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HomeMy WebLinkAboutDrawingsI ' I ii _ __ _ . _ r , a " - , _•_ -' __.._ --- )f '� , , ; I NOTES: Ii / �,� , 1'' / .' � l / .--1 � \ "_` _- - _ { 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. % I r I ? \ \ .J T �7- ; __ _ I 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FhOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, .W ' "_ . 1 ~ `� •-••• ' / ? i g 3- � - - - - - MAP NO. 48041 CO325-E AND NO, 48041 CO375-E, EFFECTIVE DATE: - - - -t' MAY 16, 2012. \ / T I i a .. _ - _- - - I 3. 1/2" IRON PODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. \`� - iI \ \ /� J i ? /\ r5[ 1.� `F # 3s ii 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. / ••.` - -F '� • ';tom i - :.m, 'L.F �•�'`'.....-.+ o j ` - �'r - ' - ' / . . ' I /j1 _ __ `_` __ / ' I 5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE_ RURAL STREET STANDARDS PER BRAZOS COUNTY REQUIREMENTS' WITH THE ADDITIONAL REQUIREMENT THAT I . i - _ '\ - 4 �`\ f•' - t i ( 1 ' i f;:. j s # _ 1\_, '''^--,-., _:----^."''_" ' `,y r ' `� , _ ! Q. co - .. - �I . .:, :rte / i - i / a , �.z>� I !/ /^ �- �.,,_ /,•� THE PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO MEET CITY OF COLLEGE STATION REQUIREMENTS. ' '� I ' r l ' '1 [ r - - / � - I C11, 6. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS!I BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING '� l ` 1 0" AC_ ! ' 7 11 f, I nt I j " I Q n/� DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SMALL NOT BE OBSTRUCTED //// 1 / 1 : ` \ ' , 1) / ' i -' ; ' f , �; ` /" �, 7. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES OSSFs WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION J r� r I ' ' ~� �_ / I Q �� 0 l: - ISSUED BY TITHE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER !I 201 r I 1 j - - - M _ � r I l = � �� I I (� I / MUST Hn E AN "AUTHORIZATION TO CONSTRUCT" PERMIT • 42) 1 ! { ' 1 r�� ,` � ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES ,i BLOCK 10 i1 ' ! , I 1 I 20J I / t (� Q /'' + ( 1 I DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY.11 ii i '! i /vi - ; I r I ( i . , _ I I/ + ' g ;, ; WILSON KELLY & e ! � 8. THE WATcS SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITE OF COLLEGE STATION I / 1 1 r 5 t r r� I JAMES DUBUISSON t l / n4 PHASE 81 / I I I ' ' = "� ' n / , I _ SPECIFIC_TIONS AND STANDARDS AND WILL BE LOCATED IN THE 16' j UTILITY EASEMENTS AT THE FRONT OF THE' RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE !� 1 - / ' r � j 2.01 AC. BLOCK 10, LOT 205 /Vol,1059 '� HYDRA 0 PRO REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION OF THE LINE r / , V REQUIRED FLOW TO FIRE NTS i MEET FIRE P I'll\ -_ : 1 i FS e - t ? 1 . SADDLE CREEK PH 8 t /` O n/ / j , j�! fl i\T . _ - / 1 y � ; . TO VERIF! THE CONSTRUCTED SYSTEM MEETS THE SCS MINIMUM DESIGN GUIDELINE REQUIREMENTS. �\` \ I !s i tVOL 11059 rl Pg. 1A8 :' 1 r _ _ . I 1 1 �_ t.c:; PG. 148) �. \ , - , ? _ ,� j..q I �\ry 9. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PP.OVIDED� PER CITY STANDARDS. r; - \� _. i 1, i - - V O ri 1 _ 1i IPHASE F�EPLAI' T ' `' / 1L SADDLE CREEK ._,s ._. "_ ' i EEK �� 10. ALL TREE AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC UTILITY EASEMENTS. CREEK SADDLE CR SADDLE K OI 71 1 PARTNERS, LTD. j / ' I i i! i V i./ PARTNERS LTD_ (�+ a -_ - \ PARTNERS, LTD. BLOCK 10, LOT 203 PERRY, ROBERT JOEL t I T BLOCK 10, LOT 206 11. EXISTING (UTILITIES LOCATED IN RIGHTS-OF-WAY DEDICATION AREAS WILL BE RELOCATED INTO THE ADJACENT PUBLIC UTILITY EASEMENT AT THE DEVELOPER'S EXPENSE. i \ - i BLOCK 10, LOT 202 9. 200 SADDLE CREEK PH 10 / / � Q / ' & MOLLEY ANN ; �\_ - i i : w I SADDLE CREEK PH 8 '' 1 IE PHASE (o i SADDLE CREEK PH 10 (VOL 11471 . BLOCK 11, LOT 220 ;(, \ _ i (VOL 11059 I ,1 12. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT: i '11471 v PG. 280 ? '\ 1 SADDtE CREEK PH 8 _ VOL 114%11 . , g \ (VOL( v } � ) F_ / PG. 148} i AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBUTION LINES MAY ALSO BE LOCATED IN THE 20' P.U:E. ALONG THE PERIMETER OF THE 1 PG. 280) r _ t%� - i' (VOL. 11059 SUBDMS'GN. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. P 280 , , I j ; Iii " i - ` .�I :9 / ' / PAM THOMPSON PG: 148) I - \ J n' -, I i i a - _-._ --- ___ y - .L / , I BLOCK 11, LOT 221 ' f i 1 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES.' SAID EASEMENTS WILL EXTEND 20' BEYOND ANY iY../ _ i , \11 I �' ` `'� , ii f __ y�+a�©� G. (VOL 11059 1 l' UTILITY E PSEMENT. `T r SADDLE CREEK PH 8 I � i I i \ 62.07' \ �z __ : / 6,0 ' ` �` `! PG. 148) 1 ' 16 92' 14. ALL INTEF OR 'LOT LINES SHALL HAVE A 20' PUBLIC UTILITY FASEME,NT CENTERED ON THE LOT UNE. ALL REAR LOT UNES THAT ADJOIN ANOTHER LOT WILL HAVE A 10' UT1LTfY i'i `Q, ` �p %� \ V" f / \� \ �L` __ � I •� Z- - -- _: - -_ - _ L _ II EASEMENT ALONG THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING DRAINAGE WAYS. i'i \ \� \ \ � 1 1 1 1 ^� 20.24' f -NN4Z W 16'E - 40 59 MEYER, MARK W. Pi 11 / _ > >�.7.1,-- "�.. 20.01' - �. _ _ _ -- = - QD � I \ 12 i I ; - - BLOCK 4, LOT 13 15. ALL UTILITY Y UNES PLACED UNDER THE STREET' PAVEMENT WILL BE NCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER. HEATH TOWNSEND 1.\\�.` y �.\ 1 10 PUE I I\ 38.67 - - - - - - _ .__ . HOMES LP \ � . f - --- - - - - - 0.42 DUCK HAVEN PH 3 T _ _ S ATiON. \� \ . \ /f \. 20 PRIVATE T �t (� (TYPICAL) _ BLOCK 10, LOT 200 N \ ,\ $ \ DRAINAGE BLOCK 10 0) , �rrT I 35.50' "`�`� x-._.,, ,,1� { (8240/061) 16. THE SU3,.CC, TRACT UES ,v,,HIN TrIE F)CiRA TERRITORIAL JURISDIC ON.(ETJ) OF THE CiTY OF COLLEGE T 30.08 { 1 29.51 �•: _ SADDLE CREEK PH 10 -, j; p�i f EASEMENT CQ� 1 N -r �� L / 10 PUE /fj ' } V �\ (VOL 11471 ; 1 " PUBLIC 22.35 S / (TYPICAL) 2D PUE ?� )7. HLANKEi :'ASEMENTS 10 CITY OF BP,YAN, 98/277, AND TO WELLBO N WATER SUPPLY CORPORATION, 303/385 BOTH APPLY TO IRIS TRACE �- G. 280 ; ; I \ 1 I d (TYPICAL) P ) - 23.6A DRAINAGE 15.65 �c 'SF - / r r MAY oc ' Z I (0 , , 6 \ -`-� 18. BUILDING' -3cTBACK ARE 25 ADJACENT TO ALL STREETS ACCORDING TO BRAZOS SUBDIVISION AND DEVELOPMENT' REGULATIONS. ADDITIONAL BUILDING SE--AC„S MA, TS \ ` < 1 , . % \ \ \ ' ! { N EASEMENT �-• 10 1 27.02 \ °a, ...-8 RESTRICTIONS 0 T �, 1 T REQUIRE_-. Y DEED RE Ti S R HIS PLAT. / V �._ _ 1 \ \ t PUBLIC _ _ -� \ \ 1 , _0 PRIVATE g� _, . I ��++ll '-c -• 0 ING COMMISSION ON _ A i.. � \ - EDB THE PLANNING & Z N 1 � � 0 13.1 WIDTH WERE APPROVED Y E LA _ ___ _ _ 1. Z NAG 1 LOCK LENGTH AND SECTION LOT. DRAT E 19. /ARIANCc. ,0 THE SUBDIViSIGN ORD' SECTION 12 K.2 __. _.. - _.- ... - cs NANCE FOR _ . .-, � - 1 ...:.DRAINAGE + � �L�Ci� �� ,. \ � e ,. _ - - / _ �I . 1 GJ EASEMENT �G \ :` T �� / s , >. ( 4 : EASEMENT �,\ 1 I L K OCT06ER a, 2006: . \ i_ �. y - . ! / - 098 1 , LI \ I I 20_ BRAZOS GDUNTY WILL BE RESPONSIBLE FOR MAINTAINING PUBLIC DRAINAGE EASEMENTS. THE HOME OWNERS ASSOCIATION (HOA) WILL MAINTAIN THE PRIVATE DRAINAGE EAS�,d�Nl . -. a SADDLE CREEK ti . i l \ \i 1.0.98 AC. I 23 I p / , ti \ I0 1 p 9 '• > \ 220 ; THE OWNERS OF LOT 223 AND 228 SHALL NOT CONSTRUCT ANY IMPROVEMENTS WHICH MODIFY OR EFFECT THE FLOW OF STORMWATER RUNOFF OUT OF THE EXISTING POND .. ::t L i PARTNERS. LTD. t' I i \ \ PR - - ` s - \ d r I < �,. _ 30' PfPEUNE WITHOUT .t ,.IOP, WRITTEN CONSENT OF A LICENSED PROFESSIONAL ENGINEER. BLOCK 10, LOT 199 A / ,�� 10 DRAINAGE o I - I" 1.111 AC. ? �} \ \ \ EASEMENT 1842 337 j ' 1. ,g , SADDLE CREEK PH 10 i L1' , \ SLOPE � I I , t7 i PRIVATE N5 2.689 A ( . / 1 V - / A \, EASEMENT I r N I DRAINAGE % L5' \ 4 5j' " (LOW PRESSURE 21. PROJECT ENCHMARK 1/2" IRON ROD W/ "TKM TRPV" CAP LOCATE AT SOUTH CORNER OF SADDLE CREEK DRIVE AND. STETSON DRIVE. ELEVATION OF 277.47 (DATUM NG D � (VOL 11471 �- ♦ 1 20 PUE I 31 NATURAL GAS) ) PG. 280) i '� 199 , (TYPICAL) I + ° EASEMENT �'� \\, �_ f� 113,62' FF=2 19.01 1988 . !\\�111\ , _ " ®�% �' ' i + d 16' PUE i i 16' PUE til \ �, _' 439 1 11 22. THE 30' ; RIVATE ACCESS EASEMENT ON LOT 228 IS FOR LOT 227 TO USE FOR DRIVEWAY ACCESS TO LOT 22713. /(TYPICAL) i \ \ y 1, - - -- . 10' PUE / \. 1Z i T .-•J (TYPICAL) L� \ _ �� / ,--- ! (TYPICAL) \, / �' >\ 16' PUE I I i I., f \ \ ��DR IN GE i . 20 PUE \t - t - �' \ . (TYPICAL) I I " ; �O \ \ \ EASEMENT PRIVATE I II / (TYPICAL) \ i U 1 f / _A\ iM 1 M r , \ -- - -_ I L I \ I� , I1/' . / 2J 6B \ - 1 ' - = - - - - - ! / EXISTING POND �O J \ r „c , I � ' ' ` < / 20' PRIVATE 1 52.44 i (��v - - - - _ _ - 79:64 / _ - - �LTi�'i • 1 1 POOL 275 SATION \ _ N42 56 30 w ^ 1 ,1 ,. 1 } ! 1 \ DRAINAGE 177.50' - - - cf 1 i { �i \ p s -- -- { -- -- (a��� / 1 i 1 27.58' / EASEMENT . S 1 J AC. • N4,fi 0T 1'E - 329,94' flo ( f r ------'-I----- ------. i/ N I 1 i do /r� ` i tet: � , ' Ma esti c' O � I 223 ('- 30' PRIVATE 1 O t tl ( N 20' PUE i 1 ACCESS / t r %� \ 7 I \\ (TYPICAL) /1 �I { I EASEMENT )( - . I 87¢• 0 R.O.W. -` - 24 PVM T. I 1.828 AC. / �� I I "'3� . - .. J/ �. ' 7J f ! - ► �\ :! / COI I j . M / , 1 , i i ° �, , ,. 7 �� w 407.40 FF -279.0 ��,, l�� f 713 _ A \ 1 �2 '1 --j O j i `� �.... -_ - 145.23' i �/,;7 1 / - ----- 125.00' ^' Iv / O v m �� - - 137.17' i,' / j 1 .J 1 ® A�. 1 Z ( I CO*JN 30' PRIVATE \' - 40 /\: 1 Z I 1 w ( I I O !r C0* DRAINAGE �; I 4 �j' // 16: PUE � f - - - \N / t W I 1.22 - AC. f / / EASEMENT \ : �O. r TYPICAL / / + CD , -'�. _ ! 17 / / \ /f t ) / , / `- 10' PUE 1/ �/ % 2 /` /1'01'` \`\:�Ej'' \-\! PO I i (� '.2 i J' /r, 27 t I ` / .0 2 1 (TYPICAL) v = �/ / ! , r r 1 ti � ,� I 79 ,� / �V \ i 40 / _ N45°_Q7' 51 „E N - ; :` if\' \� ` \T \ �, j �r I 1 %� J �_ � . / 20 PUE i - - - --23 Z' 58 � / ,, � , ( "� / j 1.310 AC. FUTURE -- Ci i / ry�� // , (TYPICAL) : - - - _ _ _ - I , \ \ \ 1- � - O. i 9� , O� ,I 1 1 O \ r SADDLE GREEK ° ' I ��� 237 i ' 11 - - - - - - - _ _ \.\ ` _2 - ` I-- F,I i , 1N6 0 �, •; v i" F1=279.0 {,' Ds=i/EL:OPE+!E!o[#' '~- i 16' PUE r �'V ' '37 _ - ,�� 1.266 AC. 1 / p ' IN i �' , ox \\ "�' INSEi'a' coni 1 1 / a`�'1�' ,`,°`�' '\ 3.% 1 Qi, l .-/ // �JO i + (TYPICAL) 132 v ,? ! \ � � � / 1 � � - / O(�j // ,,1 i i Z ; 11 . f PUBLIC /` i ,irf 1 / ; 1\ __ _ n _ `\ 6 ? /, / 1.102 AC. i £iia - J , O; l a f. :' fro 1 I SMILING MALLARD DRAINAGE Z% ! / ; Cl) - i -A / / f i I I )-LLj. 1 PRIVA7?":. / / Q \ DEVELOPMEM \HETES .AND BOUTIOS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND • U�>, � / /' - j I i I DRAINACi_ i / ! PRIVATE J , ` \ i �' _ . ,•-•_ / . N� cl? T TFT) LN THE JAMES C. STUTEVIL LE LEAGUE ABSTRACT NO. 216, BRAZOS COUNTY, TEXAS. \ 1 ,ov J/ r N 2J 9 ;\ j �: raj '` DRAINAGE `,'.. \'\ ; 88.04 ACRE TRACT / ASEMENI Jr � -rte \� . .,F[- ., UATED �e-,,, / _. -_. i ! i , Tei i cASEMEN T \ / ' \ r VOL..01 1, PG. 142 . E ✓ _\ 5506' SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 359.07 ACRE TRACT AS DESCRIBED BY / / N ^ EASEMENT 130' PRIVATE- -,\-----,,\ \ 16' PUS- y 33, DEED TO JOHN .a. MAI.LEY AND IENNIFER B. TODD RECORDED 1N VOLUME 7427, PAGE l9S OF THE tar�'.� / �/ // �^ / / ; ^7 /DRAINAGE T'� / NOT PLATTED {TYPICAL) / 52• ry / 1.127 AC. I i _ 5 OFFICE',_ PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. %J B' i 3 Nq I' ; i � ; { � ,� r z EASEMENT ", '` \ �' '\ � ry ��,� "...-t\/� 1 4 1 ih:��, z� 1,` r I - € II��CI� 11- / 95.92' ► SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ASFOLLOWS: / / ' , 1 ° BLOCK 1 0) T 1/ r b \ \ , f r ,I \ I , J I /5,g6� / / ., i ti l t O i e O) 22� "'` . / M 227A \ \ TEMPORARY g, 9 BEGINNING AT A.'/, _NCH IRON ROD FOUND ON THE NORTHWEST LINE OF A CALLED 4�S.iZ ACRE �� - j / + � O + •� \,` ' \ \ , Ory / I TURN -AROUND AND �a - _ TRF:CT AS DESCRL3ED BY A DEED TO WELLBORN RESOURCES LP RECORDED IN VOLUME 11339. PAGE tt! - 1} %e} 2 , / ,� -�,I r� (N . I i ! •,j ry0 + A PUBLIC 4i l DRAINAGE EASEMENT 1 42 ,08' 765 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS: MARKING THE EAST CORNER OF '' ( z Oaf 1.212 AC. i I,� 1 / 2/! A DRAINAGE 1 SAID REMAINDEP, OF _59.07 ACRE TRACT; 10' PUE { .1 '� EASEMENT I I TYPICAL O r� i / ` i \,;: 7 CERTIFICATE OF OWNERSHIP AND DEDICATION C, ° 1 i A RE TRACT 1 _ .. a AID REMAINDER OF 359-07 C .,. . -""t --- 3 W. NG.THE.COMbiON LINE OF S _... , -.: - _ ..�: / - - 1 _2 Tl. OS .ALO :. 8 ...:.: _.- .. .� _-... _,.,---- 7 �.- THF. C 5 O s .a, I I •.�.--R . is __ , _ , _ 3 , BIER OF THIS ,: _. 6R _T TO CO r _.wU .,A.J -US._ LCR.. TRAC, FOR .. DISTANCE OF 9._I FEF , �+jl �- --.,, i ,;r: I STATE OF TEXAS e� ��I -i I' " r> \ .. �' co 1b % HIP°iid DESCR[PEDTRACT; X30 - 76.9 I COUNTY OF BRAZOS - - 1 i � O n \ / i rrr - - i 8.16 ; THROUGH SAID REMAINDER OF 359.07 ACRE TRACT FOR THE FOLLOWING CALLS: - - - - ` .1 I O I\J \ \ %'r TIE:. _> : - - - I �/ . \ \ F / I I. / N / ` - �+'� �' � 26.33' - ' _ 07' S1"y/ .t��•+�y 7 \ \ \ �.- ,� ^n' ,: ` /-� {i9 11 l �..i 1� l N44°52'L'9"WFORADISTANCEOF_74.92FEET: 1, M.L..SChehin, Managing Partner of .Saddle Creek Partners; LTD., O �r ,G,Vt;J:�% �9,- 'r -'j \ \ /O -V Q1 ,',,. ( - T•, VA�• 55.06' Texas Limited Partnership, Owners of the 64.025 acre tract (Phase 11) 16' PUE -c "� \ \ ry \ 16 PUE / W (`�1 4' Qv ` / S45' 07'5t" W ACROSS THE END OF THE EXTENSION OF SADDLE CREEK DRIVE FOR A DISTANCE been a portion of the remainder of a called 359.07 acre tract, of the 1 OF i0Q00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A 7 RADIUS OF 25.00 g P + I I (TYPICAL) , \ \ . "1f ( `\ (TYPICAL) I �L' 2 Official Records of. Brazos County, and designated herein as the Saddle \ \ �} , fic {� 1 �� i I c \ C, ,F Q, IV • rog,09' _ FEET; Y 9 GI. 1 i /J '1 _ �__ _ �.` �/ Creek Subdivision, Phase 11, in Brazos County, Texas, and whose names E C 4 F._a _ l � t Q -, ,, 1 /1 t*� _ I ' \y _ - ' ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92` 2G' 45" FOR AN ARC DISTANCE OF 4034 IS subscribed hereto, hereby dedicate t0 the use OT the public forever P O - -- - n \" a► t.r I ' / /� / FEET (CHORD BEARS: S 88'54'28" W-36.10 FEET) TO THE END OF SAID CURVE; all streets, alleys, parks, greenways, infrastructure, easements, and SADDLE CREEK 'I - 626 \„ \\ "` 7 � c � )fir` PUBLIC , \ J public laces thereon shown for the purpose and consideration -therein V YOR _ -� 1 E N 165.1 . % �n. 7 Mi DRAINAGE I \ 1 ��f , N 4i° 18' S5" W ACROSS THE F[I1'URERIGHT-OF-WAY OF BROKEN SPOKE WAY FOR ADISTANCE- OF P P CERTIFICATE OF SURE DEVELOPMENT y,r 5° 32 5 \ r fi+ V EASEMENT 1 v 4 s i9 77 '' r / /� � expressed. All such dedications shall be in fee simple unless expressly � , N� 1.QJJ AC. "°zi / { .� I (j) ! 558E 3�6' ,y �- �43 70-00 FEET: - }...t • \ n n11 - provlded otherwise. STATE OF TEXAS �+ !'-27 7.OI �, - I' // f N 42° "-1' 05" E ALONG THE FUTURE NORTHWEST LINE OF BROKEN SPOKE WAY FOR A DISTANCE - COUNTY OF BRAZOS - - _ -1 � r- - _ •' i N / j /\�\y / / OF 5-13 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAYING A RADIUS OF 25.00 \ I 0 I / ' ;1 % °C �� / ''/ I I ( p \ l ` 8: .,,,� \ d __\ 1i A PUBLIC / /, . FEET; 1 Brad Kerr, Registered Public Surveyor; No. 4502, in the St e of Texas; l ; \O ,� - ` hereby certify that this lot is true and correct and as rep'ared frn-an 20' PUE' 1 ' p�_ 1 \ EASEMENT NT / ` ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 37° 3T 1S FOR AN ARC DISTANCE OF X8._0 Y Y P jN T {1 actual surve of the ro ort and that ro ert n,rar a acid moment's 1 (TYPICAL) '� i� { }� / 227 1 11 80 40 0 80 �16' PUE 229 '. ;. FEET (CHORD BEARS: N 01'05-32" W" - 34.59 FEET) TO THE EVD OF SAID CURVE: Y P P Y P P Y , ®/ J / M.L.. Schehin, Managing Partner were laced under m supervision on the rouad. �� - O 14� (TYPICAL) N 44° 52' 09" \V ALONG THE EXTENSION OF THE SOUTHWEST LINE OF SADDLE CREEK DRIVE FORA Saddle Creek Partners. Ltd: P Y P g % _00 / \` '`,\.�, ;,;� . O j SCALE IN FEET •// ` DISTANCE OF 284.57 FEET; f� / / f/_174 1 22 \\ \1. \ I 1 i i �: 1.502 AC. 1.�02AC. S 45° 0 , q1,: W FOR A DISTANCE OF'_60.07 FEET: ._- �i =n: �' i f- / e I ' -7 r ' i \ �o.0.vd�a.% RICHARD C.FLORES BrcfrKerr, R.P.LS. No. 4502 N, " \. I�L�CI 12 8 54° Ol' 28" W FOR A DISTANCE OF 313.07 FEET; 1.2 J 3 AC . ` ' � 1 I i _°-- :�= Notary Public, State of iexas , \ 61 ,N \ , . 1, S 30° 30' S4" W FOR A DISTANCE OF 734.74 FEET: -.�� My Commission Expires _ `-� , ! \ \ �f \ ,,tt ,� ."; 0; March 29, 2016 � ... ,., \ \ / � l e �,C�° 20' PU S 54` 56'" 5" W FOR A DISTANCE OF 373.79 FEET; STATE OF TEXAS p,an•• I �p O r t J ^ ICA_ COUNTY OF BRAZOS , ­ 1-. � I . \ .. - I \C�? r ,,, f \ \ I N 51 OG' 54" W FOR A DISTANCE OF 119.83 FEET TO A POINT ON THE SOUTHEAST LINE OF LOT 199: - : 11 2 BLOCK l0. SADDLE CREEK SUBDIVISION, PHASE 10, ACCORDING TO THE PLAT RECORDED IN Before me, the undersigned authority, on this day personally appeared I + � /.�N � ,- ;3 1 VOLUME11471, PAGE 280 OF THE OFFICIAL PUBLIC RECORDS OFBRAZOSCOUNTY,TE`CAS: M.L. SChehln known t0 me t0 be the person WtlOse name is subscribed ` r� I \ \, ` 5• 16' PUE \ ,, P 'Sim f r. ' 1, o i Doc � � Utt3 i 16' PUE \ .. � (TYPICAL) \ \ 1, ti to the foregoing instrument, and acknowledged to me. that he/they ,,; �L15N"---` __ -� F`9 I j O / } THE LE: ALONG THE COMMON LINE OF SAID REMAINDER OF" 59.Oi ACRE TRACT AND SAID PHASE executed the same for the purpose and consideration therein Stated. r 1 1 ZI1 356 O j 18-5 2 4 p {TYPICAL} _ � : \\29 I l0 FOR THE FOLLOW"ING GALLS: P P \ - - * ��`i `�% I • -- --_ _ . -- - N 04° 3T 26" W FOR A DISTANCE OF 50.51 FEET TO A :`INCH IRON ROD FOUND;I Given under my hand and Seal on this day of _,S2r'1�_ '- ® 83 �� �= \ 6' i 2p� A �9 \ \ N 15'47'26" E FORA DISTANCE OF 6838 FEET TO A V INCH IRON ROD FOUND; CERTIFICATE OF THE COUNTY CLERK \ N4.2' 4'1' 05'E - 1605 ' j ,\ � \ r� 3 `\ ,) N 37° 3T 55" E FOR A DISTANCE OF 54.32 FEET TO A %INCH IRON ROD FOUND; STATE OF TEXAS =i' LS C an Y [A 1,7b ack C o Y e ©�� f .` ` / r ` \ COUNTY OF BRAZOS 7 15 / ', \ N 10° 50'02" E FOR A DISTANCE OF 108.84 FEET TO A '/•_ INCH IRON ROD FOUND; Atk/:5�__ / 0 R.O.W. - 2 4 P \/ M T. / ` , 1 .5 9 AC . y _ -I N10°16'14"W FORA DISTANCE OF189.40FEETTOA''/•_INCHIRONROD FOUND; Notary Public, Brazos 1, �-, County Clerk, in and for said county, do , , _ , ,/ \ \ .\ I County, Texas hereby certify that this plat together with its certificates of authentication ��r'p� `15 j�J• 3 \ N 35° 45' 41" E FOR A DISTANCE OF I8 L39 FEET TO A % INCH IRON ROD FOUND: WOS filed for record In m office the da of ��� `•' 83.94 _- -, \ - i Y Y 132.98' 32.76 _.- V 30' PIPELINE 1 { N 62'02'16" E FOR A DISTANCE OF 192.10 FEET TOA '/•_ INCH IRON ROD FOUND: 20--%-, in the Official Records of Brazos County, Volume - - - - } \ �\ ` t% Page te. /' - - I 1 \ :\ EASEMENT 1842/337 1 g I \ (LOW PRESSURE 22° 24' 09" E FOR A DISTANCE OF 128.90 FEET TO A % INCH IRON ROD FOUND ON THE SOUTHEAST CERTIFICATE OF COUNTY JUDGE L4 f I N I i \ 20' PUE \ \ \S1 NATURAL GAS) I 1 LINE OF LOT 205, BLOCK 10; SADDLE CREEK SUBDIVISION. PHASE R. ACCORDING TO THE PLAT WITNESS my hand ohd official Seal, at my office in Bryan, Texas. \ (TYPICAL) oust of ! ! 7° I Is subdivision on was dui a roved b she CommissionersC \ RECORDED IN VOLUME 11059, PAGE 148 OF THE OFFICIAL PUBLIC RECORDS BRAZOS COUNTY. Th I y pp yY . I s on _ "f such 'subdlvl Ion '� o t -'Texas,os the Final 'P at o T>rxAs. Brazos C n , l_ , da of � 20�. _ ,, • �. \ _ Y -� _ p I , N E F SAID REMAINDER OF »..07 ACRE TRACT AND SAID PHASE 9 p J#' P3 D 11 fT ��p��. EiS'1iJAE , THENCE: ALONG THE COM MO LIN O ST nod thlS the dd Of u �- "\d _0 { _1i . ,Dr Fi- rL 9 Y �.j 1'��"�" 16 PUE I T O\ I 10 FOR THE FOLLOWING CALLS: , �` �' Gam= , { j'c' i'l j i^j County Clerk SADDLE CREEK TYPICAL o t ' <Y \ �` � _ l ,t! l_ J 1 ,: i Y t ) i i \ 17 ,, I ° „ Brazos Cou,4n���JW",DEVE T _ 11) \ I r N 6I 16 ,0 E FORA DISTANCE OF 150.16 FEET TO A Vz INCH IRON ROD FOL ND; X �� � LOPMENT-q i • Zs. 11.i,-s1l �; i ( i tf? - \ I ThN 48° 23' 51" E FOR A DISTANCE OF 95.85'FEET TO A Vr INCH IRON ROD FOUND MARKING THE my JUdge, BrazaS COUnty 1ji1 a Iytl3 it T T1't L._ • -� • 7 7 I 1 ` i 2J 1 r- BEGINNiNG OF A CLOCKWISE CURVE HAVING A RADIUS OF 350.00 FEET; N ; 2 J J l 1 Z 2 3 2 \ '`. '\- ` Q I I I N I I 8 y \ '` 20' PUE ALONG SAID CURVE. SAME BEING THE EXTENSION OF THE SOUTHWEST LINE OF SADDLE CREEK HS }� � I 1.14 [� �. i 1 O /j (ry \ l� 1 • lJ ✓ AC • \ `9� DRIVE (100' R:O.W.), THROUGH A CENTRAL ANGLE OF 06° 08' 07" FOR AN ARC DISTANCE OF 239.37 t 31-Li1 1 L3 ri Li �j . FEET (CHORD BEARS: N 30'32'45" W -239.58 FEET) TO A :! INCH IRON ROD FOUND MARKING THE Plats I s I i ` Xf) \ \. � (TYPICAL END OF SAID CURVE; \\ �' 0 { , I LLn \ BLOC'( 12 \\ �- UNE TABLE LINE r# LENGTH DIRECTION L1 87.32' S22' 28' 41"E L2 92.72' No' 52' 18"E L3 61.97' S45' 21' 17"E L4 100.00' S45' 07' 51'W L5 70.00' N47' 18' 55"W L6 5.13' N42' 41' 05"E L7 119.88' N51' 06' 54"W LS 50.51' N4' 37' 26'W L9 68.38' N15' 47' 26"E L10 54.32' N37- 37' 55"E L11 108.84' N10' 50' 02"E L12 95.85' N48- 23' 51-E L13 87.32' ( N22' 28' 41"W L14 100.00' N67' 31' 19"E ,w ! 1 ,x„6.-,•1.., ,S44�52'' 09"E 1.18 109.40' N4 -V 52' 09"W L19 126.45' S71' 29' 03"ir L20 125.70' N28' 05' 04"W L21 23.09' N76' 06' 58"W L22 36.46' " N16' 06' 58"W L23 23.09' N43' 53' 02"E 124 20.00' S75' 36' 41 "W �- LINE TABLE LINE # LENGTH DIRECTION L25 I 87.01' S63- 29' 48"W 126 i 55.14' S11' 59' 19"W 127 j 80.05' ( S12- 09' 30"E 128 1 23.56'. S13' 55' 30"W L29 33.65' -I N87' 05' 41"W L30 1 71.79' ! N19' 50' 53"W L31 50.11' N11- 25' 49"W L32 193.76' N45' 22' 57"W L33 1 58,58' N68' 50' 46"W 1_34 97.57' N82' 46' 31"W L35 , 138.87' N22' 53' 40"W L36 1 39.89' N63' 08' 16'E L37 90.74' S49' 31' 51"E L38 3n C6 i 7,'_2 - 54' __ E L39' , X5.30'- S81',SW,13"E, L40 i 51.25' 4 4179' 49 32-E i L41 28.86 N75' 36' 41"E , L .2 ' 23.09' S4-3' 53' 02W L43 i 35.00` S16- 06' 58"E 1_44 ' 23.09' I S76' 06' 58"E L45 i 30.00' N42' 56' 30"E ;� : I \ cg \L.V�% 1U, LV ! ti :3�-1, ;e'.7, di34�H, L�S0CS, LJ! LtiS`J ° , " SADDLE REEK Cjrt}_1 �Ft2pn>i F�I�a1t>?r : 1 I# 2I L ,.,�, $' �, \ BLt�CK 11 LL�TB 223-226 227A 2278 -t- 228 N.2_ _841 WCONTINUINGALONGTHEEXTENSIONOFTHESOUTI-AVL•STLINEOFSAD L C C R¶FICATE O(< PLANNING AND ZONING COMMISSION - DRIVE FOR A DISTANCE OF 87.32 FEET TO A % INCH IRON ROD. FOUND; u " T I I 10O % i{ N \ { - i airman of the Planningand Zoning ;, \ ,:Cr 1, . 67 31' 19" E ACROSS THE END OF SADDLE CREEK DRIVE FORA. DISTANCE OF 100.00 FEET TOA .z i Ameon e , Commission of the Cit of College Station, hereby certify that the00 I I 1 U- \ INCH IRON ROD FOUND; Y g _ I I \ �ai� - ` \ \ I _ attached lot was duly approved b th Commission on the day .of -I .. i , i PP Y i i •i i 1 S 22° 28'4 1 " E ALONG THE EXTENSION OF THE NORTHEAST LINE OF SADDLE CREEK DRIVE FOR A 20 I N- • Fi`Pi P (L� i, I {(j I�r?r - c 1 v i { I 1 (1) , ` \ `•. I DISTANCE OF 8732 FEET TO A i/2 INCH IRON ROD FOUND NLARKING THE BEGINNING OF A I i COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 750.00 FEET - - - 2, B p I I - - , `\ i _ Ij�nll� E>�,,Nr� I?�srf�l,,� I. \ ALONG SAID CURVE. SAME BEING AN EXTENSION OF THE NORTHEAST LINE OF SADDLE CREEK _ I 20' PUE I I C \ \ , i DRIVE, THROUGH A CENTRAL ANGLE OF 15° 20'45" FOR AN ARC DISTANCE OF 200.88 FEET (CHORD Chalrm %)f�:) m\u�C- _C COUNTY I F BRA ltj 1 (TYPICAL) I i i �, 20 PUE \ \ S 0° 09' 04" £ - 200.28 FEE TO A 1/2 INCH _IRON ROD FOUND MARKING THE END OF SAID ' I E 111 TEnH'] i I I (TYPICAL) \ �I BEARS:3 T) I CURVE: Ilr'r�' t3 }Z8r1s 1�9 L Ta :215 LRSTrliMe t 1`1115 _ � - - - - - - I = - - -_ - - _ \ � i ! t I - i a F >= SniliP�> hr>?+7ii9 1178 169.96' I - - - N 54'21'21 " E FORA DISTANCE OF 160.15 FEET TO A 1/2 INCH IRON ROD FOUND; i i ie L}iT tit 1f : - I i t 11- I 214.04' - - - - CERTIFICATE OF CITY ENGINEER ai t I P E RL _ '=0 Stt2 _ 0•ITD P -• _ 253.51' 0.00 N 06'52'18"E FORA DISTANCE OF 9_.7_ FEET TO A U_ INCH IRON ROD FOUND; /� I; � 6( 666 . City Engineer of the City of College Station, 0� I1ii� �{'s l,.i,,I F`UD� (, I�S ,3i t N 421 Si' 16' E FOR A DISTANCE OF 405.59 FEET TO A 1/2 INCH IRON ROD FOUND ON THE Texas, hereby certify that this Subdivision Plat conforms t0 the SOUTHWEST LINE OF DUCK HAVEN SUBDIVISION, PHASE 3. ACCORDING TO THE PLAT RECORDED requirements of the Subdivision Regulations of the City of College Station.GG[. q•47tLt �'}�f3# IN VOLUME 8240, PAGE 61 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; C+ t9f TIS\CE: S 471 03'30" E ALONG THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND DUCK HAVE, PHASE 3, FOR A DISTANCE OF 1217.60 FEET TO A 1/2 INCH IRION ROD FOUND J ,IS 1 Di P _t j}erBt_Ijj Ij j t12,� n MARKING AN ANGLE POINT IN THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND qll�'II��7j THE REMAINDER OF A CALLED 188.04 ACRE TRACT AS DESCRIBED BY A DEED TO SMILING MALLARD i �N DEVELOPMENT, LTD RECORDED IN VOLUME 4011, PAGE 142 OF THE OFFICIAL PUBLIC RECORDS OF Ity Engineer Hljg II e}i1 . BRAZOS COUNTY, TEXAS: City of COIIeg Statii,n THENCE: S 45° 21' 17" E ALONG THE COMMON LINE OF SAID REMAINDER OF 359.07 ACRE TRACT AND SAID REMAINDER OF 183.04 ACRETRACT FOR A DISTANCE OF 61.97 FEET TO THE POINT OF BEGINNING � t,t CONTAINING 34.025 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON { B{•i1}7 I t,_{{Utl?t�jj }r1ff?,,LOS �C•?714(;tj THE PLAT CALL BEARINGS OF SADDLE CREEK SUBDIVISION. PHASE 10 (I1471/280). - - - 1731 (- �i�3I`� i 84Z 41' 05V - 669.51' 305.51 N/F 22.00' BCR RANCH LLC W MIWCAN - A017700 . BBB & CRR - A008100 I. 448.402 ACRES NOT PLATTED - , I , j Curve Table . I CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 200.88' 750.00' 01620'45" 101.04' 200.28' S30'09'04"E C2 40.34' 25.00' 092'26'45" 9 26A..' 36.10' 888 54 28"W , C3 38.20' 25.00' 08733'15" 23 95' 34.59' N01'05'32"W C4 239.37' 850.00' 016'08'07" 120.48' 238.58' N30'32'45'V C5 92.22' 750.00' 007'02'43" 46.17' 92.16' S41'20'48"E C6 140.34' 25.00' 092726'45" 26.081' 36.10' N88'54'28"E C7 169.33' 165.00' 058'48'04" 92.97' 162,00' N13'17'03"E C8 173.33' .235.00' 042'15'39" 90.32' 169.43' i 1,105'OO'51"E C9 100.08' 165.00' 0344-5'14" 51.6-55, 98.56' SOV15'36"W C10 241.17' 235.00' 058'48'04" 132."2` 230.73' S13'17'03"W C11 38.20' 25.00' 08733'15" 23.9151 34.59' 1 S01 -05'32"E C12 39.27' 25.00' 090'00'00" 25.00' 35.36' N89'52'09"W C13 257.28' 60.00' 245'41'03" 92.W 1 100.82' N12'01'38"W C14 28.66' 25.00' '065'41'03" 16.14 27.12' N77'58'22"E C15 39.27' 25.00' 090.00'00" 25.00' 35.36' N00'07.51"E 116 92.81' 850.00' 006.15'21" 1 46.45' 92.76' N41'44'29"W - , I , j . BLOCK 12, LJi'8 229-233 JAMES C. STUTEVILLE LEAGUE, A-216 i .COLLEGE STATION, BRAZOS COUNTY, TEXAS 1 . SCA E: 1 "-80' March 2014 � ENGINEER: Sch;1z Engineering, LELC 2730 Longmire Drive, Suite A s College Station, Texas 77845 P.O. Box 11995, College Station, Texas 77842 (979) 764-3900 Fax: (979) 764-3910 OWNER/DEVELOPER: SURVEYOR: SaddCreek Partners, Ltd. Brad Kerr, R.P.L.S. No. 4502 4440 Bentwood Drive Kerr Surveying, LLC Collo a Station, TX 77845 409 N. Texas Ave. (979 690-2642 Bryan, TX 77803 ' (979) 268-3195 r I' ''i