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Drawings; FINAL PLAT NOTES: GENERAL: 1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. 2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.— FIRM COMMUNITY PANEL NO. 48041C 0325E, MAY 16, 2012. 3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 4. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 5. RIGHT—OF—WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 1.497 ACRES IN TOTAL. 6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED. 7. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT—OF—WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW PROPERTIES. &. D;MENSIONS SHO�pTd IIITERiOP. TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC LENGTHS. 9. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 8.2.A.20 OF THE COCS UNIFIED DEVELOPMENT ORDINANCE. 10. PRIVATE DRAINAGE EASEMENT- - LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 1-6, BLOCK 4 & LOT 1-7, BLOCK 8 & COMMON AREA "00". — THE CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE OBSTRUCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, STORAGE BUILDINGS, ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED AND SHALL BE REMOVED BY THE HOA, IF REQUIRED, AT THE OWNER'S EXPENSE. — THE PROPERTY OWNER WILL ALLOW THE HOA ACCESS TO, AND IF NECESSARY, MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT. — THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING A HEALTHY LAWN IN THE PRIVATE DRAINAGE EASEMENT. 11. PRIVATE DRAINAGE & DETENTION EASEMENT: THE PROPOSED DETENTION FACILITY "POND 8" AND THE VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT FOR THIS DEVELOPMENT IS TEMPORARY AND WILL BE REVISED WITH FUTURE PHASES. THIS DETENTION FACILITY WILL BE COMPLETED WITH THE CONSTRUCTION OF SECTION 7, PHASE TWO. HOMEOWNER'S ASSOCIATION (HOA). - 1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY ORDINANCE #3079. THEY ARE GENERALLY AS FOLLOWS: SINGLE—FAMILY MULTI—FAMILY FRONT 20' 15' STREET SIDE 15' 15' SIDE 5' 5' REAR 20' 20' 2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION. MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A. 5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL RESPONSIBILITY OF THE CREEK MEADOW H.O.A. CONSTRUCTION STANDARDS & NOTES: 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL BE PROVIDED ILLUSTRATING SUCH. 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER INSTEAD OF A TYPICAL RURAL SECTION WITH OPEN DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF DISCHARGE TO PRE—DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE CASTLE GATE SUBDIVISION. ALL SANITARY SEWER. CONSTRUCTION WILL BE INSPECTED AND MAINTAINED BY THE -CITY OF COLLEGE STATION. 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. CERTIFICATE OF OWNERSHIP AND DEDICATION ION STATE OF TEXAS Owner Notary Pub County, State of Texas CERTIFICATE OF CITY ENGINEER 1, _—_---__�—_ — City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City .of College Station CER i IF ICA I t OF PLANNING AND ZONING COMMISSION 1, Chairman of the Planning and Zoning Commission of the City of College Station, hereby certify that the attached plat was duly approved by the Commission on the day of 20__ Chairman ATTEST: Secretary ;CERTIFICATE OF THE COUNTY CLERK COUNTY OF BRAZOS I, . _ _ County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of , 20_ in the Deed Records of Brazos County, Texas, in Volume _`__, Page ____. WITNESS my hand and official Seal, at my office in COLLEGE STATION, Texas County Clerk Brazos County, Texas COMMON AREA TABLE AREA LABEL COUNTY OF 00 STATE OF TEXAS EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. Before me, the undersigned authority, on this day personally appeared known to COUNTY OF BRAZOS BUILDING SETBACK LINE 1 me to be the person whose name is subscribed to the foregoing instrument, and acknowledged BLOCK NUMBER Q COMMON AREA to me that he executed the same for the purpose and consideration therein stated. I CREEK MEADOWS PARTNERS. L.N. owner and developer of the land shown on this plot, and P.U.E. designated herein as the CREEK MEADOWS — SECTION 5 PHASE TWO Subdivision to the City of Given under my hand and seal on this _ _� day of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of 20__ the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. Owner Notary Pub County, State of Texas CERTIFICATE OF CITY ENGINEER 1, _—_---__�—_ — City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City .of College Station CER i IF ICA I t OF PLANNING AND ZONING COMMISSION 1, Chairman of the Planning and Zoning Commission of the City of College Station, hereby certify that the attached plat was duly approved by the Commission on the day of 20__ Chairman ATTEST: Secretary ;CERTIFICATE OF THE COUNTY CLERK COUNTY OF BRAZOS I, . _ _ County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of , 20_ in the Deed Records of Brazos County, Texas, in Volume _`__, Page ____. WITNESS my hand and official Seal, at my office in COLLEGE STATION, Texas County Clerk Brazos County, Texas COMMON AREA TABLE AREA LABEL AREA 100 ENCUMBERED (AC) BY EASEMENT 00 0.087 PR.D.E./P.U.E. EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 1 LOT NUMBER BLOCK NUMBER Q P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.A.E. PRV. ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. i; a :�• i!► VICINITY MAP NOT TO SCALE SYMBOL & LINE LEGEND — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 1 LOT NUMBER BLOCK NUMBER Q COMMON AREA P.U.E. fi COMMON AREA 5.00' 5.00' 4 PROPERTY LINE C!0 LO 1 10.00' 15' P.U.E. R.O.W. LINE Is r N N.T.S. CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, BRAD KERR Registered Professional Land Surveyor No. 45n in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and. monuments were placed under my supervision on the ground. BRAD KERR, RPLS No. 4502 SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE C BRYAN, TEXAS 77803 PHONE (979) 268-3195 A rF FINAL PLPI I OF IV V CjLx.v,hK MEA -DO..... 'A.11, SECTION S, PHASE TWO LOTS 24-28, BLOCK TWO, LOTS 9-16, BLOCK THREE LOTS 1-6, BLOCK FOUR & LOTS 1-7, BLOCK EIGHT 0.487 ACRE COMMON AREA & 1.497 ACRE R.O.W. DEDICATION TOTAL = 7.764 ACRES & 26 LOTS SAMUEL DAVIDSON SURVEY, A-13 COLLEGE. STATION, BRAZOS COUNTY, TEXAS LANUUwNLN 11y1-UNMAIIUN CREEK MEADOwS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 I _ BRYAN, TX 77802 ` EMAIL: Chris.rhodes@oldhamgoodwin.com r y ,, FILENAME: 0504FP1A jr SCALE: 1:'=60' 3800 SH Nlo. 6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 2/5/14 REVISIONS: POST OFFICE BOX 9253 DRAWN BY: R.A.M. COLLEGE STATION, TEXAS 77842 I' CHECKED BY: BRAD KERR EMAIL: civil@rmeng'meer.com rmengineel.Com FIELD BOOK: N/A PAGES: N/A OFFICE - 979) 764-0704 RME CONSULTING ENGINEERS FAX - (97 1) 764-0704 CLIENT NO. PR OJECT NO. TEXAS FIRM REGISTRATION No. F-4695 260 — V 5 0 5 - 1C 8: SHOWN e /-1LJ;tJt7lt:YaL13 II,�r+.l> :nn.n i.i!aiy: <AUJ:U•INtt% , I: -,r UN- A I I.U;N: t t }} t i , ! CHORD LENGTH - GENERAL: 28.66' 8'00'36" N 12°19 58" E ZR F4' C2 608.78' 71.95' 6.'46'17" N 23°35'08" E 1- (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, C3 ADJ #1 \!1f=BER CUSTOM HOMES LLC ADJ #7 HEATHER B. DAMS i S i i l I 75.00' 20.3.3' 15'32'02" TEXAS. E 20.27' L OT 8, BLOCK THREE t & t 10� P.U,E. 10,t PRIVATE LOT 2; BLOCK THREE y s 1 I t { CURVE g RADJUS 2. THIS TRACT DOES NOT LIE . WITHIN THE FLOOD PLAIN AS GRAPHICALLY DELTA ANGLE CHORD BEARING VOL. 11771, PG. 212VOL. CHORD LENGTH 10362, PG: 115 i t. ! y { t i It i 46 08 03' N - -- 62"12'.5 t" DEPICTED ON F. . r E M A.- FIRM COMMUNITY PANEL NO: 480410 032oE, MAY r -•- ADJ #2 ORZEEK MEADOWS PARTNERS, LP ADJ 8 WILLIAM & PEGGY COC R +. t t -- '----- ""J t _ 35.3 ' 6 r:3- 16, 2012. r- nq' J._� _7" 0304'58'34" LOT 7, BLOCK THREELOT W 1; BLOCK THREE t 7 65.00` r a09` „ 0'30'27 S"57'21" 3: BASIS OF..._ BEARING SYSTEM SHOWN HEREON IS BASED ON 5.09' C5 o VOL. 39u9PG..._ 39_ 39.27' VOL. PG. u1 ._ i - ;� -!- `1- 7 t s -� - _BEARING: GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 16.09'. ADJ 1143 ROBERT W. & ROBIN PARR _ ADJ #R, PAUL & JENNIFER BUG;JCP _ -• { { t i y 239.67' 274°38'20"S_ 5'43'37" W 67.79' L OT 6, BLOCK THREE .25.00' 2 LOT �3, BLOCK TWO 57°46'09" \ i I Ute 24.15' C9 CORNERS A 4 ALL PROPERTY1/2\ RE MONUMENTED BY " IRON RODS 39.27' 90°00'OO" V OL. 11368, PG. 111 W VOL. 11373, PG. 216 ' C10 1 i 46.69' .. S 1'48'10" UNLESS OTHERWISE NOTED. 46.59' �- C11 155.00' 35.30' 13°03'01" N 1'98'10" 35.23' 012 25.00' 39.27' 90'00'00" ADJ 4 CREEK REEK MEADOWS: PARTNERS, LP 35.36' ! { l 1 . i t 1 i • S 64 J9 22 S 5L 46 5o r t�( 5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL LCT 5 BLOCK THREE CONSIST OF 1.49 7 ACRES IN .TOTAL: VOL. 8989 PG. 39 60 ALL )TIL(TY UTILITY EASEMENT T C' S MUS BE .L_ ERRED OF ALL .BRUSH AND TREES, ADJ #5 &JESSICA RICHMOND { 0.326 AC TEMPORARY I { _0 %a t t SECTION ! aEC TI Nt 120 -_ .. IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED. LOT 4, BLOCK THREE 4 M EMERGENCY ACCESS , ! ___,-_.__. ! :: ) -- PHASE THREE StuALr". 1" - 60' �lOL. 11495, PG. 60.._ _ FASF.ME 7, UNLESS OTHERWISE ERVI SE NOTED PUBLIC UTILITY EASEMENTS. LOCATED AN #6 MARIA L. ROBINSON t ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC LOST 3 BLOCK THREE 0 ----- G d UTILITY. EASEMENTS ARE 20' WIDE CENTERED ..ON THE COM -MON REAR _ VOL. 9396, PG. 207: PROPERTY LINE OR WHOLLY CONTAINED AINED (hi SINGLE ROW PROPERTIES � _----- - 1C 8: SHOWN SECTION - -- 5, . P 2 RASE rsr%1 ILIM a r3at t ee-e� UUUN'uAr T CLURVE DATA L1 N 81'40'20" t4r 50.00' CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C 205.00' 28.66' 8'00'36" N 12°19 58" E ZR F4' C2 608.78' 71.95' 6.'46'17" N 23°35'08" E 71.90' C3 25.00' 4.40' 10'04'44" N 28°38'56" E 4.39' C4 75.00' 20.3.3' 15'32'02" N 31"22'35" E 20.27' � t & t 10� P.U,E. 10,t PRIVATE SECTION- �, I�I'IASE � INTERNAL CURVE DATA _ _ __ A E DRAINAGE EASE V 10 PRIV T I A EME(T CURVE g RADJUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH 1 C1 7 �. QO 0. ' 6 39 46 08 03' N - -- 62"12'.5 t" E r -•- C2 _., 25.00'3 9. ' 27 90"00'00'j 0 -N40-16'39" E 35.3 ' 6 r:3- r- nq' J._� _7" 0304'58'34" hJ W - , A' w.0.. C4 7 65.00` r a09` „ 0'30'27 S"57'21" - E 5.09' C5 25.00' 39.27' 90°00'00'. S 49'43'21" E 35.3E C6 _.. F �.00' 16.09'. 36°52'12" hI 66°50'33" E 15.81' C 7 50.00' 239.67' 274°38'20"S_ 5'43'37" W 67.79' C8 .25.00' 25.21' 57°46'09" N 65°50'17" Ute 24.15' C9 25.00' 39.27' 90°00'OO" S 40°16'39" W -35.36' ' C10 205.00' 46.69' 13°03'01" S 1'48'10" N! 46.59' �- C11 155.00' 35.30' 13°03'01" N 1'98'10" E 35.23' 012 25.00' 39.27' 90'00'00" N 49'43'21" W 35.36' GIS L5.00 nn L O.J6 64 J9 22 S 5L 46 5o r t�( n 20.86' SECTION 5 .~ , ,I PHASE 2 1 BOUNDARY I'dE .DATA 8: SHOWN DISTANCE L1 N 81'40'20" t4r 50.00' L2 N 20"17'16" E 46.64' DIMENSIONS INTERIOR TO THE LOT, ALONG CURVES,- BEGINh111t1G 50.51' ` L4 1\I 50"51'2d -' W 20.00' WITH „A=» ARE ARC LENGTHS. ✓ l 1 ! t / 9. THE INSTALLATIONOF STREET LIGHTS WILL BE REQUIRED AND INSTALLED � �• + - :.-�-'�;. " i ' 1 i y E� IN ACCORDANCE WITH SECTION '8-.2.N.20 OF T HE CoCS UNIFIED : 7t DEVELOPMENT ORDINANCE. � ,,�• ,, = t` t' I t & t 10� P.U,E. 10,t PRIVATE -- _ _ _ __ A E DRAINAGE EASE V 10 PRIV T I A EME(T GOCS .SPS _ t MARKER: c i t t _ / { , EASEMENT t 1 SEE MOTE i SECTION 5 .~ , ,I PHASE 2 1 BOUNDARY I'dE .DATA LINE- BEARING DISTANCE L1 N 81'40'20" t4r 50.00' L2 N 20"17'16" E 46.64' 1-3 - N 69-42'44'.' ,tot 50.51' ` L4 1\I 50"51'2d -' W 20.00' \ i 1i \ P _ f \ _ 1YOT TO SCALL ✓ pp J Gf Ll M !� f CREEK MEADOWS: SECTitON .5 PH. 2 ft t MA P ' NOT TO SCALE v� COMMON AREA TABLE AREA ARE100% ENCUMBERED LABEL (ACL' BY EASEMENT 00 - LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 1-6, BLOCK N0. 134 ,BEAR,, - - -- 4&LOT 1-7 e > ss i t ! f r BLOCK 8 & GOMON AREA 00 . 7 `, I i / ; i ab �'° N 48 _ . 42 7i i _ 00 f5' \ 1.008 AC ' 10 P.U.E. & 10 t ! 49 � �. i ; i /4.00 - -? \ TEMP - THE. CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE � Y,; _,: r � TEMPORARY t y { t t ao T ,i _t PRIVATE DRAINAGE 4. - - - I - OBSTP.UCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, STOP,AGE �4h. t i ! i i 1 ? _ - '� €� f �L_DRAit{AGE EASEMENT v1ENT [ BUILDINGS, ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED l i EASEMENT (SEE NOTE i t } 74 -pp - _ - - y r � � a ~ �. (SEE FINAL, PLAT I f► .�. 1440,05 so.o2 _ _ , 1� ,. AND SHALL BE REMOVED BY THE HOA, IF REQUIRED, AT THE OWNER'S F i / #10} 0 39 E ; p,p0 � -- I t to 7xv MOTE 11` ! Cal c ° 54. 5IT EXPENSE. i / i 0 : C:- n ' �{ I� a!1 r t� , 80.7U _ -C,3_ r• 1 y r THE PROPERTY OWNER. WILL ALLOW THE HOA ACCESS TO, AND IF 1 t ' N �? - 2 c G„J�r �� -'x A 66 t 01 N g +�' o o_ P.U.E. PUBLIC UTILITY EASEMENT NECESSARY, MAINTENANCE 0. THE P,i ✓ TE DP.fiiNr GE EASEMENT. 80^ _ o 0 6 _ _ N 3 , t �� �° 8'0:66 _� -` , -- ' P.A.E. PUBLIC ACCESS ESMT. Tric PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING r1 ?0.76 - t I c't o a Co o „t - i o (ry ' >� 5 r,t r !/\4\/ h ♦�, , " HEALTHY LAWN IN THE PRIVATE DRAINAGE EASEMENT. - 75:05 -- - i t t til ¢ a ✓ x <n'' ;t- t `�' ! I4'i PR, A, -E, PRV, ,: ACCESS ESMT. t r 1 N �' _ J L_ bl oo �� PR.D,E. PRV. DRAINAGE ESM 1.1. PRIVATE DRAINAGE &. DETENTION EASEMENT: t ut '' o i J/ ' - o ;'r! r ; J _ � 6 cn ! i d rj d j r t 1 9, P I F 5 4p' � �. � / � !moi \ 7�. � i i .. THE PROPOSED DETENTION FACILITY POND 8 AND THE VARIABLE WIDTH p _ o d - 5� "'� ! N t ct { �. t I .l 1 n\ 4�� i d o ct o 4 v, t t l p v, l 1 t i i ,] _ ,� r yti 0, w r,,Io 8 z p_ t� _ P s 1; PRIVATE DRAINAGE EASEMENT FOR THIS DEVELOPMENT' IS TEMPORARY AND 1 ` d 3 N t rn ' i a ! ! _ _ S 10' P.U.E. j r� , o _ o tr o �� , WILL BE REVISED WITH FUTURE PHASES. THIS DETENTION FACILITY WILL BE nt cn !�i z 4 j , ! �tx 0 f 5,00 la ..-►1 5.00' I j �,! �! t TYPICAL SID \ -4 _ 74.00 74 m' \ COMPLETED WITH THE CONSTRUCTION OF SECTION !, PHASE TWO. r0 t - �' EASEME(IT i I - p G u 1 Crl W ;,i' A ,> { t _ _ - -- . -`' '` 55.00 r 4.0 9v9. 0 f C� N� ! i SEE DETAIL _ . J N t- CS N 8516'39" E-_° ° T o� r w � PF?OPER'TY HOMEOWNER'S ASSOCIATION (HOA i v> t t - -'� : _" _ -_ 61.56' G0 LINE - !r _ L _.__ _._ I TiMBER CREEK LN28 / .� ! , I 1r1:lp I. BUILDING SETBACKS SHALL BE (N ACCORDANCE URDANI t +Ar? I H THE 110 PDD s , REZONING PEP. CITY ORDINANCE #3079_ THEY ARE GENERALLY AS � A=13.57" _ J 80:66' LO P.U.E. FOLLOWS: _ - 80.66, 80.66 >~. r ( 15 P.U.E. 67.27 N 85°i 6'39 E-451.51' GREEK LN. S 8516'39' W-13:53' L8 c, n n TIMBER 36.53 i _ � : , � .+td. ., o, 95.00 � � 20' P.U.E. i _ ,,.0 } c L SINGLE FAMILY MULTI -FAMILY � ,/ .��'• TYPICAL SIDE (oC) ��.� -'! -- t` -` ___. � �'' �'`'"� / p' G1 EASEMENT—\ 50.43 - t �'`..�� �, - - FRONT 20' 15' L4 , ,> » 77.50' _ \1, / STREET SIDE 15 15' SEE DETAIL A \ 584.44' n { t-, ` S 8� 16'39-' W- r --r ori 77.50` i` -` �" ��" � � i 1 � �` . Q P'���• 'J �A,>. � f, ,�'\'�� � 1 O.00' .{ rJ' _ - _ - -1t - P.U.E. 5' S, r,. u _ _ _ - o , ca 1 SIDE �4 4 _ ! t r o - 77.50 jj REAR 20' 20' 7.50: 77.50' - _ 1 - --} ! (`_ ! { 1 i , d o 251 ! J ! r Ld o 59.0' - III Uj x-15' P.U.E. ! t 2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED Z � - - - 'f (� t i 1 � - �' - �- � 4 =- '� a � AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY !_ `VE o 1�5) �i-o s"' q �� L _ 5 85'16'39" +N_ y �� t j� tom*\\-R.O.W.i ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS �� ! 14 d"tN ~' N o -t cn _ 27 f LINE ( =!o r> 1,to X13 iv t �yct 16 t.+. f i �r 26 co. - / i o 0 INDICATED (hl THE COPrIMOi! AREA TABLE. re , , , 1 s iy i L co1 TYPICAL SiDE of - 0 - > 1 ✓FA 3 t 1) ! `a ! v �n c5 " 6 c, 20' P.U.E.-- �' �1 (� yy �. o + EASEMEP.II t "A" P $:1SIDE . 10 d' " cv o z `r N V I ! i IY] �; .i ;�' ! f „ �' 3. H.0_A. EASEMENT ACTIVITIES AND/OP, iNFRASTRUCTURE WILL BE t r, � � � � ! � o �; i SEE DETAI A Y .I DETAIL EN T REFERENCED IN THE COVENANTS, CONDITIONS, APlD RESTP.ICTIONS "' a _ _ `� J J n 24 r wt _ OF THE � , `~ - r� kk o 10 P.U.t. t t € ! - - - - - 81;,43' , t = t j �` SUBDIVISION. % a t _ - 50 („ % \ 10' P.U.E. r N T. ! t __._ ^ .._. ---, - -' 77.50'. S. ` 1• � � - _ 77. Dc ,r cc7 4. MAINTENANCE OF THE - WATER , i - t _ 4, SYSTEM WILL BE-., WELLBORNI,ELL30RP1 S.U.D. t u z MHI � r 5 z _ NTE! ANCE OFNow ...- __ ! THE PAVING, RA(1 AGE SIDEWALKS AND SANITARY _ .� i A TAR Y SEWER � - 0 _ SSI _ ss _ _.... _.._ 77.5 _ � a i L - 8516 39 t - SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE `THE SYSTEMS ARE 135.48 S 38 / { } S8 ACCEPTED BY THE- _ g 9 / CITY OF COLLEGE_ STATION. MAINTENANCE 1 t 10 P.U_E.113.74? j Eh ANCE OF THE I I ,_ , � �. PRIVATE DRAINAGE ;AND DETENTION FACILITIES, COMMON AREAS (WHICH t ! t (8989 9) t I ! ! ADJ 8 1a INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PAP,K ! I ! ADJ 7 15 P.U.E. ADJ 9 } 1;t" ,� U/ CERTIFICATEt= t t /r` LIGHTING WILL .BE THE CREEK MEADOW H.O.A. r t (A�DJ�& t J (8989/39) O - �F SURVEYOR L YOR ADJ 4 t ADJ ! `� --� 5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THEi ADJ 3 ! II 1 898 10' P. U. E. STATE OF TEXAS t ADJ 2 � 1 I FULL RESPONSIBILITY. OF THE CREEK MEADOW H.O.A. ( 9/39) � ADJ 1 ! ` + COUNTY OF BRAZOS' CONSTRUCTOR! STANDARDS & NOTES: 1. WELLBORN SPECIAL UTILITY. DISTRICT WILL PROVIDEW t ! l I ;R P i' P WATER/FIRE SERVICE ! /' BRAD HCP_ R_gts ersd Professional Land Surveyor No. 4502, m the State of Texas, hereb FOR THIS SUBDIVISION: A NEW WATERLINES ! t =� - l Y I_I_ hJ_ WILL BE DESIGNED AND ! , t ! � _ � certify that this pia{_ts true and correct and was prepared from an actual survey of the property and tha pr -o ert • markers and monuments w CONSTRUCTED TO THE LATEST B j`CS UNIFIED DEVELOPMENT GUIDELINES, ! P Y were placed under my supervision on the ground. STANDARDS, AND SPECIFICATIONS. THESE WATERLINES WILL BE LOCATED IN SECTION 5 ,A.'`\. Ca' W THE 15' PUBLIC UTILITY EASEMENT AT THE FROhJT OF THE RESIDENTiAL � OF PHASE t�FPASEIE NOW OR FORMERLY THESE WATERLINES WILL PROVIDE THE REQUIRED FLAWTO FIRE SOUTHSlDE RANCH LLC (VOL. 8993, PG. 20HYDRPNTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC VOL.• 89$9r PG= 39q STUDY WILL BE PROVIDED ILLUSTRATIkIG SUCH. _✓a,, t,zt 1 ! (CALLED 50 ACRES} E3111 -U), KERH t 2. THE PROP t OSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION �� n t WITH CONCRETE CURB AND GUTTER INSTEAD' OFA TYPICAL RURAL SECTION, t4fiTH .OPEN OF?AIfVP.GE DITCHES. THE STQRRJWA,TER RUNOFF IN THE STP,EETS :. WILL BE CAPTUREDRPL� B KERR AND CONVEYED BY A STORM SEWER SYSTEM AND t ! I ! , JJ .4502 �? + ✓ DISCHARGED INTO t. EXISTING OR PROPOSED. DRAINAGE SYSTEMS_ DETENTION J FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF. KERR SURVEYING, LLC 1 _ DISCHARGE- TO PRE -DEVELOPMENT RATES.. THE STREET AND DRAINAGE r � t I s � + SURVEYED BY, __ SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT t 1 1 t t { I ! 409 NORTH TEXAS AVENUE GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE t ! ! I t I BRYAN TEXAS 1 _. ___ __ _. _ _... _ . � t 1 � , A 7733 IMPROVEMENTS WILL �E INSPECTED AND MAIN IAINED BY THE CITY vF PHONE (979} -.3195 ) ?68 COLLEGE STATION. it I , ! - I I t 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL 6E BY MEANS OF A GRAVITY COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE _ _ ` ! PTLATEST B CS - �------ - -jL NAT / UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND - � - � I - ! � ! SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY - f ! _ t t i t JIL DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO t t ` , AN EXISTING GRAVITY SANITARY SEINER SYSTEM LOCATED WITHIN THE 1 t t ; ' t OF , _CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE A i� ri lA niL L.J L LSI r. 1 _ n t � nL N _ nlr _ i I SPECTED _. n t Ir _ AND :M .- . ,nl MAINTAINED AI ED BY THE -u TY OF COLLEGE _ __-- Y ..._ _, , : ,. LLEUE STATION: _ _ �..0 � t a i r �i , x a , �.... ' Til iCn s L. V ` _ . .._ ,._.._.^...� ......_ IV V V I `# -z n r `� TI r 1 S I/1{i 1r, h e i s I1rnVI- I'LANI`III` v� nl'�I%r �Vsysi'�Iv �QMIYIISSLOW MEADO Lr F s C n t-... k. _ ELEC S. Pu.7 FOR 71HIS SUB , ,SI .,u t t 7 3, - - -- -- - -----'-" : `-- rr. RI- PROVIDED Rr;Fn t�Y 1.. ..1._ , . _,F ,_ COUNTY OF � S _ _� - .. ,, - ,.,...,..... :.... ::.,.. _, .. , . STATE OFT i QC�•ht. TC�„C Ii,It 1Tt�� IG ,. tl TUC C 7 f T�I(`nt DISTRIBUTION SYSTEM hr + / - v .. EXAa ,,, _..,._, it i o -. `�E., 1..,,E D, , ! J ....I. . . I � _ � ✓ �, .�U Iii .J1.lTE1V1 WILL _ll. .L a..�.._,.. .. t ^-�--- - �, � - - �1 -_ .,hair t ' _ _ _ the Pla it i+- oet r - appeared Planning 7 ar-d Zoning 9 Before I:l.., rn� r:nu�r�tgneJ auuiur�r , °n u�ts Juy ersoria(I tN' � 3 TWO 11 1 1 1 "CTION 5 V Y p' y�_. kr own r0 Commission of the City of College St tion, hereby c � tha' the plot BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT COUNTY OF BP,AZOS me to be the person vrhose name is subscribed to the foregoing �� Y ) a tacn,ea pias was dui � � - - I o egoing Instrument, and aaknowied ed L Y LOTS 24-28, BLOCK TWO, LOIS 9-16 BLOCK THREE 9 ap ve by the Com iii on the -�--- d°)' °f -- ---- - ---� 20,_ � ' OF THE LOTS. ARID IRI- 10' PUBLIC. UTILITY EASEMENTS AS .REQUESTED BY to me that he executed the same for the purpose and consideration therein is �- _ BTU. I CREEK MEADOWS PAR TNE!{ t_. owner and developer o? the Ion sI ✓, on fi i� t�+ r,nrt LOTS 1 6, BLOCK FOUR & LOTS 1-7, BLOCK EIGHT designated r i_v.i. _.. i .. i F•- Given under m nn ,, II r, __ E C' g ted herein as rhe CREAK MEADOWS - SECTION 5 PHASE TWO Subdivision .to rhe Cit of y hand and seal on this _____ day of SUV U �_____ --- O=O8 - .OiVIMOl11 >t',t�EA & i :�I7 ACRE R:n:W: DEDICATION 7 kCR Y 20�t - Chat t `- TOT College Station, Texas; and whose name is subscribed hereto, hereby dedicate to the use of - AL = 7, t 64 ACRES CX. c ~ - _ ---_ATTEST: 26 LOTS the public forever all streets, ails P , y.-, parks, greenways, infrastructure, sassmsnts, and pablic I c' places thereon shown for the purpos and consideration therein expressed. All such - SAMUEL DAVIDSON SURVEY, A-13 „Y :,,.. _ eco �S\ c r „ V �, _` - dedications shall be e simple unle expressly provided otherwise. gid'• UNDSEY RO YN LID ICO -- _ GOL�Et�E SIATIO:N, BRAZO� COUNTY TEXAS ° R . ai �: a• Notary Public, State of Texas Secretary COUNTY, My Com , Isston tcxpi►es I LANDOWNER INFORMATION .- 'ur-` - °rEOFtE+' May�10, 2011 ,� - - : CERTIFICATEOr S, L.P, THE COUNTY CREEK MEADOWS PARTNER c /o OLDHAM GOODWIN GROUP, LLC Owner ubll County, State of Texas Own R o P" c 4 28 AS �; cv; r11 STATE OF TEXAS = �. OO rz t ! SOUTH TEXAS AVENUE ._ �iJITE 401 ` = CERTIFICATE OF CITY COUNTY of A7 - BRYAN, TX 77802 s � � ENGINEER BR ._Q, �` _ -�-=__ �, •. �Q • MA1L: Chris.rhodes@oldhamgoodwin.com - _ = - ;� c; ..,_ I -- - -- -- -----> Count Clerk in and for said „ ti » - �1i� __-_--____ Cit En ineer of the Cit f Colle e Sta ' - Y aid county, do f FII_ENALIE. Q 04FP1A SCALE: 1 =6Q 4 "1 _ tri i ..� �i �... r ,�. C r.; - __ r• - „ - e1 = _L r r,.. ;- P Y 9 Y g tion, hereby certify tha is lot together-r,y ith i s certificates of a j _ T_xas, hereby certify that this Subdivision Plat conforms to the rer ' P n py uthentica ion was filed for record r L _luir_ments _f the Subdivislon SUBMITTED DATE:, 2/5/14 r,.. ,�; - c _ in my office the ___ day of -,, � ) it. 4 :X:4 �: G - L F Regulations of the city of college station. n �r --- v- ----------- - 20� -, in the Deed 3800 SII No. 6 SOUTH., STE. 108G <77845> _ Records _f C.a_ C.nuntr/ Texas, in VOI e e - a, 7Pag_ POST OFFICE E n 9253 RtV(sI01�ls: 2 G.: . «, r , 7nC a_ I Im._ r- C ----- (; DRAWN BY: R.A.M. c ' - = o - r'' tty Engineer I WITH �� my hand and official Seal, at my office in COLLEGE STATION, Texas COLLEGE STATION, TEXAS 77842 ], City of College Station T CHECKED BY. BRAD HERR r+ � -_� � r. , _ _ (( `1.1 e21 i�l.,�r. cold County Clerk I VC FIELD BOOK: N/A PAGES: N/A r Br _os Count Texas OFFICE - 979 764-0704 Y, C ) RME CONSULTING ENGINEERS FAX '9701764-70 (04 CLIENT NO. PROJECT N.O. - �1 TEXAS FIRM RE, GIS TRA.TIONNo. -F-4695 0 050