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FP filed w/County 062514VICINITY AIM P (NOT TO SCALE) C> = ZERO LOT LINE 15'ALLEY _j 20' B.L. I J m m 'Zn H c F- b H O D o 0 c I -410' B.L. 33.00' STREET TYPICAL LOT DETAIL ZONING RBN -3 LOTS 20 -36, BLOCK G AND LOTS 8 -15, BLOCK H = ZERO LOT LINE 5y 50.00' r~ 41.00' 15' B.L. 20' B.L. STATE OF TEXAS INST. NO. 97- R0089415 0J m o 00 L° LEMSMLLE a0 UQ J J aaPPEtl K m 0 °o 0 J pIp J J Scale 15' B.L. Z s I 50.00' POINT OF -' `---- STREET ACE 253.36 5+ E.E. W {I 0 .3 11.12' � � 0 Ag'3 �A fi92T, 1" = 60' BLOCK G, c12a 7.62' 064447702 _ LACING ALUM. R.O.W. �3Q "E MON. FND. °Z LOT 1X e SITE N80 °3 5'07 "W BEARS N80.16 -E, N r N81T10 E -----" 5F.M.E t CITY 4.95' 15'U.E. IRSC '�• -115.00 . CORPORATE PAR gndrew Bro n Community o DENTON CREEK Andrew Brown Community Par G� CL MISTY HAVEN P COTTONWO VICINITY AIM P (NOT TO SCALE) C> = ZERO LOT LINE 15'ALLEY _j 20' B.L. I J m m 'Zn H c F- b H O D o 0 c I -410' B.L. 33.00' STREET TYPICAL LOT DETAIL ZONING RBN -3 LOTS 20 -36, BLOCK G AND LOTS 8 -15, BLOCK H = ZERO LOT LINE 15' ALLEY 50.00' r~ 41.00' 15' B.L. 20' B.L. STATE OF TEXAS INST. NO. 97- R0089415 _1 m "E 00 38 27 34.32' 5/8" IRFC (J. E. SMITH) O.R.DE.C.T. J J O °o m 0 °o 0 J pIp J J Scale 15' B.L. _ --- -' ""- _._- C 27 � I 10' B.L. 41.00' STREET TYPICAL LOT DETAIL ZONING RBN -4 LOTS 12 -19, BLOCK G AND LOTS 16 -21, BLOCK H NOTES: 1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as shown, Zone "X" (shaded) and Zone "X" (unshaded). For the portions this site is not within an identified special flood hazard area, this flood statement does not imply that the property and /or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man -made or natural causes. This flood statement shall not create liability on the part of the surveyor. 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark No. 17. The bearings shown hereon are Grid values. The distances shown are surface values. 3. The survey abstract lines shown hereon are approximate and are not located on the ground. W.M.E. F.M.E. P.D.E. E.E T.P.E CIA V.T. D.R.DA.C.T. D.R.DE.C.T. O.P.R.DA.C.T O.R.DE.C.T. h- O 0 O J J J (VARIABLE 50.00' r~ 15' B.L. J STATE OF TEXAS INST. NO. 97- R0089415 _1 m "E m 38 27 34.32' 5/8" IRFC (J. E. SMITH) O.R.DE.C.T. J J 0 39.46' 0 J i Iin J inl i J Scale 15' B.L. _ --- -' ""- _._- C 27 � 0124 O' ` 50.00' POINT OF -' `---- STREET TYPICAL LOT DETAIL ZONING RBN -5 LOTS 1 -11, BLOCK G; LOTS 1 -3, BLOCK H; LOTS 1 -25, BLOCK J; LOTS 1 -6, BLOCK K; LOTS 1 -21, BLOCK M; AND LOTS 1 -21, BLOCK N LEGEND Wall Maintenance Easement Fence Maintenance Easement Private Drainage Easement Electric Easement Transformer Pad Easement Open Space Visibility Triangle Deed Records, Dallas County, Texas Deed Records, Denton County, Texas Official Public Records, Dallas County, Texas Official Records, Denton County, Texas Zero Lot Line (See Typical Lot Details) L I I PAD W LIM F- VISIBILITY TRIANGLE YV - ROW CURB 45 1k] STREET S so GRAPo o o HIC SCALE IN FEET 120 VISIBILITY TRIANGLE DETAIL NTS 1" = 60' @ 24X36 F NOTE: EET 4 OF 5 FOR CURVE TABLES T AREA TABLES DENTON COUNTY DALLAS COUNTY 2115. 0 30 N6 77 a OPEN SPACE BLOCK G, / ALUM. R.O.W. LOT 1 X/ / MON. FND. CM O R� X000 17.82' 36 35 0� 5� NAIL FND. CM A�yp� "�G '> ��jN1(� ALUM. R.O.W. X55 °0 / \ 10s 0,50 O° ° 34 CALLED 5.086 ACRES STATE OF TEXAS VOLUME 95142, PAGE 2590 D.R.DA.C.T. S80 °35'07 "E I HWAY 121 BYPASS 45.33' ( POINT OF STATE SIG wiDTH R•O•W-) 1 /2 "IRF BEGINNING CALLED 10.393 ACRES (VARIABLE Associates, r~ Standard Pacific of Texas, Inc. and STATE OF TEXAS INST. NO. 97- R0089415 "E 365.42 38 27 34.32' 5/8" IRFC (J. E. SMITH) O.R.DE.C.T. Frisco, Texas 75034 N84°18'00 39.46' L60 IRSC Scale 116 -56' _ --- -' ""- _._- C 27 � 0124 O' ` Project No. POINT OF -' `---- 5/a' IRSC 253.36 5+ E.E. i OPEN SPACE {I 0 .3 11.12' � � _ COMME �` -- ----__ Ag'3 �A fi92T, 1" = 60' BLOCK G, c12a 7.62' 064447702 _ LACING ALUM. R.O.W. �3Q "E MON. FND. °Z LOT 1X ' 0121 N80 °3 5'07 "W BEARS N80.16 -E, N r N81T10 E -----" 5F.M.E t 29.16' 4.95' 15'U.E. IRSC '�• -115.00 . ' U 00 n 13.90' 1 TO l M � co 21.69' 1r 17438 N t 5' F.M.E. o N84 °17'10 "E m ``) N(3 p23� 0 0 11 - - 115.00' - - - Q L61 OPEN OP� SPACE m DRAINAGE EASEMENT "E '9 6 F.M.E. uj �, Q � SPACE BL CK H, -5) � VOL. 98030, PG. 4098, f o 1 1 O BLK H, L T 4X T I D.R.D.C.T. & CC. NO. N7'' 336 cNS) I N84 °17'10 "E o LOT 3X 97- R0089415 O.R.D.C.T. G15 L57 12 ' ° 115.00' �8 �7 c73 o N84 °17'10 "E � 115 R. W 1 s U 0/S 50' O W • -°o uj 10 in 115.00' co BLK G, n 10' x 10' o 'ss o LOT 3X 25.0' 25,0' Z N ° w 8.42' '� \ N84 °17'1WE °0 2 T.P.E. ,°n N N °o `' 115.00 5' E.E., ` IRSC S \ o I q to 12 �$ h� t _ -N84 °17'10 "E -- ,°n - OPEN 9 DRAINAGE EASEMENT -y o 4 v SPACE r I VOL. 95142, PG. 2598, 0 oo N c m g 115.00' o .L In D.R.D.C.T. & CC. NO. ,°t, 6 E.E` m in Z BLK H, II F' 95- R0045330 O.R.D.C.T. �$ _N84 °17'10 "E -' o BLOCK 3 1 LOT 2X 115.00' C) G °o Uj 17.6 I I 13 ° ") $ N84°17'10 "E .,� moo. )'r °' Z � 10' X 10' ` 10' X 10' '`O '� b o 0+ 40.9 T.P.E. yyo° q6 o T.P.E. 8 115.00' I 47.0' 2�. C:) I 0 4 o C3 14 \� { N84 °1T10 "E o o ' °o ,°n 5' F.M.E. u� c - II N i DENTON COUNTY m7 5' F. - N84 °17'00 "E II W -J DALLAS COUNTY - - - - MON. FND. CM o O Cj 15 ° ��j OV I 5' F.M•E- ado CM 5 y>> O °� •o V { d OPEN SPACE do I o 4. All corners set are monumented with a 5!8 inch iron rod with red plastic cap stamped "KHA ", unless otherwise noted. / - / s �o �y5° a �5�,�q1°° ss p5� a s 12.62_ - 6s' o a y5 00 \ 0� 0 - " BLK G, o Q - >,1 0„ o 0 33 "� oo s �, ra ,�pi % s ° �, 112.97' c o .�O O N84°1T10 E 5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N, �� ��, 0 iy t V.T. 49 �'��\ o° 16 A �i 7 25' oo / �s LOT 2X v`O \ FUTURE Lot 2X (see note 6). RN_ °o.°'' t M a° °y'� °1W `' I \ BLOCK 6 °� ° s s "�c N�� ° s \ WESTHAVEN \ '� o. o. 47' R,O.W. 2 � 11.30' N 32 .!� •o O d: p sr. R =45.0' I ( 6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. / 66• / q5 G ,�o ' y sB c- o PHASE 2 o / \ �'y° o °0 a 17 1 °° ° F �yy / ��. << j �o I I 10' X 10' O ,� >,1 Le ,gyp ' a o / a DRAINAGE EASEMENT ,5 1`2 �?' 31 -, O 10' X 10' \ / y� O s °o / VOL. 98030, PG. 4098, 3 T.P.E. 1N1. / o° ,gyp o. �O °� �'I, a' 6 ��G Q ' °s I D.R.D.C.T. & CC. NO. q6 6 A T.P.E. °y �( °O o o \ 5� °�9 'n 97- R0089415 O.R.D.C.T. / e 1.14' 0° d 5 X35 1 V.T. � o O \' O s° 5y yo \ IRSC 6 6ci 0 5' S - �' 30 \5 s o a�, o ° ° , � i Q OPEN SPACE / qg9 2 '� o �' - oo s �� 5 O 5 �`� Q` / BLOCK H, / CALLED TRACT 1 (42.997 ACRES) / p, / O 4 ( / - \ 5 01 ° O ,O C�� O. 4 / / O 22O LOT 1X STANDARD INST.. NO. PACIFIC OF 200244645S, INC. m m 3-'? Oo� '"��'� ' c1s �.�o / \ 'r� s `�� �y�0 29 ° ` �o ° 18 °� ,� o° \ ro 6 / gyp so,`C'/ L56 1 ( / O.P.R.DA.C.T. y ° rn, 66 0. 6 \ o, oo ,� °� . >,o l• l / ° '� OPEN SPACE 5 ° / Zs �, o'p °`' 6 A� �p6 00 `�' so / ,� °� �°`5 O? BLOCK H, I i a; G3,5 00 , ; °o. �`' ,�01 as fib. °� ' / a� / ALUM. R.O.W. o° ' / fir' `� BLOCK o $' s oa . ° 1 g o� °0 5s yo X05 �(/ / LOT 4X r n MON. FND. CM O 8' W.M.E. '� �O q O 3 s °j= a) O O° �U o� 00 ,� I - - - - J pro / / I �� 0 0 / y o e� 5 g3 0 0. \ F \y °y>, s °y 6 �Q. ti�, / °o so BLOCK v v y o. ry O 5 0o y5 1° a 0 ,A / ^ ° \ �t o I ° �' fig. °o° 6 ,�y // O �, 1 \ 1 \ °o �`° 28 ` .0 $ 20 �c o `��, �- ` �' >,�� / 4 : \ 4'sa° H z v z O' 6 / c j 6 O�► / �$ s s V.T. 6� �o" o. '\O V.T. L6 '` .� �' 46' ° o vFi 5� y0 O° a /c'° �°� 'L 2 j { 5 0 q1�0 , jr' .O ``3 \`S° m m / `� \0 °O`L 2L 0.72' �5 °10° \ �, ,� ° V.T. O fq ' I ¢ °� > O� w z w Z / / !(� �. \� / .� O / �,sc�,� °O° ) O O 27 �O� s �O. °� 10' X 10' 1 0��0 23.79' s0 12.77' �O / 1 ' • �� o° W f >> F `. O• p� 2 O° O ° 6 5 s O� 5 O° O O \ t / v �. q. q. q• p 3 / �: F \ T.P.E. �� 1 2.73' u) �C' `� U U \Q` CALLED 2.743 ACRES �' S o'= �� `y ° A 5� °° O / 9 / 1. v=i �L STATE OF TEXAS �' y�2 / p, �J /�15 / do 5.00' ° 9 ' O O I O "` �- 3 6 \ O d ,�q1 12.46' J 10' X 10' yo Q°° I'sc 0 � O i- JP QerO 2"'S° 8 / °�(, 02 , �y� �'� p0' N 0� s / °o.` 26 °� `)�� a�oo 22 �o� V.T. C,'' 8S T.P.E. 2 rn INST. NO. 97- R0089415 O �j Z T IZ � O.R.DE.C.1. Op / �� raj Op' 2p q0 d`° `�Se i 55 O. L20 INP O. �� �Ct` °Oy 3 06 S S O . Z / y °' oo`�a' 10' x 10' /h °' Qj y,��e h° �• ti 4 0. / o V.T. yyoloo �\ °o y �� �h'�' Ao �' oo° I .`� od °o C� O u' O / �' V.T. L4 F S Oro ^y D' ,r / o� ° i o. / �, �� 000 ryr0 q'�i o0 0. 25 �O� °o. �p Ir 6ry w w °�� . �a� BLOCK ,� �� \bs3° so / °° o I a IIL . 5 6.09' 4 , ° , M ao oP` w •° `�e, y °. .O yo• o � / P� / 10.12' 2 \ 5 0� O � � 06 ^, a ' 1.9s' y cL Z�s° 5 K / o° 1 24 01 p6 ° 10 3.90' o. �,s D yo°° T, ,t �y� yq °° ��?` iS° a °° 10�, 2.73' L9 4.27' �,s �'l �oO�d /76 \A 273 S F� / / ?O W �� y 23 ° ^� �� 'o ,�LTj / s / 2s c. 6 �� ,�� !� ^ �i �" , , o �y ��• °�� Joe C'i� �'� �° _� V,CI\ �h. 1oa. �4 c�F LO { 165.7 9' 2s 1 S° ''li F �o o° ` \ �� o. F >,0 16 ° . 1" ° d >° 11 ,LD, ,j c�j •� 6 OCQ yq cS `r °- \ O 22.80' S q5 + 4.08' O N 1.46' /OPEN �° O Stj 04 OPEN SP o yes '`' !' / e`' 2 °o \ 0 10.2o',r���,�06$0�6 �� ' •_� / SPACE �� °•�° 7 °e O °� , o s\ \ Uj 6 \ 2 6 F.M.E. F 9� L11 srB, / BLK H, ,�i 3 \ LOCK K / / 5 �• 17 ° o \ 00 6: �, sy, 0 / 0\ o� LOT 6X m LOT 1X o° y °' F s so o° / Q o° 8.89' �' \ yo ,L �` ' °p 5 ' �O�C \ 11.13' �� - _ 3.88' �� °o- Oro ^O� ' �O� do w R =50.0' v \ nS L1 ti +� CALLED TRACT II (50.784 ACRES) Oj o 3 \ O� X ° OO' \ \ 18 / OPEN SPAC4 " O 7 , S _ -+ n °� 0 STANDARD PACIFIC OF TEXAS, INC. y5 q0 Z �� ,� / S \ O sr7 A c a IRSC \ ro R• O 10' X 10' j 6 � 5 ' D�°' 9.48' '4 "� o <- BLOCK J, o r'� `1 INST. NO. 201200244645 O s cS O O!S L19 �' 7. 10'X10 ' °" F / I O• V.T. O y ' � q�. ro �' F O �o �• , �• ..•_ . ____ LOT 1X °"� h O O.P.R.DA.C.T. 148 19' ,5 T.P.E. o o, / ,. ou V.T. -11, O- 7y \ `s i9 BLK L, V.T. "�° O 15 °°' Y °'' T.P.E. �`5 '�° Al D 4 00 O LOT 1X w °'` ° �. 19 °fp 243 o , " 91.22' ��G' b' /OPEN oi�O „O^ �' 33 Q ,�^� °O ?' $74 0246 W \ C42 5? 'sus `' o� 17 jA� V.T. C, SPACE 1 `�' ° °O' 'o IRSC ° Coo a2 ° °, oq. \ o �o o o s ?� ° 0 79.03' .. r •• o \ I J �s �� OT 5x 2.00' / h �+.Op 6' '` 20 0� 24.05' C39 - N _ - 2° q° J I .� 3 S39 00 28 W 38.02, 041 0 °y 6.79' , 5 yo `r °o 2.98\ I '� 2 1 `� '` 14 o`O - °o. y F " ° c' I c ° APPROXIMATE LIMITS OF V.T. sus O•° 16 3' CA V.T. � � �� �° .� 3 � ^ o . � . \ ti � s ° 10' x 10' � 0 21 8.16 -SV oo' to o o BLOCK y s ° a M o ° N 25 g o, , C,`t' loss' 30 ; 13 0° , o°, � \ T.P.E. �' o, ZONE X (SHADED) PER F.I.R.M. a 9.12' - SO.00'_ 47. 2 �i o o s \ BLOCK h ti m �s n 6 12 50.00' ._ 49.47' -� `'s `y ao L 5° o so, a1� s s ^ ,�o F.F `�io yo IRSC ° MAP NO. 4811300135 J, DATED 15' .T. y ti o. o. L17 V.T. A 3 ° 3 O'er 1 X 10' B.L. g� � � q 2 � •o `�o , � � ^ 12 o`O . o , H 0 =30 1512 AUGUST 23, 2001 t- o, o d 10.09' �' 0 5 °' 15 �' 3 �/� c� ° • O O ° 18.64' ��` R= 65.00' a ti °o h uj T.P.E. 5'E.E. 9.54' 25.0' 25.0' 5' F.M.E. 2 o's 11.20 �pF' , \ yF' p q�_ _ `>'u' !,� '� O / I w vs �' 13 4 - u, 7 `� °o� 'sus \ qoo ,o, 33 �`° °� 33 L= 34:32' a w 14 N M w w N 3.37' �y6 yg01 o° ° 10' X 10' .5 o °, b 11 ^o 0 0°, �1 / ` y ° „ I > T.P.E. / / ,�. BLOCK z .^_ o°' 15 �, m e _ 1 - ..14 .. - .. O yro 7 o \ ti C=33.9 0530 W o m r u) w - Q a) a? °3 _ .. _ 31. .y \ \ / O° 3d �< g`O ^O^ Co \ cy0 C =33.92 Q 3 °) o u' 16 0 °D• CD rn 8 N_ rya Agga ��sSys 00• O 12.44'\ �v O° 10 1 O r H APPROXIMATE LIMITS OF / H sus 9.71' J z CO r- 0 17 u_ � o o. yo 6$ ��' O e`� 620 z M o o. 2. ^ 5 61, "aPEN SPACE �j` 3 �o ,� 10.64' N ZONE X (SHADED) PER F.I.R.M. ,mac,• 4 sQ y 63.26, 1.39' z in 6- �, OPEN SPACE 666 Zs 13 \,• / 'L°` \ qo , , h 2 �° �� ,,° g 56)2 yy N75 45, 1.62' 1.69, z c N R o1 v g. / '� "� a�0 / s js 72 BLOCK M, 76 `L �? 1� , °. ,�O O U < MAP NO. 4811300135 DATED sr / 25 221, 53.17, 2.15' 01S N o BLOCK L, 3$ y °3'� a �c; o !('/ /,><o / a j �o QA 1� °�`5 I ¢ s 4g' I LOT 2X 21 N6 `' °�3 �o ° °o, 5 °0 � yrao \ y`° 1 �i `' °o LOT 1X o� 4 \�� \ a�° �� ,moo /, �� FUTURE h AUGUST 23, 2 1 0 20, / rti 2g' N7g ° ?7' 52. 11.75' BLK J, ° N N 65 y \ ° '` °' 8 WESTHAVEN I 0 LOT 2X I w LLi o °41'48" 2a 28E c9 / `�� 0 s �� c�` \ E 06 Z �L 5.57' -` 6 )t 5 c 5 ?' c N 00 50• 6i /�s F °° o, �o �y. \ 7 SS3 \ s 3� ,�h N ?9. N82 22' "yy 44.42' 78 N72 03 �0 12 O• \ s s 5 �6 ^ o S d O �'� 27.19' 16.55' 39.02' 10.34' 50. y s� ? 24 k, 25.15' Q M y6 \j 2 \ /' \�S3 °9� V.T. 46' \ 100 °o'\ a �� PHASE 2 I I a h N A 6 °3 0' cn "� o 37 �. L58 "W N8 4' N 2> > / / Q6 F - - - ------ - - - - -- - -' 9 1 1 i s4 L59 I ° h 7 F \ . 50 49.3 .-.� O 12.45' w u? 00' O O \ 0 G.1 IRSC . �• � v ?i � \ s4 / T / 6' N _ >, _ ° _c , �Y• <o & �" �#�§ ti f LC> K� I � :- �r.-5� ' -.`..� , t �a .. -. u� � xa�.3� ,,,f�� a�. �-�:: ca^. „ .a r •.�.h.... �, . ,f. _'...,... y :" , w. ( �3 S c, ti 2s � �s c p� c�, UO ) w r 6u , • _ _. _ } U MATCH LINE �,�� FND, . 4 d / AA - W46'54 E ' Liu .,� '°>. ev r- - ! I`- � ...,. �} / % r � � ..ta �.. ~�a.c §� `� d � \��k a,�.- a�^„, � ,�, ��, .� 4 .,.- .wzS,x_.�,. ,.. n ,.. SE SHEET 2 OF 5J V' �, \ ,. m 2 rn j 10 L. Cn' \ o,, ✓ t 7.07' x tit Z i a k 0` �, 5 L• 03 l ) a <° � 2 1 v LU _ c> �, ' O _ ,I a: -3.26' 2>; c; . - „ tt ��. f� �, t , (SEE SHEET 2 F 5) -'.�:� 5'`4 E �- 1 80. �`? 20 19 v � � � r> � � e e�� /; � r�G � ��cio � �� � 'i� i_14 �/ �v.� �f� Y_ _ A t7 18 U_ 6 F.M.E. - 4 c o / i 7 € _ �l \ 20 /f ` - e7 <,�> .. 1 %' >Nlnr Y EvijLR c1a- > {+elr:h "C m - ° � 2 i '7 , e c y 1 ✓" s 5 r 5 `t r' TO BE DEDICATED BY 5` • � f C c 5J J� °v 4 f t INSTRUMENT E.E. 3 SCI CO _"_A: NDER OF i'.. w r i %� Q c _ 554- 9.05 -'- > S� \ J' F,.LED 1,47 RrS s p / 9, �.. - - _ V T. i V.T. jj.6� C)� ° Ys sr i` ' S / GI,A G, RI` H {VMcLt Ate o ; / 21 55 5 - t ��? G ty(} '3 I 1 - VOL. 9606 7 PG X586 ,7 "'• - ..- _ 5.4, �i4.7 8" �I � � � = `G�� r � °C� GG �t3 C S� \\ �e� � �v ; / / 20' DRAINAGE NAGS E, '+E ENT :' / MI F -__ E �, 10, X 0` - r �� M l i ED BY o i` r sr >/ SEPARATE~ INSTRUMEIJ1" C .,2.U.0 T'. y 6 C „ ! C7 6E DEDICATED tzsc C _ ,_ �' 10` X 10' +r r, y j � 68.E � � ,,.. ..._.. r cp �t9 v' 18 T.P.E. 'c' �j� �6 T.P3 E. �, phi S�$g °t7C),�1 "I` '11 �.�2' ! ."? � ____ -__ ._ _._ t'<'9 � ,'' _ / 1 "° %OrytjJ -� \ / d ET -Eiw i3AF2��i:)iV liJ :�Uf<VC`:l', �1k.t5 ti SGT 1'uti. 't 7;�4 (t3A LAS �� LL' __ - CS r i OIJNTY' AEiS`fRACT NO. 604 (DEN CLTUNTY) W lft �uN I r 50.0 r \ ro 0'\ rzlrr� r� j ��' I Y 7� 5n 46 .Z (IV r 1 .51' �� 5Cl.fii)' ... 2.h %'- o; ° C3 r cS ti � a 1 % 4J r ' . 467 FINAL PLAT J' �' W 50 -t1c0' - r /' E14` t i t� y 5 3 ` Z r 10 X 10' - �' `>�� \' y 1 15'5 -L. 50.00 _50.00" -49.7 �C' m! tit % cx O 6, 'a SsO yQ a s ry X49 ��r„ 2 a > MIN F _ 5' _ _ �- � w � � � ��' � WESTHAVEN, PHASE 1 No'IN Fr =46R i i3 2.37 ' .�. 16 -a6 59 866 ACRES 2 607 767 S W 01 I z 406 4 a 17 � 2.28' ._ I 1 iA1) hr n° i B L ✓� ��sr r l �C - p° �' �; r 7 MIN FF _'n ut 10' X 10' r i V.T. DEC) 2 c 3 (t r rr, y " t, I S MINFF V -T., ct�� �a �4r \ A�. S :S l3- a, ­468,2 =4bd > T P t 9 � '' v 8.70" ° °,, / t i,11�. F F 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) M 4.72' pp 16 w m - 11 T ._ .. \ o. G� O ej o ! 6�d i N to 15 r� o { Y E" c _ y5o �`rro 1 r' / %y` J nE3 %: c9 t 14 M a _ s.5 -- ,,w 26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.) iv9{R FF t7. r . =468 z z MIN 1 F �? 13 �� 12 �' o '� 1s.7o' -s 10' x 10' ua - r �:. 4 9 i �6 1C `d.G It/I11v {-!- e*� �`° T-- `e°' i I15 pS'?y�J ✓ �� (Jp C)' T.P.E. �3 (fj"�� "`�`° c5'` / U - = Y M.N. =€ ralr� r F % .� �, STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) i , of ` FV ?5a 5 3 F.M.E. =4 8. Z ( 1 :56' �L '14 _ �C� 3 _._i 1 ; 4 i -wi f , �� ° 54. �5 63 z _.,na l \ \ 14 54, ,� _ �� o �; - PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS 0 °00'50 -VV 54 r5 III 1 u - °� ° J � ,- ' COUNTY) ABSTRACT NO. (DENTON COUNTY) & Z _ r _ _ w e.- e T 5 - � Ili a r} / -NaO a3., 54. r5 F. .. \ J 13 o o °° 0 46 yr. B. B. B. & C. RR. CT NO. 1772 _" a { w N 54,75, I � � �' ,® � ,� ��� CO SURVEY, ABSTRACT r '5"W -... _____. -_ -5F`r 7r.... -'- -_- -- ---- )�G..12`._ _._i b� Gt` " 11 C(-s LEl ` t'"'A?. �- i'`^ 'i ai,1 =1�1F F':f.. ='_ +%'.1 : =it` _ ¢ t3 Cj N85 °05'b8 "fit _ moo, rP zti c tip % p SMiN FF r._. W I N87 °27'40" N89 °49'23 "" � . _ .. �, `�, 2 / y 5 CITY OF COPPELL OPEN SPACE \ �� \ �, � � CO � � � �,� �� � = �, ��� DALLAS COUNTY AND DENTON COUNTY, o °. I I ° bLC1Ci �i, \ \�' i / �,° NTY TEXAS ,r = = :I +_};:.0t' J., I I g 10' X 10` y ! % Iv I �. [_CT 1X \ T.P.E. / ' fi H �a �, ' ' �t i �c iv N nRAJWAr,F- 1 .510, / ��- �_ �. [v11N F Kimley Horn OWNER /APPLICANT: Associates, r~ Standard Pacific of Texas, Inc. and Inc . 909 Lake Carolyn Parkway, Suite 940 Irving, Texas, 75039 5750 Genesis Court, Suite 200 Tel. No. (972) 335 -3580 Phone No.: (972) 590 -2400 Frisco, Texas 75034 Fax No. (972) 335 -3779 ; <r:w . i }', h; 3?1L is ,; - ,' 8` , 0 ,- Y Fax No.: (972) 590 -2430 Scale Drawn by Checked by Date Project No. Sheet No. Z 1" = 60' MBM KHA 12/02/2013 064447702 1 OF 5 0 V� Y J� �rtr °C �� }f.1.J ii�� \C�.Z%YU / . \��i zVt V {1'� C i \ �1 J0.00'. rn I r o< BIaOCK c�O V cr L _ �.� \ V. I p �;.\ , y 0' X 1€�' tit t7 9.12' - _ `JD.0, w _ ryy' A! "2�' o (� °C�y °Q u ��` �1��' 10.6 a� 13 ll° pgg g ;: s f ai is �� l E . 6, b L,. tz --- 50.00' _ 49.47` c ? L y�° C� s 5' s f} ° �' t \ \7 9� - 1.T r it O� �D S� L1t V.i j ' C v "G' $' A,• .)ti' 10'.... 1 �$? 'x{' x '::j \ i2 rJ.``•+t � I ,, '�• t !tt T.P.E. 5.i 8.t7 L;.Ci' 01.09' cF. I1.20' ti asy<, 1 \ t r ' ' ^' \ �'•4" pC Cat 18,64' t» E, 9 54' 5' F.M.E. � � � t� S � G -,l - � a. , to l' �: �. � G.. 13 u, 7 ° s s \ r- ©- sr is uJ 3.3T y ° ao 10` X 10' T� r 14 ey m \ ti• �a > �`i BLC�K o� `' "u7 L4 .. �... .. r.P.E: (��Cr ° f ?3 15 Uj f APPROXIMATE L4it/iiT`� QI fi ° 16 17 :�. T �, 8 c� Z r`' c�� �� � � °e ,�� i 44 \ rs _ "' tea, 10 / 6 9.71' �€ `\ ZCif�iF X (SHADED) F'EF' E.I,R.M. fl 6' x, Q �� ,� �" v o a .„ �� �fs 25• 1.62` t o o'I 13 \ O %� rcS E SPACE �... ,��, '10 (74' ( } OPEN SPACE 2 c �z -3L(CK \ �" 5' 3 1.39' � ca "° 6 �. <. Z .' C3 3 MAP NC. 431 sC015 �, DATED % 25 "�, Lv s3. 1.69' 2.15' SLC)GK L, 31�' P _ s s y .� ti5 6 FUTURE ° g ?4' 4 &.2$, Pb,7o° 1j` LQT 2X X13 t�i1 �' t}4) ®a °jtn \ � fi "'�' v LUT 1 i ' y� �','\ "` AiJC(.,T 23, �i`ti1 C)' fi• / �L 76 1T W 52.34' 11.75' BLK J, f c4 \ r q9., _ 2 8 d L 5.57' 1 L tt a .... 65 a° a rr. 1 � b `V i 7 Fr ei iL` 33,6 &` - •• .482`22'03" LOT 2X oA1`4S ti22�'p 7c?� 12 L �3 S° v p k' 1y. &9, 1 W I c r� 6 MATCH LINE ( SH ET 1 OF 5).u� 2 ?.19' . 44.42' ,.' 9.£�' 1r3.34' a�� / ?� 4 , �\ `� 24 z5.15 ry �&i c� Crr `�� ', ^ _ I.58 N86 .3031 rat! N89 °14'12 °'�fV, I cn 1 x u^ rr:, 4 \ G 1, P fi 3 cfig >, �. ��. ..�__ ..gyp__ �" � C} s :. �2v .. tea �.� + w � . =� ,. - y i.> _n� -,,.. .. ,. s 3.,,..• ',,)c „ • x e. �� „ '�+; v � t.�s,.� .. r�, .:. .� ., ;z.,.�..�:,..�. �;,�..,. �''' ,_ ALUM. R.O. w. .Iii 3� SS o a co _ 1 � rn � � o / y�• �' cSp ,py " � � � 2i \ �. / y s ti h a \ yy oo ` '4• / S8 °46'54 "E / A / MON. FND. CM Z O `� eq "7 N 9 > d� a O / , I ° O / M 22 rn 10 63 / '\5 `'i�,0 21 �`O Qo \ 7.07 nx~ / \ 2 0 6 w N I �, 2 �y, 3 \ `' \ 21 .4 o° iW w ui I °c�� ` / °� �� ` ZG h 3.26' Q> L13 IRSC o �� < L �, (� ,� 9 -, �E, yo s so �j 5 F.M.E. a o`O/ h S53 4654E Q , 20 °° g a Z - 5 / ao .y ° °' ?y y °p o a �� e9 0 -ir /tom 9.45' cy 8p,, \ Z ° o 19 to v co I 5' F.M:E. 6� ��G O `L L14 ' `Q►O�\ `,.. 4 z r N 18 � .- 2 y j` 4 a 20 0 0 2.81' �/ 3`O IR §cam 1 \50 �Q �1 2 = in M r �6S' 'G �c0 ! V.T. p 5 7ti f h C`31 / s A °� is s - . Q" C / ,�`° 9• ry �0' _'- 15' Z i p R a O O, O F\ ,j `Ssz 00 0� ' 8st d O `Q �V B L \ 2 5.12' o. !y `� ��' Qoo• �O p4k, f / CID / cc 55.49 .,, -`'" - 5' E.E. 50 R O.W. \ 10.03' 63 5 / / 2 5 / EMAINDER OF A r p�� / `y) I / ♦ / GG 00 \ 7 O° o� O 5745 /CALLED 1.47 ACRES it / 1 55.49' 9.05' . / °� sA 19 \ o 3' A3 �' w' \ h 0 C,) g / 9• �s V.T. V.T. 73 69' y0' 's s \ s0 `ti ` `O QQ G. RISH McLEAN o 7' 21 � H 55.49' -- � p / p / iz`L 55.49'- - 54.78' �P VOL. 96067, PG. 5566 Z / 411 ,!4 �4 - /� G2 ue l2 y0 O, p• \ 2 \ D R D C.T Q • MIN FF 7 j9, /"� /� i O 6 10' X 10' v /y v d� pSC �iS v / FCC BE ilr IRSC S89 °00'01 "E 113.82' O cgs I c28 _,/ 16„ / 10' x 10' j a °� ti o r� sQ srs, \ \ / / SEE �,RA h =468.2 0100 3 - �g9 • T.P.E. �"' d'i py'`° 18 T.P.E. �° - - . - 20 6.53' - °0 BUFFALO BAY ZO �'� 7V _ C30 _ -- - - -___ - \ �y 0 S s ° . BRAZOS AND COLORADO RAILROAD O 1/z' IRF - . . SO• . . y0 . p. O / \ MIN FF 00• _ N , �� E�' \� acS, 7 Z 00. °Gy �, / .y ' O SOS . .MIN FF \ 9 COMP Y SURYEY, ABSTRACT NO. 1772 5 c� 17 6� / O, =467.5 06 tiS =468.2 o, 12.51' __ -50.0o._ �� iu 50.00'.__ 2.5T o 114.99' rr w ' cr 6 g' o _ 10' X 10' 15, 50.00. !� m 0 cS g. p ` 0' ti 2 J g. All B.L. O `i. Uw N W y O p 5' F.M.E. \ T.P.E. -49.7 g1, csw , o o, Mw FF y y0• IRSC v by = � - 50.00' - �. :� 'a� -•� O• s s MIN FF o 17 5' E.E. 2.28' i 2.37' F M E• Od' R"' 16 c' L41 =468.2 18 W \ 15 15 z o(G BLOCK 2, O y °j j'sso =467.5 ypQ° 6 8 .- rn REPI MIN FF M F> W 10' X 10' \ I i ` V.T. ( EO A` 32 , lj6 9� 1 tj `err \5 6 / 2 Z =468.2 r MIN FF M io - W T.P.E. N V.T. 1 (SNPp 283.44j e! ` R11 M s SO. .y °� / 3 / P° 13.19' / ( 14 - `r' 4.72' 2 =468.2 0 16 c j� w g 8 �'Y 5 8.70' Op p MIN FF p 7 v C,1� . \ . i. - = W 884. 0 20 15 / 21 O� js S =467.5 p° S / CALLED 0.8610 ACRE IRSC I / \� �H68 6809' BLOCK z MIN FF = 15 0 14 M M N I ------ N-- ,yay\ 4556. s �g6 123 s / ,Say' .y oo / ,y / 404 =468.2 2 MIN FF .- ai 13 N ,n 12 y6 1d 6 ' \j�. ��. 10' X 10' 001 4 Y / STATE OF TEXAS I I / 3�v N =468.2 Z MIN FF M +- N `' I io \ 30 Qg5 18.00' O O, y0 /,gyp / ' �� "Q / INST. NO. 97- R0089415 \ 56.9. _ Z MIN FF `- MIN FF `n 1y T.P.E. °py O " 'y i \ O.R.DE.C.T. I I // \ \ ``N %5 39 8 ` =468.2 =468.2 I U 26.58' L 14 yyy y0 cSO p. -6 . 5' F.M.E. 468.2 Z 50 0 ___MIN FF O I V I \ 61.67' N78 0 �5 ( Z \ SW 14.54' jv-, V. Op c3` / �. �cP 5 � %y =467.5 / _ cP O O• O. Qi A 1 _ - �O I ui I / \ \ ,-N80 °2233 - 54.75- _ 5' F.M.E. 00 \ �? W f N 13 p °o '` j�ssAs M467 5 0 °° / OPEN SPACE. . z / \ 0$p °W _ 54.75° 10 v o. ,y / 5 i G o UU I , \ \ \- N82 °44'15"W -N85 5 ?58"W _ Ng752740 "W . _ - 54.52' - -I - ' ^ ter,® 70� \ �c�`� `' ^ 11 w �'�, w / O`Z / �y �. �O 6MIN FF /y/ / o ' Nss °4s'23"w • 12 BLOCK N, LOT 2X oN w o f \ o , �, o. y y� s =467.5 / /' CITY OF COPPELL \ g I m a Cr \ OPEN SPACE \ 2y' �'p rn F / p0 >T p6 �ti (SEE NOTE 6) 000O I I �� °a�, ss, 2' y°' os0, BLOCK y °. /' G \ \ I O I BLOCK N, \ 10' x 10' 2�6 / / 2 0 ZW W `- N I \ \ LOT 1X \ T.P.E. s`3 ° 7 N /° G6 \ \ N No I f C 20' DRAINAGE \ \ \ 15'B.t• 10.01' 19/ 06 >> s� MIN FF pp /' \ I w d, �, 115 PROPOSED \ "9- 2 y0' s 's -467.5 O \ FALLS IN CREEK \ ( W d ` _ �� , 24'-- - „ v� 8 O °�•yy OPEN SPACE Q 6 a cs EASEMENT o o ,y p \ O I BLOCK 100 -YEAR FLOOD PLAIN PER 2' -37 - �, p \ W c, rn I p \\ - FEMA CLOMR CASE # 12- 06 -3818R - - -125 g1 o y9 / rj MIN FF p / o BLOCK N, -- -_ ._ ,�. - -94.32'"" \ I N 6>' N w - \ \ \ I W J J - -' - - =467.5 00 5\ PROPOSED y \ c°o w O O I \ Ct g v/ �o % S80 13'14° /y / y ° / OO. ° y �° 100 -YEAR FLOOD PLAIN PER LOT 5X .L ?0 DO w E C�° g 5' F.M.E. .� FEMA CLOMR CASE # 12- 06 -3818R \ I ( \ / X13.98' 70 47.25 - b 4.41' / OPEN SPACE a43 p5 MIN FF po / BLOCK N, �� o \ i .y O O =467.5 y0 / \ ( 47.26 LOT 3X S77 °25'39'E ) ? 100.21' r 5' F.M.E. 'L 10 �L 66 ✓� 58.39' 23.74' 18.08' �w / / BLOCK 8.24' G EASEMENT / L42 no_ P O, =467.5 y° G1 N81 °0137 „ I 20' DRAINAGE / / o , \ titp ss� MIN FF / p% / N 6y 128.31'. CP \ \ ( I \ PRIVATE DRAINAGE AND DETENTION EASEMENT CI � - 93 `so - S77 °27'45 "E \ \ �sBoS�i \ I I \ \ " \ \4 \ z�Op 'L �h y jia M467 9 /y / / 37,85' 677 °25'39 'E 681 °01'3T- 00 C86 / �\ \ 3 \ I \ \ \ \C C \ '�, s °?y\ 6,c>a p / / • 27.32' � \ 2� o° TO JOHN EGELSTON, ET AL \ \ FALLS IN CREEK Cp12\ \ \' \ \ \ G1y OPEN SPACE / / / _ FALLS IN CREEK FALLS IN CREEK VOLUME 2005031, PAGE 8619 O.P.R.DA.C.T. \ \ APPROXIMATE LIMITS OF ZONE AE \ N77 °27'20 E G$o BLOCK N, \ - _ (100 -YEAR FLOOD PLAIN) PER F.I.R.M. MAP \ \ c of 36.28' LOT 4X / / NO. 48113COl35 J, DATED AUGUST 23, 2001 / / 1110 _ - _ N81 01'44 -W 12z 50' \ \ N77 °27'20"E / / a� 1 - \ 6204 . 28.63' / 0 316 \ 544 v kS�° o� CALLED TRACT II (50.784 ACRES) \; OPEN SPACE t. //. APP STANDARD PACIFIC OF TEXAS, INC. BLOCK N, LOT 2X \ I Rox�D C11j� INST. NO. 201200244645 I`\ O.P.R.DA.C.T. , 4 m CITY OF COPPELL -FALLS IN CREEK - _ " (SEE NOTE 6) 11 \ FALLS IN CREEK W 1 0 � Co I oo a °0544"W SO °00'00 "E I °o rn $ [FALLS IN CREEK _ _ i�85 301.00' \ - \ 62.52 Z z 2 DRAINAGE / 11.40' ( EASEMENT / i� t GRAPHIC SCALE IN FEET N90 °00'0a'E 144.40' \ 0 00 - - _ 118.01' 4j LO 60 0 30 60 120 ` O N \\ I °� a p 4 / P o NroHs9 2644" \ \ 5.78' N N N - _ _ 118.01' LL 1" = 60' 24X36 qav 2� v v FALLS IN CREEK v v N90 °00'00 E 144.40' /�1 C120 O V \ RFF� 4'�O' \ \ / NO °00'00 "E / CI, \ \ / r• 2000, . OR 11.40' CO C W o / \ C110 \ \ 90 C82 ``FALLS IN CREEK \\ \ As \\ � ' Y � \ Off' OPEN SPACE SO� es a• CO BLOCK N, FALLS IN CREEK LOT 1 X \ / W aY W LOT 7, BLOCK 1 u W / \ / CI ASBURY ESTATES VICINITY MAP VOL 99215, PG 484,DR DA OT (NOT TO SCALE) LEGEND W.M.E. Wall Maintenance Easement F.M.E. \ PHASE II / \ \ THE MANSIONS BY THE LAKE ( VOLUME AGE 484 \ 68 Private Drainage Easement E.E \ \ D.R.DA.C.T. I \ \ 2544 »� FALLS IN CREEK ni 16Q o6� / " -FALLS IN CREEK Open Space \ rV V. D.R.DA.C.T. Deed Records, Dallas County, Texas V o, S890 11' 16"W BOUNDARY LINE AS DEPICTED \ \ .� 100.00' O.P.R.DA.C.T. Official Public Records, Dallas County, Texas / \ ` \ AND DESCRIBED IN VOL, 99215, PG. 484, D.R.DA.C.T. / / Zero lot Line (See Typical Lot Details) ZONING RBN -5 � \ \ �EALLS IN CREEK _ _ - j LOTS 20 -36, BLOCK G AND LOTS 12 -19, BLOCK G AND LOTS 1 -11, BLOCK G; LOTS 1 -3, BLOCK H; Lot 2X (see note 6). Phone No.: (972) 590 -2400 Frisco, Texas 750 LOTS 8 -15, BLOCK H LOTS 16 -21, BLOCK H LOTS 1 -25, BLOCK J; LOTS 1 -6, BLOCK K; VISIBILITY TRIANGLE DETAIL BOUNDARY LINE AS DEPICTED AND DESCRIBED iN Scale VICINITY MAP VOL 99215, PG 484,DR DA OT (NOT TO SCALE) VOLUME 99234, PAGE 47 D.R.DA.C.T. (OWNER: CITY OF COPPELL) W U s Q \ \ APPROX. - 1, FINAL PLAT (� 0 7F=P 11T I In.G n -icon ° nT I Inlc \ _ �\ _ \ \ _ \ � LOCATION OF \ , - - _ _ - - ' \ , WE STHAVEN, PHASE 1 - _- POND _ _ _ _ _ - ` 59.866 ACRES (2,607,767 SQ. FT.) NOTES: 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) \ , 1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood 26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.) \ \ ` Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) __. Administration, this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as shown, Zone "X" (shaded) and Zone "X" (unshaded). For the portions this site is not within an PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS PAD identified special flood hazard area, this flood statement does not imply that the property and /or the structures thereon COUNTY), ABSTRACT NO. 604 (DENTON COUNTY) & CI \ will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may \ be increased by man -made or natural causes. This flood statement shall not create liability on the part of the surveyor. B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772 (n \ CITY OF COPPELL ho �_ 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell d m \ VISIBILITY TRIANGLE \ Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark K1 47. The DALLAS COUNTY AND DENTON COUNTY, TEXAS �- - ROW \ bearings shown hereon are Grid values. The distances shown are surface values. CURB -___ • • • • ---.__ . 45' 3. The survey abstract lines shown hereon are approximate and are not located on the ground. TYPICAL LEGEND W.M.E. Wall Maintenance Easement F.M.E. Fence Maintenance Easement P.D.E. Private Drainage Easement E.E Electric Easement T.P.E Transformer Pad Easement O/S Open Space V.T. Visibility Triangle D.R.DA.C.T. Deed Records, Dallas County, Texas D.R.DE.C.T. Deed Records, Denton County, Texas O.P.R.DA.C.T. Official Public Records, Dallas County, Texas O.R.DE.C.T. Official Records, Denton County, Texas p Zero lot Line (See Typical Lot Details) VOLUME 99234, PAGE 47 D.R.DA.C.T. (OWNER: CITY OF COPPELL) W U s Q \ \ APPROX. - 1, FINAL PLAT (� 0 7F=P 11T I In.G n -icon ° nT I Inlc \ _ �\ _ \ \ _ \ � LOCATION OF \ , - - _ _ - - ' \ , WE STHAVEN, PHASE 1 - _- POND _ _ _ _ _ - ` 59.866 ACRES (2,607,767 SQ. FT.) NOTES: 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) \ , 1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood 26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.) \ \ ` Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) __. Administration, this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as shown, Zone "X" (shaded) and Zone "X" (unshaded). For the portions this site is not within an PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS PAD identified special flood hazard area, this flood statement does not imply that the property and /or the structures thereon COUNTY), ABSTRACT NO. 604 (DENTON COUNTY) & CI \ will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may \ be increased by man -made or natural causes. This flood statement shall not create liability on the part of the surveyor. B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772 (n \ CITY OF COPPELL ho �_ 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell d m \ VISIBILITY TRIANGLE \ Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark K1 47. The DALLAS COUNTY AND DENTON COUNTY, TEXAS �- - ROW \ bearings shown hereon are Grid values. The distances shown are surface values. CURB -___ • • • • ---.__ . 45' 3. The survey abstract lines shown hereon are approximate and are not located on the ground. TYPICAL TYPICAL TYPICAL - " OWNER /APPLICANT: - STREET 4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped KHA ", unless otherwise noted. Standard Pacific of Texas, Inc. LOT DETAIL LOT DETAIL LOT DETAIL 909 Lake Carolyn Parkway, Suite 940 • ZONING RBN -3 ZONING RBN -4 ZONING RBN -5 5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N, Irving, Texas, 75039 5750 Genesis Cou LOTS 20 -36, BLOCK G AND LOTS 12 -19, BLOCK G AND LOTS 1 -11, BLOCK G; LOTS 1 -3, BLOCK H; Lot 2X (see note 6). Phone No.: (972) 590 -2400 Frisco, Texas 750 LOTS 8 -15, BLOCK H LOTS 16 -21, BLOCK H LOTS 1 -25, BLOCK J; LOTS 1 -6, BLOCK K; VISIBILITY TRIANGLE DETAIL Fax No.: (972) 590 -2430 Scale Drawr LOTS 1 -21, BLOCK M; AND LOTS 1 -21, BLOCK N NTS 6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. 1" = 60' MBI 0 v M N a Q N m a i= 0 0- 0 U. v caGy, 67 \. 57 r' (mss 3. MIN FF �r SPACE ICK fit. T 3X 20' DRAINAGE EASEMENT o ° / TO BE DEDICATED BY SEPARATE INSTRUMENT ER HARMONSON SURVEY, ABSTRACT NO. 1794 (D L r COUNTY) ABSTRACT NO. 604 (DENTON COUNTY) UFFALO BAYOU, BRAZOS AND COLORADO RAILROAD �\ ® COMPANY SURVEY, ABSTRACT NO. 1772 SPACE I C RLFK \ N ; AL.I_ iN rp Et K I (.e-a5�, �lN 8 °n1,7_ \ \ PETER HARMONSON SURV Y, ABSTRACT NO. 1794 (DALLAS - \ ® COUNTY) ABSTRACT .604 (DENTON COUNTY) \� BUFFALO BAYOU, BRAZOS ND COLORADO RAILROAD \ S73004'58 "E COMPANY SURVEY, STRACT NO. 1772 \ \ 14.80' IRSC �\ \ –IRSC S30 048'31 "E 18.06' 1VC \ \ CALLED TRACT 1 (42.997 ACRES) \ \\ STANDARD TEXAS, INC. INST.. NO. 20120024 645 \ O.P.R.DA.C.T. \ \ \ I \ \s PROPOSED - 100 -YEAR FLOOD PLAIN PER FEMA CLOMR CASE # 12- 06 -3818R C� nDf=n► coerc b`.. 0 N0042'54 "VV \ \ FALLS IN CREEK, pYp \ ap O /1 ' FALLS IN CREEK U.) 5.37 \ \ \ LL LLJ \ \ \ \ \ \ PRIVATE DRAINAGE AND W \\ \ DETENTION EASEMENT CD BOUNDARY LINE AS DESCRIBED IN VOL, 97061, PG. 2961, \ \ Uj :r D.R.DA.C.T. i \ W \ �o \ , OPEN SPACI BL a W� BOUNDARY LINE AS DEPICTED , \ BLOCK N, LOT SIT RY ES _- AND DESCRIBED IN t9. CITY OF COPPI VO CIE 32 �' x ^' VOL, sszsa, PG. al, oR.DAaT ��� \ (SEE NOTE 6) D 3r, i Q !211' APPROXIMATE LIMITS OF ZO< E AE \ OPEN SPACE (100 -YEAR FLOOD PLAIN) PER F.I.1k.M. MAP \ BLOCK N, � \ LOT 4X NO. 48113C0135 J, DATED AUGUSt 23, 2001 i , \ CALLED i \ STANDAR INS r \ \ 4041$,- ~ \ \ F4, \ FALLS IN CREEK IA \ \ \ \ \ \ \ \ \ \ \ \ FUTURE WESTHAVEN PHASE 2 A _15^041311T4 i/ S35011'51 "E 28.24' W 1 S I� o GRAPHIC SCALE IN FEET a0 Z 60 0 30 60 120 J N Z . V O 0 o Z o 1" = 60' @ 24X36 oz �z 50.00' of-- w 21: B.L. �I �o m .1 lip O OIJ m O 0J J J o Qe Z Deed Records, Dallas County, Texas W Z QCOPPM > �v I� K Zero Lot Line (See Typical Lot Details) I 15' B.L. I M 00 < �o STREET O Z mN 0: a 5 00 QZ �U O� w I Z� 3 y 0 m 727 I 1 V I I FIRST TRACT CALLED 40 ACRES FRWM, INC. VOLUME 97122, PAGE 5266 5• D.R.DA.C.T. .e i --IRSC N v a� in 0 0 ®= ZERO LOT LINE 15' ALLEY VICINITY MAP (NOT TO SCALE) PAD W M \--- VISIBILITY TRIANGLE 1 — ROW CURB 45' STREET VISIBILITY TRIANGLE DETAIL NITS 20'B1. I J ao m O O O d O Q 10' B.L. STREET TYPICAL LOT DETAIL ZONING RBN -3 LOTS 20 -36, BLOCK G AND LOTS 8 -15, BLOCK H > = ZERO LOT LINE 15' ALLEY 50.00' 41.00' ZONING RBN -4 21: B.L. LOTS 12 -19, BLOCK G AND dye m .1 lip O OIJ m O 0J J J o Flo ' Deed Records, Dallas County, Texas LE"WU.E p QCOPPM to OJ O.R.DE.C.T. I� K Zero Lot Line (See Typical Lot Details) I 15' B.L. I 5• < �o STREET Z c� s ACE w 3 y 0 727 SITE 5• CITY CORPORATE PAR Andrew Brown Community Par DENTON CREEK Andrew Brown Community Par W bMISTY HAVEN Q 0 COTTON WO VICINITY MAP (NOT TO SCALE) PAD W M \--- VISIBILITY TRIANGLE 1 — ROW CURB 45' STREET VISIBILITY TRIANGLE DETAIL NITS 20'B1. I J ao m O O O d O Q 10' B.L. STREET TYPICAL LOT DETAIL ZONING RBN -3 LOTS 20 -36, BLOCK G AND LOTS 8 -15, BLOCK H > = ZERO LOT LINE 15' ALLEY 50.00' 41.00' ZONING RBN -4 21: B.L. LOTS 12 -19, BLOCK G AND J m .1 lip O OIJ m O q O J J J Flo ' 10' B.L. 41.00' STREET 0 0 0 TYPICAL 50.00' LOT DETAIL ZONING RBN -4 15' B.L. LOTS 12 -19, BLOCK G AND J LOTS 16 -21, BLOCK H .1 2 LOTS 1 -21, BLOCK M; AND LOTS 1 -21, BLOCK N m Open Space I I Iu7 C:p Deed Records, Dallas County, Texas D.R.DE.C.T. O Uj OJ Co to OJ O.R.DE.C.T. I� C> Zero Lot Line (See Typical Lot Details) I 15' B.L. I 50.00' STREET TYPICAL TYPICAL LOT DETAIL LOT DETAIL ZONING RBN -4 ZONING RBN -5 LOTS 12 -19, BLOCK G AND LOTS 1 -11, BLOCK G; LOTS 1 -3, BLOCK H; LOTS 16 -21, BLOCK H LOTS 1 -25, BLOCK J; LOTS 1 -6, BLOCK K; T.P.E LOTS 1 -21, BLOCK M; AND LOTS 1 -21, BLOCK N NOTE: SEE SHEET 4 OF 5 FOR LINE AND CURVE TABLES AND LOT AREA TABLES NOTES: 1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as shown, Zone "X" (shaded) and Zone "X" (unshaded). For the portions this site is not within an identified special flood hazard area, this flood statement does not imply that the property and /or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man -made or natural causes. This flood statement shall not create liability on the part of the surveyor. 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark No. 17. The bearings shown hereon are Grid values. The distances shown are surface values. 3. The survey abstract lines shown hereon are approximate and are not located on the ground. 4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA ", unless otherwise noted. 5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N, Lot 2X (see note 6). 6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. t ` \ OPEN 2��^ �y�y� BLOCK NCE C99 15.59' C98 / \ /� LOT 4X 2o.aa' BUFFALO BAYOU, BRAZOS AND COLORADO RAILROAD A 7.86' IRSC COMPANY SURVEY, ABSTRACT NO. 1772 \ 20.89'/ THOMAS L. HOLLAND SURVEY, ABSTRACT N0.624 \ S89045'36 "VII 546.05' \ / FALLS IN ",REEK 1 PORTION OF 15.0 ACRE TRACT, INST. NO. FINAL PLAT \ \ 201000213054 SITUATED IN I \ \ \ VILLAGE AT COTTONWOOD STHAVEN PHASE 1 • % —20' UTILITY EASEMENT / \ \ CREEK SECTION VI � D.R. ,C.T. PG. 170 — — — — — — — — — — — — — C \ / \ �5 MEN R SEWE�FF \ I PORTION OF 15.0 ACRE I 59.866 ACRES (296079767 SQ. FT.) D.R.D.C.T. \ TRACT, VOL. 817, PG. 335 f \ \ \ TO BF,\DEDICATE Y SITUATED IN VILLAGE AT ' \ SEPARATE INSTRU NT COTTONWOOD CREEK I W Z a 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) i A \ SECTION VI U m q d cn 26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.) aro o.> STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) 0 o o I PETER HARMONSON SURVEY ABSTRACT NO. 1794 DALLAS \ I= > w CL COUNTY), ABSTRACT NO. 604 ( DENTON COUNTY) & \ I Z B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772 - i" zs ,•s � \ \ / — — CITY OF COPPELL .i �,t ,� , \ \ \ \I\ DALLAS COUNTY AND DENTON COUNTY, TEXAS _ ;w �� �_sn w` FLOODWAY EASEMENT COMMON AREA \ \ Kimley Horn VILLAGE AT COTTONWOOD CREEK \ \ I \ e itsF t 3 r1l APPROX. SECTION VI \ \\ \ WESTHAt3 r t+Hy f VOLUME 95036, PAGE 1867 \ I _� OWNER/APPLICANT: _ :a, s, LOCATION OF D.R.DA.C.T. _ and Associates, Inc - r `3flfa }- - ` Standard Pacific of Texas, Inc. POND (OWNER: VILLAGE AT COTTONWOOD -� / 909 Lake Carolyn Parkway, Suite 940 f CREEK SECTION VI HOA) \ \ \ \ — — — — 972 N Tel. 00 T i S 5750 Genesis Court, Suite 2e. o. I'# 'sari;' Irving, Texas, 75039 ( ) 335 -3580 \ \ \ Phone No.: (972) 590 -2400 Frisco, Texas 75034 Fax No. (972) 335 -3779 �� .; \ \ \ \ Fax No.: (972) 590 -2430 i M i I i tl t F. {;,..:,, Scale Drawn by Checked by Date Project No. Sheet No. 1" = 60' MBM KHA 12/02/2013 064447702 3 OF 5 g a 0 v co e- N s LEGEND W.M.E. Wall Maintenance Easement F.M.E. Fence Maintenance Easement P.D.E. Private Drainage Easement E.E Electric Easement T.P.E Transformer Pad Easement O/S Open Space V.T. Visibility Triangle D.R.DA.C.T. Deed Records, Dallas County, Texas D.R.DE.C.T. Deed Records, Denton County, Texas O.P.R.DA.C.T. Official Public Records, Dallas County, Texas O.R.DE.C.T. Official Records, Denton County, Texas C> Zero Lot Line (See Typical Lot Details) NOTES: 1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as shown, Zone "X" (shaded) and Zone "X" (unshaded). For the portions this site is not within an identified special flood hazard area, this flood statement does not imply that the property and /or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man -made or natural causes. This flood statement shall not create liability on the part of the surveyor. 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark No. 17. The bearings shown hereon are Grid values. The distances shown are surface values. 3. The survey abstract lines shown hereon are approximate and are not located on the ground. 4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA ", unless otherwise noted. 5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N, Lot 2X (see note 6). 6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. t ` \ OPEN 2��^ �y�y� BLOCK NCE C99 15.59' C98 / \ /� LOT 4X 2o.aa' BUFFALO BAYOU, BRAZOS AND COLORADO RAILROAD A 7.86' IRSC COMPANY SURVEY, ABSTRACT NO. 1772 \ 20.89'/ THOMAS L. HOLLAND SURVEY, ABSTRACT N0.624 \ S89045'36 "VII 546.05' \ / FALLS IN ",REEK 1 PORTION OF 15.0 ACRE TRACT, INST. NO. FINAL PLAT \ \ 201000213054 SITUATED IN I \ \ \ VILLAGE AT COTTONWOOD STHAVEN PHASE 1 • % —20' UTILITY EASEMENT / \ \ CREEK SECTION VI � D.R. ,C.T. PG. 170 — — — — — — — — — — — — — C \ / \ �5 MEN R SEWE�FF \ I PORTION OF 15.0 ACRE I 59.866 ACRES (296079767 SQ. FT.) D.R.D.C.T. \ TRACT, VOL. 817, PG. 335 f \ \ \ TO BF,\DEDICATE Y SITUATED IN VILLAGE AT ' \ SEPARATE INSTRU NT COTTONWOOD CREEK I W Z a 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) i A \ SECTION VI U m q d cn 26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.) aro o.> STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) 0 o o I PETER HARMONSON SURVEY ABSTRACT NO. 1794 DALLAS \ I= > w CL COUNTY), ABSTRACT NO. 604 ( DENTON COUNTY) & \ I Z B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772 - i" zs ,•s � \ \ / — — CITY OF COPPELL .i �,t ,� , \ \ \ \I\ DALLAS COUNTY AND DENTON COUNTY, TEXAS _ ;w �� �_sn w` FLOODWAY EASEMENT COMMON AREA \ \ Kimley Horn VILLAGE AT COTTONWOOD CREEK \ \ I \ e itsF t 3 r1l APPROX. SECTION VI \ \\ \ WESTHAt3 r t+Hy f VOLUME 95036, PAGE 1867 \ I _� OWNER/APPLICANT: _ :a, s, LOCATION OF D.R.DA.C.T. _ and Associates, Inc - r `3flfa }- - ` Standard Pacific of Texas, Inc. POND (OWNER: VILLAGE AT COTTONWOOD -� / 909 Lake Carolyn Parkway, Suite 940 f CREEK SECTION VI HOA) \ \ \ \ — — — — 972 N Tel. 00 T i S 5750 Genesis Court, Suite 2e. o. I'# 'sari;' Irving, Texas, 75039 ( ) 335 -3580 \ \ \ Phone No.: (972) 590 -2400 Frisco, Texas 75034 Fax No. (972) 335 -3779 �� .; \ \ \ \ Fax No.: (972) 590 -2430 i M i I i tl t F. {;,..:,, Scale Drawn by Checked by Date Project No. Sheet No. 1" = 60' MBM KHA 12/02/2013 064447702 3 OF 5 g a 0 v co e- N s LINE TABLE NO. i BEARING I LENGTH L1 N01 °25'06 "W 40.98' L2 S02 °26'44 "E 13.41' L3 S38 °14'34 'E 7.11' L4 N88 °0928 "E 15.17' L5 S02 °55'27 "W 15.19' L6 S86 °3646 "E 13.40' L7 N73 °02'34 "E 6.64' L8 S71 °34126 "E 8.94' L9 S85 °42'25 "E 6.58' L10 SO4 °01124"W 7.50' 01 N86 °4946 "E 7.52' L12 NO3 °36'14 'W 6.55' L13 N81 *13'O6"E 7.07' L14 N81 °13'06 "E 14.14' L15 S08 °46'54 'E 14.14' L16 S01 °58'25 'E 13.58' L17 N89 °5,09 "E 15.09' L18 S03 °31'07 "W 14.38' L19 S87 °13129 "E 13.60' L20 S79 °54150 "E 14.14' L21 S10 °05'10 "W 14.14' L22 S79 °35'25 "E 14.22' L23 S10 °24135W 14.06' L24 N63 °41'35 "E 16.45' L25 I N46 °50'10 "W 1 14.37' LINE TABLE NO. I BEARING ILENGTH NO. L26 N40 °01'55 "E 14.68' L27 N42 °58'54 "E 13.96' L28 S49 °02'36 "E 13.82' L29 N41 °03'50 "E 14.43' L30 S47 °02'56 'E 14.32' L31 S53 °46'54 'E 23.59' L32 S00 °26'08 'W 24.91' L33 S00 °26'08 'W 32.38' L34 S30 °48'31 "E 12.52' L35 N14 °1 1'29 "E 5.66' L36 S30 °48'3 1"E 12.52' L37 N75 °48'31 "W 5.66' L38 I S36 °13'06 "W 32.60' L39 N08 °46'54 "W 33.94' LINE TABLE NO. BEARING 33.92' L51 S30 °48'31 "E L52 S30 °48'31 "E L53 S16 °00'40 "E 53.28' L54 S16 °00'40 "E !GH L55 N09 °53'26 "E 33.56' L56 N80 °59'20 "E 40.33' L57 N81 °07'32 "W 64.66' L58 S81 °02'35 "E 20.00' L59 S83 ° 46'36 "E 13.90' L60 N00 °5617 "W 2.84' L61 N84 °17'10 "E 28.00' L39 N08 °46'54 "W 33.94' L40 S36 °13'06 'W 32.88' L41 381 °13'06 'W 33.92' L42 S17 °38'54 "E 10.64' L43 S17 °38'54 'E 10.64' L44 S24 °26'17 'W 53.28' L45 S24 °26'17"W 66.04' L46 S21 °54'55 "W 33.56' L47 S21 °54'55 "W 40.33' L48 NO3 °08'49 'W 64.66' L49 N86 °51'11 "E 20.00' L50 S03 °08'49 "E 79.55' LOT AREA TABLE BLOCK G LOT NO. ACRES SQ. 1 0.132 5,750 2 0.132 5,750 3 0.132 5,750 4 0.132 5,750 5 0.132 5,760 6 0.132 5,750 7 0.137 5,972 8 0.132 5,750 9 0.132 5,750 10 0.132 5,750 11 0.132 5,750 12 0.143 6,233 13 0.101 4,387 14 0.101 4,387 15 0.101 4,387 16 0.101 4,387 17 0.101 4,387 18 0.101 4,387 19 0.101 4,387 20 0.081 3,531 21 0.081 3,531 22 0.093 4,072 23 0.081 3,531 24 0.081 3,531 25 0.081 31531 26 0.101 4,387 27 0.081 3,531 28 0.081 31531 29 0.081 3,531 30 0.081 3,531 31 0.081 3,531 32 0.081 3,531 33 0.081 3,531 34 0.081 3,531 35 0.081 3,531 36 0.093 4,066 1X 0.742 32,314 2X 0.280 12,187 3X 0.068 2,967 4X 0.044 1,926 5X 0.042 1,818 6X 0.043 1,865 7X 0.075 3,284 ONING RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -5 RBN -4 RBN -4 RBN -4 RBN -4 RBN -4 RBN -4 RBN -4 RBN -4 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 RBN -3 NO. DELTA C1 30 °27'02" C2 30 °27'01" C3 17 °31'08" C4 170 °28'33" C5 68 °10'07" C6 128 °50'47" C7 231 °09'13" C8 209 °26'19" C9 18 °52'04" C10 9 °35121" C11 9 °16143" 105.38' '00" 104.90' '36" 53.56' 7'24" 53.49' '19" U22 51.82' '00" 51.76' '04" 19.88' '41" C19 9 °02'23" C20 40 °54'49" C21 90 °00'00" C22 90 °00'00" C23 18 °52'04" CURVE TABLE RADIUS LENGTH CHORD BEARING CHORD 39.00' 39.00' 20.73' 20.73' S09 °30'40 'W 20.48' N20 °56'20 'W 20.48' 92.00' 28.13' S86 °29'32 "W 28.02' 92.00' 273.73' N28 °12'22 "E 183.36' 92.00' 45.00' 109.46' 101.20' S11 °31'11 "W 103.12' S19 °51'47 "W 81.18' 45.00' 181.55' N19 °51'47 "E 81.18' 50.00' 182.77' N33 °19'23 'W 96.72' 320.00' 105.38' S44 °20'52 "E 104.90' 320.00 53.56' S39 °42'31 "E 53.49' 320.00' 51.82' S49 °08'32 "E 51.76' 39.00' 19.88' S20 °18'50 "E 19.66' 20.00' 35.34' N56 °20'08"W 30.92' 20.00' 37.68' S19 °03'52 "W 32.35' 57.50' 43.94' S76 °58'50 "W 42.88' 47.50' 207.50' 74.61' 68.33' S10 °05'10 'W S44 °20'52 "E 67.18' 68.02' 207.50' 35.59' S39 °4941 "E 35.55' 207.50' 32.74' S49 °15'43 "E 32.70' 57.50' 41.06' N15 °45'42 "E 40.19' 40.00' 62.83 N81 °13'06 "E 56.57' 40.00' 62.83' N08 °46'54 'W 56.57' 400.00' Ann nn, 131.72' Fs 89' S44 °20'52 "E N49 °12'22 'W 131.13' 63.82' NO. DELTA C3 229 °08'56" C32 77 °27'47" C33 1 44 °41'36" C34 18 °52'04" C35 4 °05135" C36 28 °46'14" C37 131 °00'56" C38 31 °39'33" C39 17 °49'04" C40 0 °29'50" C41 9 °36'14" C42 7 °43'00" C43 79 °24'55" C44 255 °19147" C45 21 °17'02" C46 2 °40'18" C47 93 °34'25" C48 37 °54'10" C49 69 °08'49" C50 39 °51'38" C51 45 °32'24" C52 8 °18'28" C53 69 °08'49" C54 37 °54'10" C25 9 °42'59" 400.00' 67.83' N39- 46 -20-W 67.75' C26 9 °38'47' 325.00' 54.72' N50 °1646 "E 54.65' C27 31 °39'33" 575.00' 317.72' N70 °54'57 "E 313.69' C28 0 °29'50" 1188.00' 10.31' S86 °59'38 "W 10.31' C29 C30 17 °39'39" 18 °09'29" 1188.00' 1188.00' 366.19' 376.50' N83 °55'37 "W S84 °10'32 "E 364.74' 374.92' LOT AREA TABLE BLOCK H LOT NO. ACRES SQ. FT. ZONING 1 0.132 5,750 RBN -5 2 0.132 5,750 RBN -5 3 0.132 5,750 RBN -5 8 0.116 5,063 RBN -3 9 0.081 3,531 RBN -3 10 0.081 3,531 RBN -3 11 0.081 3,531 RBN -3 12 0.081 3,531 RBN -3 13 0.081 3,531 RBN -3 14 0.081 3,531 RBN -3 15 0.081 31531 RBN -3 16 0.101 4,389 RBN -4 17 0.101 4,387 RBN -4 18 0.101 4,387 RBN -4 19 0.101 4,387 RBN -4 20 0.101 4,387 RBN -4 21 0.137 5,989 RBN -4 1X 0.146 6,362 RBN -5 2X 0.107 4,658 RBN -5 3X 0.021 934 RBN -5 4X 1.340 58,368 RBN -5 5X 0.065 2,818 RBN -5 6X 0.061 2,653 RBN -5 LOT AREA TABLE BLOCK J LOT NO. ACRES SQ. FT. ZONING 1 0.146 6,350 RBN -5 2 0.146 6,350 RBN -5 3 0.159 6,931 RBN -5 4 0.146 6,350 RBN -5 5 0.146 61350 RBN -5 6 0.146 6,350 RBN -5 7 0.146 61350 RBN -5 8 0.146 6,350 RBN -5 9 0.146 6,350 RBN -5 10 0.148 6,467 RBN -5 11 0.155 6,772 RBN -5 12 0.177 7,697 RBN -5 13 0.158 6,898 RBN -5 14 0.140 6,112 RBN -5 15 0.140 6,112 RBN -5 16 17 0.140 6,108 0.139 6,035 RBN -5 RBN -5 18 0.138 5,992 RBN -5 19 0.139 6,070 RBN -5 20 0.139 6,055 RBN -5 21 0.139 6,059 RBN -5 22 0.139 6,061 RBN -5 23 0.146 6,364 RBN -5 24 25 0.165 7,188 0.151 6,599 RBN -5 RBN -5 1X 2X 0.650 28,311 0.101 1 4,403 282.37' 7.88' 152.20' CURVE TABLE RADIUS I 300.00' 200.00' LENGTH 152.62' 270.40' CHORD BEARING S60 °31'20 "E S41 °29'20 "E CHORD 150.98' 250.27' 200.00' 156.01' N77 °2658 "E 152.08' 200.00' 65.86' N45 °39'08 "E 65.56' 300.00' 21.43' S53 °41'12 "W 21.43' 200.00' 100.43' S37 °15'17 "W 99.38' 14.00' 32.01' S21 °4940 'E 25.48' 295.00' 163.00' N70 °54'57 "E 160.94' 908.00' 908.00' 908.00' 282.37' 7.88' 152.20' S84 °20'45 "E S86 °59'38 'W N87 °57'20 "W 281.23' 7.88' 152.02' 908.00' 122.29' N79 °17'43 'W 122.20' 14.00' 19.40' S39 °48'53 "E 17.89' 50.00' 222.82' S52 °13'41 'W 79.16' 507.50' 188.52' N85 °10'04 "W 187.44' 704.50' 32.85' N85 °31'34 "E 32.85' 100.00' 95.00' 163.32' 62.85' S46 °21'05 "E S19 °23'1 T W 145.76' 61.71' 57.50' 69.39' NO3 °45'53 "E 65.26' 115.00' 80.01' S41 °01'36 "E 78.40' 90.00' 71.53' N45 °54'37 "E 69.67' 704.50' 42.50' 11nno, 102.15' 51.29' 72.77' S83 °59148 "E NO3 °4653 "E S19 °23'13 'W 102.06' 48.23' 71.45' C55 87 °01'59" 75.00' 113.93' N43 °57'07 "E 103.28' C56 C57 65 °04'18" 42 °24'38" 116.50' 156.50' 3 132.1' 115.84' S32 °56'23 'E N21 *36'33'W 125.31' 113.22' C58 20 °23'39" 398.50' 141.84' 1332 °37'02 "E 141.10' C59 C60 18 °43'54" 15 °31139" 443.00' 198.50' 144.83' 53.79' N31 °47'10 'W S33 °23'17 "E 144.18' 53.63' LOT AREA TABLE BLOCK K LOT NO. ACRES SQ. FT. ZONING 1 0.134 51824 RBN -5 2 0.141 6,148 RBN -5 3 0.132 5,750 RBN -5 4 0.132 5,750 RBN -5 5 0.132 5,750 RBN -5 6 0.132 5,750 RBN -5 1X 0.535 23,287 C66 19 °52'40" ZONING RBN -3 = 25 LOTS ZONING RBN -4 = 14 LOTS ZONING RBN -5 = 104 LOTS TOTAL = 143 LOTS LOT AREA TABLE BLOCK L LOT NO. ACRES I SQ. FT. ZONING CURVE TABLE 0.132 JO. DELTA RADIUS D BEARING CHORD I ;61 10 °42'23" 801.50' RBN -5 0 °58'39"W 149.55' C -62 19 °41'14" 198.50' 4 6 °29'14 'E M114 67.87' < X63 86 °07'05" 81.50' 0.132 9 °42'09 "W 111.29' 164 48 °38'30" 121.50' 6,532 78 °26'27 "E 100.08' C65 83 °49'14" 67.50' RBN -5 3 °58'11"W 90.18' C66 19 °52'40" 242.50' 84.13' N51 °59'54 "E 83.71' C67 36 °11'05" 85.49' 53.99' N80 °01'43 "E 53.10' C68 108 °53'24" 45.00' 85.52' S22 °58'57 "E 73.22' C69 43 °24'15" 132.50' 100.37' S53 °09'53 'W 97.99' C70 37 °22'34" 192.67' 125.69' N54 °54'53 "E 123.47' C71 36 °52'52" 177.50' 114.26' N54 °39'32 "E 1 112.29' C72 56 °58'58" 147.76' 146.95' S46 °48'48 "W 140.97' C73 57 °33'56" 50.00' 50.24' N47 °04'48 "E 48.15' 074 59 °04'59" 77.50' 79.92' 846 °19'17 "W 76.42' C75 56 °44'07" 116.50' 115.36' N49°05'16 "E 110.70' C76 67 °37'50" 85.00' 100.33' S68 °43'45 "E 94.61' N36 °55'46 'W 7 °15'56" 92.50' 27.87' S26 °16'52 "E 27.77' N07 °06'28 'W 7 °15'56" 107.50' 32.39' S26 °16'52 "E 32.27' jC7927'4V*15" 113.00' 100.00' 48.56' 848 °49'27 "E 48.08' N72 °33'26 'W 2 °44'05" 45.00' 49.27' N31 °22'02 "W 46.85' N69 °55'21" VV 6 °26'07" 22.50' 22.16' S28 °13'05 "E 2128' N18 °09'28 "W 56 °26'07" 7.50' 7.39' S28 °13'06 'E 7.09' C83 77 °27'20" 46.50' 62.86' S38 °43'40 "W 58.18' C84 C85 56 °58'45" 86 °1128" 131.50' 62.50' 130.77' 94.02' N48 °57'58 "E S59 °26'31 "W 125.45' 85.40' C86 36 °10'53" 100.50 63An, N80 °01'37 "E 62.42' C87 19 °52'40" 257.50' 89.33' N51 °5954 "E 88.89' C88 83 °49'14" 52.50' 76.80' S83 °58'11 "W 70.14' C89 48 °38'30" 136.50' 115.88' S78 °2627 "E 112.43' C90 86 °07'05" 66.50' 99.95' N59 °42'09 'W 90.81' LOT AREA TABLE BLOCK L LOT NO. ACRES I SQ. FT. ZONING 1 0.132 5,750 RBN -5 2 0.132 5,750 RBN -5 3 0.132 5,750 RBN -5 4 0.132 5,750 RBN -5 5 0.132 5,750 RBN -5 6 0.150 6,532 RBN -5 7 0.156 6,777 RBN -5 8 0.166 7,225 RBN -5 9 0.163 7,117 RBN -5 10 0.150 6,521 RBN -5 11 0.150 6,522 RBN -5 12 0.150 6,525 RBN -5 13 0.134 5,824 RBN -5 14 0.132 5,750 RBN -5 15 0.132 5,750 RBN -5 16 0.132 5,750 RBN -5 17 0.132 51750 RBN -5 1X 0.134 5,824 94.34' 2X 0.104 4,512 258.64' CURVE TABLE NO. 40 °05'49" CURVE TABLE LENGTH CHORD BEARING JO. DELTA RADIUS LENGTH CHORD BEARING CHORD 91 19 °41'14" 213.50' 73.36' S26 °29'14 'E 73.00' .92 10 °42'23" 786.50' 146.97' N30 °58'39"W 146.75' :93 15 °31'39" 213.50' 57.86' S33 °23'17 'E 57.68' ;94 18 °43'54" 428.00' 139.92' N31 °47'10 "W 139.30' ;95 20 °23'39" 413.50' 147.18' S32 °37'02 "E 146.41' ;96 42 °24'38" 141.50' 104.74' N21 *36'33"W 102.36' X97 77 °24'28" 131.50' 177.66' S39 °06'28 "E 164.45' :98 16 °27'59" 719.50' 206.78' S87 °34'35 "E 206.07' 199 21 °46'13" 492.50' 187.13' N84 °55'28'W 186.01' C100 44 °49'07" 106.00' 82.92' N38 °2918 "E 80.82' C101 181 °5611" 94.00' 298.46' S73 °06'40 "E 187.97' C102 28 °08'31" 206.00' 101.18' S03 °46'40 "W 100.17' C103 103 °36'23" 69.00' 124.77' S41 °30'37 'W 108.45' C104 10 °12'45" 530.00' 94.47' S88 °12'26 "W 94.34' C105 157 °3848" 94.00' 258.64' N18 °04'33 "W 184.43' C106 129 °04'53" 51.00' 114.90' S58 °59'27 "W 92.09 C107 37 °15'17" 231.00' 150.20' N37 °50'28 'W 147.57' C108 35 °25'53" 844.00' 521.92' N36 °55'46 'W 513.65' C109 98 °20'04" 52.50' 90.10' N07 °06'28 'W 79.45' C110 73 °53'42" 94.00' 121.23' S82 °05'52 "W 113.00' C111 23 °12'18" 1686.00' 682.84' N72 °33'26 'W 678.18' C112 28 °28'29" 644.00' 320.05' N69 °55'21" VV 316.77' C113 75 °03'17" 129.00' 168.98' N18 °09'28 "W 157.16' 15524' N72 °18'51 "E 134.07' CURVE TABLE NO. 40 °05'49" DIUS LENGTH CHORD BEARING CHORD C121 E#79.00' 0.00' 20.79' N84 °17'10 "E 17.24' C122 27 ° 56.00' 37.92' N19 °27'59 'W 37.56' C123 32 °17'51" 64.00' 36.08' N17 °04'13 "W 35.60' C124 5 °36'58" 19.00' 1.86' N01 °53'12 "E 1.86' C125 35 °04'11" 86.00' 52.64' N11 °49'16 "E 51.82' C126 30 030'28" 39.00' 20.77' N14 °06'08 "E 20.52' C127 22 °26'36" 19.02' 7.45' N11 °33'25 'W 7.40' C128 4 °17'44" 250.00' 18.74' S03 °33'58 "E 18.74' C115 40 °05'49" 706.00' 494.08' S74 °47'24 'E 484.06' C116 31 °06'05" 294.00' 159.59' S79 °17'16 "E 157.64' C117 126 °53'58" 56.00' 124.03' S69 °03'16 "E 100.19' C118 24 °50'53" 554.00' 240.26' S63 °48'18 "E 238.38' C119 51 °23'02" 144.00' 129.14' S25 °41'21 "E 124.86' C120 45 °09'01" 20.00' 15.76' S22 °34'31 "W 15.36' LOT AREA TABLE BLOCK M LOT NO. ACRES SQ. FT. ZONING 1 0.132 5,751 RBN -5 2 0.132 51750 RBN -5 3 0.132 5,750 RBN -5 4 0.132 5,750 RBN -5 5 0.132 5,750 RBN -5 6 0.144 6,281 RBN -5 7 0.146 6,357 RBN -5 8 0.234 10,196 RBN -5 9 0.217 9,457 RBN -5 10 0.230 10,018 RBN -5 11 0.168 7,329 RBN -5 12 0.202 8,792 RBN -5 13 0.170 7,416 RBN -5 14 0.135 5,870 RBN -5 15 0.132 5,750 RBN -5 16 0.132 5,750 RBN -5 17 0.132 5,750 RBN -5 18 0.132 5,750 RBN -5 19 0.132 5,750 RBN -5 20 0.132 5,750 RBN -5 21 0.170 7,422 RBN -5 1X 0.180 7,841 9 LOT AREA TABLE BLOCK N LOT NO. ACRES SQ. FT. ZONING 1 0.149 6,476 RBN -5 2 0.136 5,914 RBN -5 3 0.132 5,751 RBN -5 4 0.132 5,750 RBN -5 5 6 0.132 0.132 5,750 5,750 RBN -5 RBN -5 7 0.132 5,750 RBN -5 8 0.132 5,750 RBN -5 9 0.132 5,750 RBN -5 10 0.132 5,750 RBN -5 11 0.135 5,870 RBN -5 12 0.138 6,003 RBN -5 13 0.138 6,028 RBN -5 14 0.138 6,029 RBN_5 15 0.138 6,030 RBN -5 16 0.138 6,030 RBN -5 17 0.138 6,031 RBN -5 18 0.140 6,103 RBN -5 19 0.149 6,493 RBN -5 20 0.149 6,494 RBN -5 21 0.149 6,494 RBN -5 1X 12.005 522,926 2X 1.249 54,392 3X 1.032 44,941 4X 7.415 323,002 5X 3.377 147,102 6X 0.050 2,162 7X 2.423 105,528 OWNER /APPLICANT: Standard Pacific of Texas, Inc. 909 Lake Carolyn Parkway, Suite 940 Irving, Texas, 75039 Phone No.: (972) 590 -2400 Fax No.: (972) 590 -2430 FINAL PLAT WESTHAVEN, PHASE 1 59.866 ACRES (2,6079767 SQ. FT.) 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) 26 OPEN SPACE LOTS - 32.258 ACRES (1,4059158 SQ. FT.) STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY), ABSTRACT NO. 604 ( DENTON COUNTY) & B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772 CITY OF COPPELL DALLAS COUNTY AND DENTON COUNTY, TEXAS a C' ri M A 0 a m N g a 0 v M rn a LL w W x g 0 r m 0 r- 0 LL n: LL WHEREAS STANDARD PACIFIC OF TEXAS, INC., is the owner of a tract of land situated in the Peter Harmonson Survey, Abstract No. 1794 (Dallas County), Abstract No. 604 (Denton County) and the Buffalo Bayou, Brazos and Colorado Railroad Company Survey, Abstract No. 1772, City of Coppell, Dallas County and Denton County, Texas, and being a portion of Tract 1, called 42.997 acres, and a portion of Tract II, called 50.784 acres, conveyed to said Standard Pacific of Texas, Inc., as evidenced in a Special Warranty Deed, recorded in Instrument No. 201200244645 of the Official Public Records of Dallas County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 -inch "J. E. Smith" capped iron rod found for the southwest corner of a called 5.086 acre tract of land, conveyed to the State of Texas, as evidenced in a Deed, recorded in Volume 95142, Page 2590 of the Deed Records of Dallas County, Texas, and the easterly, southeast corner of a called 10.393 acre tract of land, conveyed to the State of Texas, as evidenced in the Agreed Judgment, recorded in Instrument No. 97- R0089415 of the Official Records of Denton County, Texas, same being the northwest corner of said Tract I and the northeast corner of said Tract II, and being on the south right of way line of State Highway No. 121 Bypass (a variable width right of way); THENCE North 80 035'07" West, along the north line of said Tract II and the south right of way line of said State Highway No. 121 Bypass, a distance of 29.16 feet to a 5/8 -inch "KHA" capped iron rod set for the POINT OF BEGINNING; THENCE South 10 °5642" East, departing the north line of said Tract II, the south right of way line of said State Highway No. 121 Bypass and crossing said Tract I and Tract II, a distance of 165.87 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 07 °03'01" East, continuing across said Tract I, a distance of 251.40 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 11'2 I' 14" West, continuing across said Tract 1, a distance of 99.72 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 02 °51'02" East, continuing across said Tract I, a distance of 180.79 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 74 °02'46" West, continuing across said Tract I and crossing aforesaid Tract II, a distance of 79.03 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 39 000'28" West, continuing across said Tract 11, a distance of 8.16 feet to a 5/8 -inch "KHA" capped iron rod set for the point of curvature of a non - tangent curve to the right; THENCE in a southerly direction, continuing across said Tract 11, and along the arc of said curve to the right, through a central angle of 30'15'12", having a radius of 65.00 feet, a chord bearing of South 21'05'30" West, a chord distance of 33.92 feet and an arc length of 34.32 feet to a 5/8 -inch "KHA" capped iron rod set for the point of tangency of said curve; THENCE South 36'13'06" West, continuing across said Tract II, a distance of 207.29 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 08 046'54" East, continuing across said Tract II, a distance of 7.07 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 53 046'54" East, continuing across said Tract II, a distance of 17.50 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 36 013'06 West, continuing across said Tract II, a distance of 58.00 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 53 046'54" East, continuing across said Tract Il, a distance of 109.29 feet to a 5/8 -inch "KHA" capped iron rod set for the point of curvature of a curve to the left; THENCE in an easterly direction, continuing across said Tract 11, crossing aforesaid Tract I, and along the arc of said curve to the left, through a central angle of 61'34'3 1 ", having a radius of 327.50 feet, a chord bearing of South 84 °34'09" East, a chord distance of 335.27 feet and an are length of 351.96 feet to a 5/8 -inch "KHA" capped iron rod set for the point of tangency of said curve; THENCE North 64 °38'35" East, continuing across said Tract I, a distance of 27.91 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 73 °04'58" East, continuing across said Tract I, a distance of 14.80 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 30 °48'31" East, continuing across said Tract I, a distance of 1 8.06 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 59 °11'29" West, continuing across said Tract I, a distance of 115.00 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE South 30 °48'31" East, continuing across said Tract I, a distance of 751.50 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE North 59011'29" East, continuing across said Tract I, a distance of 113.33 feet to a 5/8- inch "KHA" capped iron rod set for the point of curvature of a non - tangent curve to the left; THENCE in a easterly direction, continuing across said Tract I, and along the arc of said curve to the left, through a central angle of 94 °47'54 ", having a radius of 50.00 feet, a chord bearing of North 80 °44'55" East, a chord distance of 73.61 feet and an arc length of 82.73 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE North 59'1 F29" East, continuing across said Tract I, a distance of 185.44 feet to a 5/8 -inch "KHA" capped iron rod set for the point of curvature of a non - tangent curve to the left; THENCE in a easterly direction, continuing across said Tract 1, and along the arc of said curve to the left, through a central angle of 30'13'5 1 ", having a radius of 50.00 feet, a chord bearing of North 69 °55'04" East, a chord distance of 26.08 feet and an arc length of 26.38 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 35 °11'51" East, continuing across said Tract I, a distance of 28.24 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE North 89 °54'40" East, continuing across said, Tract I, a distance of 11 5.00 feet to a 5/8 -inch "KHA" capped iron rod set for a corner on the east line of said Tract 1; THENCE South 00 005'20" East, along the east line of said Tract I, a distance of 424.91 feet to a 5/8 -inch "KHA" capped iron rod found for the southeast corner of said Tract I THENCE South 89 °45'36" West, along the south line of said Tract I and along the extension of the north line and the north line of Village at Cottonwood Creek Section VI, an Addition to the City of Coppell, Texas, according to the Plat thereof recorded in Volume 95036, Page 1867 of the Deed Records of Dallas County, Texas, a distance of 546.05 feet to a corner in the center of Denton Creek; THENCE North 52 °5449" West, continuing along the south line of said Tract I and along the center of said Denton Creek, a distance of 253.70 feet to a corner; NOTES: 1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as shown, Zone "X" (shaded) and Zone "X" (unshaded). For the portions this site is not within an identified special flood hazard area, this flood statement does not imply that the property and /or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man -made or natural causes. This flood statement shall not create liability on the part of the surveyor. 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark No. 17. The bearings shown hereon are Grid values. The distances shown are surface values. 3. The survey abstract lines shown hereon are approximate and are not located on the ground. 4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA ", unless otherwise noted. 5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N, Lot 2X (see note 6). 6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. THENCE North 34'19'49" West, continuing along the south line of said Tract I and continuing along the center of Denton Creek, a distance of 466.38 feet to the southwest corner of said Tract 1; THENCE North 00 °4254" West, along the west line of said Tract I, a distance of 5.37 feet to the southeast corner of aforesaid Tract 11; THENCE North 47 °06'44" West, along the south line of said Tract II and along the center of Denton Creek, a distance of 92.77 feet to a corner on the common line of said Tract II and Lot 7, Block 1 of Asbury Estates, an Addition to the City of Coppell, Texas, according to the Plat thereof recorded in Volume 99234, Page 47 of the Deed Records of Dallas County, Texas; THENCE in a westerly direction, continuing along the center of Denton Creek and along the common line of said Tract II and said Lot 7, Block 1 of Asbury Estates, the following: North 62 °45'44" West, a distance of 113.00 feet to a corner; North 81 °01'44" West, a distance of 122.50 feet to a corner; South 63 °23'16" West, a distance of 162.00 feet to a corner; South 30 °58'16" West, a distance of 193.00 feet to the northwest corner of said Lot 7, Block 1, same being the northeast corner of Phase II of The Mansions by the Lake, an Addition to the City of Coppell, Texas, according to the Plat thereof recorded in Volume 99215, Page 484 of the Deed Records of Dallas County, Texas; THENCE in a westerly direction, continuing along the center of Denton Creek and along the common line of said Tract II and said Phase II of The Mansions by the Lake, the following: South 34'28'16" West, a distance of 106.00 feet to a corner; South 69 °32'16" West, a distance of 100.00 feet to a corner; South 89'11'16" West, a distance of 100.00 feet to a corner; North 68 °2544" West, a distance of 108.00 feet to a corner; THENCE North 59 040'46" West, departing the common line of said Tract II and said Phase 11 of The Mansions by the Lake, and continuing along the center of said Denton Creek, a distance of 222.96 feet to a corner on the common line of said Tract II and said Phase II of The Mansions by the Lake; THENCE in a westerly direction, continuing along the center of Denton Creek and along the common line of said Tract II and said Phase II of The Mansions by the Lake, the following: North 69 °2544" West, a distance of 214.00 feet to a corner; North 85 °05'44" West, a distance of 301.00 feet to a corner; North 59 °06'39" West, a distance of 190.81 feet to the northwest corner of said Phase 11 of The Mansions by the Lake, same being the northeast corner of a tract of land, conveyed to John Egleston, et al, as evidenced in a Correction Special Warranty Deed, recorded in Volume 2005031, Page 8619 of the Deed Records of Dallas County, Texas; THENCE North 58 °54'53" West, continuing along the center of Denton Creek and along common line of said Tract II and said John Egleston, et al, tract, a distance of 321.50 feet to the most westerly southwest corner of said Tract II, the northwest corner of said John Egleston, et al, tract, being on the southeast line of a called 0.8610 acre tract, conveyed to the State of Texas as evidenced in aforesaid Agreed Judgment, recorded in Instrument No. 97- R0089415 of the Official Records of Denton County, Texas, same being on the southeast right of way line of State Highway No. 121 (a variable width right of way); THENCE North 48'1 F27" East, along the northwest line of said Tract II, the southeast line of said 0.8610 acre tract, and the southeast right of way line of said State Highway No. 121, a distance of 197.30 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; THENCE North 44 023'06" East, continuing along the northwest line of said Tract II, the southeast line of said 0.8610 acre tract, and the southeast right of way line of said State Highway No. 121, a distance of 129.60 feet to a 5/8 -inch "KHA" capped iron rod set for the northeast corner of said 0.8610 acre tract, a northwest corner of said Tract II, same also being on the south line of the remaining portion of a called 1.47 acre tract of land, conveyed to Gia G. Rish McLean, as evidenced in an Affidavit of Heir ship of Denton Glenroy Rish, recorded in Volume 96067, Page 5566 of the Deed Records of Dallas County, Texas; THENCE South 89 °00'01" East, departing the southeast right of way line of said State Highway No. 121, along a north line of said Tract 11, and the south line of said 1.47 acre tract, a distance of 113.82 feet to a 1/2 -inch iron rod found for the southeast corner of said 1.47 acre tract, same being an inner ell corner of said Tract II; THENCE North 00 °34'18" West, along the east line of said 1.47 acre tract and along a west line of said Tract II, a distance of 117.07 feet to an aluminum right of way monument found for a northwest corner of said Tract II, the southwest corner of a called 2.743 acre tract of land, conveyed to the State of Texas as evidenced in aforesaid Agreed Judgment, recorded in Instrument No. 97- R0089415 of the Deed Records of Dallas County, Texas, same being the southeast right of way line of aforesaid State Highway No. 121; THENCE in a northeasterly direction, along the northwest line of said Tract 11, the southeast line of said 2.743 acre tract, the southeast line of aforesaid 10.393 acre tract, and continuing along the southeast right of way line of said State Highway No. 121 and the south right of way line of aforesaid State Highway No. 121 Bypass, the following: North 44 023108" East, a distance of 520.24 feet to an aluminum right of way monument found for a corner; North 55 002158" East, a distance of 88.21 feet to an aluminum right of way monument found for a comer; North 51 °3824" East, a distance of 266.32 feet to an aluminum right of way monument found for a corner; North 55 °43'59" East, a distance of 180.42 feet to an aluminum right of way monument found for a corner; North 63013'12" East, a distance of 273.24 feet to a comer, from said comer, a found aluminum right of way monument bears North 80'16' East, 4.95 feet; North 73 °02'34" East, a distance of 183.04 feet to a 5/8 -inch "KHA" capped iron rod set for a corner; North 84" 18'00" East, a distance of 365.42 feet to a 1/2 -inch iron rod found for a corner; South 80 035'07" East, a distance of 45.33 feet to the POINT OF BEGINNING and containing 59.866 acres (2,607,767 square feet) of land, more or less. OWNER'S DEDICATION STATE OF TEXAS § COUNTIES OF DENTON AND DALLAS § NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, STANDARD PACIFIC HOMES OF TEXAS, INC., does hereby adopt this plat designating the herein described property as WESTHAVEN, PHASE 1, an addition to the City of Coppell, Texas and does hereby dedicate to the public use forever, the streets, alleys, and easements specified as dedicated to the public shown thereon. The easements shown hereon are hereby reserved for the purpose as indicated. No buildings, fences, trees, shrubs, or other improvements or growth shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and accommodation of all public utilities desiring to use or using same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths while reconstructing, inspecting, patrolling, maintaining and adding to or removing from all parts of its respective system, within said "Utility Easements ", without the necessity at any time of procuring the permission of anyone. Notwithstanding the forgoing, STANDARD PACIFIC HOMES OF TEXAS, INC., reserve for themselves, their successors and assigns the right to use the surface of all such easements for installing landscaping and irrigation systems, for parking of vehicles (except that parking shall not be authorized in any designated fire lanes) for the passage of pedestrian and vehicular traffic, and to construct and maintain paving on the surface of such easements for the purpose of such reserved 7�day Witness m hand at o el Texas this the y C pp I, of � , 2013. BY: STANDARD PACIFIC HOMES QF TE S, ., 1 1 22 j STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, �undersi thority, a Not ary Public in and for the State of Texas, on this day personally appeared me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and co siderations therein expressed and in the capacity therein stated. �w GIVEN under my hand and seal of office, this the day of 12013. -161XI2,I.1v $014 Floodplain Development Permit Application No. has been filed with the City of Coppell Floodplain Administrator on 1�-° , gpr,. m -41.1 Floodplain Administrator Date The developer, builder, seller, or agent shall inform in writing, each prospective buyer of subdivision lots or property located within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the application for development permit. Note: The City of Coppell will not have responsibility for maintenance of the floodway /floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct the flow of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. The undersigned, the City Secretary of Coppell, Texas, hereby certifies that the forgoing Plat of W sthaven, Phase 1, an addition to the city of Coppell was submitted to the City Council on the day of ..111 -. ..._rr_.., . -..-.- OWNER /APPLICANT: Standard Pacific of Texas, Inc. 909 Lake Carolyn Parkway, Suite 940 Irving, Texas, 75039 Phone No.: (972) 590 -2400 Fax No.: (972) 590 -2430 SURVEYOR'S CERTIFICATION That I, Michael B. Marx, a Registered Professional Land Surveyor, licensed by the State of Texas, do hereby certify that this plat and the description shown hereon are based upon an on the ground survey of the land, and this plat is an accurate representation of the physical evidence found at the time of the survey; that the corner monuments shown hereon were found or will be placed under my personal supervision. This plat was prepared in accordance with the platting rules and regulations of the City of Coppell, Texas. Dated this the day of Aotid 12013. M Micha6l B. Marx, RegistefecrProfessional Land Surveyor #5181 KIMLEY -HORN AND ASSOCIATES, INC. 5750 Genesis Court, Suite 200 Frisco, Texas 75034 972 - 335 -3580 Fax 972 - 335 -3779 STATE OF TEXAS § COUNTY OF COLLIN § E O F T, MICHAEL B. MARX P.***.* see s..... 000.00 0 o 5181 §6_0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Michael B. Marx, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN under my hand and seal of office, this the �_ day of )2013. a �tpPY PUB�i STACEY LYNN THOMAS Notary Public in and f e S too exas My Commission Expires March 27, 2017 srgrE OF I tdfb ATMO ENER / e 7�'- Date of Approval - 1F ON D to 6f Approval TI E WARNER )4 D to of A proval Conformed Copy Official Public Records John F. Warren, County Clerk Dallas County, TEXAS 06/25/2014 11:25:20 AM $164.00 �Q� d 201400158822 FINAL PLAT WESTHAVEN, PHASE 1 59.866 ACRES (296079767 SQ. Yr.) 143 RESIDENTIAL LOTS - 18.499 ACRES (805,809 SQ. FT.) 26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.) STREET DEDICATION - 9.109 ACRES (396,800 SQ. FT.) PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY), ABSTRACT NO. 604 (DENTON COUNTY) & B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772 CITY OF COPPELL DALLAS COUNTY AND DENTON COUNTY, TEXAS Kim ley -Horn and Associates, Inc. 5750 Genesis Court, Suite 200 Tel. No. (972) 335 -3580 Frisco, Texas 75034 Fax No. (972) 335 -3779 Scale Drawn by Checked by Date Project No. Sheet No. N/A MBM KHA 08/06/2013 064447702 5 OF 5 a 66 M N ID r m O W F F- O a N stt =. :iitit its ;_.' {,;.tr ...?::_i=::•f t{ � -Iui: %ber X71 }4 v` � i, •, - . E'it eiCt. :.j, k .... Z a 0