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HomeMy WebLinkAboutFinal PlatN REMAINDER OF WADE TRACT / 185.191 ACRES ®�0 / 16' 'sem 0s CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 1, M.L. Schehin, Managing Partner of Saddle Creek Partners, Ltd., a Texas Limited Partnership, Owner of the 17.888 acre tract conveyed by the deed in Volume 7851, Page 120, of the Official Records of Brazos County, and designated herein as Saddle Creek Subdivision, Phase 2, in Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, easements and public places thereon shown for the purpose and consideration therein expressed. P.U.E. \ \ / / \ D. �\ \ M.L. Schehin, Managing Partner BLOCK 3 1>\ \ Saddle Creek Partners, Ltd. 60 PIPELINE EASEMENT // \ \ v ( 33 STATE 472/225 & 484/478 20! E / 10' ATE OF TEXAS LOW PRESSURE / ,� j/ \\ / 1.03 AC. �,y; // P..E. ?S\ `��1 COUNTY OF BRAZOS �$ ( \ ( ' the undersigned authority, on this da personally appeared M.L. Schehin, NATURAL GAS) / �"/ BLOCK 1 1s. �' \ �y% jj� `S\ \ �� Before me, g y, y p y pp known to me P U E. J \ r /��. \ to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me / 12 \ ,/ ti \ 1.306 AC that he executed the some for the purpose and consideration therein stated. 1.01 AC. CERTIFICATE OF MORTGAGEE CERTIFICATE OF COUNTY JUDGE The undersigned, holder of a deed of trust lien or other encumbrance against the This subdivision was duly approved by the Commissioners Courty of Brazos County, property subdivided herein, hereby joins in the dedication of ail streets, alleys,, parks > Texas, as the Final Plot of such subdivision of the _ day of and utility easements to the public as set forth in the Owner's Certification hereon. 20- Signed 0 .Signed this _ _ day of _ 20__ Dated this day of �_ 20��. County Judge, Brazos County CERTIFICATE OF THE COUNTY CLERK Mortgagee, Vista Bank Texas STATE OF TEXAS Dennis W. Walsh;' E: V.P. COUNTY OF BRAZOS County Clerk, in and for said county, do hereby APPROVAL OF PLANNING AND ZONING COMMISSION certify that this plat together with its certificates of authentication was filed for record in my office the day of _ 20 , in the Deed Chairman of the Planning and Zoning Commission of Records of Brazos County, Texas, in Volume _ Page the City of College Station, Texas, hereby certify that thi attached plat was duty approved by the Commission on the _ day of _, WITNESS my hand and official Seal, at my office in Bryan, Texas. Chairman County Clerk Brazos County, Texas 20• G1 1 NO �� \ / Given under my hand and seal on this _N day of 20 P MIN. FF = 276.0 / �O' S j,� So 8' \ /, / 20' P.I.I.E. 4 CERTIFICATE OF CITY ENGINEER r I�co A R ��'8•. / / ®/ I City Engineer of the City of College Station, Texas, / \ 0 16' / h 0 < 1.43 AC. �\ ' P.U. o� '` / 16. \ '�8% �y ®t ` �� hereby certify that this Subdivision conforms to the requirements of the Subdivision P.u.E. \ �` �T, 2Q ! p\ P.U.E. / ` ��� - Regulations of the City of College Station, Texas. ,r�Notary Public, Brazos County, Texas \ P P.U.E / \ _ Co oRh BLOCK 3 \ T� ,6\ / /` 1.524 AC. Printed Name: City Engineer 15' WATERLINE �' �` 20• P.I.I.E. / / V /f a / 1.24 AC. �� �` _s1T5 • " i SADDLE CREEK My commission Expires: EASEMENT , 1.02 AC. /� < 4322/228 �� / - /�' `\ MIN. FF = 275.0 ` __. e J _ SUBDIVISION / / � MIN. FF - 276.0 ^ O � PRIVATE EDRAINAGE ASEMENF\©� 30.39' 142.94'' ; `y PHASE a SE 1 Metes and Bounds of a (IMDTH VARIES) o'er G� % / 17.888 Acres NOTES. S Z��_�`��% 1%7 James Stutevilte League; A- 216 - 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL 7851 PG. 120 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY /, ts. \ \�0 Brazos County, Texas , P.U.E. ? \\b'3 - TEXAS." -THE CURRENT OWNER IS SADDLE CREEK PARTNERS LTD 4440 BENTWOOD DRIVE COLLEGE STATION TEXAS 77845. ^h ?8 \� \�` 20' mss\ ` F rr BEING 17.$88 ACRES OF LAND OUT OF A CALLED 90.757 -ACRE TRACT CONVEYED BY DEED TO SADDLE CREEK PARTNERS, LTD. RECORDED IN ' ' ' / 0 p•/ �jj\�PU.E j^h' / 69\�` �, 1017 //// , VOLUME 7851, PAGE 120, OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, LOCATED IN THE JAMES C. STUTEVILLE LEAGUE, ABSTRACT 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISKED FROM GPS OBSERVATION. \ P.u.E N t� 4.5 NUMBER 216, BRAZOS COUNTY, TEXAS; SAID 17.888 ACRES BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS WITH ALL BEARINGS BASED ON THE `\ h� 3S 'y rO// , "J FINAL PLAT OF SADDLE CREEK PHASE 1 (PHASE 1) AS RECORDED IN VOLUME 7920, PAGE 177 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS 3. NO PORTION. OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP �\ ��/�`b /row BLOCK 3 1_496 AC. COUNTY, TEXAS. FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 4804100215 C, EFFECTIVE DATE: 07-02-1992. 1U `� 1.23 AC. \\` � / � '� 35 �, / / MIN. FF -275,0 v •` E. COMMENCING: At a 1/2 -inch iron rod, found at the northwest corner of said Phase 1 in the easter) line of Stousland road right-of-way 4. 5/8- IRON RODS WILL BE SET AT ALL PROPERTY AND LOT CORNERS AS REQUIRED BY THE SUBDIVISION REGULATIONS OF / < 20' 1.04 AC. // L P.0 E 9 ; - (RO.W:) varies;_. COLLEGE STATION. _. _ _--- -- -- _ _ _ _ THE CITY OF P.U.E.2.06-AC. - - �\ J� \ _ THENCE: Along the northerly line of said Phase 1, the following five (5) courses and distances: 5. CURVE LENGTHS SHOWN ARE ARC LENGTHS. \ h N MIN. FF 274.0 / \ �OS• h �T4 /'Y , \ 0 ��` 1. North 60 deg 33 min 05 sec East, a distance of 125.00 feet to a 5/8 -inch iron rod; // \\ \A7• /� O // \� ��-42A:)/ 2. South 29 deg 19 min 17 sec East, a distance of 70.00 feet to a5/8 -inch iron rod; 6. THE STREETS AND DRAINAGE SYSTEM WILL BE DESIGNED TO BRAZOS COUNTY STANDARDS. 20' P.U.E. P. .E. ? \ ` '` O h h� 2g �� /'� ..., 3. North 60 deg 33 min 05 sec East, a distance of 302.39 feet to a 5/8 -inch iron rod; / X \F 4j fp / / \ 7. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT 89' BLOCK 3 � 4. South 47 deg 16 min 25 sec East, a distance of 729.43 feet to a 5/8- inch iron rod; and STRUCTURES OR TO NATURAL DRAINAGES. 5. South 84 deg 18 min 22 sec East, a distance of 521.10 feet to the POINT OF BEGINNING, the northwest corner of the herein described tract; 39 7 �" V { { � � 44 8. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & i .490 AC. STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT' PERMIT ISSUED BY THE 20• o rO 20' P.U.E / I \ / THENCE: Along the northerly line of the common line of the said 90.757 -acre tract and the herein described tract, South 84 deg 18 min 22 sec '� t,. { MIN. FF = 373.., East a distance of 922.82 feet to a point for the northeast corner of the herein described tract; BRAZOS' COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE p U E 9 \ 1.13 AC. / �`�� { \ 20, / T / / ' p COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION- 21.084 OF THE TEXAS WATER CODE. \ 1.01 AC. / q' /• { { \ P U. / / THENCE: Departing said northerly and along the easterly line of the herein described tract, the following ht 8 calls: ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A "So. NO2. / �"� j { I \ / 9 9 O PRIVATE. OR PUBLIC WELL, RESPECTIVELY. qd` { 1. South 05 deg 41 min 38 sec West, a distance of 190.57 feet to the point of curvature of a curve to the right; 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE 2. Around said curve to the right, with a radius of 25.00 feet, a central angle of 92 de 03 min 20 sec, an arc length of 40.1.7 feet DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' / '`��/ 2?\ P. E //may �Q O / 28&6 / `�� { { / / and a chord which bears South 51 deg 43 min 18 sec West, 35.98 feet; g g g / •8A� \ / / { d / 3. South 82 de 15 min 02 sec East, a distance of 42.17 feet to the UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE { 3 q / 9 point of curvature of a curve to the right; HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. AFIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON \ `� 4. Around said curve to the right, with a radius of 835.00 feet, a central angle of 06 deg 23 min 29 sec, an arc length of 93.14 • / COMPLETION OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. \ 10 \ � �/ ! � { 1.664 AC. / feet and a chord which bears South 79 deg 03 min 18 sec East, 93.10 feet; P.U.E. BLOCK 1 / 40 20' a�' { ' MIN FF = 273.5 \ J� � 5.South 14 deg 08 min 26 sec West, a distance of 70.00 feet to the point of curvature of a non -tangent curve to the right whose - /\ radius bears South 14 de 34 min 38 sec West;10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS: \ � � (�' p• � 20' P.U.E. 1.04 AC. P.U.E / N � { \ � /� / 9 / 8 N BLOCK 3 { \ /' / 6. Around said curve to the right, with a radius of 1047.32 feet, a central angle of 02 deg 21 min 57 sec, an arc length of 43.25 11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION ARFr45 AND \ %j �' � 1 � feet and a chord which bears South 74 de 14 min 23 sec East, 43.24 feet; / � \ 1,08 AC. Amb`• ' 041N • / \�` 1061 /,�� 42 { { / 7. South 72 deg 37 min 13 sec East, a distance of 206.14 feet; PUBLIC :'UTILITY EASEMENTS. /J / 8. South 09 deg 05 min 26 sec West, a distance of 365.66 feet to a point in the northerly line of said Phase 1 said point being the 1.768 AC. { { �/� common corners of the northeast corner of Lot 46 and the northwest'coribrner of Lot 47, Block 3, and the southeast corner of the herein 12. EXISTING UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY described tract; EASEMENT AT THE DEVELOPER'S EXPENSE. \ / OS. \ �\\ / { { / / / \\ \ 13. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES BTU THE ELECTRIC BL®CK 3 � � � � { .�- i ��, Q�� j � \\\ THENCE: Along the common line of the northerly line of Block 3 of said Phase 1 and the southerly line of the herein described tract, the (BTU). 1\ to' P.U.E.{ { 50 / \ `\ following twelve (12) calls: DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT AT THE FRONT OF THE LOTS AND IN THE SIDE LOT 10' P.u.E. \ \ f ^ LII , f{,i'- { \ \ 1. South 76 deg 57 min 53 sec West, a distance of 78.59 feet; EASEMENTS. ELECTRICAL DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' P.U.E. ALONG THE PERIMETER OF THE 1.16 AC. { T p 2. North 75 deg 51 min 39 sec West, a distance of 112.41" feet; SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. �\ BLOCK 1 \ 16 10' _ _ L / �\ 3. South 59 deg 57 min 43 sec West, a distance of 74.34 feet; V U P.U.E P.U. { _ _ _ _ h0 / \ \ 4. South 47 deg 21 min 34 sec West, a distance of 125.09 feet; 14. THERESHALL BEA 5 WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY \ \ 7 I P.U.E - - - I ' - - ' "� \ \ 5. South 48 deg 16 min 47 sec West, a distance of 119.85 feet; • LINES.; SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. \ ` \ 6. North 83 deg 18 min 19 sec West, a distance of 124.92 feet; PUBLIC SLOPE 3c \ 15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY EASEMENT CENTERED ON THE LOT LINE. \\\ 1.384 AC. / / DRAINAGE EASEMENT \ 7. North 61 deg 53 min 29 sec West, a distance of 54.49 feet; \ \ � , '' 1 � '7 � ,\ (VARIABLE 1+AD iN) \ 8. North 28 deg 06 min 31 sec East, a distance of 134.88 feet; \` \ L � � �\ I 9. North 07 deg 48 min 43 sec East, a distance of 166.10 feet; .16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS \ \ 0 C5 r \ 7 L 10. North 02 min 37 sec 45 sec East, a distance of 50.00 feet; :COUNTY. ENGINEER. \ \ A 11. North 87 deg 22 min 15 sec West, a distance of 465.32 feet; \ \ �` 1.503 �'C' 12. South 57 deg 00 min 20 sec West, a distance of 81.56 feet to a point in the northeasterly line of Saddle Creek Drive, a 17. THE SUBJECT TRACT LIES WITHIN THE EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. SADDLE CREEK SUBDIVISION - , \ \ MIN. FF = 271.5 100 -foot R.O.W., dedicated by said Phase 1, the most westerly comer of Lot 42, Block 3 of said Phase 1 and the southwest corner of the 6 \ \\\16' P.U.E. / ' - J _ , �- J \� \ herein described tract; 18. BLANKET EASEMENT TO CITY OF BRYAN, 98/277, DOES APPLY TO THIS TRACT. \ ` _ - 70 \\ THENCE: Along the common line of the northeasterly line of said Saddle Creek Drive and the westerly.line of the herein described tract, the ��f�cT �7(� (� 19. BUILDING SETBACKS ARE 25 ADJACENT_ TO ALL STREETS. ADDITIONAL SETBACKS MAY BE REQUIRED BY DEED RESTRICTION. 1.174 AC. \> � � •.,- --' v v.L. I72V PG. 177� I � - { , j.07� AC. \ �\ following six (6) colts: • ,- 9 I ! \ \ 1. North 32 deg 59 min 40 sec West, a distance of 94.71 feet to the point of curvature of a curve to the left; 20. VARIANCES TO THE SUBDIVISION ORDINANCE FOR SECTION 12-K.2, BLOCK LENGTH, AND SECTION 13.C, LOT WIDTH, WERE I I BLOC. 2 }' ` \ 2. Around said curve to the left, with a radius of 850.00 feet, a centra angle of 13 deg 59 min 33 sec, an arc length of 207.58 8 I feet and a chord which bears North 39 deg 59 min 26 sec West, 207.07 feet to the point of curvature of a reverse curve to the right; APPROVED BY THE PLANNING &ZONING COMMISSION ON OCTOBER 5, 2006. / ).031 AC. I I 6 3. Around said curve to the right, with a radius of 25.16 feet, a central angle of 85 deg 31 min 34 sec, an arc length of 37.56 feet , \ / p + \ { ; 1 and a chord which bears North 04 deg 04 min 42 sec West, 34.17 feet; 21. BRAZOS COUNTY WILL NOT BE RESPONSIBLE FOR MAINTAINING THE SLOPE OR DRAINAGE EASEMENTS. THE HOME OWNERS I 1.083' AC. �' 4. North 51 deg 54 min 13 sec West, a distance of 70.21 feet to the point of a non -tangent curve to the right whose radius bears ASSOCIATION (HOA) WILL MAINTAIN THE EASEMENTS. South 48 deg 09 min 21 sec East; 5. Around said curve- to the right, with a radius of 235.00 feet, a central angle of 14 deg 10 min 55 sec, an arc length of 58.17 22• THE COMMON AREAS WILL BE MAINTAINED BY THE SADDLE CREEK SUBDIVISION HOME OWNERS' ASSOCIATION (HOA). feet and a chord which bears North 48 deg 56 min 06 sec East, 58.02 feet; FUTURE 9 6. North 14 de 01 min 42 sec East, a distance of 326.58 feet to the POINT OF BEGINNING, and containing 17.888 acres of land, more or less. _U01 BLOCK 2 \\ �®� ��\ �' � 63 \ \\ \ SADDLE CREEK 1.073 AC. > 67 SUBDIVISION 1.284 AC. 100 50 0 100 SCALE IN FEET CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, Jon L. Carrico, Registered Professional Land Surveyor No. 5752, 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 the property markers and monuments were placed under my supervision on the ground. PLAT BOUNDARY STREET RIGHT-OF-WAY LINE ® PROPERTY CORNER - - - - EXISTING EASEMENT - - - - - - - - - - PUBLIC UTILITY EASEMENT - - - - - PRIVATE DRAINAGE EASEMENT MIN. FF = 271.5 MINIMUM FINISHED FLOOR ELEVATION Jan L. Carrico, R.P.L.S. No. 5752 "VICINITY MAP 1 NOT TO SCALE SENDERA 2104) 40MILULAN DUCK HAVEN PR JEC L ATIO J t � NOTE: LOT 36, BLOCK 3 HAS BEEN OMITTED. Y tis S ti r� PI # A 2 17"on (on 8 AC E BLOCK 1, LOTS 8 THRU 12 BLOCK 3, LOTS 33 THRU 35 BLOCK 3, LOTS 37 THRU 41 JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEAS SCALE: 199100' OCTOBER 2®07 Saddle Creek Partners, Ltd. 4440 Bentwood Dr. College Station, TX 77845 (979) 690-•2642 SURVEYOR: Jan L. Carrico, RPLS No. 5752 336 Carroll Road Richmond, TX 77469 (281) 343-0441 9 REVISED NOVEMBER, 2007 k� l `�- ENGINEER: elv ' oP a CIVIL ENGINEERING & DESIGN -BUILD SERVICES Ginger L. Urso, P.E. 2033 Harvey Mitchell Parkway South College Station, Texas 77840 oo* P.O. Box 11929, College Station, Texas 77842 (979) 764-7743 Fax: (979) 764-7759 ' T �i U45 l ( il.01 q.6F 0-F-) LINE TABLE LINE LENGTH BEARING L1 70.21' N51'54'13V L2 190.57' S05'41'38"W L3 42.17' S82' 15'02"E L4 70.00' S14'08'26"W L5 206.14' S7737'13"E L6 78.59' S76'57'53"W L7 112.41' N75 51'39"W L8 74.34' S59'57'43"W L9 125.09' S47'21'34"W L10 119.85' S48'16'47"W L11 124.92' N83'I8'19"W L12 54.49' N61'53'29"W L13 134.88' N28'06'31 "E L14 166.10' NOT48'43"E L15 50.00' NO2 37'45"E L16 81.56' S57"00'20"W L17 94.71' N32'59'40"W L19 35.00' NO2'37'45"E CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, Jon L. Carrico, Registered Professional Land Surveyor No. 5752, 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 the property markers and monuments were placed under my supervision on the ground. PLAT BOUNDARY STREET RIGHT-OF-WAY LINE ® PROPERTY CORNER - - - - EXISTING EASEMENT - - - - - - - - - - PUBLIC UTILITY EASEMENT - - - - - PRIVATE DRAINAGE EASEMENT MIN. FF = 271.5 MINIMUM FINISHED FLOOR ELEVATION Jan L. Carrico, R.P.L.S. No. 5752 "VICINITY MAP 1 NOT TO SCALE SENDERA 2104) 40MILULAN DUCK HAVEN PR JEC L ATIO J t � NOTE: LOT 36, BLOCK 3 HAS BEEN OMITTED. Y tis S ti r� PI # A 2 17"on (on 8 AC E BLOCK 1, LOTS 8 THRU 12 BLOCK 3, LOTS 33 THRU 35 BLOCK 3, LOTS 37 THRU 41 JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEAS SCALE: 199100' OCTOBER 2®07 Saddle Creek Partners, Ltd. 4440 Bentwood Dr. College Station, TX 77845 (979) 690-•2642 SURVEYOR: Jan L. Carrico, RPLS No. 5752 336 Carroll Road Richmond, TX 77469 (281) 343-0441 9 REVISED NOVEMBER, 2007 k� l `�- ENGINEER: elv ' oP a CIVIL ENGINEERING & DESIGN -BUILD SERVICES Ginger L. Urso, P.E. 2033 Harvey Mitchell Parkway South College Station, Texas 77840 oo* P.O. Box 11929, College Station, Texas 77842 (979) 764-7743 Fax: (979) 764-7759 ' T �i U45 l ( il.01 q.6F 0-F-) CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 58.17' 235.00' 14'10'55" 29.23' 58.02' S4856'06"W C2 4.0.17' 25.00' 92'03'20" 25.91' 35.98' N51'43'18"E C3 1 93.14' 835.00' 6'23'29" 46.62' 93.10' N79'03'18"W C4 43.25' 1047.32' 2'21'57" 21.63' 43.24' N74'14'23"W C5 207.58' 850.00' 13'59'33" 104.31' 207.07' N39'59'26"W C6 37.56' 25.16' 85!31'34" 23.27' 34.17' SO4 04'42"E C7 139.09' 235.00' 33'54'42' 71.65' 137.07' S72758'55"W C8 113.84' 835.00' T4.8'42" 57.01' 113.76' N86'09'23"W C9 133.91' 165.00' 4629'59" 70.89' 130.26' S66'41'16"W 010 104.30' 765.00' T48'42" 52.23' 104.22' N86'09'23"W C11 38.37' 25.00' 8T56'40" 24.12' 34.72' N3916'42"W 012 49.69' 50.00' 5656'39" 27.12' 47.67' N34'09'58"E 013 248.13' 60.00' 3656'39 110.63' 105.49' S55 50'02"E 014 42.96' 25,00' i -8-26-48"l-28.99' 37.86' S54'55'02"W CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, Jon L. Carrico, Registered Professional Land Surveyor No. 5752, 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 the property markers and monuments were placed under my supervision on the ground. PLAT BOUNDARY STREET RIGHT-OF-WAY LINE ® PROPERTY CORNER - - - - EXISTING EASEMENT - - - - - - - - - - PUBLIC UTILITY EASEMENT - - - - - PRIVATE DRAINAGE EASEMENT MIN. FF = 271.5 MINIMUM FINISHED FLOOR ELEVATION Jan L. Carrico, R.P.L.S. No. 5752 "VICINITY MAP 1 NOT TO SCALE SENDERA 2104) 40MILULAN DUCK HAVEN PR JEC L ATIO J t � NOTE: LOT 36, BLOCK 3 HAS BEEN OMITTED. Y tis S ti r� PI # A 2 17"on (on 8 AC E BLOCK 1, LOTS 8 THRU 12 BLOCK 3, LOTS 33 THRU 35 BLOCK 3, LOTS 37 THRU 41 JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEAS SCALE: 199100' OCTOBER 2®07 Saddle Creek Partners, Ltd. 4440 Bentwood Dr. College Station, TX 77845 (979) 690-•2642 SURVEYOR: Jan L. Carrico, RPLS No. 5752 336 Carroll Road Richmond, TX 77469 (281) 343-0441 9 REVISED NOVEMBER, 2007 k� l `�- ENGINEER: elv ' oP a CIVIL ENGINEERING & DESIGN -BUILD SERVICES Ginger L. Urso, P.E. 2033 Harvey Mitchell Parkway South College Station, Texas 77840 oo* P.O. Box 11929, College Station, Texas 77842 (979) 764-7743 Fax: (979) 764-7759 ' T �i U45 l ( il.01 q.6F 0-F-)