _ ( L Se i_ p If _' � � • p _� .�..�. V �G}✓ C�� _ �'r 1_ ._:1 �. _ Irv- t� r� rte+- �.. ... v� y' �=- _ C. rl an J- h V I t VIS v., u .�.. �. -� ri t_ Q > .� .� _ r a _� 'ci n g o n _ G s h ri radI ri rl �. �i.�: UT�Y Sv, iJv^ C�, d Iry y S _ lb'/ _:_`�T�rL� U dn3 �.0 N V 4 V-7 _ v' _ _iGV a _� 'ci n g o S _• �, _ G s h ri radI ri rl �. �i.�: (� J� C�, d Iry y S _ lb'/ _:_`�T�rL� .. dn3 �.0 ar1 V 4 _ _ v' _ _iGV rod Wd tom.. .^.�_'u. C ! O_ _i✓ .� _ -- 471Wil- rr on 1 - G :�'.• ti J i :'� %eci G LGA V u � j! _ . t S _ _ o ~-' f 'V l^i. W I S 1 C et 'd iu Y� '.� ^' ^� Y S.-,.i<�t.\/�i�'.n. Q^G U_a.'lC �_ 2.i �_CCr �. '"'I v'✓'u_ y J tl ui.0 C G S G ? .� / __ S_^C _����:1 0= J �� ����/ a,d Cr1vr''" o _ t^ �C'� �2GiS Sk_ ✓ j t � SttV� G u� S � ^� � f •?.� .,._ =ate` '-n '� !"'!r G ti'l^._i '` ., ._ v -G \' �'^S C'Ur'✓ 1.: r` `.tiQ..uY' _ o 1 :..1.^`;C h ri radI ri rl �. �i.�: r n- C�, d i y S _ lb'/ _:_`�T�rL� .. dn3 �.0 ._LiC V 4 _ _ v' _ _iGV rod Wd tom.. .^.�_'u. v _i✓ .� _ on 1 o G :�'.• ti J i :'� %eci G LGA V i p v'_ G S 1 et 'd iu Y� '.� ^' ^� Y _ ! i_'^G ��..n V _li' _ Q rl J i.gen- �. i it vlki C �_ .J. �. u._ V 10 t t u v v 61 �� (', C d _ n = u �. J Qiuu ._ r _', SSC'—�Q %J''�'__Ci: • and a n d o �j' 1 ��•:l it r ..S �� G G ,r.�C a'_�S U,C'S v Wl d Q S C T y �- C-� _ S.-,.i<�t.\/�i�'.n. Q^G U_a.'lC �_ 2.i �_CCr �. '"'I v'✓'u_ y J tl ui.0 C G S G ? .� / __ S_^C _����:1 0= J �� ����/ a,d Cr1vr''" o _ t^ �C'� �2GiS Sk_ ✓ j t � SttV� G u� S � ^� � f •?.� .,._ =ate` '-n '� !"'!r G ti'l^._i '` ., ._ v -G \' �'^S C'Ur'✓ 1.: r` 4 ` `.tiQ..uY' _ o J:..,i1u :..1.^`;C h ri radI ri rl �. �i.�: r n- C�, d i y S _ lb'/ _:_`�T�rL� .. dn3 �.0 ._LiC V 4 _ _ v' _ _iGV rod Wd tom.. .^.�_'u. v _i✓ .� _ G :�'.• ti J i :'� %eci G LGA V i p v'_ G S 1 et T 'd iu Y� '.� ^' ^� Y _ ! i_'^G ��..n V _li' _ Q rl J i.gen- �. i it vlki C �_ .J. �. u._ V t t u v v 61 �� (', C d _ n = u �. J Qiuu ._ r _', SSC'—�Q %J''�'__Ci: • and a n d o �j' 1 ��•:l it r ..S �� G G ,r.�C a'_�S U,C'S v Wl d Q S C T y �- C-� _ _ j ._uil�� n: •- = y ^, S O' S Lt ~G`v��VS�' J�.i it v:. � n.. �..•. V'i ^.d i`) S? i, n_.'..^ d C'.:' yr T. G Cr'_: 7. ,_ii 4 ` `.tiQ..uY' _ o 1 - LO h radI d C�, d i y S _ lb'/ c uS dn3 v_ YO V 4 _ _ v' _ av rod Wd ."- _ _ _i✓ .� G :�'.• ti J i :'� pt v' c i,..•.._ a 'd iu Y� '.� ^' ^� Y _ ._ ..T Q rl J i.gen- �. i it vlki am �_ .J. �. u._ V t t u v v 61 �� (', 4 ` `.tiQ..uY' _ er— h radI d C�, d i y C Lu v_ YO V 4 _ _ v' _ av i?ysv ."- _ _ _i✓ .� G :�'.• ti J i :'� pt v' c i,..•.._ a ._ �. ._ N'� _ ._ ..T Q rl J i.gen- �. i it _ G rl ti i ti YT t t u v v 61 �� (', C d _ n = u ._ r _', V • and a n d r ..S �� G G i v,! TIn+ y �- C-� _ n: •- = y ^, S O' S Lt ~G`v��VS�' J�.i it v:. � n.. �..•. V'i ^.d i`) S? i, n_.'..^ d C'.:' yr T. G Cr'_: 7. ,_ii .J�_r_L 1`:v ��, _ _ t Al, L _ er— d C�, d i y C Lu v_ YO V 4 _ yv_ _ _ _i✓ .� G :�'.• ti J i :'� pt v' c i,..•.._ a ._ �. ._ N'� _ ._ ..T Q rl J i.gen- �. i it _ G rl ti i ti YT Al, L er— y ur v_ _ yv_ �OQ W-, .� G :�'.• ti J i :'� pt v' c i,..•.._ a ._ �. ._ N'� _ ._ ..T Q rl J i.gen- �. i it _ G rl ti i ti YT u v v n = u r ..S �� G G i v,! TIn+ y �- _ C%-7� S O' S Lt ~G`v��VS�' J�.i it N'J _'_: C'.:' Al, L er— y ur v_ _ yv_ �OQ W-, G :�'.• ti J i :'� pt v' c i,..•.._ a ._ �. ._ N'� _ ._ ..T Q rl J i.gen- �. i it u v v n = C%-7� S O' it Al, L er— y ur v_ _ yv_ �OQ W-, G :�'.• ti J i :'� pt v' c i,..•.._ a ._ �. ._ N'� _ ._ ..T Q rl J i.gen- �. i it u v v n = BEARING BASIS • _iI Ei-SIv n .r. - r -t '�' •-- TD'L_'N,`.L' - V .J D77 V l..JZl i , u :J A.• �. i\ > > r_- U .— y � �V _ 1 ._ 1 L.+ 1 V t✓S � v ✓r. U �'' eet o he POINT Off'` r m `' l ,... !- ,. ,->> C -' .T- m " . j ;. >•: J ` ' `,, r T Gn BEGINN IN I � , _..Ln urSe V'� :�• .T, .. -. h IT- i _.L%il d C_:C/rC yr v d Q ^J ....ail' ej V I VJ i Z G-''. Cjr`'-.%e '"luZ7 .Sa_Q r - - IT an,L._.._ �''� Se_ BEARING BASIS • _iI Ei-SIv n .r. - r -t '�' •-- TD'L_'N,`.L' - V .J D77 V l..JZl i , u :J A.• �. i\ > > r_- U .— y � �V _ 1 ._ 1 L.+ 1 V t✓S � v ✓r. U �'' eet o he POINT Off'` r m `' l ,... !- ,. ,->> C -' .T- m " . j ;. >•: J ` ' `,, r T Gn BEGINN IN I � , _..Ln BEARING BASIS • _iI Ei-SIv n .r. - r -t '�' •-- TD'L_'N,`.L' - V .J D77 V l..JZl i , u :J A.• �. i\ > > r_- U .— y � �V _ 1 ._ 1 L.+ 1 V t✓S � v ✓r. U �'' r m `' l ,... !- ,. ,->> C -' .T- m " . j ;. >•: J ` ' `,, r T Gn - r i,� • u-ti\� 'HUK T� ���I���r�L :./ n .r. - r -t '�' •-- T - V .J D77 V l..JZl i , u :J A.• �. L U .— y � �V _ 1 ._ 1 L.+ 1 V t✓S � v ✓Lt i� U t cue. �vcaa speo naosbP %. II`., F"pyapl PgaoaboLe bop. ! � U p b ti U t Zj cue. �vcaa speo naosbP %. II`., F"pyapl PgaoaboLe bop. ! � U p b ti A 4S, �r _ T` i.1 if T BG L)Ev-B1 OP BNm 11"?_2 20v vti+z" R 0 _KS B' SSB' 2 ,✓T7OB r1 I ' _ 2 v.J L li. 1ri-v n DESCRIPTION z' Tr r„1T �' r'1 il7 T,B i CA rte' TSI^i it Q T ^ O i S -1t T.- ” CT � - J �✓ L �. i i �.. t "' ._.. U v U _ i �\ v lJ f `i ��/ ` r Z1_ C' _ K, �:L :.� - \ �`/ v J r TT V L T yH b`u� ,P_.. D h m h U U - � `J H r T'LL B. � �' `'-;1. i`1 n . e � L i S 1 � v?,=-_ `i' _; I l r N irV 1 � 7 � "_ill ry JOv `TEXCn \ T`17 7 r BEING V 4 _J mo~P r'ON OF !"Er AIN 330-2-4 ^R E �urt'.�:�_LT vS�.,. '{ '..S" r. -D T!\; 1`, 'J L TO LE✓O L,a V', !�m;J r Ji Ki�CO KiJ i.N DO�.y'V�iN`:' Nn n �. 2 ,u O 42R O J JT _T':L PUB �O R7C0P. S OF Gd_ � 2AMS0N T S . S �, r.. V V J _J �J B._ TES rNJ B 0VN .i v � .iJ JJ t..J Y1't). BEGINNING`}d y, � _ Cam SCS In the eaJ'�e�_`T ... r'iC ^` is Cr Z a I n a _ C C a C t ueSC r ` ea ip t 1.C d n. n,e Vyn��iCi �'a�1 i1Ce, o rCCord 11 Vol uI-ne 989, La�P bbd C� Said OiiC1a1 P'UbiIC CCOrdS, ` h,e Same De-pla 7C weS Crl v O s id J�0.24 aCr rcC or ` e.jorthwester i V CC C1 lc 20=r =ro Wi1Ci:! the not-, I we Cr Cori Cr OT said JAG. 24 aCrem _Cal Car° r 1-�// S !�_C _ 411 E a G S ante, CT 0 8.2 `Ce�and a LSo from �`ir _�.,r .-n n'�r i,nPa.��. ..r 1 CC'�i: �''� O2 Sd..d Y�vt i- iiG '�., S'l.�ir 4'CT. rCars o _ c 'I,f0xi7id e Iti�9 a J`d C^C O� 1 IO CP EN , a_ acre raft , over anc across dC.rC `ract U o f ~ "re nr e11 1;'_e iici�n- r vC e O .Low-Ln�wei,` V-�'v� t %o CO � ` BGG; SCS a�1'�' Cy:SLa?�iC�S. , �� L a _i �ro.n rod 'vw'i ,..n L, idL c2 rrvr Q1S an Ce C. t feet .-C a 112st _ror _- W'i -! .. cap✓ Set t she �oJYit Ci r..Va LUre .oanon- Pi'7� i rVC t0 r 2C `t aicn a s I d curve aV n a r =ger tangency; e! o G.38 ee` and rr rr °29'2" peen O� rCVerSC J t a Ur vJ_L_. Cdr' SC i. G a� ate. 1cr Sated 2.00 VU e =ger tangency; e! o G.38 cen ra VU .� �r .... e! o G.38 ee` and rr rr peen O� rCVerSC CUrVa Ur cen ra d cn.01- rc`�crSC C''urVC ..o LMCna S iC U a Ceii`ru_ iC_C O GJ°3�tG " a:G`r _ r v J v aT�� °G�1 r �. 1 ri .�' -r Nom_ �_ E, �iS �d_ice u Gv ORD. 07 ' DUNE 2, 2:0.;17 C -7S ° '' 8 -8 .f ic- n iG^ C _•�2" irO rO ti a u-. �a!_�e o �� ._ W `li Cap Seg aLL%e p0-__� Or Com: ?�vaturerv:f v v; 'Iona Sala Curve naviny a raaIus OT 1�.0.0 eeLr a certYa i CLny! e C c0In0 t Uvi`, an arc ength ^,+ 2� .C'i� reel anu a Cin Ord which bear aISLa�_ s JJJ° Ot B"� c.e o n' If Jit / Fi r i. V o a G �ron rod with Cap se` for an angle point; °Q t Qn�• a .(i n_ 6.00 .. .a- reel -, err c. ..-d�1Ce O1 / .� � .., .... r r, �� O a rod with �=, 'v,"th _o_ v �, uiSLanCe _ o i iron rOC u.�.�`.�an'..e CT JJV, . '.� a �= cap se Cr LheCint Cr Curvature of a nor!- angen� Carve to �. t !t ._ '.rid ... t Cap Ser for he pic Curvature O. a non -tangent C rve ^% along Said Curve having ra1 S O0.v a ang_e O �'0.°0.v t 0.�"r an arc 11 enyt7 Ci L 76�,e and a C Oro wh rCh nears N9° i r ��rrLr v Ca Ce O 2i _ eC t0 a rLrr ironrod wi t h cin se t L le pOiilt or anaencv J? S7 °��F �`s a dlstanCe O' 0..00 feet to a i�2`r 1r On rO^ with cap set for an angle ti.oint; ^ , � f ° - i G % "A _ r -, ^ .- _ �i v r 1 r 7 k rti i t c. ..-d�1Ce O1 / .� � .., .... r r, �� O a rod with �=, i 1 _o_ cam Sa" , �(',;v irtw d u_Stan Ce' n. ,= 7J�i `✓ i ^.` n ire r -ems tom, a i1� -�on rod vv ri a se,.; Cl. y -0j Cao Se ^5J S 0°it 2 ter a C�SCan!Ce C 4 feet LO ron od wi_ Cali Set; ' 70° Lf a Oi SL�nCe O Q et t0 c _/art --O!. _O0. v iL ii r� ; r n r (� Can set for an! angle point; S�-OCL t LrFG4r a CiiS�anCe' O �.��::. tU 1.::et t0 a i! 2" =ron r0(�i w_ n cati seL nor an arlg_ L; C Q ° � '7 t ? j r 7 k rti i �=, i 1 _'.ni u.�.�`.�an'..e CT JJV, 1eeL '.� a r r �h' } �. t !t ._ '.rid ... t Cap Ser for he pic Curvature O. a non -tangent C rve t0 J the i er 1 a�Cng=a a n "1''�Cj a �� r N C `v"e Lie V1nG V r �\ Li r a la^_US n: U ._3. v _ 1..1 J, u GL aC�^e ` ��C� G_ O1:U 1 C c'r ter' J yr1C pre O_r h� yr-, - -' _ V _"�?OW� a / C✓1�SeS ar!a v1vN �l; apayh C- tai' Q_"C �nCy r 1 a�Cng=a a n "1''�Cj a �� `: �� /1 C `v"e V1nG _. l a la^_US n: U ._3. v _ 1..1 J, u GL aC�^e ` ��C� G_ O1:U 1 C c'r ter' J yr1C pre O_r h� yr-, - -' _ _"�?OW� a / C✓1�SeS ar!a �l; apayh C- tai' Q_"C �nCy r r1 C i^i u e d i S C' O j It _... .:' C. Nv' ,... r- u. 1 tom a W7 tV .� r D } C %C 1 +- N ... v ,1 _ _ Ce", � Q1 C S a 1Ce Ci 11 ? Ge `C a /Lrr 1C^: 1^vu w' Cali Se' Cl ail an a �IhG °..�-_f aiS - CCLj C� _/? y Vi! _OCl W -L= _ CcTzp Seg; %. \ / ° ! �grr" r a a S�a`:Ce O _ g. ee a ITLrr G Nr rr '? ! E�S anCe O r d 2 10_ vd W_, ?! 0° l r2�'rLr a riS ar o n= K� ge= O 2r' LL O2 O y 4J' Cay Se Cr `ne 7 nPa7 e CC Ii! l IP_ �C= rrC W-12-111 Cn rD-L7oe iCl_ d for an Cada, �.. iJC it t C1 J.`"..! a laC` and f o7l he nor 1! es.._erj—y t.iV=ii � 4 deed�C �tC reaC' �hrV T�`r� `1i'� record --r? ✓(�);^i1 Ci1 No 200^'v .�. 42�.= C1i� t'7-•� �, `l �a'� u�._1C he'Vl S C 1S r��2°� ,'r r' M'r ? ui S arC O F� "iJ baa .L ll.j:ii.M �T.l i.. '��.: V � a n "1''�Cj a �� `: �� /1 �, l• _. l + r .� .. l..i U ._3. v _ 1..1 J, u GL aC�^e ` ��C� G_ O1:U 1 C c'r ter' J yr1C pre O_r h� yr-, - -' _ _"�?OW� a / C✓1�SeS ar!a __r`eer. tai' �nCy r Ce", � Q1 C S a 1Ce Ci 11 ? Ge `C a /Lrr 1C^: 1^vu w' Cali Se' Cl ail an a �IhG °..�-_f aiS - CCLj C� _/? y Vi! _OCl W -L= _ CcTzp Seg; %. \ / ° ! �grr" r a a S�a`:Ce O _ g. ee a ITLrr G Nr rr '? ! E�S anCe O r d 2 10_ vd W_, ?! 0° l r2�'rLr a riS ar o n= K� ge= O 2r' LL O2 O y 4J' Cay Se Cr `ne 7 nPa7 e CC Ii! l IP_ �C= rrC W-12-111 Cn rD-L7oe iCl_ d for an Cada, �.. iJC it t C1 J.`"..! a laC` and f o7l he nor 1! es.._erj—y t.iV=ii � 4 deed�C �tC reaC' �hrV T�`r� `1i'� record --r? ✓(�);^i1 Ci1 No 200^'v .�. 42�.= C1i� t'7-•� �, `l �a'� u�._1C he'Vl S C 1S r��2°� ,'r r' M'r ? ui S arC O F� "iJ baa .L ll.j:ii.M �T.l i.. '��.: V � a n "1''�Cj a �� `: �� /1 �, l• _. l + r .� .. l..i U ._3. v _ 1..1 J, u GL aC�^e ` ��C� G_ O1:U 1 C c'r ter' J yr1C pre O_r h� yr-, - -' _ _"�?OW� a C✓1�SeS ar!a __r`eer. a .aiS tdn e C ?e -eP 1 err ; r _ t. �C a �� ��0 VJ_Li! �.Cat % Se l.., ate. Lne p Ing. cul ' 1e C� u o r r . C �.,, i.•a ,r a i.. U d C i l Z. `�" � v 1, i� C L i a n a2C Sa u Clllve nab _IiG _aC1t -D C i j a Ce ! rat rr ai1C ie OY 1J ° L2 ' r a 1 alC l early Cr TI a C iC a wl i Cri JealS grrtr a uI S anCe C 328. -eet t a 1/f2rr �.O i 1C N1 cap Se �Cl a DC"nri. C' COIrpou 1C C 1Va u _ _ _C__a CCIT' n V� C. h� y -ti p J a la'ai S c '-. .i. ...: N"�.._.� U1 v 1. l xlt C�Pub ix`l. 7.i -_V G u feeL a Cen aI ta.P Qg°Q2 r ..SQJ fC' ana a CI-) Wii C. ealS X41°Uw1GCrrirf a aiS+a1CO 3 g et O a i;iLrt 10 1Ca' W h Ca D Se _Io a', ang 1 e rM 7 n ��J O Cul Ve �• E 3 /; Fi�+l `3+' a a diSLance of 6E.=1 fee t a ,/2" iron rod �._ C 6 2 l GG `. a ! GP' O !22' Nlr �U) j F by ", c�ti Es S U e ! O C ':a e a nC - aGe i! -.o r G CC'I- ^ _ a G o ���nt �h G v �' at a J _ t chive o an arc ��J O Cul Ve �• E 3 /; Fi�+l `3+' a a diSLance of 6E.=1 fee t a ,/2" iron rod �._ C 6 2 l GG `. a ! GP' O !22' Nlr �U) an arc c�ti Es S =C e ! O C ':a e a nC - aGe i! -.o ca N CC'I- _ a �� e o ���nt �h G cur`Fa �',w1� at a r lion -i. amne t chive o an arc .. C` � lJ1 d i 2 ? ong said C,: ve C Vng a rad�us c 2 v =ee a c=n ra2 2.84 �eet and a chord wi-lic�! :inears J5� 11r UV, a =S -La e o-1 1 c a r! 'u e .�2 C `) V O 6 1 G r } -, ,-, ,- C �. -1r-r I"\ .-� ' '? h of gin, - T'1 r7 al C r ,d C feet i4 ll (G )) a v:! rCQ w .`,•' r uii Q_ Vz: L,I 1 J �Ce' L.. u for a "Do' n+- Cf - ...o _' �r J w}i��n �eCIS Q a_Sta c Ci 2J. r _ 4 L%% a l^ ei G iee i Cil_iiG on rod W_r' SC L'or a pC..1L ^_ C1�0u rJd rte t cap , 6 a?Cha sa_d som ound curve the rJan, hav_�a a rad o to ieer d cen-rd_ : nq O �' 0 i C_ lq Inn Ci _! , C,--41 .^_'. arc 1,i!=�, W a a C {-__c.: ,--.YS (.2 be �6 f[ ail1ce a G� �.'Gdr' -�' C'=to a i IT? ron rCu G>=n cap se �Cr t ale.-Cynt oanaericv; Cn J 0 ) 4 'J Cl S ie. , ..anC� ...0 W_ h Cao se iC Ti D01In- r i --. i ,.e d Curve tie 11 _ _C r 1 a.n ; on said curve having a rad us o 2�4.2G fent, a cen rat dnQ C C'� /1, an a.0 Olt )� 2en3l._ C7 LJ? E-) r'eei_ d �.hr"lTd .Ju J dnd N 2C bears 21: Vk, a d_S 3 l �G _ arlce Gy 74. ee C d j2 se,for p'�; �i:v C_ CC;lioc )u.l cu, Vd �u rte; ... Sa o C mp OUriv C._'r V'E. i_C i.. ih e ;-!a. V inu a r�v: G_ ..-Gn' ._ii. :� Cl iee1,, cPiiLrQ.- an � e. ni f,`.O ^Q 1 = -)) `., J �,, Y'•-•'-'. 'C e_ �- ..... ��.+ V J 1. 1'� J �... JG. �y ana chord VJ u`v.rS 2',+ �JOJ'J I CrS _eeL G .0=_C!� V�J414ti?, C: �Gr 1) ._.' tilCi�i L i ��J O Cul Ve �• E 3 /; Fi�+l `3+' a di l_Eln cl C 6 2 l GG `. a ! GP' O !22' Nlr �U) an arc r Es .1_ CU L.0 1ro i! -.o ca N CC'I- a �� e o ���nt �h G cur`Fa �',w1� at a r lion -i. amne t chive o an arc .. C` � lJ1 d i J 2.84 �eet and a chord wi-lic�! :inears J5� 11r UV, a =S -La e o-1 1 c _L .`i .�2 l!c... J2 uu V� feet i4 ll (G )) a v:! rCQ w h Curl se for a "Do' n+- Cf ...o _' �r a�Cng anQ e which r0.. SCirU Cul Ve comCund curve �"'_C o V�1lg a G� O !22' 42) an arc beam=sbe CU J0•11 3611 C VSA, roc wi �h Cal Set feet; at a a use e� G5°612„ an arc 2engt__ C` raalus of 2 00 feet, a cenvra� and a cnc'rd orfs ance cr o d ��" �C nt or compound Cu=va�ure; u_onu said comCund curve o -nedius G� u feet; a cen' mai a use e� G5°612„ an arc 2engt__ C` 2.84 �eet and a chord wi-lic�! :inears J5� 11r UV, a =S -La e o-1 1 c _L .`i .�2 l!c... J2 uu V� feet i4 ll (G )) a v:! rCQ w h Curl se for a "Do' n+- Cf ...o _' �r reverse Cil_iiG �'�'�� u _ rN C {r eas er Said .ion -tangent _ cur 1-- tc' t_ne �e riaVing a 1 au=US y -,LanlCe aCre r, 2 G� e same being a NGr`lo 007 he l rre'gU_a 41eS e i V ilne 5 . E r .- _ ^. to et, ,�G� ar� o� 3�°��`��"` aiCng ,,....77 G1 Sal ..ee JL 29 Shca reVerSe Ct T7e CO t e e1 haVl 1Q a r�Ul'uS ti! 1l j l `C gie `-- ( .or GGrtl an a e �rr� OL th e S l_ ✓ Jlr)i Celitra GriQ `. Jl% _ ._ .1. 1 -ne r-;e,-,�G i.nP r a '.�.' -J ✓K Ci i C. iJ t! IL a— st G=eS. G'_ i7. J and a ChorO:' Which -e J bearS N8o39 i 7reA L attyr�� nn O a C 1^i'_rl VJi��l..n S ` eI .�eet —e`� t�i.. w. .�ar .moi .J L 1G. vv CL ce G. V6 e G a ? rGC rl CGti Sr Or a _ �n -rrr ti'.C.lY?L G roG W_ h carp JC 5e CU 2' al.Ure; he set - lC'ng ti^ Sale r z'erSe CLrve J L_ e r Ci r:aJ_ 1G idQ? U, S O� yarC O a Ce ali:',g c Gr O1 7 r et C) tang�nclr; _ _ �n ! enG, r' G -ee t and Wii! Ci: ��earS Op { Gtt 4t,� J ��. .�...'•lC� ,moi C: t=CC2 U n.• 1 v v n �.G C i/`re rO0 Wl �r0'_. '" - . .�' ^ '`✓ O .! `� ( % 1 t I j C_ ^- ` S^ -S ? ✓ f f f _ v a �i anc a C o e C :- L G G i �! iron `o n i O fa ih' i r� L CaSe a 111 DGln' O` CUr'v'd Ure 0- a noTI- r.�e 1 Cl rVe G the le tr?e SOlither�>> CO.riler hehh_raG`r irofi Wh1.Ci? I .`Ci'" oil r�.JC VJ_vii Ca�✓ i.ne S'`0..u:.l!.w S�C^ri�J Gi. Sal .�OUnQ .Or a rC aC wed?"� sV icOi JVu U S a Ce O LL i �J - _e THENCE GVer ariQ aCrGS �3v.24 acr S Sa e -a alO lg iia SOU tt erg -=rle here= � the IF 11 GV ina ree CO 1r Ses C31 n, ' a=S Dances. C an c J _G d _✓rLrr lrGr>_ ,-,-,n r u n---' L n Sn 'irOvr{G7f als anCe O 79 tecL G y./lir irC i rod W_G cap lO'unu in n9ZI _rreg' _ar ecSt y p G - Kira Ce_ 89.07 acre tract d e s c em0 lit a aeeU t0 :33M "arta erS O eCG? C In JGCUTMel NG. 2O0 v 2272 SuIC OI lcJ ub Reco-us, Cr the Sou LhWeS`eI'lV cGiner hereo`° �, THENCE C {r eas er Said .ion -tangent _ cur 1-- tc' t_ne �e riaVing a 1 au=US y -,LanlCe aCre r, G� e same being a NGr`lo he l rre'gU_a 41eS e i V ilne _ ^. to et, ,�G� ar� o� 3�°��`��"` ,,....77 G1 Sal ..ee JL 29 th Gn o ti! 1l j l `C gie `-- ( .or GGrtl an a e �rr� g ar th e S l_ ✓ _ ._ .1. 1 -ne r-;e,-,�G i.nP iG1lowl �c it 12-1e �."ij co-; 1 ai d IL a— st G=eS. i7. J and a ChorO:' Which bearS N8o39 i 7reA .�eet CL ce _ �n to a ;/2 on roG W_ h carp he set Gr ti^ C) tang�nclr; C an c J _G d _✓rLrr lrGr>_ ,-,-,n r u n---' L n Sn 'irOvr{G7f als anCe O 79 tecL G y./lir irC i rod W_G cap lO'unu in n9ZI _rreg' _ar ecSt y p G - Kira Ce_ 89.07 acre tract d e s c em0 lit a aeeU t0 :33M "arta erS O eCG? C In JGCUTMel NG. 2O0 v 2272 SuIC OI lcJ ub Reco-us, Cr the Sou LhWeS`eI'lV cGiner hereo`° �, THENCE C {r eas er �, _ said 89.07 _r�au v J ~ 07 y -,LanlCe aCre r, Tact, t e same being a NGr`lo he l rre'gU_a 41eS e i V ilne C an c J _G d _✓rLrr lrGr>_ ,-,-,n r u n---' L n Sn 'irOvr{G7f als anCe O 79 tecL G y./lir irC i rod W_G cap lO'unu in n9ZI _rreg' _ar ecSt y p G - Kira Ce_ 89.07 acre tract d e s c em0 lit a aeeU t0 :33M "arta erS O eCG? C In JGCUTMel NG. 2O0 v 2272 SuIC OI lcJ ub Reco-us, Cr the Sou LhWeS`eI'lV cGiner hereo`° �, THENCE a Gna the ar eas er __ne of said 89.07 _r�au v J ~ y aCre Tact, t e same being a NGr`lo he l rre'gU_a 41eS e i V ilne _ ,,....77 G1 Sal ..ee JL 29 acre, Gn o ti! 1l j l `C . `-- ( .or GGrtl e �rr� g ar th e S l_ ✓ _ ._ .1. 1 -ne r-;e,-,�G i.nP iG1lowl �c it 12-1e �."ij co-; 1 ai d IL a— st G=eS. sses NOD S'O 39`S5 T I W a 01s anCe vi �O 00 feet _O a l; 2rr y On rGa n'l cac 'ounce for an ang�.e palms; 1��,��J ^err✓llI a u1SLa CC O= =CC+ C �Lt' J C n�Li CaJ O1 n °4 ` 11 _VV- a a�stanCe v e ee LO a ! /" " C'i_ 0a fLh Cap o -Li nd an a rigge p J n L , a O Stan Ce a dJsrance CL i 0 +-0u 0r y.va 1/ 1 N L I UO found vn n a n vv, a C I sCx i 1 C c v n L: I� C v G ` i Cn C V u. CttnU a_ Ci! .4 Tal" .� .� i _ i J_ ~ ca v--_\G� O nd iile CaSu 4Y �'�vr Cap Ci i0::r!u� Sa1d 4 �J aC i u _rte _ 1 i LJ't Ce C4 1�� Iee�. r ne nC L..eas er,y cc ne~ l.ils�.an sa ,r L C U 07 acre Lac and Bey an' pvI l :. tri WeS�e� _-rle CJ. SaLd ._.:) _e �..rle _rr,,y•.._ar 1��,��J ^err✓llI a u1SLa CC O= =CC+ C �Lt' J C n�Li CaJ O1 n °4 ` 11 _VV- a a�stanCe v e ee LO a ! /" " C'i_ 0a fLh Cap o -Li nd an a rigge p J n L , a O Stan Ce a dJsrance CL i 0 +-0u 0r y.va 1/ 1 N L I UO found vn n a n vv, a C I sCx i 1 C c v n L: I� C v G ` i Cn C V u. CttnU a_ Ci! .4 Tal" .� .� .- .�.. fi .i _ i J_ ~ ca � O nd iile CaSu 4Y pC1n- Cap Ci i0::r!u� Sa1d 4 �J aC i u _rte 1��,��J ^err✓llI a u1SLa CC O= =CC+ C �Lt' J C n�Li CaJ O1 n °4 ` 11 _VV- a a�stanCe v e ee LO a ! /" " C'i_ 0a fLh Cap o -Li nd an a rigge p J n L , �; iv 4�L J�e1 a dl Stan Ce a dJsrance CL i 0 +-0u 0r y.va y r W Ln cap found vn n a n a I _/ _ w t C V u. CttnU a_ Ci! .4 Tal" angle _ i J_ ~ ca � O nd iile CaSu pC1n- Ci �; iv 4�L J�e1 a dl Stan Ce a distance O 7 y r W Ln cap found vn n a n a I - V u. w cap found .4 Tal" an angle _ J_ ~ ca � O nd iile CaSu pC1n- Ci Sa1d 4 �J aC i u �; iv 4�L J�e1 a dl Stan Ce C= d.sLanC O 7 W Ln cap found vn n a n a I po l .4 v w a d.sLanC O 7 C a ifs" vn 1OC .4 v _ J_ ~ ca � O nd iile CaSu V Ci Sa1d 4 �J aC i u _rte _ 1 r ne nC L..eas er,y cc ne~ oL sa d 8 07 acre Lac and Bey an' pvI l :. tri WeS�e� _-rle CJ. SaLd ._.:) _e �..rle _rr,,y•.._ar }' ac f c' ana 1`leieCo THENCE o :V 4 )-�I et a Oiia a DO 0 vi Ii e- V _as r Nn rr _GR, L) THENCE o :V 4 1 t L et a Oiia a DO 0 vi Ii e- V _as r Nn f _GR, L) __ne of i• Tr1HT i,r t.�v Ju Slr.. v'�L �'i SV�`��i .�T _?T�V:�i ,Q.. ,FJ 4 d v yr ,=. �.rGG V' �., �r:� cJ ame e^ n c a (-, ��'_. r=? r 1' = P� , % V " I� i N '''� 'R' 1 r' m ? --� TJi,� N rP F'? S .� _.. ,-, - -• - _ . - -- wr) �i a ._ �)- ..., :.�v�.i LV '._ .�r:r� �!v� -- V� JUL J n; b. T S n�^-, ,, i, P'l O.V a -.EST. V'R r m^ MTl'Tl I�CGv. V" ` s`oy i V ,=n 07 SaI'a "u DISC r_RLi _., Jr. r m rT 1..1- 1 i _rrea a wes er1V ? ' n re rao.�, u., U..anc� J.� yJ�_ate e �. "i` POINT OF BEGINNING, and coneyn na an ar a of ��.1�� acres o ianu, �?, ��'r L ri JQ'liG rC�.�`_.Lj ;ito1� Vi iC✓S, VJ�..:i_ii e�'I..PJ , Ln�sTF ano bOUn�S. BEARING BPaS?S "77 PLSTQ Avg B za x. NrSS OR TN_S S'�.,R`J' Y IS r S l..�OKJ-sVYim S-S'r EIV,, NAD 8.. n �• ,T ,:yT '� �w �.`� ^' T F-'� J !-)D" i'' T"J T "' T '� n ^� C 'T r. �' F y ,. t' Iv r 7 " C7 , ✓ �:.� Q J I N l _ ;S Sv _ON L _N� v_,S �_�1 I -ON � D ,J ? r1µ K: Z! E? TEK, A REGISTERED ARG SS .Jfi �r.tiL 5Ui. r Nn f _GR, L) r�rCu �i� `.1 i• Tr1HT i,r t.�v Ju Slr.. v'�L �'i SV�`��i .�T _?T�V:�i ,Q.. ,FJ �1N �)iV ti V n, v •U tN tom. �'TB rUI , 1' = P� , % V " I� i N '''� 'R' 1 r' m ? --� TJi,� N rP F'? S n ,-, - -• - _ . - -- , _ __ a ...�, ..., :.�v�.i LV '._ .�r:r� �!v� -- V� JUL J n; b. T S n�^-, ,, i, P'l O.V a -.EST. V'R r m^ MTl'Tl I�CGv. V" DISC r_RLi _., Jr. r m rT 1..1- 1 i U7) c LRy'`IERC T S TU :P. I MAI: li Me I _ h U fl.'/�I 1 t Nn f r NOR THWES LY CORNER OF LAREDO WO, L TD. 330.24 AC. (DOC P007014285j� BEARS N14'11 '42"E 7078.211' / / ANNE MINT" -!r R p„ T l NCE 7RA CT = B' VOA. 98 J J� r C1 Z \/� �C"-7 7 L2 `C `5 / APPROXIMA TE NORTHEASTERLY CORNER. OF W. E PA TE SUP; BEY BEARS N59 27'E 1705' VJ N J r V I \� 1 I BEARING BASIS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS COORDINATE SYSTEM, NAD83(96) CENTRAL ZONE, ESTABLISHED BY NGS OPUS SOLUTION USING CORS STATIONS DF5370, AF9638, DE5999, DF 4062, & DE5999 00 r� � r L12 ' C:D� \ LAL 1 48.191 ACRES 2,099,216 SC.FT LEGEND 1/2" IRON ROD FOUND \\\ \ 0 i.12" IRON ROD SET P.O.B. POINT OF BEGINNING \ \ �C00 z GEM RARTNEFS5 26-� (84.07/ AC.)� I' 1/2" IRON PIPE FOUND FOR \\ NORTHWESTERLY CORNER OF-LAREDO W0, LTD. \ 44.344 AC. (D)OC X2007014282) -� 651 "� \ LARE70 X10 LTD. (33`0.24 ACJ DOC. NO`, 2D07C 1 428 \� oo `\ G \\\\ Ca 7 rr L C8 U C11 C12 \DOC. N0. ✓070322 2 L24 ` 01 g I \^ `— 013 C1'6 L L23 L22'\ SOUTHWESTERLY CORNER, 'A� OF LAREDO WO, LTD. 330.24 AC. (DOC #2007014285 \ / BEARS 303 52'48"W 2411.50' y -.t ENGINEERING 5 OLUTION S 221 Rest Si S:reel Suite Soo Austin, Teaas 78701 Tel. 15121328-0011 Ras (5121328-0325 Bury+partners, Inc. ©Copyright 2007 SKETCH TO ACCOMPANY DESCRIPTION OF 48.191 ACRES OF LAND OUT OF THE 1. & G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; AND THE Yt.E. PATE SURVEY, ABSTRACT NO, B36; SITUATED IN WiLLIAMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO WO, LTD., OF RECORD IN DOCUMENT NO. 2007014285 OF SAID OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, %%L DATE: O6/12/07 FILE: H: \1640f2EX2.dwe FN No.: FN07-351 HBB DRAWN BY: HBB PRJJ. No: 1640-12 s Lil�lE TABLE NO. 1 BEARING ; DISTANCE I ILl S75'48'181'E ! 125.04'1 L2 I N26'21'04' E 1 56.85'' 1-3 S75`48'18"E ( 198.94' I L4 S75'48'18"E 1 65.00' L5 S75*48'18"E 1 10.00' 1-6 S14'11 `42"W I 78.93' 1-7 ! S06'21'2GO"W 203.79'1 I L8 S02048'07"E 94'1 (L9 1 S10'16'42"E j 135.94'1 L10 S20'15'36"E 76.47' I 1-11 S6o'44'24"W1 15-.01'1 L12 I S19'27'20" 1 55.01' L 3 i S21'1421 "E 1 104.76' 11-14 j N69°4424^ E 265.44' Li 5 I N75'28' 58E 118.52'1 L16 N77'06" "E ( 118.41' Ll 7 N80'06'270'E i 335.08' Ll 8 i S16'32'23"E 97.98' 11-19 S05'07'09"E 65.15'' 1-20 i S09'13'34"W 287.54', 11"21 1 553'43'34"W I 67.57' IL22 i 549'42'10"W 58.92'1 L23 1 583'13'13W i 49.66' (L24 1580'20'05"W 149.43'1 149.08'1 155.74'1 L25 j N09'39'5`5"W 50.00'1 (1-26 (N80'20105"E S82'42'18"�N 155.74" 1-27 I N21'06'31"W 186.44' 1-28 N30'29'37"W 233.35'1 1-29 N23'4i'11"W X28.84'1 1 L30 ( S66'44'24 "W 125.00' 1 L31 N23941'11"W j 409.01'1 (L32 N68'45'39"E F 108 54'1 (L33 N'21'14'2'"W 1 714.47'1 L 3 4 N14'11'42"E 1 430.61'1 SUR VE TABLE 1 NO. 1 DELTA 1 RAD UII S i ARC 1 CHORD CHORD BEARING I I C1 i 57'43' 5" i 50.00' 1 50.38' 1 48.27'1 N8 '29`'12 E I C2 I 45'34'23" 25.00' I 19.88' 19.36' I N81'24'31 "E i C3 1 90000'00" 1 15.001 23.56' 21.21', S30048'18"E 1 C4 ••. 90'00'00" 15.00'1 23.56' 21.21' N59'11 0pt C5 90'58'45° 15.00'1 23.82 21.39' S24'i5'02"W I C6 10'4239" 1759.50' 328.92'1 328-.44'1 S I 1 *1 1'04"E C7 93'42155" 25.00' 40.89'1 36.48` S41'01'44"W C8 i 90°36'32" 25.00'1 39.54'1 35.54'1 S47°19'48"E C9 ( 11'15'06" 1759.50'1 345.53' 34498'1 5,^13'36'01"W 010 1 30044'58" 554.50'1 297.59' 294.031S2'36'03"W �Ci1 j 73'08'55" 1 25.00'1 31.92'1 29.79' _ S76'33'00"W C12 94*01 '4/- 1 25.00' 41.03'11 36.58'' 505'25'36"W C13 5'46'12" 1 554.50' S5.84' 55.82' S55619'3�"W C14 1 13'30'53" 633.50' 149.43'1 149.08'1 551'27'12"W C15 76'01'05" ( 25.00'1 33.17' 30.79'1 S82'42'18"�N 016 i 36'10'15" 1 27250'1 172.03' 169.19'1 N813�'47"W' FA Bury -Partners E N G IN E E R ING SO LUTI ON S 221 Best Sixth. Street, Suile 600, Austin, Texas 76701 Tel.. (512)326-0011 Fax (512)326-0325 Bun+Partners, Inc. z Copvright 2007 SKETCH TO ACCOMPANY DESCRIPTION OF 48.191 ACRES OF LAND OUT OF THE (. & G.N. R.R. SURVEY, ABSTRACT NO. 744; THE J.D. JOHNS SURVEY, ABSTRACT NO. 365; AND THE W.E. PATE SURVEY, ABSTRACT N0, 836; SITUATE[) IN WLIJAMSON COUNTY, TEXAS; BEING A PORTION OF THAT CERTAIN 330.24 ACRE TRACT DESCRIBED IN A DEED TO LAREDO W0, LTD., OF RECORD IN DOCUMENT NO, 2007014285 OF SAID OFFICIAL PUBLIC RECORDS OF WIWAMSON COUNTY, TEXAS. DATE: O6/12/��0gg7 ( FILE: H:\I64012EA2.dwg o1- �. ` d " l Ek h 1b1 13 r f I FN No.:FN0'/-351HBB DRAWN BY: HBB PROJ. No: 1640-12 CITY OF GEORGETOWN ANNEXATION SERVICE PLAN AREA: PHASE ? 2t 3 ANIS Al NATER OAK AT SAN GABRIEL COUNCIL DISTRICT No. 3 DATE: AUGUST 28, 2007 I. INTRODUCTION Galo Properties, also known as ABG Development, Ltd, (which were subsequently assigned to Laredo WO, Ltd.) and the City are parties to that certain Development Agreement and Offsite Utility Construction and Reimbursement Agreement concerning the Proposed Subdivision and Construction of a Conservation Subdivision by Galo Properties dated November 14, 2006, 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 has sometimes been referred to as "Water Oak at Sari Gabriel". 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 10, 2007 and July 24, 2007, in accordance with Section 43.056(j) of the LGC. NOTE: This annexation was initiated by the petition or request of the owners of land in the annexed area. As is stated in Section 43.056(e) of the Texas Local Government Code, the requirement that construction of capital improvements must be substantially completed within the period provided in this service plan does not apply to a development project or proposed development project within an area annexed at the request or on the petition of the landowner when the City and the landowners agree in writing that the development project within that area, because of its size or projected manner of development by the developer, is not reasonably expected to be completed within that period. The Development Agreement Concerning the ABG Subdivision ('Development Agreement") dated as of November 14, 2006, as recorded in Document No.2007040905, plus any amendments thereto, and the Offsite Utility Construction Cost Reimbursement Agreement for ABG Subdivision (the "Utility Agreement") dated as of November 14, 2006, and recorded in Document Mo. 2007040906, plus any amendments thereto, shall control the provision of utility service to the annexed property. IL TERM OF SERVICE PLAN Pursuant to Section 43.056(l) 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. O C)a R007�31 eXhiblof Annexation Service Plan Area: Water Oak at San Gabriel Phase 1, 2, 3 and AI Page I of 14 III. INTENT It is the intent of the City that municipal services under this Plan shall provide full municipal services (defined in the LGC as being those provided by the City within its full service boundaries, including water and wastewater and excluding gas or electrical 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 unlaw=ful 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 as provided in the Development Agreement. For the purposes of this Plan, "provision of services" includes having services provided by any method or means by which the City extends 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. In addition, in accordance with Section 43.0056(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 w=ithin the City limits, this Plan shall be construed to allow for the provision to the armexed 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 Annexation Service Plan Area: Water Oak at San Gabriel Phase 1, 25 3 and AI Page'.7 of 14 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.O56(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 Mater and Wastewater Facilities in the Annexed Area that Are Not Within the Area of Another Water or Wastewater Utility - City -awned 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. 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 .►.fid � as. ;; Annexation Service Plan Area: Water Oak at San Gabriel Phase 1.2. 3 and A I Page 3 of 14 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. J 6. Operation and Maintenance of Public Warks, 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 h1 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 Citv. J J 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 Services; Building Permits and Inspections - 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. 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 b ao007-9Z Evhj Annexation Service Plan Area: Water Oak at San Gabriel Phase 1. ?. 3 and AI Page 4 of 14 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 l 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 OIL' 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 NA7ithin 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 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 2'/z years of the effective date of annexation. Therefore, in accordance with Sections 43.065(b) and (e) of the LGC, theCity shall implement a program, which Annexation Service Pian Area: Water Oak at San Gabriel Phase I, 2, 3 and AI Pa.oe 5 of 14 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 1/2 years from the effective date of annexation and will be substantially complete within 4 1,/2 years 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 Ether 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. J J 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 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. Annexation Service Plan Area: Water Oak at San Gabriel Phase I.2.3 and AI Page 6 of 14 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 CityT does not violate this Plan if the construction process is interrupted for any reason by circumstances beyond the direct control of the Citv. J 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 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: p , aobl®Y e � � Annexation Service Plan Paae 7 of 14 Area: Water Oak at San Gabriel Phase I, 2, 3 and AI 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 "�case 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 PJA reliminary Plat approval, the subdivider shall be required O 007 2 v go - i i� Annexation Service Plan Area: Water Oak at San Gabriel Phase I, 2, 3 and AI Page 8 of I4 to install a public wastewater collection system. The design and construction of apublic 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 Nater 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 DOca�Z Annexation Service. Pian Area: Mater Oak at San Gabriel Phase L 2, 3 and AI Paae 9 of 14 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 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 23.10 of the Cite Code of Ordinances currently provides as follows: i tM,1 'a •� 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. 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. o m 7� iii &IP Annexation Service Plan Area: Wager Oak at San Gabriel Phase 1, 2, 3 and AI Pace 10 of 14