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HomeMy WebLinkAboutDrawingsDUCK PAM �,-, v 46 / A P\\'RdPO / s 15 WATER LINE EASEMENT 4322/228 — — or aluc NWEN, ao, / — •' �' i \\ G 11 7EE COOMMMITMEI T IFOOR-INS 'YIPECINE-(tOW PRESSU � — / NATURAL GAS) /\ 1 W PIPELINE EASEMENT n A ((i�1�RESSURE BLOCKG oNC1c ttRhtt \, 136 \ 137 /� �j � 135 k `" mamue 30' PIPELNE w \ \ / J \� EASEMENT S°a0N emir. \ \ (/ — —\ wt.F 1882/129/ (LOW PRESWI E \ 135 300 150 0 30 \TUBAL GAS) \ / _ //' \ \ 134 BLOCKS \ �, 3- $ tis SCALE IN FEET i \ \ \ g oA9 0� 121` \ //// mv lRES DAM$- \ WLUAM lCOMM BCC1300 - - LOT LINE IEA 4A ACRES 7t — — — 0 HLAR LCE ! AM sum 291DSCN LMMM- A001300 ES MI[ Pt�AM Cl ww! ; AM30° \ IED EIEC. zm/3s \ 01/w WnL Op / 1 \�1.17 AC. \ \ \ / \ 139 r ! /xt� �tE BLOCKY: Jte.w Ci c surnaElE 1114AR ACRE - AC2/000\\ 15\0VM. 74aL M 0151�k Gu s6 P NOT PLAITED 1.08 AC. ° SLSICN SSE BLOCK 6133 % Oo11111,06 1t 142 \\�` BLOCK 6 / ^ \\,Clj \ 140 5 - 17 V 1.08 AC. � ) of 41 30' EMERGENCY / �� / /' �\ // 1.091 AC. +\/ L� /� �C �/ C. ACCESS EASEMENT /BLOCKS \� \ / / // \ V/ \\ \ PHASE IILOC \(� i � gtll6veL R � �� r' l �o /j \ 16 22 \\ A 1 155 ` R \! x,�//r� 1.36 AC. / / \ \ 229 Sbt tarot ue ` BLOCK 3 \ / VOL P / 132 \ � 6 - BLOCK 12 /j ^ w . - M17A0 BLOCK 3 5^ \ t \ - // " \ We ! an - /COs/00 rtP^ < 29 IAS AC. , / �\ \\ / \/' v11. em/ta tm / / 231 144MM ACRES 1111 rum 60' PIPELINE EASEMENT / / f 1.L 3 AC. tae �/ / / 472/225 & 484/476 (LOW / 15 � j X. � • \ sl PRESSURE NATURAL GAS) / 1.13 AC. \ \ 23 p 1.258 AC. \ \\\\ 143 \\ \� / BLOCK G 154 11 $ 1 J//j-''' ...ems" ` 227B �j _/ 1 �` \ \ / 232 \ \� 1 09 AC. \J t Pg. 50 \\ / BLOCK 4 / \� , l 137 / �0 12 —\ '� BLOCK I I \; 227 / %! BLOC` !! , 27 , /^C BLOCK\\ \ i /� PIPELIN ��— �� \\ 22R ,, // 226 , /� _ \ f \\ \� 1.583 AC. \\ / \\ 30'EASEMEN 220 / BLOCKS \ 26 2.LAC. 233 1.12 Ac., 62 ��\\\ � 1� nGv\\Lys 2u531.14VOL Pg. x \ � 252 BLOCKS \ / / BLOCK4 \ \ 25 \ 130 /. \ ✓ \\ 1\\ \��..! `�..- / `\ BLOCK I \\\ BLOCK 3 \ \ ,\\ `\ �C 54 \\\\ \\ \ T\ \\ \\ 21 \\BL4 t t \� �- // / BLOCK 1 215 \\ \ \ L CK 1 �LOCKI > / \`\ / \ \` / \\ \\ \\ \ \\ r / 15' WATERLINE EASEMENT 2 / \ �/ �/ \ a7 \ \\ / �\ \\\\\ \\\ \ ` / \ \ BLocKt�9 \ \ '-14 \ \\ \ AI�K u \ , ! '� / / /BLUR to \ 4322/228 \ / \� \ BLOCK V / - \ l BLO�K3 \ \ /\ \ 55 \\ \\ (+0 128 \\ — _ ._. �/ \ \\ 213 \\\ \\ --'.._..� _.... \` _ _ 221 n / BLOCK l l \\�" DLOCK 3 "�, ' 6 \\ \ / / �\ \ 59 \ 212 11 / 39 / V (\ 56 \� \\ , / \ 127 \ \�/� 151 \ \ r BLOCK 10 / ! .�• \ \ 239 1.066 AC. \ tom .,- 38 \ BLO26K 6 \\ / \\ RL�CK 9 — BLOCK l0 - — 241 LOT t, BLOCK 13 BLOCK 4 \ / i / B '049CRK 6 C(C REMAINDER OF WADE TRACT / / 57 \ \ \ \ \\\ (� 183 \\\� _ _ BL�OG C/ 10 BLOCK4 / p 179 �, �\... 185.191 ACRFS // / 37 \� SR / '= `� j \\ I4R ----�^ ! D 179 K 9 \ / _ _ _ \ 238 \ 5 \ 147 \\ `\ / _ \ i' ._ ._ — — _ .-i' 5...... ` \ _ p i, 17R �e� I�p� /'�p�Q� �- _ �" ."l f 242 / `V t 1-,g. !N `\\ �/ ( `\ BLOCKS \ 1 BLOCK 12i .F,'{�!� '\\ 146 \\` \ �• / / / \\\ \\\ "IV.fiAV V(1G�7 ' — 205 fi —' f \ .. / I r / 255 / \ PIPELINE EASEMENT / f1 /t 44 J_17/CEJ A \� n 1R_ lR6 NA4TURAL GAS) PRESSURE 9 / � 40 1 I NN / / VvL %„ PW \ \\ �j — ' \� s7� _ \ s \l �G //� \\ \ / / �' _ `r \ \.r — 1\\ o�ovn / (' 237 1 243 \ / \ . / 203 l / \\ / \ / RLOCK3 1 1 ✓' r I_ f ���`�� �!1 \\ J \ 43 / / �. \ -.... / —^ \ I (I III / \ I I / 2.005 AC. , I. 25.1 \ it BLOCK 1 / \\ \ / 111 / SE I Ill 74 ALOCK 9 (11 158 1:1 59 I I / 1 / /\ PHASE 10 1/ o BLOCKIO \\ ` ,,tet ,. BLOCK 7 � l57 1 ' IG0 , / ` .- 187 - f�p/� \ \ BLOCK 3 �� / a`Vt r_ C73 ,, BLOCK 9 \ I I I / l6l P GOV 236A // a V I' 75 1.437 AC. I I I /i/ . 6 ACRES 41 IOR `i r \\ \ � s. t / BLOCK 10 _ / \ 9• PHASE 1 > I — \ BLOCK 1 ' — — L'� / \\ \ BLOCK 2 1 I It, BLOCK 2 �\ \ 109 / / \\ 112 \\\ 113 �i I �/ B�SrYK \\ 18R , ���� \ / 236E ' /'% — BLOCK 10 \ \\72R I I II l 7G 1 10 I Il t t I \\\ \\\ 115 I ��1+ ` \ V 162 \ �/ n \ j—/ \ \ 2047/258 BL7\•+ � 169/PHASE / 1j 2 170OCK/ DLOCK91I O 165 0R � \BLOCz 245 BLOCK 2 I 111 I \ 163 9 O 69 BLOCK2 BLOCK 7 tl6 /1Ra 000 \ /I/ o�' BLOCK 2 11 11 ! ►1 1111 164 85 7S Iil 119 —/ �1I1 \ 252/ 11 246 � 67 1 171 BL 4 11 172 173 19179\ 117 , 111 I I 11 �I/ /; / ,✓'_ \ �• / \ / \\ \ , \/ MN. FF=266.5 174 DLOCK9 000//J//f�( 89 , \� I_ ^ \\ 166 \ 165 247 f RI CK 10 /� / VR90K mV1610H ! IOC ` /DL C�\ 3 \ BLOCK 2 / / '\\ IILOCK ` /'- _. J 175 \\�\ I \� \ BLOCK 2 ('I� j� ^� (' r r ��') \ � /� / 248 \ _ 1L23 ACRESm�Wei® ' 1 �j\ \ �\ / / � �/ ` � 1 , /� �� F � IVV gym - I I I I �'I I � \ BLt O � — \ ' ice' /— BLOCK IO s00 65 66 86 1 // '� f4�fG�� p /�f�� �/ \,_.. ', nfi�n�m corm — —il ELEC. ESMT. I p����j1 I BLOCK2 I I (DLOCK2 I I BLOCKS 1 Ir9 GVJI I 1 1 / 192 r �) r — — _%� �_ I // \ 250 4887/265 \\\ \ / ,\ !-f7f'\�7G �� / ( SIA ( 81B 1 1 1 I 104 1 1 I 1 / LOCK9 / /\ 1 F r/ 249 / •� /1pS I R7 RO 101 Ip2 BLOCK8 / i 1 1 �/ 1 1 61 \\ \\, \ V//O ApV�fTG�71- (Iy.Q \ MIN. FF=2G6.5 I 111.135 AC. I I 99 11 100 1I I1 1I t03 111 105 III �0u 1i1 \ 176 ///BLOCK IO I 194 1I 195 II 19fi 19 I9S / I Vol 0/ 6 \� 'X 11 ' 1 1 ( 1 1 I 1 BLOCK II) 1'1 III 111 111 I I �/ � � � \ 11 —_.. I I ( ( (( 11 II I ( 1I 1) I I 107 \ �� I� 1 I —A — -------I I-------- —� — — _JL__JL__�L__JL__ _JL__J __IL--- '�------j�----11--JL__JL—_ JL-- /\\ \ Stousland Road N/,aamts E J C _ VAIE _ 7�FINlY. C J OWE Jw O .� _ -. _ - � - ACM �� 1� /;am - : o ACRES ® T1\Ylai tiGwc tsr ® qSf, 6wo11E t. 'IYCN•� Q� J C sllllonlE 271 Aates AMIGM C tFA6UE - FOziwo 8/� S1Yi1 nwueatt IFAGIE - AC2t300 LIAER E - A02 SM QA N/f WCIt pxm WCAbD W ftw 31AD lIIii NCf WBRD taoo Nor W1TlD 1471715 IYSEl1E w N/� J c STUMAI E J C S MMM tt/iKOE - Mi1sCC J C SNIEYIIE tEIG� - AMIS C tDbOE - A00130D tcao ACRES 7.54 Aat6 aUM MIs1W1 FSfAE NA//PP 120076 M69 NCt RAli6'8 t t3 INCN PAf�C RMAMD CO~ a6C Aa21000 84M ACRES NUr 028R/ �• ' WA4r ACRES AIMED Msf PIAIED NOT MAO® J C 51111111M W= - AC2Rf00 PRAT J 1E4. ! E� TE 17.64 ACIRSJ C SMENIE tFJC1E - A02140D IFAM - A021s00 t2sQ/lf /aEE -. - NCr RAI® IIIM ACRES Nor PIA3113) NCT rtl Nor RAM REVISED VICINITY MAP )T TO SCALE NOTE: REFER TO SHEET 2 OF 4 FOR NOTES PERTAINING TO THIS PLAT. � s } r P'L'AT `�ReFh,,,:. <,a .,",-. t,.i.,.mtr..nf(e � iYg �If i�.{¥' 't NOT FOR v: 3ti-aa� RECORD _�a„t .,.•,. t ,;,a tt �. t � � i.r�3 '�t, i`•uY,. ,r.�tss'�� a�„+,,, ” �I ,;xssfosZ' �y! 'iY �l f.. t, ;4: t, k . t .w��a _ v-. LEGEND EXISTING CREEK/DRAINAGE ENGINEER: - - LOT LINE --_--_ SUBDIVISION BOUNDARY SCHULTZ ENGINEERING LLC — — — — — — AGUE/SURVEY LINE STREET RIGHT-OF-WAY LINE SURVEYOR: Q• PROPERTY CORNER College Station, Texas 77845 L EXISTING PIPELINE PHASE LINE — — — — — — — PUBLIC UTILITY EASEMENT . . . . . . . . . ORIGINAL DEED LINE — — PRIVATE DRAINAGE EASEMENT g7g 764-3900 Fax: 979 764-3910 — — — — — PUBLIC DRAINAGE EASEMENT (979) 690-2642 I' ACCESS EASEMENT LINE t"OKLLI IVI I INIAM T t-OL/A I SADDLE CREEK SUBDIVISION 6;6.239 ACRES - 38 LOTS PH. 11: 34.025 ACS. -19 LOTS' PH. 12: 32.214 ACS. -19 LOTS SAVE AND EXCEPT SAC DLE CREEK SUBDIVISION PH. 1: 60.528 ACS. - 35 LOTS PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.794 ACS. -19 LOTS PH. 7A: 17.770 ACS. - 6 LOTS PH. 713: 32.369 ACS. -19 LOTS PH. 9: 32.023 ACS. -24 LOTS PH. 8: 43.286 ACS. - 26 LOTS PH. 4:19.804 ACS. -14 LOTS PH. 6: 21.899 ACS. - 15 LOTS PH. 10: 26.655 ACS. -16 LOTS JA 'ES C. STUTEVILLE LEAGUE, A-216 COLLE637E STATION, BRAZOS COUNTY, TEXAS OWNERS: AUGUST, Zoos Saddle Crook Su division: Saddle Creek Subdivision: REVISED SEPTEMBER, 200E John A. Malley Jennifer B. Todd REVISED JANUARY, 2009 48644 Vista Palomino 6454 LoBlonc Place FEBRUARY? 2009 (REV. 2) -LaQuinta, CA 92253 Rancho Palos Verdes, CA 90275 REVISED JULY, 2010 REVISED JULY, 2012 REVISED FEBRUARY, 2014 19 -32 DA2,R1 IH Cl. -LID ENGINEER: SCHULTZ ENGINEERING LLC 2730 Longmire Drive, Suite A SURVEYOR: DEVELOPER: College Station, Texas 77845 Brad Kerr, R.P.L.S. No. 4502 Saddle Creek Partners, Ltd. 4440 Bentwood Drive P.O. Box 11995, College Station, Texas 77842 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77845 g7g 764-3900 Fax: 979 764-3910 College Station, TX 77841 1979) 268-3195 (979) 690-2642 I' SHEET 1 OF 4 19 -32 DA2,R1 IH Cl. -LID Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 239.37' 850.00' 016'08'07" 120.48' 238.58' N30'32'45"W C2 200.88' 750.00' 015'20'45" 101.04' 200.28' S30'09'04"E / *0�/% / I / ,,,, " �__ 0 � \ / /}/ -\•iii/_/ / I '�^ %/ lam, -� / %�ii '// r / /// wx wa o/ + / / / / / 96CNmH P -' i� moi'// -'� // ( I cl'� // / / / h + 000 /� //j/ / /�/ / t n / / / / + / �! / / / / x,C \/ �// // / / ` , ! j +, s %'111 /ice/!/i/// // _ �- / _/ l j �A' + - �� ///l . � J / t 1 ` // ./iii'/�/ I R'`_ -_ r- \ / 11 P \ _-- _ 1 - , / /� // f - -� W� __11__1 - G� Ugov- /// 5' WENRT UI�E // /t II__ /-./ r /- J ` \ a 4U2/228 - ��g _ ''P�" ` / �r� `�l�j/ /i / / / / 11�\ \ / 1 / 3T/NQ R� / / 11 tr J/ / \ // /��\ \ l \ / / / �\ t \ \ / \ - 11 / �W"M or MM OM // /i/ is \`\ �; - -- - / '\ \ - \ / va an.vaux /-- / / '- %- - - - >> _ - \ t NO ENT IN111CATED\ IN It / 1 "� �Tm / / _ / ij �` r - - _ � - , -- - - _\ i= - - - - -�. -. \ -� MTOENT"?" {IS -3 / / / / / i' /iii / / e v // / \ \ \ \ P (tOW irRESSURE- / / / � _ , / / / / /,- / // i / -, I,: V �' z ♦` i / \ \ \ \ \ \ \NATURAL GAS) I / 11 / -^ \ \ I // �i %�/� / \ \\ \ \;� ` 30' PIPELNE \ \ \ \ \ \ l\ �/ / - i \ / /i / i i / \ / / ` / "� �' I �♦ \` (LOW PRESSURE \ \ `/ \ \ \ �- _ - _ r -'1,1 / / ,-,.,\ `. \ - A / / �i / / i / I / - - - \ \ ( \\� �♦ NATURAL GAS) \ \\ \ / \ \ \ \ \ �' + /__- /'i t ` \ J / // �� // "'l, �/ r`_/� /\ \��\♦ \ \ } \\ / \ \ \\ \ - - - -/t�f ,/:iceI li!\\ \ 5 /-,// r .,/- \�. \ `\ ' _ \ ` --= - �1` - 1/� � \ 100 50 0 100 / /_i J/-, / / J/ �` \ / \ \ /\ \\ \ <\ \\ LOCK 1� 13G,//, I / � �,__5:_ / / / // / // \`tI % \ \ / \ \\ J/ , % �/ /,/ - I II\ \ I \ 6 r•`` \ \ / .// J 1. / - , y 1i \ \ \ SCALE iN FAXICK EET ( �/ // / / - �i n / / �`w \1882/t29 \ \\ I ENT� //\ _ i `'` / t �\ \\ \ ` \ t \ ! / J / / C , / / / % // ` / / - /. `/ \ \.. `� (LOiY PRESSURE \ N \ \i 138 11 `l , ? \ II , •�.i'S\ \ \ i \ w o -� _ � / / ) // / / / / / \ i C \ // / - - ` ATLTRAL GAS , \\ \1 1, \ _ � - - ` (%. / / 1". 1l + ' ((I \1 I \ I 16 i11 / .11 r i / / - - - / i ` ��. \ \ -/ \ - - - , / 134'46 t I t� / ` / 1 z " / / / t i /:/ _ Op, /` // /> // �'11 // / /\\ I. �/ //! // / BLOCKS 1 `7 �.� \ \\ \_ _ %_If t + r ^ =� ( � l / R/ r / / / I _\ I. /� - / : �.\ 19 - , \. t� -\ \ � �� \\ t �t \\ ( _5 �, \ \\\1`` \ i ( \ Zi 8 15 1 I'll ,- i ,� . \\.i / / / / / - / \ \ \ / \\ \ ..n ac. : �. T` \` / \ \ i 139 1 \ __ \ l 1 /l ---> �� /.- //e / / / /i�E w.Etc" TorEeel> - ( \ \ \\\ / ;\ ", ti ♦ \ \ I \- \ a `;, t` 1I )l \ \ G 9 O / / (y. \� - / / / / / J c snnt\u 1 - mz+eao ) \ } / 1'/ \ \• ` \• \ / / t stocK -i-- � ' _ \ \ . Q.� 1 / ! / / Y,�� G -.11 / / / Ilor PLCim r I /// 4 \ \\ \ Bare �o. \\ - �\/ / 1 l I i \o C. y\ : e ` / \ / / C /� / / / / / \ \ \ � { � - // ^� \ 1R \ yam`\ �♦ / T \ •a�00WREISM \� ^ � ( - - \ \ \ { a oK 1 0 60 . // \\\ Los AC. j" / �\ r ' / - , \/' BLOCK 6 /",/­, \ � , \ \ 140 1 BL CK 6 (J , / ii✓i �� - y� /-' / / // r / // / // -' I7 `,`:✓- \` ,., \20 L\ \ \ _. '� 1 / I Y'Il 1 t \ \ \ \ 5 3 4c� r , e iii 7 C ii/ - /- - / / ! / \�\ ' \` \- fi. \\ \ \ \ v� 1 I +14 1 f 1 h i ,- / ` \ / �_ / / // \ \� : \ Los AC. i -,. %''4c ' ii ice. \ - 30 EMERGENCY / / / /I \ \ \\` ,,/ �I \ - *�-- 141 + C -� ( \ i \ 1 1 ♦" ` / / j /�i ii/ ` - -\ / P(-- - - - - ACCESS "E`ASEMENT J -1 , : / \ , / \ \ 1 / _ \ / o� _ � ,// \\ PHASE I j ( , \ Ru \ / ,,_ _..rte -- OiP --- -- / / // // %� C T j _ /:i \ �� \q \\ \ \\ / ,n.♦ 1 1 / /J/'(j I \ I 1 \ \ o�6r \ \ t ��/ /� / (- -r R // +\ / , \ I Loc\ a I Reit; ,\I \ \ \ / ,.-� r� I / \G / _ � / / / / �..\ / < \ \� �c \ \zz \\ \ / ; /� ! ! lllil '1 I 1�; \ i \ - �- �, .� , // , \"� - - _. - / ` / 1 \ \ BLOCK 3 1 \ \ %�' f / \ + \ �` __ - A0 / / i /i - 11 / \5 _. - - - - _ - / - / 1 / : 'r ' N I IICo 3 / 5_ �%O� p 132 t r f 7 :�. 5 1 \ arx w� / I L�� /� /i""'l-,"i 60' PIPELINLT• EASEMENT / / { i y T\ -l. ogs O 29 / \U. Ac. �` \ \ „ ♦ \ \� , f j ( �1`.j ,� a ra emv/en 7� 1 t L, ' / ! /% - \ _ - - - - / / 472/225 k 4$4/478 (LOW /L ✓ / / ("( c ' ` `\ J.123 Aq.- e \ ` _ \ \� / `v ♦ 14'- ♦w.i I / 1 \ \ ` IF / . / / ,- -- - // - - - - - P4ESSCRE"NATURAL GAS) / . ``J p ,.%' / I \. \ I ! 5l �a / / N' \ \ - \ ! / ♦, _ �7 /� _/ \ / \♦ / \ / J./ 11 Ii 11 -- i>,,,�/,�,�-- \ - _ --_ --- _ -- `_ _ // / C ♦\♦ ! `_I(25SJAc.\ I \Z: / \ ¢ / ♦\ \ u3 `, / \ ♦. \� 4 / / - / \ � _ / " i may\I `C .\� '" \ ' n \ i1 / / \ ljf( \ \ \ !\ r / / ,, ,\ ._,2---/ \ / ^ /CO / ` n.♦ 4/`.:' I,� I \ /i I // `J / lisa \ 13 / / ' �� F 7 ,.11 /- ' \ // / / uEGe Sr, / � p V ,/ . `;, _ I f BLOT G(\ _ - 1 ♦/ / -•. \ \ / MO N P$---ti\`I.9 AC. , , - J �. . / \ i ♦ i / \ .'-'� [ /-' \ ..., N• i ♦.� i / / \SU `\ / BLOCK4 / .\ / / Ii ( ) `\ - ��! .._-i / i i \\ 1-1 \ 'C?C?lit. L \ //2 •. I \ /� s22� 3 ,4 B / m, ♦♦\\ ' \ ` "�`/ 7 / /, \ AlT 131 II {I \ \ �'`-t \ 1 / J 1 ` i .- \ BLOCK 11 \ ` -a, / / }, \ 43 / / , < . .` 2 ,♦ BLOCK' \ / L 1 I O / .� / .227 (�� (� / "ct'rae \ r \ - 426 vuE ♦.♦ , , ♦ tt t , ♦.♦ za ` . '':'- \ 1 / \ J r; \ / _ �' Bleier 1c: \ \ \ \ �� _ - 88' / / ♦• ♦ 1.583)A ��\\ ` , / /r / : / ` `:�. / / I ( �: % 30' PiPECI ` i�r . \/ r - +{ \ -�� \- - !�, 22a \ / / sT ocx s .. / �.. \ `� ` / jll ,c \ \ 1 / `\ \ Zzo ) . \ tl - - t\, s In e� /� ,_ \ , \ \ v / I : , / 3 m I i \ \ \ EASEAIEN ✓ " , ! � 1 t , / 89 AC. '. a 1 +� �G ( / 500lLaaass.�tta�-1 Bao \ \ \ ) / t3 �.v ,/ ♦., \ -`: \ / / /: ♦ ` / . \ ��. t ' \ \ 1842/337 r r x / _ 6 \ \ - /j \ �,. -7 t6 PCa� \ \ \ 1 � - / .- - .� 1.12 AC. ♦, \ / \ . I a9 . �\ , / / \ •1 \ \ �:� i \ /`.`.� \ \ %.% -Y / ) ._.- '-212 AC. _ }.,/t i \ - / '-4�1 '.7" 11 -. Fr ! . /�+ / ^� / "I "i°'m/ \ \ - \ \ b _ 1 / // / \.tl / j , \ \it` \ 1�i �1Lq n ! \ \\\ \tt ,,Iis, i v / I / Y \ � \ \ \ ___. -.\`- -- /_ // / / / % 1.146- / \, Vo! . ♦. t { I i _ � / / \ \ \ \ � - /L. _ / / � ` / / , \ \ \ / / 9 �` � \ \ � � --� \ \ / �. a s ��� ICS i Ji ) j � ,7:i ___ � / r \ \ \ \ ) / \ .- // \ / / , ` .�:I / / . / `\` / ' ``,`�. BLOCK 3 `\i . / / �. r \\..` 130 * } ''` , - '\ / ,-„ / \•+ \ \ +\ / + \ \ J / '\\.� j } \ , / ""I:.+ \^ / \/ // `�\ \ \\ \ \ \ \ /_. ); _ / / 4 / _ -.� ..♦ / \.\ 48 \,,` , BLOCKa `.`:4 �1 /� \ \ \ 25 / / \ ;• : , / „��y1 ,\11 �/ U\ �`/\�I\ - \ i \(\ Ji .. l t 'iV" / / r < / \ \ \ \ } ( \ l ` /� // . . stocK 3 - !/ J , , . / t \ / \ VT1 - ! \\ '`C\ \ \ / t. / I 'u1 :c_ -7 -i i /' n .\ \ti / s / -. \ \ \ \ \ \. ( �.. 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"0 PCRES) far FUMED Nor PIAim 0 i C P1AIF0 LEAIAE - ADMOO 7.64 ACRES J C . i REA 81901E - M2IONN AS ACRES . 3424 ACRES !*RLLIMINARY 3' •:NOT St14: t..� � �. FIS I 1q;*CQ4 I 270 EXISTING CONTOUR - MAJOR -.I-a-w_w_ PROPOSED STORM CULVERT 268 EXISTING CONTOUR - MINOR FHnr PROPOSED FIRE HYDRANT - - - - EXISTING CREEK/DRAINAGE . . _-.,,, _ PROPOSED WATERLINE SUBDIVISION BOUNDARY PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE TIME EXCEPT FOR A PORTION OF THE DUCK HAVEN SUBDIVISION. STREET RIGHT-OF-WAY LINE --'--`------- LEAGUE/SURVEY UNE O PROPERTY CORNER 10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE RUNOFF FLOW DIRECTION --�-- -0.- EXISTING PIPELINE • � s w"N� m � Ir PHASE LINE --------------------- PUBLIC UTILITY EASEMENT ............. I............. ORIGINAL DEED LINE ----------- PRIVATE DRAINAGE EASEMENT L8 12. ELECTRICAL, PHONE AND CABLE SERVICE FOR THIS SUBDIVISION ------------- PUBLIC DRAINAGE EASEMENT \\\"' = COMMON AREA , - - - - - - ACCESS EASEMENT LINE THE FOLLOWING PHASES: 11 & 12 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY NOTES: 1. THE CURRENT OWNERS OF THE SADDLE CREEK SUBDIVISION ARE JOHN A. MALLEY, 48644 VISTA PALOMINO, LaQUINTA, CALIFORNIA, 92253; JENNIFER B. TODD, 6454 LaBLANC PLACE, RANCHO PALOS VERDES, CALIFORNIA, 90275; 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY U TY AND INCORPORATED AREAS, MAP NO. 48041 C0325 -E AND NO. 48041 CO375-E, EFFECTIVE DATE: MAY 16, 2012. 4. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED IN 2005. 5. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS COUNTY REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT THE PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO MEET CITY OF COLLEGE STATION REQUIREMENTS. 7. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED. 8. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER 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 DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. NOTES, CONTINUED: NOTES, CONTINUED: 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN 19. BUILDING SETBACK ARE 25' ADJACENT TO ALL STREETS. SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND ADDITIONAL BUILDING SETBACKS MAY BE REQUIRED BY DEED CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND RESTRICTIONS. STANDARDS AND WILL BE LOCATED IN THE 16 UTILITY EASEMENTS AT L2 THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL 20. NONE OF THE CONTIGUOUS PROPERTIES ARE PLATTED AT THIS PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE TIME EXCEPT FOR A PORTION OF THE DUCK HAVEN SUBDIVISION. PROTECTION REQUIREMENTS. L4 60.32' 21. MAINTENANCE OF THE COMMON AREAS WILL BE BY THE HOME 10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OWNERS' ASSOCIATION (HOA). PROVIDED PER CITY STANDARDS. L6 11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY 22. RESIDENTIAL STRUCTURES SHALL NOT BE BUILT ON OR NEAR GAS PIPELINES. A MINIMUM SEPARATION DISTANCE OF 15 FEET FROM THE RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC PIPELINE TO THE RESIDENTIAL STRUCTURE SHALL BE MAINTAINED, UTILITY EASEMENTS. L8 12. ELECTRICAL, PHONE AND CABLE SERVICE FOR THIS SUBDIVISION 23. THE LAND USE IS SINGLE FAMILY RESIDENTIAL. WILL BE LOCATED ALONG THE FRONT OF THE LOTS IN THE 16' PUBLIC 24. CHANGES FROM THE PREVIOUS PRELIMINARY PLAT OCCURRED IN UTILITY EASEMENT. THE FOLLOWING PHASES: 11 & 12 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY N35' 45' 41"E BRYAN TEXAS UTILITIES (BTU), ADDITIONAL EASEMENTS WILL BE 192.10' PROVIDED AS REQUIRED BY BTU. L12 14. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY N22' 24' 09"E WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID 150.16' EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. 1,14 15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY N48' 23' 51"E EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT 87.32' ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG THE L16 COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW EXISTING N67' 31' 19"E DRAINAGE WAYS. 87.32' 16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE L18 ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY N54' 21' 21"E ENGINEER. 92.72' 17. THIS DEVELOPMENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION L20 (ETJ) OF THE CITY OF COLLEGE STATION. S45' 21' 17"E 18. BLANKET EASEMENT TO WELLBORN WATER SUPPLY CORPORATION 405.59' (303/385) DOES APPLY TO THIS TRACT. LINE TABLE LINE ## LENGTH DIRECTION L1 89.07' S45' 45' 02"W L2 89.99' N18' 13' 49"E L3 108.13' N1' 16' 20"W L4 60.32' N15' 26' 21-E L5 111.18' N4' 37' 26"W L6 68.38' N15' 47' 26"E L7 54.32' N37* 37' 55"E L8 108.84' N1 O' 50'.02"E L9 189.40' N10' 16' 14"W L10 181.89' N35' 45' 41"E L11 192.10' N62' 02' 16"E L12 128.90' N22' 24' 09"E L13 150.16' N61' 16' 30"E 1,14 95.85' N48' 23' 51"E L15 87.32' N22' 28' 41"W L16 100.00' N67' 31' 19"E L17 87.32' S22' 28' 41 "E L18 160.15' N54' 21' 21"E L19 92.72' N6' 52' 18"E L20 61.97' S45' 21' 17"E 1. L21 405.59' N42' 57' 16"E / _ _. i �wa�acr ME rnw H "" ' - - - - \ II r_ ` _ �.��- / l 159 AC. /// \ , wN//rr Ii -229 Imo/ -BLACK 12 .. \ \ \ ' !at Mllai LLC ].502 C: -, \ / / \ \ IS W ICAN - M17700 / ``(� /"I', /I 231 \ �: � \ \ WE RAI I -too ` ! /// \ 1.85 AC. - (. } \ -_;- ' / I , ' v' 1 f I y \ Z//' BLOCK \ I / AQ. I-, 226\ ii'\ \\ I -''%.•f i / \ //'\ 1.053 AC\ i // \ \1 : i' \ i ,/L \ ,z, , -' BLOCK 12 \ } \,% \ \ /i \ 1 A ' 4A \ -14.1 \ k;/ \ J \ ,Wane / 1 SI =\\ 1.23 AC. \\ \ / ' 1 ! IlLo/2u /Tt r�:\ '' / I /1122AC! r �`'`.-_ -'"" \ -' ; ) i,; ! -\ \ I 1 ---' t \ t. 6 ACS. 1- \ t - - ''BLOCOK 10 N , \I ,`% '' \ \ \ y 1.14A C. \$ 3 \r r% \ 257 \ `\ !� \ \ \ \`ttiOCK lO-� in! -a` -\, 11' l\nc\\ \ \ �..: 239- =;% /, \t ms`s-, , N \ \ I.127AC-'- - \.,2,41 \ i/�� -'�\. ii 1 -'�.-�.0A-1111 Ll4A\ . \ - yG' \ \\ \ .---\ .;; \ 1 I C. 77 \ �! - .538_ _ _ ,�5-7-3•-.G \ \ t 1) ,ice -y \ +� \ 1.102 AC. \ -\ , \ i ' � �=" O \ ___- - - - - \ \ 1.I ..V. \ \� ice' _� r \ } -' } "-_'-- \ _�"._� 1 1 /7.21 A0. \ / I! ; \ 237 li � \ \ \ I I_ * �i f ! \ i �' ' i766•rlc..- �� �C� \ \, 243 T C. \ I %%%�ti.. / / / r \ 'I i - 9) \ / \ -\ 11 iC�e � f r--. _�; _mac' - 1 ` / / - / i _ r -;-- IfAsA. 11 - yf{� �aFo�ic to \ i 1 - f; - \ ✓ \ \ `244 \ O 1 1 -%r' / i '_. t \ I! I} Ilt"*"iii (/ \ 11 \ 1. �:y _ BLO�C5K JO / \ \ (C a �.` �. %>". f \-�I, 219Aa 1 h 2N7>� rAs�ir , ` /f _--`�\-\j \' �k),\\\ PHA S`�,I1� l �\ \ r\\ _ \ 245 . _ IJ / \ 1 t �LOC`IC la. , �\ \ � \ 247 ,� \ `. ` �,....� ---"'" zs1 I y, ) \ 1;' \ \ 199 \ \ \�' =-'; I - \ 119,AC. �\ �\ \ ` J.30 AC. I `c' �`'\ y, \ \ \\lll L-:�'-'A'` _ .248 \ \ °-_---_ ----- _ I IJ" I l I \ I � �\ \\.411. \ \ -�I - i \ j I I I \\ \ 10 7--\k, \ N CII\ \ ,\ \ , - I (I \ \ 11 ,,--- If __- 249 \ - I Irl \"-/ / 1 \ \III 19s1\ / \ ��(\\ ..:,, zslac. Ali \-.- \ \1 i I / il" _ r- _` _ --_ -')P) I \�\ _ _�i- ? 928 \ \ - _ - t �'// \ \ _ \� l61 10210011 JCC OM07 LUME - AMISW I.. REVISED PRELIMINARY PLAT SADDLE CREEK SUBDIVISION 66.239 ACRES - 38 BOTS PH. 11: 34.025 ACS. -19 LOTS PH. 12: 32.214 ACS. -19 LOTS SAVE AND EXCEPT SADDLE CREEK SUBDIVISION PH. 1: 60.528 ACS. - 35 LOTS PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.794 ACS. - 19 LOTS I , 7A: 17.770 ACS. - 6 LOTS PH. 7B: 32.369 ACS. -19 LOTS PH. 9: 32.023 ACS. - 24 LOTS PH, 8: 43.286 ACS. - 26 LOTS PH. 4:19.804 ACS. -14 LOTS PH. 6: 21.899 ACS. -15 LOTS PH. 10: 26.655 ACS. - 16 LOTS JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY. TEXAS OWNERS: Saddle Creek Subdivision - John A. Malley 48644 Vista Palomino LaQutnta, CA 92253 1. SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195 Jennifer B. Todd I' 6454 LaBianc Place Rancho Palos Verdes, CA 90275 DEVELOPER: Saddle Creek'' Partners, Ltd. 4440 Bentwood Drive College Station, TX 77845 (979) 690-2642 AUGUST, 2006 REVISED SEPTEMBER, 2006 REVISED JANUARY, 2009 FEBRUARY, 2009 (REV. 2) REVISED JULY, 2010 REVISED JULY, 2012 REVISED FEBRUARY, 2014 ENGINEER: SCHULTZ ENGINEERING LLC 2730 Longmire Drive, Suite A College Station, Texas 77845 ... P.O. Box 11995, College Station, Texas 77842 (979) 764-3900 Fax: (979) 764-3910 SHEET 2 OF 4 DUCK VEN I SUBDIVI ON PHASE VOL. 8240 PG. 6 � 16 I 7- g 0� REMAINDER OF DUCK HAVEN, LTD. Z 188.04 ACRE TRACT VOL. 4011, PG. 142 �O /' - NOT PLATTED \ 3 _ \ 20' P.U.E \ I .2� 2� \ � ,121 •o1.z,' %��ti P) 230 \ i 229 i 1.59 AC. so' P.U.E i NSF / 20' P.U.E �L� / CK 12 �� (TYP') \ BCR RANCH LLC I o �,- P �s• P.Ii !� CLQ- / / \ W MILLICAN - A017700 1 / cTYP. 6 - -- = /,) 1.502 ACS' ^- '�/ \\ BBBL & CRR - A008100 231 / \ \ NOT POLATTEDES 44 1.85 AC. WaClf 24, UVe U69 �, 8 1w / / �0$ X30\ 16 P\/ .__22- .U.E % 1 ���. (TYP. / �\ (•) s- \ �� / / PRIVATE //' % ` `\ 232 / \ .310 AC. j RAINAGE' h ^7 / ` ` `� ` 20' P.U.E. f�� /_��`" - �\ cP 1 \ \ �T / / \ ` 8 < 1. 1 O AC. BLOCK 11 N BLOCK 11 l �� ' ` `--� �- - \ f �. \ \ ;'1i \4.224 A 30 IIP i� / % \\\/ i _ -g\ \ �� ^, ���.E. 226\ 6�,�/ �/ ��• 8 �;i'�--/ \ ✓ 220 \` �\ t /,/ // �� \ \o/ �i EASEMENT � \ \ \ 1.053 AG.��� \ -� ' -BLOC, 12 f +- \ . / J0' P.�.EI'\ 689 AC. - �\ ,� _ %. , �/� \ \ otic ;� / - \ 1 42/337 4 �` / ( .)/ > �Z- 2M. AC. Ic'),// 06 \\ P$ -__Li BLOCK 11SU F�E - N ATURAL GAS %�` ?1000\ ; 219 (( \ �- \ \ \ C \ \ z; 4 CA 1,.n4 AC. \ i FL \�(� N30' 47 53yk _24a7.U/ / i 01~1 \ 32 1 i �o C / -�-� \ �( 1.213 AC. �, � , - ,w _ 2�• /'. \ \ / i't \ U ...-_" ,..• \ ✓ 1 % e BLOQK 11 BLOCK 11 \ \ / i / T \ 224 y \ t \l 5 \ r \ \ \ `\ f \ -\ �� \ i ' \� /1.212 :--16 ' P.u.E \ \ \ 214 \A'\ \ \ \ \ \ \ f \(TYP1 \� I / 22, BLOCK II/ \ 1 ` > 1 I / -c \ t /-- I . , I AC. ti \ ,7g'7• rive �.829.- \ \ \ \\ \ \ --� - - - 16' P.U.E. ®\ ` \ \ 213 \ \ t _ -- �j - (7YP.) 221\ \ ' /26 / BLOCK 10 \ \ - \ 240 ,moi dle ST _ - - - - - ' \ �� 1.14 AC. \ \ Cee / o � .u� ' \ w-,2 ILVe � S / � � , \ ...-- 5T "'" ' " BOCK 10 � \ �+ ---- " 31 93• - / aIlTe Cre ' I \ 100• ek DriW. ve EE ®F 4 \ - \ \ _,2-----_w-,a ST / '� / , H N \ 23 BLOCK 9 - _ _ ._.- � \ / 1 MATCHu _ \ \ \, i �, - - - ,�- - - - L - - BLOCK 10 \ \ , \ _j I , \ , I r, LEGEND LINE TABLE EXISTING CONTOUR - MAJOR ST - PROPOSED STORM CULVERT 270 268 EXISTING CONTOUR - MINOR FHm PROPOSED FIRE HYDRANT N67' 31' 19"E EXISTING CREEK/DRAINAGE W-8 PROPOSED WATERLINE L18 SUBDIVISION BOUNDARY N54' 21' 21"E L19 92.72' N6' 52' 18"E STREET RIGHT-OF-WAY LINE - - - - - - LEAGUE/SURVEY LINE L21 0 PROPERTY CORNER 4.• RUNOFF FLOW DIRECTION PL EXISTING PIPELINE PHASE LINE - - - - - - - PUBLIC UTILITY EASEMENT . . . . . . . . . ORIGINAL DEED LINE - - PRIVATE DRAINAGE EASEMENT 165.00' 058'48'04" - - - - - PUBLIC DRAINAGE EASEMENT\\\\ N13.17'O3"E COMMON AREA 173.33' ACCESS EASEMENT LINE 042.15'39" 90.82' LINE TABLE LINE # LENGTH DIRECTION L15 87.32' N22' 28' 41 "W L16 100.00' N67' 31' 19"E L17 87.32' S22' 28' 41 "E L18 160.15' N54' 21' 21"E L19 92.72' N6' 52' 18"E L20 1 61.97' S45' 21' 17"E L21 187.40' S47' 03' 30"E L23 109.40' N44' 52' 09"W L24 125.70' N2$' 05' 04"W L25 126.45' S71. 29' 03".E Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 239.37' 850.00' 016'08'07" 120.48' 238.58' N30'32'45'W C2 200.88' 750.00' 015.20'45" 101.04' 200.28' S30'09'04"E C3 92.22' 750.00' OOT02'43" 46.17' 92.16' S41 -20.48"E C4 40.34' 25.00' 092'26'45" 26.09' 36.10' N88'54'28"E C5 169.33' 165.00' 058'48'04" 92.97' 162.00' N13.17'O3"E C6 173.33' 235.00' 042.15'39" 90.82' 169.43' N05'00'51 "E C7 100.08' 165.00' 034'45'14" 51.63' 98.56' N01.15'38"E C8 241.17' 235.00' 058'48'04" 132.42' 230.73' N 13.17'03"E C9 38.20' 25.00' 08T33' 15" 23.95' 34.59' N01'05'32"W C10 40.34' 25.00' 09226'45" 26.09' 36.10' S88'54'28"W C11 38.20' 25.00' 087'33'15' 23.95' 34.59' N01'05'32"W C12 39.27' 25.00' 090.00'00" 25.00' 35.36' N89'52'09"W C13 39.27' 25.00' 1 090'00'00" 1 25.00' 1 35.36' 1 NOO-07-51 "E C14 92.81' 850.00' 006'15'21" 46.45' 92.76' N41'44'29"W �\ 1.127 AC. o \ X41 100 50 0 100 SCALE IN FEET \o 20' P.U.E BLOCK � 0 258 1.06 Ad. \$ \ 1 257 \ 0 - o *_ \ I 1.05 AC. \\ \ l { ASP\ 12\` \ ` 06.5 SHEET 3 OF 4 - ��` - ; S�i� o TCHUNE 256 REVISED PRELIMINARY PLAT SADDLE CREEK SUBDIVISION 66.239 ACRES - 38 LOTS PH. 11: 34.025 ACS. -19 LOTS PH. 12: 32.214 ACS. -19 LOTS SAVE AND EXCEPT SADDLE CREEK SUBDIVISION PH. 1: 60.528 ACS. - 35 LOTS PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 5: 27.794 ACS. -19 LOTS PH. 7A: 17.770 ACS. - 6 LOTS PH. 7B: 32.369 ACS. - 19 LOTS PH. 9: 32.023 ACS. - 24 LOTS PH. 8: 43.286 ACS. - 26 LOTS PH. 4:19.804 ACS. -14 LOTS PH. 6: 21.899 ACS. - 15 LOTS PH. 10: 26.655 ACS. - 16 LOTS JAMES C. STUTEVILLE LEAGUE, A-216 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNERS: AUGUST, 2006 Saddle Creek Subdivision* Saddle creek subdivision: REVISED SEPTEMBER 2006 John A. Malley Jennifer B. Todd I'' REVISED JANUARY, 1009 48644. Vista Palomino 6454 LaBlanc Place FEBRUARY 2009 (REV. Z LoQutnta, CA 92253 Rancho Palos Verdes, CA 90275 REVISED JULY, 2010 REVISED JULY 2012 REVISED FEBRUARY, 2014 ENGINEER: SCHULTZ ENGINEERING LLC 2730 Longmire Drive, Suite A SURVEYOR: DEVELOPER: College Station, Texas 77845 Brad Kerr, R.P.L.S. No. 4502 Saddle Creek Partners, Ltd. P.O. Box 11995, College Station, Texas 77842 Kerr Surveying, LLC 4440 Bentwood Drive 505 Church Avenue g 979 7643900 Fax: 979 764-3910 College Station, TX 77845 ( ) ( ) College Station, TX 77841 (979) 690 '2642 (979) 268-3195 �' SHEET 3 O F 4 BLOCK 9 EET 3 OP 4 ' r-w-'f'�" _•�.-"""I'` ' r -" 1 ''�.\- / r - --� \ \ 1.127 AC. _ _ o X2_41 5, , I �� - -- , - - \ BLOCK 10 \ aa.�5' _ -19 5 I I .� \� \ p \ ,-„� " �_ _ 1.140. 540 / - \ \ \ \ \ SHEET 4 OF 4 B OCK/ 10 \ 1 ` I \ \� ! '"'� _ \ , 326' (TYP ) \�$ � ` SHEET 3 OF 4 MATCHUNE 179 / \ \ 183 \�,.\ ( I J 20 ' / / I� 20\I \34 52, °9 1.09 / C. \ \ SHEET 4 OF 4 \ BLOC -K-9 / \ _ -� rf I f (rYP. \ i \ \ \ da 1 3, , \ \ ,� _- - - _- - _ _ - _- 1 \l 11\AC. \� .2.38 i ,� 1%9 `� \ \ \ �---=--------- ` ( t 3, \� _ -I- /-_,-\ 20'P.U.E.\ it) 178 \ \ \ rA' '.U.E. \ �-' � � - '''' � � \ 1 - - - „ N 2'64 � .. ?>: 1 1\�u.E. 1.102 AC. (oU.E.-\ -Z42o1.16 C.Cz � \ \\ , I l �-� -,, � --___ I�I ce- \ \ 3.2 1\\ \ �` (� \ \ \ i �. _--____ ___ \ \ 3331 ;- I %255 182 / I , 186 \ v2 5\ \ - - --_� \ E �; - .i N 1 21 \ \ �� \ \ \ \235\ \ \ o ` \ " 12• °2"w ti = = -_ _ �', 44\. 5? °g - �\ I (Di AC 1 \ \ I A 0 285.58 S i C11059 ,148 1 V,6' P.U.E. � � \ \ \ , �¢� � ����\� �, \ -\\--� 1 6 \ � \ \ \ 1�.098\AC� /�� \ I I - \�\\- �\/ C \ / >\ \ ,\ \•�\ \\\�/��( �I\��\�\ , _ i'C,VW-6 -= 27 aigo 203 �3 1 266 -AG- \1,31 A\C.2,005WC. 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I \ I I i I \ I I - ` \ \\�\\� 1 \ °6�5\ \ \ �-----� �\_-__ _J----�- �� L----- _ W_ _ 4 \ _ -6 W- " 6 W-4 �. 24$ \ \ \ \ \\ r 70, FH \� f \ \ \ \ _ / �✓ - - -� / ` \ L/ \ \ \ ' ice' \ 1.40 -AC. \ - C. w �e® w,8� ��-_\\='_ - \ Michele Court -BLOCK 1.0__ 192 �' - � �---------� I------------, r--�------ � _ (f � �- '' I \\ \ • 36�% j�-'\ \ \moo, \I I I I \ 7 F PRIVA II I I I II \ \II \ \\R- I \�i'� %-Z�� -!\\�t�\ --'\`\\ ���.`�✓=\ `1\'�\ _ --�,-- 3 ; -24RAINA �:EASEMN 'TLocK I6 I \ 197 BLOC195 I I 196 i 198\ C.176 K10 194 BLOCK8 193 ' I'I 107- \ `- - I I ,,�� � -_= _ \ l - T _, 539.81' - � = - - - - _ - Curv e Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRE TION C15 271.62' 835.00' 018'38'16" 137.02' 270.42' S52'00'13"W C16 221.26' 565.00' 022'26'15" 112.06' 219.85' S50'06'14"W C18 19.68' 25.00' 045'05'57" 10.38' 19.17' SO8'15'17"E C19 282.95' 60.00' 270'11'54" 59.79' 84.71' N75-42'1 8-W C20 19.68' 25.00' 045.05'57" 10.38' 19.17' N36'50'40"E C22 248.67' 635.00' 022'26'15" 125.95' 247.08' N50.06'14"E C23 248.85' 765.00' 018'38' 16" 125.53' 247.75' N52'00' 13'E C24 257.28'-[-60.00' 134.74' 245'41'03" 92.95' 100.82' N 12'01.38"W C25 28.66' 1 25.00' 065'41'03" 16.14' 27.12' N77'58'22"E LEGEND 270 EXISTING CONTOUR - MAJOR 268 EXISTING CONTOUR - MINOR L1 EXISTING CREEK/DRAINAGE _ S45' 45' 02"W SUBDIVISION BOUNDARY 89.99' N18' 13' 49"E STREET RIGHT-OF-WAY LINE 108.13' OO PROPERTY CORNER -PL EXISTING PIPELINE - - - - - - - PUBLIC UTILITY EASEMENT - - PRIVATE DRAINAGE EASEMENT - - - - - PUBLIC DRAINAGE EASEMENT L7 ACCESS EASEMENT LINE - ST - PROPOSED STORM CULVERT FHS PROPOSED FiRE HYDRANT -W-B PROPOSED WATERLINE - - - - - - LEAGUE/SURVEY LINE RUNOFF FLOW DIRECTION PHASE LINE ORIGINAL DEED LINE \\\\\ COMMON AREA LINE TABLE LINE # LENGTH DIRECTION L1 89.07' S45' 45' 02"W L2 89.99' N18' 13' 49"E L3 108.13' N1' 16' 20"W L4 60.32' N15' 26' 21"E L5 111.18' N4' 37' 26"W L6 68.38' N15. 47' 26"E L7 54.32' N37' 37' 55"E L8 108.84' N10' 50' 02"E L9 189.40' N10' 16' 14"W L10 181.89' N35' 45' 41 "E 1-11 192.10' N62' 02' 16"E L12 128.90' N22' 24' 09"E L13 150.16' N61' 16' 30"E L14 95.85' N48' 23' 51"E L26 82.59' S14' 17' 42"W L27 82.59' N14' 17' 42"E L28 119.88' N51' 06' 54"W 129 114.17' N20' 00' 25"W L30 134.74' S80' 30' 54"W L31 42.67' S42' 19' 41"E PHASE 1: PHASE 5: PHASE 8: PHASE 12: 60.528 ACRES 27.794 ACRES 43.286 ACRES 32.214 ACRES 35 LOTS 19 LOTS 26 LOTS 19 LOTS BLOCK 1, LOTS 1 - 7 BLOCK 2, LOTS 61 - 70R BLOCK 6, LOTS 72R - 74 BLOCK 3, LOTS 42 - 51 BLOCK 4, LOTS 53 - 57 PHASE 2: 24 LOTS 17.630 ACRES 12 LOTS BLOCK 1, LOTS 8 - 12 BLOCK 3, LOTS 35 - 41 PHASE 3: 10.953 ACRES 7 LOTS BLOCK 4, LOTS 26 - 27 BLOCK 6, LOTS 22 - 25, 128 PHASE 4: 19.804 ACRES 14 LOTS BLOCK 3, LOTS 29 - 32, 52 BLOCK 5, LOTS 13 - 19 BLOCK 6, LOTS 20 - 21 BLOCK 2, LOTS 75 - 77 BLOCK 4, LOTS 58 - 60 BLOCK 6, LOTS 125 - 127, BLOCK 8, 145 - 148 BLOCK 7, LOTS 108 - 113 PHASE 6: 24 LOTS 21.899 ACRES 15 LOTS BLOCK 6, LOTS 129 - 143 PHASE 7A: 17.770 ACRES 6 LOTS BLOCK 2, LOTS 82 - 87 PHASE 7B: 32.369 ACRES 19 LOTS BLOCK 2, LOTS 78 - 81A, 81B BLOCK 6, LOTS 149R BLOCK 7, LOTS 114 - 121 BLOCK 8, LOTS 99 - 103 BLOCK 6, LOTS 151 - 155 BLOCK 9, LOTS 178 - 180, FEBRUARY 2009 (REV. 2) 181 - 183, REVISED 185 -- 187 BLOCK 10, LOTS 205-206 BLOCK 11, LOTS 212 - 221 PHASE 9: 32.023 ACRES 24 LOTS BLOCK 8, LOTS 104 - 107 BLOCK 9, LOTS 157 - 176 PHASE 10: 26.655 ACRES 16 LOTS BLOCK 9, LOTS 188 - 189 BLOCK 10, LOTS 190 - 203 PHASE 11: 34.025 ACRES 19 LOTS BLOCK 10, LOTS 240 - 258 NOTE: REFER TO SHEET 2 OF 4 FOR NOTES PERTAINING TO THIS PLAT. REFER TO SHEET 4 OF 4 FOR PHASE AND LOT/BLOCK SUMMARIES SAD PH. 11: 34.025 ACS. -19 LOTS L io PH. 1: 60.528 ACS. - 35 LOTS PH. 5: 27.794 ACS. - 19 LOTS PH. 9: 32.023 ACS. - 24 LOTS PH. 6: 21.899 ACS. -15 LOTS JAME COLLEG OWNERS: Saddle Creek Subdivision: Saddle Creek Su John A. Malley Jennifer B. Todd 48644 Vista Palomino 6454 LaBlanc PI LaQuinta. CA 92253 Rancho Palos Ve 24'vU ^' 294. 7/ y ,BLOCK 10 I \ X50 ice+ �-lot, `- \2.08 AC.\ \ - - fir-- _358.47' U) C •928. '__.__ �-' �---'�-� I REVISED M I N�4� LE CREEK SUBDIVISION .239 ACRES - 38 LOTS PH. 12: 32.214 ACS. - 19 LOTS AVE AND EXCEPT )LE CREEK SUBDIVISION PH. 2:17.630 ACS. - 12 LOTS PH. 3:10.953 ACS. - 7 LOTS PH. 7A: 17.770 ACS. - 6 LOTS PH. 713: 32.369 ACS. - 19 LOTS PH. 8: 43.286 ACS. - 26 LOTS PH. 4:19.804 ACS. -14 LOTS PH. 10: 26.655 ACS. - 16 LOTS C. STUTEVILLE LEAGUE, A-216 STATION, BRAZOS COUNTY, TEXAS CA 90275 SURVEYOR: DEVELOPER: Brad Kerr, R.P.L.S. No. 4502 Saddle CrePartners, Ltd.ek BLOCK 10, LOTS 234, 235, 236A, 2368, 237 - 239 � BLOCK 11, LOTS 223 - 226, 227A, 2278, & 228NOT FOR RECORD Kerr Surveying, LLC 4440 Bentwood Drive BLOCK 12, LOTS 229 - 233 505 Church Avenue College Station, TX 77845 College Station, TX 77841 (979) 690-2642 _ (979)' 268-3195 AUGUST, 2006 REVISED SEPTEMBER, 2006 REVISED JANUARY, 2009 FEBRUARY 2009 (REV. 2) REVISED .DULY, 2010 REVISED JULY, 2012 REVISED FEBRUARY, 2014 ENGINEER: SCHULTZ ENGINEERING LLC 2730 Longmire Drive, Suite A College Station, Texas 77845 P.O. Box 11995, College Station, Texas 77842 (979) 764-3900 Fax: (979) 764-3910 SHEET 4 OF 4