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HomeMy WebLinkAboutDrawingsCERTIFICATE OF OWNERSHIP AND DEDICATION FINAL PLAT NOTES: STATE OF TEXAS GENERAL: 1 + 1 1 1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. 1 tl I COUNTY OF BRAZOS f 1 2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON I (we) CREEK MEADOWS PARTNERS L.P. owner(s) and developer(s) of the land shown on F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0200C, JULY 2, 1992 AND PANEL NO. this plat, and designated herein as the CREEK MEADOWS subdivision to the City of College 48041C 0205D, FEBRUARY 9, 2000. Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, infrastructure, easements, and public places 3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS 1 thereon shown for the purpose and consideration therein expressed. ESTABLISHED FROM GPS OBSERVATION. 1 1 1 r \� 1 � t t L_ O 40 SO 4. ALL PROPERTY CORNERS ARE MONUMENTED BY 5/8" IRON RODS UNLESS OTHERWISEFUTURE NOTED. 1 1 Owner(s) - u 1 SECTION 1A NORTH TUC.E ST SCALE: I" = 40' 5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 0.889 l PHASE THREE (50' R.D.W.) STATE OF TEXAS ACRES IN TOTAL. CoCS GPS MARKER 134 BEARS: 6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO N 69.14'27" W -- 1737.1 6' TEMPORARY FIRE SO 24 �0 » COUNTY OF BRAZOS LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE i' V TURNAROUND EASEMENT-- 9 ALLOWED. -VOL. _-_, PG. _- 76.06' Before me, the undersigned authority, on this day personally appeared 1 1 r� p0 1 (4,984 SQ.FT.) l �� known to me to be the person(s) whose 7 UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE �. name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE 1 f� \+' 1 rl "" -- =_ - �v1 he/they executed the same for the purpose and consideration therein stated. CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW Given under m da hand and seal on this PROPERTIES. [ ----- y of -----• - - - - - / -- - - lVsis. 111 r 15' P.U.E. - 8. COMMON AREAS "N" & "0" ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES. / ` 27.18 _ 46'170' c \ LO 0 / w __C22 ` 13 / � ' L01451 O / 9. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE R7 CV ._ A s'2 i %� r 1'7 (Q ARC LENGTHS. / � + �' � ---=/ 109.17, 9 - � ^' / / u� V 'SUTURE __ ___ � ----- M 10. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN / s-- - �� L ACCORDANCE WITH SECTION 8.2.A.20 OF THE CoCS UNIFIED DEVELOPMENT ORDINANCE. /SECTION 4 Notary Public, Brazos County, State of Texas ' PHASE FOUR �� --/ 19 O / - , / _ r - 20' P.U.E. HOMEOWNER'S ASSOCIATION (HOAR: 1 - - CERTIFICATE OF CITY ENGINEER 0; _ _ 15 P.U.E. /- - 1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY f _ _ _ ) ORDINANCE 3079. THEY ARE GENERALLY AS FOLLOWS: - - _ I, -__---_---_---___---, City Engineer of the City of College w - -60-SI,_ ------ CO - 0.. ;ow. - N 50' f Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of SINGLE-FAMILY MULTI -FAMILY iV x'58 17� W / 'i= -- 24'08 E 133 a /_-- the Subdivision Regulations of the City of College Station. / ' '- -- 1Q00' 91 N FRONT. 20' 15' / / STREET SIDE 15' 15' - _ -- w ._ r SIDE 5' 5' � L_ � _ ___ � City Engineer ---/ 9.58 w o / _ =1- oSv REAR 20' 20 !I 20' P.U.E. 7-_- -- -[ o City of College Station �c� --_/ _- W �O 2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED / ,-J 20 , _co- �� = =% �' -- APPROVAL OF PLANNING AND ZONING COMMISSION BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTILITY - O-, _- - t o w EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. � = _I --=-' �_ -. 15 P.U.E. n r o a) I, _-_---_- Chairman of the Plannin and Zonin r - �` 58"- ------- g g 3. H.O.A. .EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE _ 77 `,W r _, -- `--� 2 1 co o 15' 'P.U.E. Commission of the Cit of College certify that the attached plot s duly---- 0• -=�_ - - City g Station, hereby y acwaCOVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. --- 00 __ -- O c5'M approved by the Commission on the ---_ day of ��� ___ _ 20 _ 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE 15' P.U.E. O 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. Chairman 1l 21 ATTEST: MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS Qom---' O�- (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL f -Co�?'85-" -- --." Li; o BE THE CREEK MEADOW'H.O.A. -t �-w N 5024'09" E 66. ---6400- `_�� r Secretary _� _��- 15' 5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL =_.� S Sp•p6.41„ ):- _ SOU j -J S 50724`0;�,� -s9 RESPONSIBILITY OF THE CREEK MEADOW H.O.A. i - -� 71 41_ W - ��E ST N �I�J �27.69� G� CERTIFICATE OF THE COUNTY CLERK I ;-- - (50' R. 0. ) CONSTRUCTION STANDARDS & NOTES: I - J (=l "J STATE OF TEXAS -^ S 50 24' 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS I N - , w �`t_ G�ti -- ...._...09„ W 69.89 COUNTY OF BRAZOS SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE County Clerk, in and for said county, WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF I LO do hereby certify that this plat together with its certificates of authentication was filed THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE L* 10 M1,1POMMON - - - 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 Q LOT NUMBER Q BLOCK NUMBER Q COMMON AREA I I P.U.E. L6 S 29'08'10" I� 39.47' III S 49'01'43" 28.23' ®_�■-1- 0 -_ ''" E 80.0' N 405817 �0 0 2 - 52.85' L9 is- .� o { = _ ���s�0L4 _o L10 i .U.E. PU 3 LIC UTILITY EASEMENT P.A.E. PU 3 LIC ACCESS ESMT. R.A.E. PR �. ACCESS ESMT. R.D.E. PR DRAINAGE ESMT. �` nAg 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 Q LOT NUMBER Q BLOCK NUMBER Q COMMON AREA I I P.U.E. L6 S 29'08'10" COMMON AREA 39.47' for record in my office the _-_-_ day of 20__-, in HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL 1'i) :9.17 I- -- , 22 9.17',- the Deed Records of Brazos County, Texas, in Volume --_, Page BE PROVIDED ILLUSTRATING SUCH. . I _ S 45''36" W J - --, 31 OCO -- _ WITNESS my -hand- and official -Seal,--at.-my-office in Bryan, Texas._ _._ _ T._ 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITHS� y-- 110.00' --SEC-TION-WITH-_ y I; CONCRETE CURB TT AND GU ER INSTEAD " OF A TYPICAL RURAL OPEN DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND I w�-) _1 N--'- V t EF TYPICAL SIDE h _ '� w J CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED Count Clerk � vI EASEMENT - `�' = o Brazos County, Texas DRAINAGE SYSTEMS. DET NTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK I N °No =- SEE DETAIL "A" I_ a a°po - - .._- --�'- t-- + I AI RUNOFF DISCHARGE TO RE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM ( m &_'M ___ �_ J S 45'22'36" yy I cv- N + + I + + J I_ _ WILL BE DESIGNED TO E LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, • r_ -`I - �- N - -[" "-` 110.00' �« "� I .� I I i + ! OUI AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND I �-� 23 _) ___ _ - _ _ MAINTAINED BY THE CITY OF COLLEGE STATION. j _ - j - ? ` - - r _I BF ___� L N is J N 45'22'36" E _ W I - i I f rti 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY I Z ;r _ ' - - - -._ _ - = c� 30 I_ o t I i op COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED _ _ _ �'I 110.00' =�-y - = UO I ou DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION T . _I - SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP I =I WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE_ CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND 24 (_. = _ N 45'22'36" E MAINTAINED BY THE CITY OF COLLEGE STATION. I ---.-� O _ --- - - ej- _� + -1 110.00' }- 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS j -4 - w --- -A-4.71' - �'-_� 20' P.U.E. +_: N tan ( - - - _ 1 I I - _ A[ UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15 I ---' - 1_ M_ N I - - PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC - - S 45'06'57" - A-4 21'_ -- I j ,------ W I _ UTILITY EASEMENTS AS REQUESTED BY BTU. FUTURE =� 110.00' �i. _ =N -'I 29 I SECTION iA I ! SECTION 4 J= + PHASE FOUR1 1= "'= j I� (VOL. PHA SE I �__ N' S 43'1105„ W J + - I~ - I 1 I a' t+ 15' P.U.E. 110.22' I- -+ ' LINE 5.00' 1 5.00' -i TYPICAL SIDE - - - - - { DISTANCE L1 `~- I - { I , + S 4113'07' W- ��""-.- - i jj-! EASEMENT (_ _ w Q Q-{ SEE DETAIL "A' FF_ PROPERTY L2 110.00' L A=3 99 :_ - o ,/^LINE O 50.00' L3 �NI (D 38.63' L4 S 40'58'17" W 35.00' 10.00' 15' P.U.E. R.O.W. LINE S 49'5346" I I for record in my office the _-_-_ day of 20__-, in HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL 1'i) :9.17 I- -- , 22 9.17',- the Deed Records of Brazos County, Texas, in Volume --_, Page BE PROVIDED ILLUSTRATING SUCH. . I _ S 45''36" W J - --, 31 OCO -- _ WITNESS my -hand- and official -Seal,--at.-my-office in Bryan, Texas._ _._ _ T._ 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITHS� y-- 110.00' --SEC-TION-WITH-_ y I; CONCRETE CURB TT AND GU ER INSTEAD " OF A TYPICAL RURAL OPEN DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND I w�-) _1 N--'- V t EF TYPICAL SIDE h _ '� w J CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED Count Clerk � vI EASEMENT - `�' = o Brazos County, Texas DRAINAGE SYSTEMS. DET NTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK I N °No =- SEE DETAIL "A" I_ a a°po - - .._- --�'- t-- + I AI RUNOFF DISCHARGE TO RE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM ( m &_'M ___ �_ J S 45'22'36" yy I cv- N + + I + + J I_ _ WILL BE DESIGNED TO E LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, • r_ -`I - �- N - -[" "-` 110.00' �« "� I .� I I i + ! OUI AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND I �-� 23 _) ___ _ - _ _ MAINTAINED BY THE CITY OF COLLEGE STATION. j _ - j - ? ` - - r _I BF ___� L N is J N 45'22'36" E _ W I - i I f rti 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY I Z ;r _ ' - - - -._ _ - = c� 30 I_ o t I i op COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED _ _ _ �'I 110.00' =�-y - = UO I ou DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION T . _I - SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP I =I WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE_ CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND 24 (_. = _ N 45'22'36" E MAINTAINED BY THE CITY OF COLLEGE STATION. I ---.-� O _ --- - - ej- _� + -1 110.00' }- 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS j -4 - w --- -A-4.71' - �'-_� 20' P.U.E. +_: N tan ( - - - _ 1 I I - _ A[ UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15 I ---' - 1_ M_ N I - - PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC - - S 45'06'57" - A-4 21'_ -- I j ,------ W I _ UTILITY EASEMENTS AS REQUESTED BY BTU. FUTURE =� 110.00' �i. _ =N -'I 29 I SECTION iA I ! SECTION 4 J= + PHASE FOUR1 1= "'= j I� (VOL. PHA SE I �__ N' S 43'1105„ W J + - I~ - I 1 I a' t+ 15' P.U.E. 110.22' I- -+ ' SECTION 1A, PHASE 413 LINE DATA LINE BEARING -i TYPICAL SIDE - - - - - { DISTANCE L1 `~- I - { I , + S 4113'07' W- ��""-.- - i jj-! EASEMENT (_ _ w Q Q-{ SEE DETAIL "A' 50.00' L2 110.00' L A=3 99 :_ - 1- - - - _- 15 P.U.E. I 50.00' L3 -4.47' { (D 38.63' L4 S 40'58'17" W 35.00' L5 S 49'5346" W 44.23' L6 S 29'08'10" E 39.47' L7 S 49'01'43" 28.23' L8 0 -_ ''" E 80.0' N 405817 �0 0 2 - 52.85' L9 is- .� o { = _ ���s�0L4 _o SECTION 1A, PHASE 413 LINE DATA LINE BEARING DISTANCE L1 N 56'06'44" E 50.00' L2 S 39°35'51" E 50.00' L3 S 49'01'43" E 38.63' L4 S 40'58'17" W 35.00' L5 S 49'5346" W 44.23' L6 S 29'08'10" E 39.47' L7 S 49'01'43" E 28.23' L8 N 49'11'21" W 52.85' L9 N 49'01'43" W 49.94' L10 N 29'08'10" W 40.96' L11 N 49'01'43" W 49.94' L12 N 40'58'17" E 23.34' L13 N 40'58'17" E 11.01' L14 S 18'44'22" E 1 29.91' 00 `-` - .___ ___ __ _ - _ SECTION 1A, PHASE 4B CURVE DATA I C7 "_ � 5 40'58' 17" W 80.19' I - _ �' L13 ILA CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH 20' P.U.E. 1 I I �' _ -{ I�� - C1 575.00 12.12 1'12'27" N 33'17 03 W 12.12' tj- -- _ Q_ C2 15.00' 25.06' 9542'35" S 81'44 34' E 22.24 i Z C3 25.00 41.59' 95'19'22 S 81'5610 E 36.96 0 C4 25.00' 36.95 84'40 38" S 08'03 50 W 33.68 C5 15.00' 23.02 87'54'43' S 85'38 29' E 20.82 { -1 I 27 \ o ;� t C6 609.00 31.23 2'56'16" S 43'09'16" E 31.22 0) r I C7 1059.00 81.42 4'2419 S 46'49 34 E 81.40 -- ��- C8 15.00' 23.56 90'00'00" S 04'01 43 E 21.21 FUTURE o __{ 15' PR.D.E. �_ 0 �. �' C9 625.00 53,32' 4'53'18" S 31'26'37' E 53.31 SECTION{ 4 --__I P�1. / 0 - - _ C10 575.00 31.08 3'05'50' S 30"41'05" E 31.08' / -- _ - _ a _ �•- - -- - - y' ` ` C11 25.00' 42.48 97'21 51 S 80'54'56" E 37.55 PHASE 3�1 -- -1- -- -- - - -' - �/� ` % O C12 25.00 40.61' 93'04 30' S 03'51'54" W 36.29' 24.29'i ----100.30' C13 575.00 19.58 1'57 03' S 4338.52 E 19.58' ' X9.94-1 100.00' -' C14 875.00 67.28 424'19' S 4649'34" E 67.26 C15 25.00 30.77 70'31 44 S 84'17 35 E 28.87' L� S 40.58 '1 7" W 200.30' ( - C16 50.00 214.78' 246'07'01" S 03'30 04' W 83.81' - 3C C17 925.00 71.12 4'2419 N 46'49 34 W 71.10 ----- F- C18 625.00 168.94' 15'29'14" N 36'52 47' W 168,42.30 1_5y C19 575.00 35.57' 3'32'39 N 30'54'30' W 35.56 O y C20 15.00 22.41 85'3518 S 83'45'56' W 20.38' C21 15.00 23.56 90'00 00 S 04'01'43" E 21.21 N 20' WIDE R.U.E. I FUTURE I + I C22 200.00' 7.30' 2'05'33" N 30'10 57' W 7.30' i 0.543 ACRE VARIABLE i C23 735.00 198.67 15'2914 S 36'52'47 E 198.07 VOL. y PG. t SECTION 4 WIDTH P.U.E. I C24 1035.00 79.58' 4'2419 S 46'49'34' E 79.56 F VOL. PG. -_ C25 15.00 23.56 '00 90 00 N 85'5817 E 21.21 A `PHASE 3B 1 I I C26 15.00 23.56' 90'00'00' N 04'01'43 W 21.21 i I 1 I C27 15.00' 1 20.82' 79'3219 S 10'37'59' W 1 19.19 E . 'P. DETAIL "A" SIDE EASEMENT N.T.S. E OF SURVEYOR- iERRRegistered Professional Land Surveyor No. 4502, in the State of Texas, hereby th t tis plat is true and correct and was prepared from an actual survey of the y nd, 'hat property markers and monuments were placed under my supervision on the LS No. 4502 KSSURVEYED BY: KERR SURVEYING, LLC -505 CHURCH STREET, P.O. BOX 269 COLLEGE STATION, TEXAS 77841 PHONE (979) 268-3195 IF A P AT OF MEADOW�1._ SECTION IA, PRASE 4B LOTS 19-31, BLOCK 1 LOTS 1-2, BLOCK 2 1.126 AC. COMMON AREA 2, 0.889 AC. ROW DEDICATION Q� Q TOTAL=4.704 ACRES SAMUEL DAVIDSON SURVEY, A-13 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: MAY 23, 2006 CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. 3988 GREENS PRAIRIE ROAD COLLEGE STATION, TX 77845 OFF: (979) 690-8833 FAX: (979) 690-6214 r EMAIL: toddOcreekmeadows.net �J'tSU,I'f'(�'1 E (r1G'et^S FILENAME:0316FPlA SCALE:1"=40' S AMIST LANE <77545> SUBMITTED DATE: JUNE 30, 2009 FF10E BOX 9253 REVISIONS: EGE STATION, TEXAS 77842 DRAWN BY: A.J.B. fficivil@irmengineer:com CHECKED BY: BRAD KERR FIELD BOOK: N/A I PAGES: N/A CE - ( 79) 690-0329 RME CONSULTING ENGINEERS - 79 690-0329 CLIENT NO. PROJECT NO. ,S FIRM REGISTRATION No. F-004695 202 031 6 to IFl6--j or , No C�MroMkr4 • (rot CERTIFICATE OF OWNERSHIP AND DEDICATION FINAL PLAT NOTES: ! I ' STATE OF TEXAS GENERAL: i 1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. f r COUNTY OF BRAZOS � , r 2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON I (we) CREEK MEADOWS PARTNERS L.P. owner(s) and developer(s) of the land shown on F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0200C, JULY 2, 1992 AND PANEL NO. this plat, and designated herein as the CREEK MEADOWS subdivision to the City of College 48041C 0205D, FEBRUARY 9, 2000. _ _ _ J Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, easements, and public places thereon shown 3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS for the purpose and consideration therein exp sed. ESTABLISHED FROM GPS OBSERVATION. ! ' 4. ALL PROPERTY CORNERS ARE MONUMENTED BY 5/8" IRON RODS UNLESS OTHERWISE ' + NOTED. ' r Owner(s) --- ! ' �`� W5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 0.889 STATE OF TEXAS ACRES IN TOTAL. CoCS GPS MARKER 134 BEARS: r ! 6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING No N 69.14'27" W - 1737.16' COUNTY OF BRAZOS LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE Before me, the undersigned authority, on this day personally appeared ALLOWED. ! known to me to be the person(s) whose �. names) is/are subscribed to the foregoing instrument, and acknowledged to me that 7. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE . he/they executed the some for the purpose and consideration therein stated. 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. _ i� Given under my hand and seal on this _-- day of -_-__-_---_--, - _ _ -- - A 20 8. COMMON AREAS "N" & "0" ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES. / 27 9g' 46'17" ! 9. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE /r J Q? N'� -�C22 r�V�29i r ARC LENGTHS. / ''&d- ii / 10 9. 17,v7 UTURE ---/ - -------_-_ 10. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN /SECTION- 4 ►� � - ---------- ACCORDANCE WITH SECTION 8.2.A.20 OF THE CoCS UNIFIED DEVELOPMENT ORDINANCE. = tri Notary Public, Brazos County, State of Texas � 0 _ - . _ PHASE -FOUR NOMEOWNER'S' ASSOCIATION (HOA): CERTIFICATE OF CITY ENGINEER N`: / 15 P.U.E. 1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY ORDINANCE# 3079. THEY ARE GENERALLY AS FOLLOWS: City Engineer of the City of College 605, =- Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of SINGLE-FAMILY MULTI -FAMILY / •iv 9.58' rr+ W=" the Subdivision Regulations of the City of College Station. FRONT 20' 15' J STREET SIDE 15' 15' Cl/' City Engineer---------- SIDE 5' 5 / y�N� / 9.58 ., (b- City of College Station REAR 20 20'/ 20 P.U.E. - tr 2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED / �/ 20 co- THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTILITY APPROVAL OF PLANNING AND ZONING COMMISSION EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. o - 01 SS�, Chairman of the Planning and Zonn ---- �`•' � -.9 5g" ------------ ---- g 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE J -- W Commission of the City of College Station, hereby certify that the attached plat was fdu y COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. -/ 110'00' - y approved by the Commission on the ---_ day of __---_--- _-, -. ` ---�- 20 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE I ,� PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF Chairman - COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION. !► ___� 21 ATTEST: MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS) PEDESTRIAN ACCESS WAYS AND PARK LIGHTING WILL I -' r r! Co I � r 0 40 80 FUTURE SECTION 1A NORTH TULEsT. SCALE: 1" = 40' PHASE THREE (50' R. 0. W.) 01p '15' P.U.E. I o ' cn 1 Z O o j u O O O M 7 10 15' P.U.E. _--_---_---__ BE THE CREEK MEADOW H.O.A. --�_ v N 5024'09" Secretary 5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL 50'16'41,,I SOUTH j' RESPONSIBILITY OF THE CREEK MEADOW H.O.A. I __( `' - - W �_ =50H R O �E $T CERTIFICATE OF THE COUNTY CLERK I =1 110,00' - `�" _ j CONSTRUCTION STANDARDS & NOTES: STATE OF TEXAS j S 50'24'09,, 1 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS I _-_ _J j G�0 W 69.8g, SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST COUNTY OF BRAZOS B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE - -- I, --_- ---_--_--_, County Clerk, in and far said county, WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF do hereby certify that this plat together with its certificates of authentication was filed THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE I Q HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL -9.17' for record in my office the _- _day of _ 20--, in the Deed Records of Brazos County, Texas, in Volume - Page - R_. BE PROVIDED ILLUSTRATING SUCH. 1 i== S 45°22'36" W- �1= 31 O1 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH (- a _ WITNESS m hand and official Seal at m. _office_ in -Bryan, -Texas_ & Ste. 11 ----_- 0.00' - I- _ _ J I _ - _ __ = - CONCRETE CURB CURB AND GUTTER 'INSTEAD OF - A TYPICAL RURAL SECTION WITH OPEN v .m. _- 70:=_ J--- _____ DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED ANDJ �j- TYPICAL SIDE 'i]�- County Clerk -- _ CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED - - - ! - (v" -Co o J EASEMENT DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK Co o J__�= °a -� J== Brazos County, Texas I � N � =.J SEE DETAIL A i ©_ Co � _'_ -=� S 45'22'36" W - RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM M co _' J _- M ao ---_------ - - - I_ _ WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, I M - f o N_j 110.00' ___.__ - - AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. f J l C'w `li- - _- N 45'22'36" E ! _ N Q" 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY I z �t - -� J 110.00' COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED _ DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION _ i SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP I =j - z --j WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND �' 1 j 24 J . N 4522'36" E I _ MAINTAINED BY THE CITY OF COLLEGE STATION. - " ` ----- 110.00' 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS 1 - ^� _= - A=4.71' --I 20' P.U.E. J� 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 _ - I _-J S 45'0_6'57" W A=4.21'_ -J UTILITY EASEMENTS AS REQUESTED BY BTU. _ _ -t FUTURE _--J 110.00' ✓`- _ _-_ ' ;J 29 SECTION' 4 PHASE FOUR Ir S 43'11'05" W - _ _ 15' P.U.E.- Q� \�A�1� }I W -"� _= TYPICAL SIDE i" �1'�i I _ `rt{ - _` I --- EASEMENT �t S 41_13'07" W_ „- _ �' Q _I 15SEE DETAIL "A„ 110.00' L'= _.= - .-_ _ ' P.U.E.- �� �j ✓� ° } A=4.47' _j 00 nu S 50.2409, 57 99; on N W 127.69, J N 50.24090, e 76.06 !, COMMON BUILDING SETBACK LINE � 8G PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT 4 PUBLIC ACCESS 'ESMT. P.A.E./--.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE S 40'58'17" LOT NUMBER PIN BLOCK NUMBER Q COMMON AREA .. P.U.E. I S 29'08'10" COMMON AREA ........... L7 I S 49'01'43" E t ISI® 11®I® W 52.85' L9 N 49.01'43" W 49.94' R.O.W. LINE N 29'08'10" W 40.96' L11 N 49'01'43" W 49.94' L12 N 40'58'17" E 23.34' U.E. PUBLIC UTILITY EASEMENT A.E. 'SUB �'IC ACCESS ESMT. P A.E. RV. ACCESS ESMT. PI D.E. PRV. DRAINAGE ESMT. SYMBOL & LINE LEGEND COMMON BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS 'ESMT. P.A.E./--.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE S 40'58'17" LOT NUMBER Q BLOCK NUMBER Q COMMON AREA .. P.U.E. I S 29'08'10" COMMON AREA ........... L7 I S 49'01'43" E 10.00' 15' P.U.E. ISI® 11®I® W 52.85' L9 N 49.01'43" W 49.94' R.O.W. LINE N 29'08'10" W 40.96' L11 N 49'01'43" W 49.94' L12 N 40'58'17" E 23.34' L13 N 40.58'17" E 11.01' U.E. PUBLIC UTILITY EASEMENT A.E. 'SUB �'IC ACCESS ESMT. P A.E. RV. ACCESS ESMT. PI D.E. PRV. DRAINAGE ESMT. 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 S 40'58'17" LOT NUMBER Q BLOCK NUMBER Q COMMON AREA I .. L P.U.E. I S 29'08'10" COMMON AREA _ I -t Cfl I 0� �+ I C1 _ I _ 'r'-' , I 0 i I IT cV I C W 1 f i j c�e d. pr N t I I 'F I ' 1 FI SECTION 1A I 1 PHASE 4A I Q I (VOL. PG. I J F ---, ' -- - L--� } I I I I } I J l i } M - N 40'58'17" E 80.00' s Sm L4 i SECTION 1A. PHASE 4B LINE DATA i BEARING 5.00' 1 5.00' DISTANCE L1 N 5606'44" E 50.00' L2 S 39'35'51" E PROPERTY L3 S 49'01'43" E 0 LINE 0 L4 S 40'58'17" W �NI L5 S 49'53'46" W I .. L L6 I S 29'08'10" E ........... L7 I S 49'01'43" E 10.00' 15' P.U.E. L8 I N 49'11'21" W 52.85' L9 N 49.01'43" W 49.94' R.O.W. LINE _ I -t Cfl I 0� �+ I C1 _ I _ 'r'-' , I 0 i I IT cV I C W 1 f i j c�e d. pr N t I I 'F I ' 1 FI SECTION 1A I 1 PHASE 4A I Q I (VOL. PG. I J F ---, ' -- - L--� } I I I I } I J l i } M - N 40'58'17" E 80.00' s Sm L4 i SECTION 1A. PHASE 4B LINE DATA LINE BEARING E DISTANCE L1 N 5606'44" E 50.00' L2 S 39'35'51" E 50.00' L3 S 49'01'43" E 38.63' L4 S 40'58'17" W 35.00' L5 S 49'53'46" W 44.23' L6 I S 29'08'10" E 39.47' L7 I S 49'01'43" E 28.23' L8 I N 49'11'21" W 52.85' L9 N 49.01'43" W 49.94' L10 N 29'08'10" W 40.96' L11 N 49'01'43" W 49.94' L12 N 40'58'17" E 23.34' L13 N 40.58'17" E 11.01' L14 1 S 18'44'22" E 1 29.91' - ..- Co�Ul N i I o S 40'58'17" w 80.19' i_ =, l� N- -- - - - - - SECTION 1A, PHASE 4B CURVE DATA L1 N -_ W CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CI 20' P.U.E. { c�0= C1 575.00 12.12 1'1227 N 33"17'03" W C2 15.00' 25.06' 9542 35 S 81'44 34 E } Z - Q C3 25.00 41.59 95"1922" S 81'56'10 E 0 C4 25.00 36.95 84'40'38' S 08"03'50" W } O 53.32' 453'18" S 31'26'37" E 53.31 r 3'05'50 S 30'41 05' FUTURE =1 15' PR.D.E. 31.08' 42.48 o _ = _{ P� SECTIONj4 - '�1 ___--__---- S 80-54'56" E PHASE 3A1 z �_{---N 40.61 93'04'30' 24.29' ,19:9 100.00' W 36.29 L5 S 4005817" 200.30' 1-57'03" S 4338'52" 1 yr W 19.58' 67.28' 4'2419" S 4649'34" E 67.26 30.77 70",31'44" FUTURE 20' WIDE R.U.E. , s j IABLE VOL. PG. t SECTION 4 0.543 AC WIDTH RPU E 28.87 _-�, -_ E VOL.-, PG. 246'0701' S 0,3-30'04" PHASE 3B -_ 83.81' 71.12 14'2419 FAX: (979) 690-6214 53.32' 453'18" S 31'26'37" E 53.31 31.08 3'05'50 S 30'41 05' E 31.08' 42.48 97721'51' S 80-54'56" E 37.55 40.61 93'04'30' S 03'51 54' W 36.29 19.58' 1-57'03" S 4338'52" E 19.58' 67.28' 4'2419" S 4649'34" E 67.26 30.77 70",31'44" S 84'17 35 E 28.87 ?14.78 246'0701' S 0,3-30'04" W 83.81' 71.12 14'2419 FAX: (979) 690-6214 N 46'49 34 W 71.10 68.94 15'29 14 N 36-52'47" W 168.42 35.57 3'32'39" N 30'54'30" W 35.56' 22.41' 85'35'18" S 83'45'56" W 20.38 RT�FIt TE OF E '. DETAIL "A" SIDE EASEMENT N.T.S. OF SURVEYOR Q KERR R g,stered Professional Land Surveyor No. 4502, in the State of Texas, hereby that this plat is true and correct and was prepared from an actual survey of the rty or J th t property markers and monuments were placed under my supervision on the d. No. 4502 SURVEYED BY: KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 COLLEGE STATION, TEXAS 77841 PHONE (979) 268-3195 L­1MA P AT OF :�EK MEADOW, SEC T ION 1 A, PHASE 4B �! ( LOTS 19-31, BLOCK 11/ LOTS 1-2 BLOCK 2 (� 1 Z Z� 1.125 AC. COMMON AREA 0.889 AC. ROW DEDICATION TOTAL=4.704 ACRES SAMUEL DAVIDSON SURVEY, A-13 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: MAY 239 2006 i - CLIENT INFORMATION vs �10 CREEK MEADOWS PARTNERS, L.P. 3988 GREENS PRAIRIE ROAD COLLEGE STATION, TX 77845 - OFF: (979) 690-8833 FAX: (979) 690-6214 1 -tiny EJ inee.Y'S .J EMAIL: toddOcreekmeadows.net FILENAME: 0316FP1 A I SCALE:1 "=40' 91 SE i IST LANE <77845> SUBMITTED DATE: JUNE 30, 2009 REVISIONS: )STOFFI�E )LLE E STATION, BOX 9253 TEXAS 77842 DRAWN BY: A.J.B. CHECKED BY: BRAD KERR /TAIL: oivil@rmengineer.com FIELD BOOK: N/A PAGES: N/A iFICE (979) 690-0329 RME CONSULTING ENGINEERS ►X - (9, 690-0329 CLIENT NO. PROJECT NO. :XAS FARM' REGISTRATION No. F-004695 202 -- 0316 tow ] -Rev IeLAJ -7124 Cq