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SL9245A
ZONING DESIGNATION: LIGHT INDUSTRIAL w LOT 7, BLOCK 'A' ZONING DESIGNATION: LIGHT INDUSTRIAL LEWISWLLE TOWNE CROSSING ADDITION 35' WATER & SANITARY Z. • 30' ACCESS & 30' ACCESS & CAB. "Y ; PG. 388 SEWER ESMT. LOT 3, BLOCK N 5• EMERGENCY ESMT. EMERGENCY ESMT. P.R.D.C.T, GAB. "Y", PG. 388 LEWISVILLE TOWNS CROSSING ADDITION m GAB, Y, PG. 388 GAB. Y, PG. 388 P.R.D.C.r' CAB. 'Y", PG. 388 c . P.R.D.C.T, REP. DETAIL P.R.D.C.T. P.R.D.C.T. 1 'A' THIS SHEET ( I 15' WATER ESMT. 15' DRAINAGE ESMT. 30' DRAINAGE ESMT. i � I 30' ACCESS & 25' DRAINAGE ESMT. CAB. Y, PG. 388 {PRIVATE} {PRIVATE) EMERGENCY ESMT. �n 15, WATER ESMT'. (PUBLIC) GAB AT PG. 388 P.R.D,C.T. GAB. 'Y"� P.R.D.C.T. CAB. 'Y . P.R.D.C.T. I I CAB. P.R.D.C.T. Y, 388 j I ACCESS & f CAB. Y. PG. 388 P.R.D.C.T. EMERGENCY EBMT. j 1 I ` P.R.D.C.T. i !s * _ — T _ __ I I _ _ _ _ • i ii I i ii i--- cm � D,PG 388 I -= — -- — —xi = N 29 12 3C W 399r T2 - — — — i- - —N 27 46 33 W ZOO.00 — t— N29 12 30 W 551 r 68 x A XF 15` UTILITY ESMT. i I I yI _ _ _ _____ —� _ _ _ _ _ _ .._. — — _ ._.._ _ — — — _ _.... _ _ — — _ -XF �— j DOC, NO. 2009-18 I ' I' 6 I 3p DRAINAGE do SANITARY ---- I P.R.D.C.T. � � �"� i I CABS Y ESG. 723 I 30' DRAINAGE ESMT. (PRIVATE) XF i is *jc ./ 55'x3O' WATER EASEMENT I I P.R.D.C.T. 4__� 15' WATER MT. IV WATER ESMT. CAB, Y, PG. 388 P.R.D.C.T. I I l v7 1 !. �.e� #J Jw! 7r 1 i O CITY OF LEWISVILLE iI I I _ L15' UTILITY ESMT. I 7 � .._,,. __._ _ _ — 30' ACCESS & "GRASS ONLY" \ CAB. Y, PG. 388 15' UTILITY ESMT. ( 15' WATER ESMT. i CAB. Y, PG. 388 �' j I Ar28"12 3Q W 7 f 0.52' - ®J {BY THIS P T} CAP.ITRY. T PG, 723 \ 15 UTILITY ESMr. GEMERGENCY SMT. M. � I CAB. T. 25' DRAINAGE ESMT. (PUBLIC) -"-`j" "r� \ P.R.D.C.T. tXiG. NO. ZO09--189 I j P.R.D.C.T. 388 I I CAB. Y, PG. 388 I — - -��, ,-1Lm ESMT.\ \ CAB.YP.R.D C?7 P.R.D.C.T. 30' WATER P.R.D.C.T. J f 15' UTILITY ESMT. j I I P.R.O.CT. I , (BY THIS LAT} \ % / / I I GAB. Y, PG, 723N I I 11O' L1TILlTY ESMT. \ SANITARY SEWER E3$MtB / / SANITARY SEWER 8SMr. P,RDCT•—� DOC NO. 2013-19 ����� \CABGAs, Y, PG. 388 \ P.R.D.C.T. f / xF P.R.D.C.T. j 1 10'x80' WATER ESMT. j I CAB.Y, PG, 723 I 15' UTILITY ESMT. 10' UTILITY ESMT \ i ,/ IV DRAINAGE ESMT. j I j P.R.D.C.T. CAB. Y, PG. 723 DOC NO. 2013-19 \ \ % f J . Y, PG. 388 27' ACCESS & I I I I I P.R.D.GT. (TO BE PARTIALLY l ! 1 P.R.D.C.T. EMERGENCY ESMi. ii 15' SANITARY SEWER ESMT. `� /� / CAB, Y, PG. 388 P.R D.G.T. j t I j CAB. Y, PG. 723 I E�— ABANDONED BY THIS PLAT) ` ,% tj _ I i RR.D.C.T. 1 15`Xt5 UTILITY ESMT. I ( '' +� Y p NO. 2009-84817 I I WATER ESML j I 12'x6O' WATER ESMT. j D.R.D.C.T. f .�-25CAB. A,T,&T . 723 I CAB, Y. PG. 723 �i I CAB. Y, P.R.D.C.T. r\% / J ' ( 1 y CAB. Y". PG. 723 I `^ �!1 P.R.D.C.T. / I j t P.R.D.C.T. I J XF (PRIVATE) DRAINAGE ESMT. I < (/ J 15' UTILITY ESMT. 1 10'x1 O' WATER ESMT. i CAB. Y, PG. 388 i CAB. Y, PG, 723 I j J P.R.D.C.T. I I CAB. Y, PG. 723 a j I f 1 I CA �PGESWT.723 J� P.R,a.CT. � I � 1 \ P.R.D.C.T. d P,R,Q.GT. 15` SANITARY . + I "'� Le. • / / / NSEWER O 2009-189 ' I ` 15' WATER.ESMTY, j i+ �10' WATER ESMT. 1 2 I1 P.R,D,G T. \ PG. 388 I CAB. Y. PG. 388 - I J J I I I I 9.5' UTILITY ESMT. P.R.O.CT. I P.R.D.C.T. I' 1 I GAB. Y, PG. 723 I I ! 15' DRAINAGE ESTE) � j % 1O'x35' WATER ESMT. s L P.R.D.C.T. I XF I I °° I �- f P P.R.D.C.T. Y, PG. 723 w i CAB. Y, R D 388 I ! PG. ESMT* -,,...- I 3I 15' WATER ESMi. 20' WATER LINE ESMT. I � J \ I 30' aGCEss &_71 Y, PG. Sae VOL, 5082, SEG. 9 I} I 30' ACCESS & EMERGENCY ESMT'. 2 I i i` EMERGENCY ESMT'. P.R D.C.7. 2a DRAINAGE ESMT. (PUBLIC) i Y PG. 723 �� I o I CAB. Y PG. 388 ��� {D l 1 M. Y. PG. 723 «� I P.R.D.C.T. �cPZi" I I ��� s I I P.R.D.GT. I I t 1 / P.R.D.C.T. i i5' LfiltlTl ESMT. / y y I I I I ! 15` UTILITY ESMT. ` ` CAB. Y, PG. 723 I � y \ I CAB. Y, PG. 723 (�� / • P,R,D.G.T. ! ��? � � `yam � I I 15' WATER ESMT. I I 15' wATt32 ESMi. I : I Cl~ P.R.D.C.T, 1 1 C1 I � &5 t \ GAB. Y, PG. 388 1o'x3a' WATER ESMr, I \\ { CAB. Y, PG. 388 j t EQ I I UTILITY ESWT. Q� ( 15' DRAINAGE ESMT. I P.R.D.C.T. I I GAB. Y, PG. 388 P.R.D.C.T. j IIII GAB. Y, PG. 723 `r I (PRIVATE} P.R.D.C.T. T I / 15' UTILITY ESMT I P.R.D.CT. j I �» CAB. Y, PG. 368 I � — — _ _ _ - _ J L _ _ _ _ _ .,... _ _ _ _ _ _ � — — — — — — —j CAB. 'Y", PG. 723 I ( j $ P.R.D.C.T. I I _ _ _ _ — - i i ��-' -•— _. ..._. — _ _ _ .._ _ _ ^ _._. — — .__. — ._._ — _.._ ._ ._._ I— T — I j I • I I SU LEY DRAINAGE ESMT, ( "� I I I t) / f i j RyZ � 2a' DRN (PRIVATE) i t„ .,_� j�.•f �` I I I 4w�. ` 7' I 3p �4e W. Y, PG, 388 1 1 lX j j 30 ACCESS & I4cr y0 P.RD,CT. 1 ! (�i0� �4+ i L _' *Y*,' PPGES723 MT j+ 10'x4o' WATER ESMT. I IV WATER ESMT. P,R.D,G.T. ( ( i i CAB. Y, PG. 723 I CAB. Y, PG. 723 P.R.D.C.T. ( I I I L 1 I f 10'x10' WATER ESMT. I I W EMERGENCY ACCESS Ebfl I I I w .✓ t 1 15' UTILITY ESMT. I�`i GAB. 'Y', PG. 723 I ( ~' L GAB. Y, PG. 388 I I I I 4 ' zo P.R Q.G.T. % F�R.D.C.r. PG. 723 Q O- �� �y �y P.R.aCT. 1 I I 1 I Q ZONING DESIGNATION: LIGHT INDUSTRIAL 27` ACCESS a I I I �' 1Z, „ CAB. GYM, PG. 38 I L LOT � 1ARm �� O�K A � I I i � P.R.D.C.T, I U U j ! LOT 5, BLOCK A o 1 i 10. 6089 AC, � � . . I 1 j ( LEWISVILLE TOWNE CROSSING ADDITION DENTON COUNTY ELECTRIC COOPERATIVE I i 1Vx2V WATER ESMT. I 0 C CAB. 'Y , PG. 388 I I i CAB. Y. K. 723 � , j � I I � I � �`� P.R.D.0 T.IV fr P.R.D.C.T. INSTRUMENT NO L2D06-1311837 I I %j Dr 9R BLOCK A I I 15' DRAINAGE ESMT. (PRIVATE) y. I t > I p M. Y, PG. 388--- P.R.D.C.T.I I I j t LEWISVILLE TOWNE CROSSING ADDITION 15' /r f DOC. NO. 2009•-189 ( � 15' UTILITY ESMT•. I I CAB. Y. PG, 723 , G` I I l WATER . ESMT. I f P. R. D.C,T. I P.R.D.C.T. ` ^ GAB. Y, PG. 388 I . � � • `�lQ�} I i � 1 � P.R.D.C.T. ( I I I ► j I I SANITARY SEWER ESMT. I ��, 10'x50' WATER ESMT. I j 30' ACCESS & EMERGENCY ESMT. I CAB. Y, PG. 388 15' UTILITY ESMT. l� GAB. Y, PG, 723--,- I i ( I I P.R.D.C.T. `. DOT. NO. P.R.-. 89 J PA.D.CT. Y, PG, 723 i P,R.D.189 / P.RD.C.T. 15` UtltaiY ESMT. 15' WATER ESMT. j�'t" CAB. Y, PG, 723 1 I 15, UTILITY ESMT. CAB. Y. PG. 388 2� , P.R.D.C.T. I EMERGENCY ESMT. 1524! ACCESS' WATER ESMT. j ( CAB. Y. PG. 723 P.R.aCT. GAB, WATERIV D 388 O P. G.T. 3v ` , 15' UTILITY ESMT. I j CAB. Y, PG. 723 GAB. Y, PG. 723 tp Y, PG. 723 P.R.D.C.T. P.R.D.C.T. I I P.R.D.C.T. �`I f 15' BUILDING LINE *� _ � _ ..... _ — � _-� -.. --- — --- -- 16' BUILDING LINE 24' ACCESS A EMERGENCY ESMT. CAB. Y. PG. 723 P.R.D.C.T. LOT IX LOT 6 LOT 7 / LOT 8 VICINITY MAP i � 10O0' a� 0 00 In Lo r-i C> css C3 I� c� 0 0 , I. S 1f2" I.R.F. S29 ! 12 30 i E 6 i t5` UTILITY ESMT. .99 LOT 1 s Y, PG, 72 BLOCK A P.R.D.C.T. 15' UTILI CAB. 'Y', TY ESMT. PG. 723 LOT 18 CASTLE HILLS POINT OF LOT 9 LOT 10 LOT 11 LOT 12 P.R.D.C.T. LOT 15 LOT 16 LOT 17 PHASE 8, SECTION A .LOT 2O DOC NO. 2013-359 p Vll rNII �t V LOT 13 LOT 14 P.R.D.C.T. ZONING DESIGNATION: ESTATE TOWNHOUSE LOT 21 NOTES: 1. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y, PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE. 3. THiS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO, IF. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER CASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PRIVATE" ARE FOR THE BENEFIT OF AND USE BY THE OWNER OF LOT 6R-1AR, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6, THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. FLOOD NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL INSURANCE ADMINISTRATION - NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP - F.I.R.M. - FOR DENTON COUNTY, TEXAS - COMMUNITY PANEL NO. 48121 CO560 G, EFFECTIVE DATE APRIL 18, 2011: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100-YEAR FLOOD. 112' S29'12'301E 512.50' 24' ACCES�_r I.R,F 7.5'x2O' WATER E AtT,CAB. Y, PG. 388 7.5'x45WATER ESMT. E]B. Y,CY . S 75k60' WATER ESWT, P.R.D.CT, CAB.Y. PG. 388 Y, PG. POINT,OF OF ...:CAB. Y. PG. 388 LOT 1 R; BLOCK A P.R,D.G:T. P.R.D.C.T. /'� j� j/" P.R.D.C.T. CASTLE HILLS 7.5'x55' WATER LSMT.�FNL+! J i ii PHASE 8, SECTION B COMMERCIAL M. Y, PG. 388 DOC NO. 2014-418 PA.D.C.T. �. P.R.D.C.T ZONING DESIGNATION: LIGHT INDUSTRIAL 25' DRAINAGE ESMT. 30' ACCESS & (PRIVATE) EMERGENCY ESMT. CAB "Y", PG. 388 GAB. Y . PG. 38B P.R.D.C.T. � P.R.D.C.T. + (� /ry ��/ IV WATER ESMT. +� * 12 i3V ii i/ .5�j 9. 72 i GAB. Y. PG. 388 L P.R.D.C.T. L1 VX10' WATER ESMT. DOG NO. 2013-19 L6 �L3 15' UTILITY ESMT. L4 CAB. Y, PG. 723 15' WATER ESMT. P.R.D.C.T. UTILITY ESWL (BY THIS PLAT) rn DOC. NO. 2013-19 IT L8 L12 10' L10 *? DOC € L15 L1 ` ABAI j (N 10' WATER ESMT. j 1c 'LI Y ESMT. (BY THIS PLAT) DC 0, 2013-19 DETAIL A' SCALE: 1 "=30' PURPOSE OF REPLAT: 1. ABANDON A PORTION OF "THE UTILITY" EASEMENT DEDICATED BY THE PLAT RECORDED IN DOCUMENT NUMBER 2013-19, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. DEDICATE ONE (1) UTILITY EASEMENT AND ONE (1) WATER EASEMENT. F/NAL PLAT TO DEMON COUNTY ELECTRIC COOPERATIVE - _ 15' ELECTRIC LINE ESMT. iNSTRUMENT NO. 2006-131837 F T1 )XF 04 Tm 518" I.R.F. CM LEGEND xS - "X' SET XF - "X' FOUND I.R.F. - IRON ROD FOUND CM - CONTROLLING MONUMENT l.R,S. -IRON ROp SET' DOC. NO. - DOCUMENT NUMBER CAB. PG. - CABINET PAGE D.R.D.C.T. - DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS ESMT - EASEMENT - EXISTING EASEMENT TO BE ABANDONED BY THIS PLAT EASEMENT LINE TABLE LINE LENGTH BEARING LI 15,00' N60°47'30"E L2 27.00' N29°1230'IN L3 24.44' N60047'30"E L4 57.71' N29'1230'W L5 31.02' N74°1230"W L6 21.21' IV29°12`30'W L7 52.24' S74*12'30 E L 8 63.92' S29 °l2'30 E L9 15.00' S6004730"W L10 21.15' N29'1230"W L11 2.25' S60'4730"W L12 10.00, N29'12'30"W L13 12.25' N60'4730"E L14 41.15' S29'12 30"W I t5 3111' 1 S29'1230 ` W r BOUNDARY ♦; BOUNDARY ♦; NOR : ! " SourRiADDIM04' LEWISVILLE Alm"Oft WNE CRO 'Oft mft s • �. LOT e �► O f ESMT. 2013-19 :D BY THIS PLAT) OWNER ENGINEERJ'SURVEYOR EOP LEWiSVILLE, LTD. CATES—CLARK & ASSOC., LLP 504 LAVACA STREET, SUITE 1160 14800 QUORUM DRIVE, SUITE 200 AUSTIN, TX 78701 DALLAS, TX 75254 CONTACT DANIEL CAMPBELL CONTACT DANIEL STEWART, P.E. PHONE. (512) 682-5566 PHONE.(972) 385-2272 10. 6089 ACRES I �'j ZONING DESIGNATION: LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF LOT 6R-- IA, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION PACE Iown womem - I DAVID COOK SURVEY, ABSTRACT NO. 234 J.B. SN/PP SURVEY, ABSTRACT NO. 1227 T. WILSON SURVEY, ABSTRACT NO. 1352 DENTON COUNTY, TEXAS TR. .'a,r OCTOBER 22, 2015 Flat �a �° t �} t€ pou'all��i OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS, EOP LEWISVILLE, LTD., IS THE OWNER OF ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATED IN THE DAVID COOK SURVEY, ABSTRACT NO. 234, THE J. B. SHIPP SURVEY, ABSTRACT NO. 1227, AND THE T. WILSON SURVEY, ABSTRACT NO. 1352, DENTON COUNTY, TEXAS, BEING ALL OF LOT 6R-1, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN DOCUMENT NO. 2009-189, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD FOUND IN THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 121, (VARIABLE WIDTH RIGHT-OF-WAY) AND AT THE NORTHEAST CORNER OF LOT 5, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED 1N CABINET 'Y', PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE SOUTH 29' 12' 30" EAST AND DEPARTING SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121, FOR A DISTANCE OF 512.50 FEET TO A 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE COMMON CORNER OF SAID LOTS 5 AND 6R-1, SAID ROD ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 29' 12' 30" EAST, ALONG THE EAST LINE OF SAID LOT 6R-1, FOR A DISTANCE OF 652.99 FEET TO A 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE COMMON CORNER OF SAID LOT 6R-1 AND LOT 9R, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN DOCUMENT NO, 2009-189, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE SOUTH 60" 47' 30" WEST, ALONG THE COMMON LINE OF SAID LOTS 6R-1 AND 9R, A DISTANCE OF 666.40 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER, SAID POINT BEING IN THE EAST LINE OF LOT 7, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AND ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y', PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE ALONG THE COMMON LINE OF SAID LOTS 613-1 AND 7 THESE THREE (3) COURSES AND DISTANCES: NORTH 29' 12' 30" WEST, FOR A DISTANCE OF 399.72 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER; NORTH 27' 46' 33" WEST, FOR A DISTANCE OF 200.00 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER; NORTH 29' 12' 30" WEST, FOR A DISTANCE OF 551.68 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER IN SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY .NO. 121; THENCE NORTH 43' 41' 25" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121, FOR A DISTANCE OF 26.16 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER, SAID POINT BEING THE COMMON CORNER OF SAID LOTS 5 AND 613-1; THENCE ALONG THE COMMON LINE OF SAID LOTS 5 AND 6R-1 THESE FIVE (5) COURSES AND DISTANCES: SOUTH 29' 12' 30" EAST FOR A DISTANCE OF 357.71 FEET TO A 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 41' 52' 33" AND A CHORD BEARING NORTH 87' 28' 07" EAST AT A CHORD DISTANCE OF 71.47 FEET; NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT, FOR AN ARC DISTANCE OF 73.09 FEET TO A 1/2- IRON ROD FOUND FOR CORNER; SOUTH 71' 35' 36" EAST FOR A DISTANCE OF 113.25 FEET 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 47' 36' 54" AND A CHORD BEARING NORTH 8,V 35' 57" EAST AT CHORD DISTANCE OF 80.73 FEET; NORTHEASTERLY ALONG SAID CURVE TO THE LEFT, FOR AN ARC DISTANCE OF 83.10 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; NORTH 60' 47' 30" EAST FOR A DISTANCE OF 422.33 FEET TO THE POINT OF BEGINNING AND CONTAINING 10.6089 ACRES OF LAND, MORE OR LESS. NOW THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT EOP LEWISVILLE, LTD. AND COMPASS BANK, THROUGH THE UNDERSIGNED AUTHORITIES, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEWISVILLE TOWNE CROSSING, LOTS 6R-1AR, BLOCK A, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, DENTON COUNTY, TEXAS, AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON DEDICATED TO THE CITY OF LEWISVILLE, AND DO HEREBY DEDICATE THE ESMT. STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF THE CITY OF LEWISVILLE ETJ, THE CITY OF LEWISVILLE OR DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1-F AS INDICATED ON THE PLAT AND ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME, WITH THE EXCEPTION OF ANY USERS FOR TELECOMMUNICATION, CABLE TELEVISION, OR ANY OTHER COMMUNICATION USES; THESE EXCEPTED USES BEING RESERVED UNTO CASTLE HILLS DEVELOPMENT CORPORATION OR ITS FUTURE GRANTEE OR ASSIGNEE. NO BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE ESMT. STRIPS ON SAID PLAT. THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN ESMT. HAS BEEN DEDICATED SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE ESMT. STRIPS, AND THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN ESMT. HAS BEEN DEDICATED SHALL AT ALL TIME HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SIDE ESMT. STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. A BLANKET ESMT. OF A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL FIRE HYDRANTS AND A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL OTHER APPURTENANCES (FIRE HYDRANT VALVES, WATER METERS, METER BOXES, STREET LIGHTS) IS HEREBY GRANTED TO THE CITY OF LEWISVILLE FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING AND MAINTAINING THE ABOVE NAMED APPURTENANCES. WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT. HOWEVER, NOTHING IN THIS CERTIFICATE OF DEDICATION SHALL BE DEEMED TO HAVE DEDICATED OR GRANTED AN ESMT. OR RIGHT TO ANY PUBLIC OR PRIVATE ENTITY FOR TELECOMMUNICATION, CABLE TELEVISION OR OTHER COMMUNICATION USE. ALL LOTS IN THE SUBDIVISION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING SETBACK LINES SHOWN ON THE PLAT. EDP LEWISVILLE, LTD., A TEXAS LIMITED PARTNERSHIP B EOP SUB GP, L.L.G, A TEXAS LIMITED LIABILITY COMPANY BY.• ENDEAVOR OPPORTUNITY PARTNERS, L.P., A TEXAS LIMITED PARTNERSHIP, ITS SOLE MEMBER BY: ENDEAVOR OPPORTUNITY PARTNERS GP, LTD., A TEXAS LIMITED PARTNERSHIP, ITS GENERAL PARTNER BY- EOP GP, L.L.C., A TEXAS LIMITED LiAB COMPANY, ITS GENERAL PARTN w BY: NAME: wi> & . ITS NOTARY STATE OF TEXAS COUNTY OF TRAVIS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS THE ACT OF EOP LEWISVILLE, LTD., A TEXAS LIMITED PARTNERSHIP, FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS &4VDAY OF 04 , 2015. *OARY UB "NW�5ANND6 R THE STATE OF TEXAS EXPIRATION KELLEY R MARKERT MY COMMISSION EXPIRES November 1, 2017 SURVEYOR'S CERTIFICATION 1, LAWRENCE A. CATES, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN COMMISSION OF THE CITY OF LEWISVILLE, TEXAS. Vie, 10001-5 LAWRENCE A. CATES, P.E., R.P.L.S. .a @,#„�.��$•, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 3717 q■R NOTARY STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED LAWRENCE A. CATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF h1ove , 2015. wNTIP ac NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATI LAURIE L. BARNETT Notar y Public. Sta#e of Texas +, My Commission Expires February 1I, 2077 CONSENT AND AGREEMENT OF LENDER COMPASS BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING AND (11) ITS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE 'SUBORDINATE TO EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. BY: NAME: Li a tK�:& C� ITT] / NOTARY STATE OF TEXAS COUNTY OF DALLAS BEF E ME, THE, J IN S ED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED _ 2 tltli" KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUB RIBED TO THE REGOIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF r , AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURPIDSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 III. PLAN SUBMITTAL AND APPROVAL PROCEDURES: FOR THE BRIGHT RANCH DEVELOPMENT, THE FOLLOWING PUBLIC PARK CRITERIA WILL BE ACCEPTABLE: (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SITE DEVELOPMENT STANDARDS. (B) PARKS LOCATED IN THE 100 YEAR FLOOD PLAIN. (C) PARKS THAT CONTAIN LAKES, CREEKS OR WATER DRAINAGE COURSES THAT MAY NOT CONFORM TO CITY ENGINEERING STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. (D) PARKS THAT ARE LESS THAN ONE ACRE. (E) PARKS HAVING UNUSUAL TOPOGRAPHY OR SLOPES. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONSTRUCTION PERMITS WILL NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS - STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED IN THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL BE USED ON ALL STREETSANDALLEYS. (B) SIDEWALKS - SIDEWALKS WILL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE LINES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. ESMT.S: (A) GENERAL PROVISIONS - ALLOW A 15 ESMT. ON ONE SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (B) WATER AND SANITARY SEWER LINE ESMT.S - A 10 FOOT SET -BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET -BACK REQUIREMENT FROM A NON - PRESSURIZED UTILITY LINE ESMT. SHALL NOT BE REQUIRED. (C) STORM DRAINAGE ESMT.S - A STREET SHALL BE CONSIDERED AN ESMT. ADJACENT TO AN OPEN STORM DRAINAGEWAY. FIGURE 6 - CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. FIGURE 7 - STREET DESIGN CRITERIA RESIDENTIAL STREET, 2 LANE, 31' (B-B): ADD MAX. DEGREE OF CURVATURE OF 40 DEGREES / 200' ALLOW INTERSECTION CURB RADIUS OF 20' RESIDENTIAL STREET, 2 LANE, 37' (B-S): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES / 300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE: A 15' WIDE MAINTENANCE ESMT. ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WIDE ESMT. ALONG ONE SIDE WILL NOT BE REQUIRED ON A GOLF COURSE. DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. (A) METER REQUIREMENTS - ELECTRONIC REMOTE READ METER WILL BE ALLOWED CY THE CITY OF LEWISVILLE FIGURE 24 - UTILITIES PLAN WITHIN STREET R.O.W. UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF i 2015. - 4 60,/L 0 RY UBLIC IN AND FOR THE STATE XAS EXPIRATION � y p UNDA R. COOK Notary Poft STATE sTATE of TE?tAS OF My CWM Exp. W, 2, 2016 OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, TX 78701 CONTACT. • DANIEL CAMPBELL PHONE. • (512) 682-5566 ALL R14NCEST O THE GENERAL DEVELOPMENT ORDINANCE APPROVED BY C17Y COUNCIL It et 1' JAMS 0AVIS, CHAIR N -FD—ATt PLA G AND ZONING COMMISSION C11Y OF LEWISVILLE, TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF LEWISVILLE, TEXAS, HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF LEWISVILLE TOWNE CROSSING ADDITION, TO THE CITY OF LEWISVILLE WAS SUBMITTED TO THE APPROPRIATE PLANNING AND ZONING COMMISSION OR C17Y COUNCIL AS REQUIRED BY THE ORDINANCES OF THE CITY OF LEWISVILLE ON THE DAY OF } 2015 AND SUCH BODY BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICA7ION OF STREETS, ALLEYS, PARKS, EASEMENTS', PUBLIC PLACES AND WATEP. AND SEWER LINES, AS SHOWN AND SET FORTH IN AND UPON SAID PLAT, AND SAID BODY FURTHER AUTHORIZED AND ACCEPTED THEREOF BY SIGNING AS HEREINABOVE SUBSCRIBED IN THE CAPACITY STATED. WITNESS BY HAND THIS IV' DAY OF 2015. , CITY OF LEWISVILLE, TEXAS E 0 ENGINEER/SURVEYOR CATES—CLARK & ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT` DANIEL STEWART, P.E. PHONE. • (972) 385-2272 Wi♦ A w LOT n Mr if, BLOCK' A 10. 6089 ACRES ZONING DESIGNATION LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF LOT 6R-1A, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION DAVID COOK SURYEY, ABSTRACT NO. 234 J.B. SHIPP SURVEY, ABSTRACT NO. 1227 T. WILSON SURYEY, ABSTRACT NO. 1352 DENTON COUNTY, TEXAS OCTOBER 22, 2415 CCA NO. 077-006 PAGE 2 OF 21 120' , pm A AL A t, DEDICATION S'(VARIABLE WIDTH RIGHT-OF-WAY) r 6*21 25, Mj"WAG UNE 6M22" 16.93' # 25' BUWNG UNIE v %4 410 REMAINDER REEDER ACQUISITION T-W PARTNERS,TO CASTLE HILLS 240 PROPERTY COMPANY -TRACT Fl" 0/ 30 DAA004GE Ew. 150.000 ACRES) CASTLE HILLS PROPERTY EW. (PRMM) _C0 0 30' 60' 120" TO CC NO 2ola_R-1s,?33_9, CIMARRON LEWISVILLE TC, L.P. D.R.D.C.T. CCF NO. 2007-13864, D.R.D.C.T Ai INN) el % tu SCALD 1"=60" 55"wro, 0 a tu t L "T 3 R *AM? CfW Or FASDAUff LOT I LOT 2 to LOT 8 TO tEK%*JX S 22*45r391E #0..9;" r LEGEND DRNMAGE 15` INA W EW. 15, WTm E. 0 I.R.F. - " ROD FOUND Ew. (~V Tal 1 24' ACCEW & Cm - CONTROLLNG MOW)MENT r 7 154 lr27 T —mfo-- T70 774 EN RgEIWC!'' aw. . . . . . ...... L N460-4r3O- E 5i-3F N 60-4r30E iMilff ml-_ 137 28a53' Tm i11 T 35' 04AR & 71'_• T_ P, w *xv I m Tm S4MrARr SEWN 10'xlO& WAT& Tw 1110 E4sEA*W 317ACCEW Ew. 15' S4A#TARY T342 04rER 24' ACOM "t __j SEIMM EW. 730 &ZkEW T4N C4 EMERODWY rAff. or 25&1'r rA5 I — _stw WAW� AZOL I — — — — -f— — __n — Ili— P75 w 3 .33' 200.00' LAJ To L M7 N 60114r30 E 0 33'dwr �lk 0 cs,� '50 awuw--,j I ljrl0* wwr EASOWENr 101mlo, 10 Esaff. ( 25' S00ARY ma &*"no r2l pAmv L 4 04m? rwr. e AF F 11 mffrxle - Esur. T311/ S 60*4 114 w 20aso, 72439 36'ACMS E& EA#&VQDVCY W. LEWISVILLE CITY LIMITS 20' WATER LINE EASMEW VOL 5W2. PG. 9= SECWN N 516* I.R.F. W/RfM CAP T312 too 4 . . . . . . . F•Zr.m K 1 W# ACCESS & BkoveDoCy ESUT. LOT _A43AIr, CT _ w z j TA2 i i BLOCK A I LOT 7 w-mm El low CASTLE HALLS PROPERTY COMPANY, A TEXAS GENERAL PARTNERSHIP TO LEWISVILLE TOWNE CROSSING L.P., A TEXAS LIMITED PARTNERSHIP NSTRUMENT NO. 2007-13863, D.R.D.C.T JO' ACC= dt mw. {CALLED 51.3983 AC. TRACT] MATCHLINE (SHEET 2) MATCHLINE (SHEET 3) MATCHLINE (SHEET 4) BOUNDARY LINE TABLE TANGENT LENGTH BEARING Tl 89m# S63*26WV T2 57.571 T3 40.761 N69*23't.4-w T4 129.661 N29O12'30'W T5 6225' S600471301V 76 16.66' S60*4713" T7 164.041 N291I2'3" TO 69W N66*02'39E T9 47.41' N69*Z-X�l TIO U3251 S71*35136,'E Tll 78.35' S03-071C91V T12 33W S60*4713VV T13 U3481 S73*ZlSVW T14 I0L431 S61-14121"W T15 204191 S36*31'w W T16 91.951 S60`15W T17 356AW - I N55-L6#ZI'E . TIG 25.121 55016'ZI'W 26.16' N43*41WE T201 44,12' 1 N50*W'Q OWNER (LOT 1) OWNER (LOTS 2, 4-6 & 8) OWNER (LOT n OWNER (LOT 7) CIMARRON LEWISVILLE TC, L.P. WEBER/INLAND AMERICAN LEWISVILLE TC CASTLE HILLS PROPERTY COMPANY TARGET CORPORATION 16000 DALLAS PARKWAY, SUITE 30Q LIMITED PARTNERSHIP 4228 N. CENTRAL EXPWY. SUITE 300 1000 NICOLLETTMAU., TPN-120 DALLAS,TX 75248 16000 DALLAS PARKWAY, SUITE 300 DALLAS, TX 75206 MINNEAPOLIS, MN 55403 CONTACT: MARK DAVIS DALLAS, TX 75248 CONTACT: ERIC STANLEY CONTACT: KATIE RIVARD PHONE: (972) 739-8400 CONTACT: MARK DAVIS PHONE: (214) 559-9246 PHONE: (612) 761-2422 FAX: (972) 739-8491 PHONE: (972) 739-8400 FAX: (214) 559-9221 FAX: (612) 761-3727 FAX: (972) 739-9491 ENGINEER/SURVEYOR LAWRENCE A. CATES & ASSOC.. LLP 148M QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT: MICHAEL L. CLARK, P.E. PHONE: (972) 385-2272 FAX: (972) 980-1627 BOUNDARY CURVE TABLE CURVE RADIUS DELTA TANGENT CHORD LENGTH BEARING Q 86OW 41*55' 7' 329.49' 615,37, 629,32' S81*48'16 ca 5789.581 04*24'54' 22318' 446.03' 446.14' N26*W'04'W C3 100W 41*52'W 382W 7L4/' 73,09' S87*28'071W C4 lWW 47 44.12' 80.73' 63.10' N84*35'57*E C5 060.00' 9#4 73.97' 147419' 147.Sr S65*45'25'W C6 187-481, 14 23.91' 47.43' 47W S62*32'23W M 187,481 14*32'04' e3.91, 47,43" 47561 N62+32123,1t, I Mi 216.00' I 3-2VW 25.55' 74 N67+35'13T • r A ay CA 5 <ltl 0 Or kn CT -)I I'D DENTON. Doc: .000055661 05/22/2008. VIP: r000000Y 00388 Page I 0f 5 EASEMENT LINE TABLE t y .1 00001S� Sim Yiij t i K•1r�.� l —� INK t 1001 m- M- 101 �.yK l ���u, WR&ININNIN W X ' Y , REMINNIN MONNE 0� � i i 3����'K�.,:��1ilf.'�r 5�i►.1 i Qa..�1i1 K M,,w'.iJ some M-1 t,k 10 li CIT'r.'+�i�N�E•'r'�'''.�'.'•�i1�� ctTt:ANINNE a I I NE'�R,�I ME sJ F- EE' w�a�Af�tll�Yew�•,:�J1�11�FI41t.9,.,YL.[!.. �+�•.,+��w••' •ii�i'M'�� �. t CC t�j 144i� � ' ' �•►r €Z�rtsmolma '�MINIMUM � i•'.Z• i, 1ERN INE" �'� vi u�l mJ- INK 1 RKU-�-il��-� � �[:� �. EJ9000010'SL�Lr �W�-Nl.mml��`f! W-• a mlkz•.a1 01M 10��w�� KRLKG`I �L� �� ���w,:.;J.4.tt�i���_ w•�•'� tI"itFl��:��•x.Y IMNN= !�'a �NWI. ! ;} • # f ' «4 MATCHLINE (SHEET 1) MATCHLINE (SHEET 3) LEGEND 0 L LF. - IM ROD FOUND CM - CONTROWNG MONUMENT c-ost AO mu -'TRACT G' VNDE As zomc- 3084 t2 A0234A D COOK TR1A(DCFWSD#1F), 7.2$3ACIALL 308401 A1227A JS SHIPP$, TR 2A, ('vV31)1.7669AC/ALL; 308400 A1227A JB SHIPP$, TR 2A(CO & SCH), 1.7669/ALL; 309625 A1352A T WILSON, TR 15A(1), (CO & SCH), 32.6078AC/ALL; 309628 A1352A T WILSON, TR 15A(1), (W31) 32.6078ACIALL; 30623 A1352A T WILSON, TR 16A(1), (W31) 5.1347AC/ALL; 309621 A1352AT WILSON, TRI6A(1),(W31)5.1347CIALL; 309640 A1352A T WILSON, TR 156(1), 4.6059AC,(CO & SCH) /ALL; 309641 A1352A T WILSON, TR 158(1), 4.6059AC, (W31), 4.6059ACIALL; 307899 A1352AT WILSON, TR 16A;1.6147AC,(W31)tALL; 307901 A1352A T WILSON, TR 16A), 4.6147AC,(60 & SCH)IALL; 308255 A1352A T WILSON, TR 15A; (W31)1.5929ACIALL; 308254 A1352AT ILSON, TR 15A, (CO & SCH)1:5929ACIALL; 308411 A0234A D COOK, TR 1A(CO & SCH), PT ♦rx� � y a• ra ,x i I Is' ae"Imw- mm"no MATCHUNE (SHEET 4) ' t a.. • ' �..,u►a �Illl•IJlfi�, �y aa,.T�,• � 1011 iC.•:���.M-' 'LK.KL . ': YS IsEl- 1Z � �y m G"T '� ��'..�' Imo'•^+'y'F.,cc' ,;t•`i a a ,a • sa ♦ rs a c ♦•• a LOTSBLOCK8,9 54.6134ACRES INDUSTRIALZONING DESIGNATION: LIGHT BEING OUT OF WILSON SURVEY, ABSTRACT 1352, ABSTRACTT. DAVID COOK SURVEY, •..: J.B. SHIPP SURVEY, ABSTRACT 1227, DENTON COUNTY, TEXAS CAb r • # 7.5'x55' *47ER CASTLE HILLS PROPERTY COMPANY 'TRACT Fr (63.247 ACRES) CCF NO. 2006-153339. D.R.O.CJT: UNDESIGNATED ZONING PAGE 2 OF 5 ^s C7 C-11 T C O G car yJ C"J � tay M cr tU � � O `i CASTLE HILLS PROPERTY COMPANY "TRACT FJ" (63.247 ACRES) SEE DETAIL ON......:; DOC. NO. 2006-153339, SHEET 2 OF 3 i 15' UTILITY rrY FqAir D.R.D.C.T CASTLE HILLS PROPERTY COMPANY "TRACT G" (69.412 ACRES) DOC. NO. 2006-153339, D.R.D.C.T. UNDESIGNATED ZONING ..........D ZONING 24 ACCESS 15. 00, 1500 E 1052.68 Y ESMT S294'12"30" 112 1. R, S. C 148.77' t6l.4,5' 312.21' /I S29-12'301E 382.46* -S29*12'JO'E 202. 10' 652.99' 691 r4l S2-(rl2'JOT 185,62' LDINO LINE i2942,351E .30' > MDRGENC S29*12*30*E 273.52 194. 29.t2; 30 E 93'.16, 0 T94�O 24'ACCESS &-y 15' UDLITY ESMT EMERGENCY ESMT A ............. 15, W L WATER R ESMT T42 15UTILITY ESMT. T$?5 �-10W' WATER E5Mr t 1 1 N I 12.00' v LOT 9 L-1494 no If 1�00 3.6104 AC. F". 15' UTILITY ESMT a, "sw son 04 no O^A0 'A' C14 4ft 12**x25 WATER ESMT FAFT AC & T45 LAT 6, 21-40-CK -A-, EMERGENCY E5M �11/ LE TOI-A,,:�E CROSS-04' ADDITI; N, AS. L 0 T %Affl" T82 T46V O.JAW C. I ]€AE- ft� 80 7Cl/ A:Fsw GA 'A CIO, Th VMS 77 16' WATER ESMT. 10'XIO, 10**x4O* WA T5 R 30" ACCESS & r64 W47FR ESMT, r,00y,_ .lo- EMERGENCY ESMT r- -1 'N T50 1) 1- LU RTs3 1w d / . I� x00 FART. C-P T71� S29'123�-E 66.W' 778 1% L,--,- 6, BLOCK A, TV 6 jv S-29T-12501E 66759 771 5' UTILITY ESUT LLJ CAB. "Y", PG. '188, - z kt 0 0! Bctt 1:4.2 -9-3 UTIL ITY ESUT. _j T. I z 0 C3 R I * Z 5' UTILITY ESMT ' I, 11 Z 30' ACCESS 20' DRAINAGE ESMT-<___J�.1 EMERGENCY ESUT. (PUBLIC) 15, UTILITY' C14 112- 10x3.5' WATER ESMT. WATER ESMT•>-2&50* 'x25' A. T &T ESMT C48. -Y- PG. 388 'u P.R.D.C.T 0,11 S 29*12'J0' E 754 f 15' UTILITY ESMT tz. j L�T92 , I �A_ %k 26.66' T85 T_-5 T12 750� T9 tT Cw 112 .1.2 1 . -�CH Q . - =---f �2912'JO "'307 % 44,14' a I 101XI Tit 46.66' _--12'x6O` WATER' ESMT f_T24 26.47' WATER UTILITY T56 4.82" 15.07' 15, ,SANITARY ip 11 11_` SEWER ESMT T57 > 10,X50 ODI*4 729 WATER ESMT �I N 25' DRAINAGE ESMT. - I (PUBUC) 15' WATER ESMT T59 CAB. "Y", PG. 388 iil 15' U77L/TY ESMT r18 F76 P.R.D.C.T. 789 55'x3O' WATER EASEMENT 15' WATER ESMT r-4 0; N29�1230V 110,552' TO CITY OF LEWISVIUE CAB. `Y*, PG. -T25- _,30' DIMMAGE TI I I RF. 'GRASS ONLY' P.R.D.C.T. t429*12*30'W 344-91' __j SANITARY SEWER ESMT I I I CAB. 'Y, PG. 388 14-1 T23 I T22 P.R.D.C.T. TI$ / �L - - - - - - - - - - - I N2rl2'JO'W J6049' .72'_ 199. - -178.95' - - - - - - - - - - - - - - -X$ 4 - - - - - - =. ---== ---= . . .... -S29*12*130"PE 578.67* b, 15' WATER ESMT. CAB. "Y* (PU!UPC2 380 P.R.D.C.T. .30' DRAINAGE ESMT. (PRIVATE) CAB. "Y, PG. 388 30* ACCESS & P.R.D.C.T. EMERGENCY ESMT. CAS. *Y*, PG. 388 P.R.O.C.T. LOT 7, BLOCK W LEWISWLLE TOWNE CROSSING L.P. DOC. NO. 2007-13863 D.R.D.C.T BOUNDARY LINE TABLE-i M I 0=1 0 F OW v ro BOUNDARY CURVE TABLE =501 01- 112- I.R.F, ACCESS EMERGENCY CAB. 'Y". PG. M P.R.D.C.T. LEGEND I.R.F. - IRON ROD FOUND CM - CONTROLLING MONUMENT 0 - 1/2- IRON ROD SET DOC. NO. - DOCUMENT NUMBER M. PG. - CABINET PAGE D.R.D.C.T. - DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS ESMT. - EASEMENT OWNER VEYOR WEBERIINLAND AMERICAN LEWSVILLE TC LAWRENCE A CATES & ASSOC., LLP LIMITED PARTNERSHIP 14800 QUORUM DRIVE, SUITE 200 16000 DALLAS PARKWAY, SUITE JOO DALLAS, 7X 75254 DALLAS, TX 75248 CONTACT- MICHAEL L CL4RK, P.E. CONTACT- MARK DAVIS PHONE.- (972) 385-2272 PHONE: (972) 739-8400 FAX.• (972) 980-1627 FAX. (972) 739-8491 I.R.F. Cy 0 30' 60' 12 SCALE 1"=60' 15l UTILITY ESMT 15' WATER T9 50- S' BUILDIN IJNE -15' WATER ESMT. x 12 4�0 M-: . *y" PG. 388 282.30' P.R.D.C.T. S29-12'30-E 15' UTILITY ES 41A A T_ 15' WATER ESMT. CAB. -y-, PG. 388 ............... LINE TABLE LINE LENGTH BEARING T6 NOT USED T7 10.00, N29"12'30"W Ta 10.00' N29"12'30"W T9 1 /0. 00' N60 04 7'30"E TIO NOT USED T11 10.00' N29012'30"W T12 10.00, N2901230'W T13 10.00' N60*47'30"E T14 70.00' S29*1230-E T15 70.00' S29"1230"E 776 21.21' S29*1230"E T17 52.24' N74*12 30'W Tie 63.92 N29*12'30"W T19 31.02' N74-1230-W T20 67,71' N29'12'30'W T21 15.00' $6004730-W T22 15.00, N29*1230'W T23 105.52' N29*12'30"W T24 52.80' S28*4529"E T25 71.06' S28*4529"E T26 15.33' N73005'53E T27 138.49' N60*4730"E T26 153.61' N60*47'30"E T29 20.00' S29'1230"AE T30 15.91, N60*47'30"E T31 15.91, N60047'30"E T32 25.00' S73*0553"W T33 25.00' $16054'07-E T34 25.00' S16054'07"E r35 NOT USED T36 25.00' N73'05'53"E T37 122.51' S4604659"W T38 119.35' S46'46'59"W T39 14.85' S 0 '32'04 "E T40 12. 5/' SOO'32'04"E T41 20.61' S29*12'30"E T43 50.00' N60*47'30"E r44 10.00' S2.9*12'30"E T45 12.00' S29*12'30"E T46 12.00, S24"12'30"E T47 25.00' N60*4730"E T48 /0.00' S2.9*1230-E T49 40.00' N60*47"30"E T50 10.00- S29*1230"E LINE TABLE LINE LENGTH REARING T51 /0.00' S29*12'30'E T52 35.00' N6047-30-E T53 /0.00, S29*12'30"E T54 12.00' S29012'30"E T55 60.00' N60047'30'E T57 /0.00' N29*12'30"W_ T58 50.00' N60-47.30-E T59 /0.00, N2901230"W T60 33.90' N60047'30'E T61 6LO0, N29012'30"W 1-62 18. 90' N60"47'30"E T63 46.00' N29*1230'W T64 15.00, $29012'30"E_ T65 13.43' 61504730'W T66 15.00' N60"47'30"E T67 6.21' S29*12'30"E T68 13.43' S/5*47"30"W T69 36.08' S60-4730-W T70 3.50, S60*4730"E T71 20.00' N29*12'30"W T72 1,501 N60047'30"E T73 20.00' N2901230"W T74 20.00' N60*47'30"E T75 16.55' N60*47'30"E T76 33.47' S54*12'30'E T77 37.14' S54`12'30"E T76 9.84' 629*12'30"E T79 13.16, S29*12'30'E T80 43.50' S29 *12'30'E T81 15.00' N60*47'30"E T82 43.50' S29012'30"E T83 1,33' S60*47'30"W T84 5.00, N60*47'30'E T85 29.51' S290121301'r T86 3.67' N60*4730'E T87 15.00' N60*47'30"E T88 15.00' S60047'30'W T89 15. 6 0' N29;12'30-W T90 15.00' N60'47'30"E T9/ 44.50' S29*12'30"E_ T92 43.50' S29*12'30'E T93 33.04' S73*05'53"W T94 4.410' S29*1230"E 4.80' S29*12'30"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD C4 20.83' 20.00' 59'40'07- SOO-3734-W 19.90' C5 28.75' 20.37' 80'51'18- N78"2437-W 26.42' 06 20.83. 20.00' 59-40-07- S59-0234-E 1.9.90' C7 31.42' 20.00- 90-00'00- N15-47-30-E 28.28' CS 31.42' 20.00' 90*00'00" N74"12'30"W 28.28' C9 21.52' 20.00' 61-38'12- 601'036-36-W 20.49' C/o 39.27' 25.00' 90'00'00" N15*47-30"E 35.36' C/I 31.42' 20.00' 90'00'00- S74612'30"E 26.28' C12 31.42' 1 20.00' 90*00'00" $15147'30"W 28.28, C13 3t42' 20.00' 90000'00- S15-4730-W 28.28' 014 3t42' 20.00- .90600-00- S 74 '12'30"E 26.28' C15 62.83' 40.00' 90*0000" N74*12'30"W 56.57' C16 /2.9. 01' 100.00- 73-54,53" N07-44.56"E 120.24' C17 133.98' 124. 00' 61-54'20" NOI*44'40-E 127.55' CIS 81.20' 140.00' 33*1354" S16*04'53'W 80.07' C19 76-96' /00.00' 45.14*26" S22'05'09-W 76.92' C20 204.10' 696.02' 13#03'04- $84"52-54-W 203.66' C21 200.41' 916.02' 12032'07' -84*3726-W 200.01' CZZ /80.87' 590.00' 17*3352' S693426"W 180.16' C23 18700' 610.00' 1703352" S69*3426"W 186.27' C24 86.60' 12 6. 75' 39008'52' S13*07'24'W 84.93' C25 79.6 7' 141.75' 32-12'09- S16-3545-W 78.62' 026 62,64' 13725' 22*0331' N21040'04"E 52.51' C27 46.99' 122.25' 22*01'30" N21*41'06"E 46.71' C28 1 6 7.62' 143.15L[2703-48- NO3-2623-W 66.99' C29 1 58.96' 128.15- 1 26-1956- NO3-06'22-W 58,38'] V-9101 ZO-/ N.TS, -7 I ir e- C TEFL C-701 PAGE R OF 3 LEWISVILLE TOWNE CROSSING ADDITION 0 LOTS 6R M. 9jr BLOCK A 14-2193 ACRE ZONINO DEWOMATION: UGHT IMDUSMML Filed for Record in: BEING A REPLA T OF ALL OF LOT 6, BLOCK A OF Denton Counts LEWSME TOWME CROSSING ADDMOM on: Oct '27yNO8 at 11,10A T. WILSON SURVEY, ABSTRACT MO. 1552, DAWD COOK SURVEY, ARSM4CT As, a NO. 254 & J.B. SHIPP SURVEY, ABSTRACT MO. 1227 Lial DENWN COUNTY, TIs Document Huder, 1160)11 UGUST 19 20 129.00 FIA Amount CA I.R.D.C.T. Receipt Number - 532200 B�2 Jane Morris I— - -- 5�8„ I.R:F CM CASTLE HILLS PROPERTY COMPANY "TRACT F3" (63.247 ACRES) DOC NO. 2006-153339, D.R.D.C.T. / j) UNDESIGNATED ZONING 0I i T OF 7.5'x . ' WATER ESMT. �` CAB. 'Y". K. 388 POINT OF //��// //+� j j� P.R.D.C.T. 7.5'x45' WATER ESMT. 7.5'xW' WATER ESMT. • ►VMM lY�.r1I�V . ZV ACCESS & CAB. Y", PG. 388 7.5'x20' WATER ESMT. CAB. "Y". PG. 388 L♦i V/IYl IIYLi w7G / V EMERGENCY ESMT. P.R.D.C.T. CAB. 'Y, PG. 388 P.R.D.C.T.` ! CAB. "Y`. PG. 388 P.R.D.C.T. r7.74' 15' UPLITY ESMT. 1052.68 P.R.D.C.T. S249'12',301' 512 50' ,R.F f 2 i12.21' Wit 286.68' ri - b 15' BUILDING LINE S2S'r230 3ST 39' b F_ __.�,_..—_ _ — —_---__,_..._-- _-- __—___.�_._—� �N.9'f�3♦�Y3f768'o __ N29'1230'W 289.42' r 1 � N29'T2 J0V s21.70' b b 15' WATER ESMT. 1 15' WATER ESMT. 5 + CAB. "Y", PG. 388 CAB. "Y". PG. 388 1UTIL1TY ESMT. 1 S P.R.D.C.T. ( b� b b P.R.D.C.T. t b �05131�' b b 4�a 30' WATER & �} b �6�T Cr Nd SANITARYSEWERPG. MS ' � �j4S►Y'I v b b b 15' WATER ESMT. Cr N� r?a� P.R.D.C.T. b CAB. 'Y", PG. 388 36t. l b b RR.D.C.T. b b b wb 15' D(RAINAGE ESMT, �IVATE) LOT am b i TO DENTON CDtl�T EL CTRIC MT. R Q.. 3as 10.6089 AC. { b COOPERATIVE INSTRUMENT N0. 2006-131837 ` AL K Jt b b f LOT 5, BLOCK W 30' ACCESS & N !� E ACCESS M LEWISVILLE TOWNE CROSSING ADDITION ' b EMERGENCY ESMT. EMERGENCY ESMT. CAB. "Y PG, 388 CAB, }r ; PC. 388 GAB. "Y", PG. 388 ' _ ` b u r " 0-0—MO.. b P.R.D.C.T. P.R.D.0 T, P.R.D.C.T. *V[ =`.i . s ti.. st 1 .4.21 9�3 ACRES 20' DRAINAGE ESMT. 9 T C i b .� b CAB. "Y". PG. 388 N F b. L_ _ _ _ _.._ _ _�_ _ � ._....—. ____ ._._.. _ _.._ — ._.....—. _..._ — ®....._ ——...,....._... — ,.._ — _ _ — I i ( P.R.D.G.T, �!p ;� � P2 ' L_ ___—...�______ __ ___—_ b � I $� b b b 15' DRAINAGE ESMT. b b 388 15` WATER ESMT, _ _ 1O'x30' WATER ESMT. b b 15' WATER ESMT. (PRIVATE) CAB. "Y", PG. 388 CAB. "Y", PG. 388 CAB. i ", PG. 388 b CAB. P.R.D.C.T. P.R.D.C.T. b b b P.R.D.C.T. b � P.R.D.C.T. b 1 b 1 b b 30' ACCESS & b b 20' WATER LINE ESMT. EMERGENCY ESMT. b VOL 5082, PG. 822. {� k CAB. "Y". PG. 388 L_. (I SECTION 4t I W WATER ESMT, __I P.R.D,GT. [ CAB, "Y", PG. 388 15' DRAINAGE ESMT. zb j P.R.D.C.T. b I (PRNVATE) tab r tb 112," CAB. R.O.0 T. 388 b 10' WATER ESMT. I.R.F. CAB, .R. P.T 388 _ /�►Y b r 2 Pj b b , T. /1 F f • b 25 i3(PRIVATE)ESM y' 00. GAB. Y", PG. 388 / / 1t WATER ESMT. 014 P.R.D.C.T. f CAB. "Y", PG. 388 -90 140. P.R.D,CT. 15' DRAINAGE ESMT. CAB. "Y", PG, 388 P.R.D.C.T. LR SANITARY SEWER ESMT F. 27' ACCESS dt CAB. "Y". PG. 388 f I P.R.D.C.T. f ,% EMERGENCY ESMT. 30' 30' WATER & b CAB. "Y", PG. 388 % �t / SANITARY SEWER ESMT. 30' ACCESS & 15' UTILI �' ESMT. b , P.R.D.C.T. 15' WATER ESMT. \/ CAB. "Y", PG. 388 EMERGENCY ESMT. b b CAB.P.R.D.C.T. 388 b P.R.D.C.T. CAB. "Y", PG, 388 x� �*/�'� p' '�` P.R.D.C.T. 15' WATER ESMT. 112" b ; ♦�r7V G •f ♦ fi/2" 3O' DRAINAGE ESMT. N29'0857W 'P.R.D.CT. GAB. "YY". PG. 388 177.03' f.RF LRF _ _ (PRIVATE) N27'4832'W r99.95' �f' , 1 S T b ) R~ I N29'08571W 175.83' t F.N27�f6 329Y 19995' "T" ,__ . .2. ° 1.2'30"F 551. '-- - 27046 $ 3" E 200* tit '_- 30' DRAINAGE ESMT. —30' ACCESS & (PRIVATE) EMERGENCY ESMT. 35' WATER & i CAB. "Y", PG. 388 15' PRIVADRAINAGE ESMT. F (PRIVATE) CITY OFQ¢'�� THE COLONY `�cp� "W" Oq LEWISVILLE EXTRA TERRITORIAL JURISDICTIONN sl TOWN OF _ HEBRON ca s! LEGEND XS — "X" SET LR.F. —IRON ROD FOUND CM — CONTROLLING MONUMENT I.R.S. — IRON ROD SET DOC. NO. — DOCUMENT NUMBER CAB. PG. — CABINET PAGE D.R.D.C.T. — DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. — PLAT RECORDS DENTON COUNTY TEXAS ESMT. -- EASEMENT LOT ACREAGE 6R 10.6089 9 3.6104 TOTAL 14.2193 CAB. "Y% PG. 388 SANITARY P.R.D.C.T. P.R.D.C.T. SEWER ESMT. CAB. "Y". PG. 388 REP" T CAB, Y", PG. 388 P.R.D.C.T. P.R.D.C.T. 35' DRAINAGE ESMT. (PRIVATE) CAB. "Y", PG. 388 P.R.D.C.T. BOUNDARY•: �©mu LOT J, BLOCK LEWISVILLE ♦CROSSING L.P. DOC. NO. f♦ :. BOUNDARY TABLE re a� t• � LOT 7, BLOCK 'A' LEWISVILLE TOWNE CROSSING L.P. DOC. NO. 2007 13863 D.R.D.C.T. OWNER WESER,�`INLAND AMERICAN LEWISVILLE TO LIMITED PARTNERSHIP 16000 DALLAS PARKWAY, SUITE 300 DALLAS, TX 75248 CONTACT MARK DAVIS PHONE (972) 739-8400 FAX: (972) 739-64,91 ENCINEERISURVEYOR LAWRENCE A. CATES & ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT- MICHAEL L CLARK, I? E. PHONE (972) 365-2272 FAX: (972) 980-1627 VICINITY MAP 1"=1000' NOTES: I. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y, PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LILTS ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE. 3. THIS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PRIVATE" ARE FOR THE BENEFIT OF AND USE BY THE OWNERS OF LOT 6R AND LOT 9, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 7. VARIANCE: PUBLIC WATER LINES ARE NOT REQUIRED TO BE WITHIN "GRASS ONLY" AREAS. 8. THIS PROPERTY WILL BE SERVED BY CITY OF LEWISVILLE WATER. DEVELOPER WILL PROVIDE MASTER WATER METERS PER CITY OF LEWISVILLE DETAILS AND PER WATER AGREEMENT DATED JANUARY 28, 2008. ALL WATER LINES AND METERS ON THE INSIDE OF THE MASTER METERS ARE PROPERTY OF THE FRESH WATER DISTRICT. FLOOD NOTE ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — FEDERAL INSURANCE ADMINISTRATION — NATIONAL FLOOD INSURANCE PROGRAM — FLOOD INSURANCE RATE MAP — F.I.R.M. — FOR DENTON COUNTY, TEXAS — COMMUNITY PANEL NO. 48121 CO559 E, EFFECTIVE DATE APRIL 2, 1997: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100—YEAR FLOOD. LEWIS VILj�,,/�"�''f'TOWNE CROSSING ADDITION LOTS l S 6 /Rj� �]/ /yam +*yam 9 /}+_�//B(�JjL.�.#✓ V/� 14M,MFr l VV ACRES ZONING DESIGNATION: ,UCFIT INDUSTRIAL BEING A REPLAT OF ALL OF LOT 6, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION T. WILSON SURVEY, ABSTRACT NO. 1552, DAWD COOK SURVEY, ABSTRACT NO. 254 & J.B. SHIPP SURVEY, ABSTRACT NO. t227 DEMON COUNTY, TEXAS AUGUST I 2t?Ot3 FILED - CAB. PG. .D.C,T PAGE I OF 3 1 Filed for Record in: Denton counts Oft: Oct 27t2008 at 11="10A Its o plat DOcuffient I.1umber: 116001 Amount 129.00 Receipt hummer — 532201:1 '3i i 2' 2 25v L3 STATE OF TEXAS COUNTY OF DENTON WHEREAS, WEBER/INLAND AMERICAN LEWiSVILLE TC LIMITED PARTNERSHIP, iS THE OWNER OF ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATED IN THE T. WILSON SURVEY, ABSTRACT NO. 1352, THE J. S. SHIPP SURVEY, ABSTRACT NO. 1227, AND THE DAViD COOK SURVEY, ABSTRACT NO. 234, DENTON COUNTY, TEXAS, BEING ALL OF LOT 6, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE C17Y OF LEWISVILLE, RECORDED IN CABINET 'Y', PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS AND BEING PART OF A TRACT OF LAND DESCRIBED IN A DEED TO LEWiSVILLE TOWNE CROSSING, L.P., AS RECORDED IN DOCUMENT NO. 2007-13863, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD FOUND IN THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 121, (VARIABLE WIDTH RIGHT-OF-WAY) AND AT THE NORTHERLY CORNER OF A CALLED 63.247 ACRES OF LAND (TRACT F3) CONVEYED TO CASTLE HILLS PROPERTY COMPANY, AS RECORDED IN COUNTY CLERKS FILE NUMBER 2006-153339, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS; SAID ROD BEING THE NORTHEAST CORNER OF SAID LOT 5 AND SAiD L.EWISViLLE TOWNE CROSSING ADDITION; THENCE SOUTH 29" 12' 30' EAST AND DEPARTING SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121, FOR A DISTANCE OF 512.50 FEET TO A 1/2" IRON ROD FOUND FOR CORNER IN THE WEST LINE OF SAID (TRACT F3), SAID ROD BEING THE COMMON CORNER OF SAID LOT 5 AND LOT 6 OF SAID LEWISVILLE TOWNE CROSSING ADDITION. SAID ROD ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 2W 12' 30" EAST, ALONG THE EAST LINE OF SAiD LOT 6. FOR A DISTANCE OF 1052.68 FEET TO A 5/8" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE COMMON CORNER OF A CALLED $6.412 ACRES OF LAND (TRACT G) CONVEYED TO SAID CASTLE HILLS PROPERTY COMPANY TRACT AND THE SOUTHEAST CORNER OF SAiD LOT 6. SAME CORNER ALSO BEING IN THE NORTH RIGHT-OF-WAY LINE OF WINOHAVEN PARKWAY (VARIABLE WIDTH RIGHT OF WAY) THENCE ALONG THE COMMON LINE OF SAID LOT 6 AND SAID NORTH RIGHT-OF-WAY LINE OF WINDHAVEN PARKWAY THESE FOUR COURSES AND DISTANCES: STARTING AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 860.00 FEET, A CENTRAL ANGLE OF 327 05' 42" AND A CHORD BEARING SOUTH 86' 4-Y 14" WEST AT CHORD DISTANCE OF 475.47 FEET; SOUTHWESTERLY ALONG SAID CURVE TO THE LEFT FOR AN ARC DISTANCE OF 481.74 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; SOUTH 73' 05' 53" WEST, FOR A DISTANCE OF 113.18 FEET TO A 5f8" IRON ROD FOUND FOR CORNER; SOUTH 61' 14' 31" WEST FOR A DISTANCE OF 101.43 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; SOUTH 36' 31' 10" WEST FOR A DISTANCE OF 29.39 FEET TO A 1/2" IRON ROD FOUND FOR CORNER. SAID ROD BEING THE COMMON CORNER OF SAID LOT 6 AND LOT 7 OF SAID LEWISVILLE TOWNE CROSSING ADDITION; THENCE ALONG THE COMMON LINE OF SAID LOTS 6 AND 7 THESE THREE COURSES AND DISTANCES: NORTH 2T 12' 30" WEST, FOR A DISTANCE OF 578.67 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; NORTH 27 46' 33" WEST, FOR A DISTANCE OF 200.00 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; NORTH 29' 12' 30" WEST. FOR A DISTANCE OF 551.68 FEET TO A 1/2"IRON ROD FOUND FOR CORNER IN SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121; THENCE NORTH 4T 41' 25" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121, FOR A DISTANCE OF 26.16 FEET TO A 1 /2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE COMMON CORNER OF SAID LOTS 6 AND 5; THENCE ALONG THE COMMON LINE OF SAID LOTS 6 AND 5 THESE FIVE COURSES AND DISTANCES: SOUTH 29' 12' 30" EAST FOR A DISTANCE OF 357.71 FEET TO A 1/2' IRON ROD FOUND FOR CORNER, SAID ROD BEING THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 41` 52' 33" AND A CHORD BEARING NORTH 87" 28' 07" EAST AT A CHORD DISTANCE OF 71.47 FEET; NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT. FOR AN ARC DISTANCE OF 73.09 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; SOUTH 71' 35' 36" EAST AND FOR A DISTANCE OF 113.25 FEET 1/2"IRON ROD FOUND FOR CORNER, SAID ROD BEING THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100,00 FEET, A CENTRAL ANGLE OF 47' 36' 54" AND A CHORD BEARING NORTH 84" 35' 57" EAST AT CHORD DISTANCE OF 80.73 FEET; NORTHEASTERLY ALONG SAID CURVE TO THE LEFT, FOR AN ARC DISTANCE OF 83.10 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; NORTH 60' 47' 30" EAST FOR A DISTANCE OF 422.33 FEET TO THE POINT OF BEGINNING AND CONTAINING 14.2193 ACRES OF LAND, MORE OR LESS. NOW THEREFORE, KNOWN ALL MEN 13Y THESE PRESENTS: THAT WEBER/INLAND AMERICAN LEMSVILLE TC LIMITED PARTNERSHIP. THROUGH THE UNDERSIGNED AUTHORITIES. DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEWISVILLE TOWNE CROSSING, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWiSVILLE, DENTON COUNTY, TEXAS, AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON DEDICATED TO THE CITY OF LEWISVILLE, AND DO HEREBY DEDICATE THE ESMT. STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF THE CITY OF LEWISVILLE ETJ. THE CITY OF LEWISVILLE OR DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1A AS INDICATED ON THE PLAT AND ALL. PUBLIC UTILITIES DESIRING TO USE OR USING SAME, WITH THE EXCEPTION OF ANY USERS FOR TELECOMMUNICATION, CABLE TELEVISION, OR ANY OTHER COMMUNICAnON USES, THESE EXCEPTED USES BEING RESERVED UNTO CASTLE HILLS DEVELOPMENT CORPORATION OR ITS FUTURE GRANTEE OR ASSIGNEE. NO BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE ESMT. STRIPS ON SAID PLAT. THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN ESMT. HAS BEEN DEDICATED SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES. SHRUBS, SIGNS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE ESMT. STRIPS, AND THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN ESMT. HAS BEEN DEDICATED SHALL AT ALL TIME HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SIDE ESMT. STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. A BLANKET ESMT. OF A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL FIRE HYDRANTS AND A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL OTHER APPURTENANCES (FIRE HYDRANT VALVES, WATER METERS, METER BOXES, STREET LIGHTS) IS HEREBY GRANTED TO THE CITY OF LEWISVILLE FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING AND MAINTAINING THE ABOVE NAMED APPURTENANCES. WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT. HOWEVER, NOTHING iN THIS CERTIFICATE OF DEDICATION SHALL BE DEEMED TO HAVE DEDICATED OR GRANTED AN ESMT. OR RIGHT TO ANY PUBLIC OR PRIVATE ENTITY FOR TELECOMMUNICATION, CABLE TELEVISION OR OTHER COMMUNICATION USE ALL LOTS IN THE SUBDIVISION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING SETBACK LINES SHOWN ON THE PLAT. I9 i BY: WEBER LEWISVILLE GP. INC. A TEXAS CORPORATION. IT'S SOLE GENERAL PARTNEI w E STATE OF TEXAS COUNTY OF DALLAS �R �fE� .THE��UypE RSIGNED AUTHORITY° ON THIS DAY PERSONALLY APPEARED Q� _ KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED? THE SAME AS THE ACT OF WEBER LEWISOLLE GP INC., A TEXAS CORPORATION; AS THE SOLE GENERAL PARTNER OF WEBERfINLAND AMERICAN LEWSLWLLE TC LIMITED PARTNERSHIP, A TEXAS UA7IWD PARTNERSHIP AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH UMITED UABIUTY COMPANY ON BEHALF OF SUCH UMITED PARTNERSHIP AND FOR THE PURPOSES AND CONSIDER477ON THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS R 1 -, . „ 6 qY P , 1+ p WESTON ' : * : ! Notary Poblio, Sia1e 01 Texas PUBLIC IN AND FOR THE STATE OFT 'renNti`Q_.'D LIIPHMTrNili- KPITe$ 03'26-10 i, LAWRENCE A. CATES, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS. DO HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL. SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN COMMISSION OF THE CITY OF LEWiSViLLE, TEXAS. LAWRENCE A. CATES, P.E., R.P.L.S. REGISTERED PROFESSIONAL LAND SURVEYOR NO. 3717 NOTARY STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY AP ED LAWRENCE A. CATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IR.THE CAPACITY THEREIN STATED. l Vhh GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF Otk (�W 2008. ��� .�,•"'r'""•,• MAGLORY E. BARNES *! r� NOTARY PUBLIC)IN AND FOR THE STATE OF TEXAS t7CPIRATI N � r°� '• �'. Notary Public, State of Texas My Commission Expires June 26, 2011 . L.$"2 i ' 2 2 t 2 l 2'1 COMPASS BANK, AN ALABAMA STATE BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISViI I F TOWNE CROSSING AND (0) ITS AGREEMENT THAT SUCH DIED OF TRUST LIENS AND ALL. OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. COMPASS BANK, BAMA STATE BANK (A) GENERAL PROVISIONS - ALLOW A 15ESMT. ON ONE SIDE OF A WATER COURSE. DRAIN WAY, CHANNEL OR STREAM. (8) WATER AND SANITARY SEWER LINE ESMT:S - A 10 FOOT SET -BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET -BACK REQUIREMENT FROM A NON - PRESSURIZED UTILITY LINE ESMT. SHALL NOT BE REQUIRED. (0) STORM DRAINAGE ESMT.S - A STREET $HALL BE CONSIDERED AN ESMT. ADJACENT TO AN OPEN STORM DRAINAGEWAY. FIGURE 6 - CONTROL OF ACCESS LIMITATION TO B£ THE PERSON AND OFFICER WHOSE THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF FIGURE 7 - STREET DESIGN CRITERIA COMPASS BANK, AN ALAeAMA STATE BANK, AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR RESIDENTIAL STREET, 2 LANE, 3i' (B-B): THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. AND IN THE CAPACITY THEREIN STATED. ADD MAX. DEGREE OF CURVATURE OF 40 DEGREES / 200' g'D ALLOW INTERSECTION CURB RADIUS OF 20' GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF Od2008. RESIDENTIAL STREET, 2 LANE, 37' (B-B): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES f 300' i7, <- ED WENDI BROOKS ALLOW INTERSECTION CURB RADIUS OF 20' DIARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATION Notary Public DRAINAGE: A 15' WIDE MAINTENANCE ESMT. ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WIDE ESMT. ALONG ONE SIDE STATE OF TEXAS WILL NOT BE REQUIRED ON A GOLF COURSE. My Comm. Exp. February 17, 2010 DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. EACH OF THE OWNERS RESERVES UNTO ITSELF THE RIGHT TO UTILIZE THE EASEMENT AREAS DEDICATED BY IT HEREON FOR PURPOSES WHICH DO NOT CONFLICT WITH THE APPLICABLE EASEMENT DEDICATED HEREON (A) METER REQUIREMENTS - ELECTRONIC REMOTE READ METER WILL. BE ALLOWED CY THE CITY OF LEWISViLLE INCLUDING, WITHOUT LIMITATION, THE RIGHT TO USE SUCH EASEMENT AREAS FOR PAVING, CURBING AND LANDSCAPING; PROVIDED, HOWEVER, THE UNDERSIGNED OWNERS SHALL NOT, WITHOUT THE PRIOR WRITTEN FIGURE 24 - UTILITIES PLAN WITHIN STREET R.O.W. CONSENT OF THE EASEMENT HOLDER, HAVE ANY RIGHT TO CONSTRUCT OR MAINTAIN A BUILDING WITHIN ANY UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. SUCH EASEMENT AREA. VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 ILL PLAN SUBMITTAL AND APPROVAL PROCEDURES: FOR THE BRIGHT RANCH DEVELOPMENT, THE FOLLOWING PUBLIC PARK CRITERIA WiLL BE ACCEPTABLE: (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SiTE DEVELOPMENT STANDARDS. (8) PARKS LOCATED IN THE 100 YEAR FLOOD PLAIN. (0) PARKS THAT CONTAIN LAKES. CREEKS OR WATER DRAINAGE COURSES THAT MAY NOT CONFORM TO CiTY ENGINEERING STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. (D) PARKS THAT ARE LESS THAN ONE ACRE. (E) PARKS HAVING UNUSUAL TOPOGRAPHY OR SLOPES. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONSTRUCTION PERMITS WILL NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES. BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS - STREETS MAY INTERSECT AT LESS THAN 90 DEGREES iF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED IN THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. (B) SIDEWALKS - SIDEWALKS WILL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS iN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME NOTARY STATE OF TEXAS COUNTY OF DALLAS 3. LOTS: SIDE LINES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. ESMT.S: VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS ALL VARIANCES (IF ANY) FROM THE GENERAL DEVELOPMENT ORDINANCE APPROVED BY CITY COUNCIL "� --/, /K"� ,cif ROD SELL, C MAN DATE PLANNING AND ZONING COMMISSION CITY OF L.EWISViLLE, TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF LEW6VLL& TEXAS, HEREBY CERTIFIES THAT THE FOREGOING nNAL PLAT OF LEWISWUE TOWNE CROSSING ADDITION, TO THiE CiTY OF LEWISWLLE WAS SUBMITTED TO THE APPROPRIATE PLANNING AND ZONING COMMISSION OR CITY COUNCIL AS REQUIRED BY THE ORDINANCES OF THE CITY OF LEWISVILLE ON THE DAY OF _ 2008 AND SUCH BODY BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICA770N OF STREETS, ALLEYS, PARKS, ESMT.S, PUBLIC PLACES AND WATER AND SEWER LINES. AS SHOWN AND SET FORTH IN AND UPON SAID PLAT, AND SAID BODY FURTHER AUTHORIZED AND ACCEPTED THEREOF BY SIGNING AS HEREINA60VE SUBSCRIBED IN ACITY STATED. BY LEAN T IS DAY OF - 2008. CITY OF LEWISVILLE. TEXAS REPL.A T LEWISVILLE TOWNS CROSSING ADDITION PAcE 3 OF 3 LO I * On 9, X LOCOAK A 14.21.1914.5 ACRES ZONING DESIGNATION: UGHT IMDUST'RML Filed for Record in: BEING A REPLAT OF ALL OF LOT 6, BLOCK A OF Denton C ouat + LE'WISWLLE TOWNE CROSSING AMMON on: Oct 21I Y2008 at 11:10r' T. WILSON SURVEY, ABSTRACT NO. 1552, DAWD COOK SURVEY, ABSTRACT As a OWNER FNGrNEER/SURve € R NO. 234 & J.B. SHIPP SURVEY, ABSTRACT NO. 12127 plot WEBERIINLAND AMERiCAN LEWISWLLE TC LAWRENCE A CATES & ASSOC., LLP DENTON COUNTY TEKAS LIMITED PARTNERSHIP 14800 QUORUM ORIVF SUITE 200 ' Document Humbert 1.1.6001. 16000 DALLAS PARKWAY, SUITE 300 DALLAS, TX 75254 UGUST 008 DALLAS, TX 75248 CONTACT- MICHAEL L. CLA K, �.�,���' rTrmun t 129.00 CONTACT. MARK DAWS PHONE. (972) 385-2272 PHONE (972) 739-8400 fAX (972) 980-1627 CAB; , Pa?" , .Li,0.T. Receipt HLllr;ber - 32200 FAX (972) 739-8491 Bg: Jane Horris 15* INAM EASa*W ro My OF LE01SVILLE (AR"To 20' DAMONGE ESIff. I III MATCHLINE SHEET 1 ew. SAWAW SEWM &.wwevr M Mt T102 71 W-5- t r Tol Tio-0 r— — — — — — 24' t Eum 0-0"70 M' PAM? & SAWA" 11' �6 7 Ll- R 0 cm T (25 w 3 TW 0 0 -V' ACCESS LL- avzovwy Esur. m r A EMSWeff eq 10 c2i saw? Msalw ACOM -xvwCowl, 1;7&pw=n 0 1 1 1 1 . &Mwaff afificDocy aw. T47 TO EAS&MOff 21 r EAR AA* WAMV & 11 141 SAMTAW SOMM EW. kal d I 24'ACCM & is, mmt F CASSMOW 12 ol 3e 9 1 -- . - I.R.F. -J 1071WW 4 C-1 f -1 e-"!-Rl I 5.Wl U' 40 cm I.R.F. RIGH T- OF- WA Y fi DEDICA TION 7*0 CHY OF "SWUE 0,0459 AC. i5 Xis' /1215 15. XAIt� &W. CIENTERUNE ID ti M Aj mCHLI Sff&T MATCHLINE (SHEET 30'ACCESS BLOCK 'A a0ERCENCY EWE 15' WOITM MSSWEW T36 — — — — — — — —1 — — — —T3" to, WER C29 &saeff TIM C28 -(104 7364 C20 T108 C19 a, — 30* ACCESS At 89W0900Y EW. et LOT 7 0 30' 60' 120' SCALE, 1'=60' LEGEND 0 I.R.F. -IRON ROD FOU14D T6 cm - coffmoww MONUMM w JO' ACCESS & JO'ACCESS 15' N07ER ESAM DAMDWY EWE EMD?GVVCY ESIOT. z 7114 T116 T117 3: 7253 fi 7m 7.51 — 4 T— ouw— 56w 15W 25' BUILDING Ut4E---,, P-! N —!j— -- - — WEER 25' D1640010E EWT OVXX) 55'X15' 111017M le- EASEWW 257." --,1 rim 609.65, EMEMW S W50*280 W 1055.54 llkffl 141M A lof]M A WW A %I minim ft (120 FOOT RIGHT—OF—WAY) FINAL PLAT CASTIE HIIIS PROPMTY COMPANY O-MACT Cr LEWISVNJLE TOWM CROSSNO ADDITION C.C.F. NO. 2006-153339, ORAC.T. UNDES"ATIM ZONING LOTS ImOlp BLOCK A 54.6134 ACRES ZONING DESIGNATION*. LIGHT INDUSTRIAL BEING OUT OF THE T, WILSON SURVEY, ABSTRACT 1352, DAVID COOK SURVEY, ABSTRACT 234 & J.B,. SHIIPP.,SURVEY,, ABSTRACT 1227,, DENTON COUNTY, TEXAS 04W APRIL 8, 2008 FILE& DENTON. Doc: .000055661 05/22/2008. VIP: -000000Y 00388 Pnrtck *1 ^f A 25' Dl7 wrx ��- EW. {PRNA70 F _ 7376 ✓f 1 07 f� IP Z,5 112.5 t""r► .4 25 �E j s o s i MATCHLINE (SHEET 2) CASTLE HILLS PROPERTY COMPANY TRACT 173' (63.2247 ACRES) CCF NO. 2006-153339, D.R.D.C.T. UN©ESIGNATED ZONING CASTLE HILLS PROPERTY COMPANY "TRACT G" (86.412 ACRES) CCF NO. 2006-153339. D.R.D.C.T. UNOESIGNATED ZONING EASEMENT CURVE TABLE CURVE RADIUS DELTA TANGENT CHORD LENGTH BEARING C9 27400' tr47`D1' 3312' 65.76' 65,92' S53'53`59'W CIO 25CW 10.322V 23.06' 4592' 45.98' N52.16'39'E C11 250.00' 13*47`Ol' 30.22' 60.00' 60.14' S53.53 59'W C12 25A7' 67'15'08' 1647' 27.77' 29.43' S68'27'08'E C13 1KOW 14'40'18' 12.88' 2556' 2543' N41.3W38`W C14 100,04' 19.46'0a' 17.43' 34.34' 34.51' S39.05'45E C15 35W 58'59'S8' 19.80' 34.4V 36,04' NW42'31'W C16 25,00' 57.13'58' 13.64' 23.95' 24,97' N29*IW47'W C17 2011, 91'02156' 20.49' 28,71' 3L96' N70'12'38'W C18 330,00' 5.3641' 1647' 32.31' 32.32' N66'56`26`E C19 297.00 8'57'16' 2326' 46.37' 46.42' S65.16'08'W C201 297.W 7'34'12' 19.651 3921' 3924' S57.00'24'W C21 8w w 7'34'12' 52.93' 105.62' 105.70' N57'W24'E C22 20.00' 95'31'09' 22.03' 29.61' 33.34' N76'58.04'W C23 20,W 87'25'02' 1912' 27.6W 30,51' S14'3O'Ol'W C24 20.00' WOO'00' 20w 282W 3L42' S74'1V3VE C25 2UO' 82'25'48' 17W 26.W 28.77' N12'00'24E C26 20,E10' 97.34'12' 22.83' 3049' 34.06' S77'5936E CP-71 3OW 98'57'17' 3510' 45.61' 51.8V N20'16'08'E C281 327.00` 8`571L 25.60' 5145' ' 5140' S65`161081W C29 327.00' 7.34'12' 2143' 43A7' 432W S57'00'24W C30 772.21' 7'51'02' S2.99' 105,72` 105 81' N57'09'09'E C31 20", 90`00`00' 20.00' 2828' 31.42' N74.12'30W C32 20.00' 9O wov 20.00' 2a28' 31.4V S15'4713VV C33 3OA0' 90.00`00' 30.04' 42.43' 47.12' S15`4713VV C34 30.00' 90.w00' 30.00' 42.43' 474e N74'12.3VV C35 20A0' 83' ww' 17.75' 26,55' 29.04' S70.4759E C36 20w 90'0 ov 2ow 28.2W 3L42' N74'12 W W C37 Mw 9m,00' 20.00' 282W 3L42' S15.47'30'W C38 20.w 90'00'00' ZOA0` 2828' 3L42' N15'47'3VE C39 20.00' 90'00'00' 20tMi' 2828' 3L42' N74.12'30W C40 1985.00' 2-51154' 49.64' 99.2T 99.26' S27*461331E C41 201MW 2'51'54' 50.39` 100.75' 100.76' S27'461331E C42 2015:00' 2'51.5V S0,39` IM751 IM76' N27'46`37W C43 1985.{)<i' 2.51'54' 49.64' 992T 9926' N27'46133W C44 10.00' 45'OWW 4AW 7AW 7:88' N55'01'10'E C45 20.00' 61'39`37' 11.94' 20.5W 2L5Z' N01'3719'E C46 20A0' 76'30'47' 15.77' 24.77' 26.71' S64'09`24E C47 20,00, 90.00'00' 20.00' 282W 31.42' S15.47'30'W C48 20A0' 90.00'04' 20.00' 282W 31.42' S74'12'3VE C49 20A0' 90'00'w 20,00' 282V 3L42' N15.471301E C50 20m' 90100'00' 20:00' 2828' 3L42' N15'4730'E C51 20 00' 9O.W00' 20,00' 2828' 31.42` S74.12'3VE C52 20100' 90*w00' 20.w 28.28' 31.42' S15.47'301W C531 20.00' 81'28'49' 1723' 26" 28.44' N11.31'551E C54 20.00' 81'28'49' 17.2T 2"r 28,44' Slr31`55'W C55 115.00' 42'48138' 45.08' 83.94' 85.9W N30.52'01'E C56 115.01Y 42'48131r 45.OW 83,94' 85,93' S30`52.01'W C57 20:00' 107'55'13' 27.49' 32.34' 37.67' N83.2(Y06'W C58 85W 33`2435' 25.51' 48.87' 49.56' S26'10'OVW C59 20.00' 107`5513' 27.49' 32.341 ' 37.67' S83'10'061E C60 85,00' 332W35' 2551' 48.87' 4956` N26'10'00'E C61 20.W 90'00'00' 20,00' 282W 31.42' N15.47'3VE C62 20.00' 90.00 W 20.00' 2828' 31.42' N74'I2'3VV C63 LIM, ' 9m'00' ZOW 28281 3L421 N15'47130'E C64 20,W 81'2W4V 1723' 26.11' 2&44' S69'5W55'E C65 135,00' 48.28'07' 60.77' 110.83' 11420' SO4'58'27'E C66 115,00, 90'00100' 115A0' 162.63' ISM64' S15.4713VW C67 135.00' 34'20'26' 4L71' 79.71' 80.91' S43`371171W C68 5804.58' 4'24'38' 223.52' 446.71' 44CW N26'55'12'W C69 120.00' 18*041" 192T 37.70' 37.86' N20.101141W C70 101W 21'51'33' 1%31' 37.92' . 3815' N18.16'43W C71 85.00' 45'55`46 36.02 66.33' 68.14' N85'26'M'W C72 20.00' 107'55'13' 27.49' 32.34' 37.67' S24145'061W C73 SMOG' 47'3654' 37, 68.62' 7U4' S84'35'57E C74 115. 39.05 43' 40.83 76.96' 78.47' S88'51'321W C75 30,00' W05'03' 29,01' 4L71` 46.12' S14'50'OI'W C76 35,00' 90.00'00' 35.f1a' 49.5W 54.98' N15'47.30'E C77 40.001 90100'00' 40.00' 56,57' 62.83' S15"4730" W C78 20A0' 60'00`00' IL55' 20.00 20.94' SOO'47'3VW C79 30.00' 90'WW 30.00' 42.43' 473V N74*IV30'W C80 30.00' 90.00 w 30:00' 42,43' 47.12` N15'4713VE Cal 20w 60'DD'00' =55' 20.00' EM94' S5912'30'E Coe 20A0' 90'00'00' 2OW 282W 3L42' S74'12'30'E C83 aw 90'W00' 20,00' 282W 3L42' N15.47"JVE C84 600.00' 8'28'24' 44.45' 88AT 88.73' S24'S8'18'E C85 30.00, 81`31136' : 25.86' 39,18' 42.691 S2VM'421W C86 2OA0' 90'00100' MOO' 282W 31.42' N74*lV3VW C87 115 00' 47.32'00' SO,64' 9249' 95 4i' N84'38124E C861 30.00' I 88-W27-1 29,Wj 4L71' : 46,12' : S73'15'14'E C891 226.00` 5'25'42' 1 10.71' 21.40'1 21.41' N49'43201E FINAL PLAT LEWISVILLE TOWNE CROSSING ADDITION # LOTS BLOCK 54.6134 ACRES ZONING DESIGNATION: INDUSTRIAL BEING OUT OF SURVEY,T. WILSON • r r r ACT 1352 DAVID COOK SURVEY, ABSTRACT r s SURVEY, ABSTRACT DENTON COUNTY, A.A&YAPR& i 2008 1(i f t 0 1 Filed for Record in; Denton GountH on: din- 22r20118 at 10:10A As o U4t Document Number: 55661 Amount 215.00 Receipt Number - 488291 Hi€cxrie Dunn OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS, CIMARRON LEWISVILLE TC, L.P., CASTLE HILLS PROPERTY COMPANY, TARGET CORPORATION, end WEBER/INLAND AMERICAN L.£WISVILLE TC LIMITED PARTNERSHIP, are the owners of all that certain lot, tract or parcel of land situated in the T. Wilson Survey, Abstract No. 1352, the J. B, Shipp Survey, Abstract No. 1227, and the David Cook Survey, Abstract No. 234, Denton County, Texas, and being all of a tract of land described in a deed to CIMARRON "SViLLE TC, LP., as recorded in Document No. 2007-13864, of the Deed Records of Denton County, Texas, and being oil of a tract of land described in a deed to CASTLE HiLLS PROPERTY COMPANY, as recorded In Document No. 2006-153339, of the Deed Records of Denton County, Texas, and also being all of a tract of land described in a deed to LEWISVIU.E TOWNE CROSSING, LP., as recorded in Document No, 2007-13863, of the Dead Records of Denton County, Texas, and being more particulody described by metes and bounds (is follows: BEGINNING at a 5/8 inch iron rod with red cap found at the South end of a comer clip for the intersection of the South line of State Highway 121 with the East line of Josey Lane (120 right-of-way); THENCE North IF 11' 4e East along said comer clip for a distance of 130,91 feet to a 5/IT' iron rod with red cap found for comer in the South right-of-way line of said State Highway No. 121 as established by a 26,375 acre right of way deed recorded in Volume 3362 at Page 253 of the Deed Records of Denton County, Texas; THENCE North 69 50' 2Er East along the South right-of-way line of said State Highway No. 121 for a distance of 441.35 feet to a 5/B' iron rod with red cap found for comer, THENCE North 55' 16' 21' East and continuing along the South right-of-way line of said State Highway No. 121 for a distance of 474.68 feet to a 5187 iron rod with red cap found for comer, THENCE North 58' 06' V East and continuing along the South right-of-way line of said State Highway No. 121 for a distance of 274.42 feet 5/8! iron rod with red cap found for corner, THENCE North 60 47' 3LY East and continuing along the South right-of-way line of said State Highway No. 121 for a distance of 498.52 feet to a 5/8' iron rod found for comer, THENCE South 29' 12' 30r East and departing the South right-of-way line of said State Highway No. 121 for a distance of 1565.18 feet to a 5 8" iron rod found for corner 'n the North right of w Teo ! / ! N g ay line f Windhaven Parkway (120 foot right of way), sold point being the beginning of a curve to the left having a radius of 860.00 feet, a central angle of 41' 55' 37' and a chord bearing South 81' 48' 16r West at a chord distonce of 615.37 feet; THENCE Southwesterly along said curve to the left and following along the North right of way line of said Windhaven Parkway for on arc distance of 629.32 feet to a 5/S` iron rod found for corner, THENCE South 60' 50' 28' West and continuing along the North right of way line of said Windhaven Parkway for a distance of 1053.54 fleet to a 5/8' iron rod found for comer, THENCE South 6S 26' 33' West and continuing along the North right of way tine of sold Windhaven Parkway for a distance of 85.33 feet to a 5/IY' iron rod found for corner, THENCE South 66' 02' 39' West and continuing along the North right of way line of said Windhaven Parkway for a distance of 57.57 feet to a 5/tr iron rod found for comer, sold point being the beginning of a cut-off line for the aforementioned Jassy , Lane• THENCE North 69' 23' 12 West along the cut-off line for said Josey Lane for a distance of 40.76 feet to a 5/87 iron rod found for comer, in the East right-of-way line of Josey Lane, said point being in the are of a curve to the left having a radius of 5789.58 feet, a central angle of OV 24' S4 and a chord bearing North 26' 55' 04' West at a chord distance of 446.03 feet; THENCE Northwesterly along said curve to the left and following along the East right -of --way line of said Jassy Lane for an arc distance of 446.14 fact to a 5/8" iron rod found for comer, THENCE North 29' 07' 51' West and continuing along the East right-of-way line of said Josey Lane for a distance of 705.94 feet to the POINT OF BEGINNING and CONTAINING 54.6134 ACRES OF LAND, more or less. OWNER'S CERnncATE OF DEDICATION NOW THEREFORE, known ail man by these presents: that CIMARRON LEWISVILLE TC, L.P., CASTLE HILLS PROPERTY COMPANY, TARGET CORPORATION and WEBER/INLAND AMERICAN LEWISVILLE TC LIMITED PARTNERSHIP, through the undersigned authorities, do hereby adapt this plat designating the herein above described property as LEWISVILLE TOWNE CROSSING, an addition to the extra -territorial jurisdiction of the City of Lewisville, Denton County, Texas, and do hereby dedicate to the public use forever the streets and alleys shown hereon dedicated to the City of Lewisville; and do hereby dedicate the easement strips shown on the plat for mutual use and accommodation of the City of Lewisville Er'J, the City of Lewisville or Denton County Fresh Water Supply District No. 1A as indicated on the plat and all public utilities desiring to use or using same, with the exception of any users for telecommunication, cable television, or any other communication uses; these excepted uses being reserved unto Castle Hills Development Corporation or its future grantee or assignee. No buildings, fences, trees, shrubs, signs or other improvements shun be constructed or placed upon, over or across the casement strips on said plot. The Cityof Lewisville and an public utility to which an casement has been dedicated shall have he tight toremove 1 t Y P tY and keep removed all or part of any buildings, fences, trees, shrubs, signs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or officlency of its respective system on any of these casement strips, and the City of Lewisville and any public utility to which an easement has been dedicated shall at all time have the right of ingress and ogress to and from and upon any of side easement strips for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its respective system without the necessity at any time of procuring the permission of anyone. A blanket easement of a five (5) foot radius from the center of all fire hydrants and a five (5) foot radius from the center of all other appurtenances (fire hydrant valves, water meters, meter boxes, street lights) is hereby granted to the City of Lewisville for the purpose of constructing, reconstructing, inspecting and maintaining the above named appurtenances. We do further dedicate, subject to the exceptions and reservations set forth hereinafter, to the public use forever, all public use spaces shown on the face of the plat. However, nothing in this Certificate of Dedication shall be deemed to have dedicated or granted an easement or right to any public or private entity for telecommunication, cable television or other communication use. All lots in the subdivision shall be sold and developed subject to the building setback lines shown on the plot. CIMARRON LEWISVILLE TC. LP. (LOT 1) a Texas limited Partnership By: 0 CASTLE HILLS PROPERTY COMPANY (LOT 3 By; ...'t . Name: Title: TARGET CORPORATION (LOT 7) a Min a corpo tion WEBER/INLAND AMERiCAN LEWISVILLE TC LIMITED � �), PARTNERSHIP (LOTS 2. 4-6. & 8) No a Texas limited partnership 'fit e:r Real Estate .By: Inland Delaware limited American/Weber obilityLcomootnyGl', TLC, a Tar::rget C s r ffo its sale Goner a er a Nome.-rX0:1 4— Title: +� STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JOHN P. WEBER, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME 1S SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS THE ACT OF WEBER LTC GP. INC., A TEXAS CORPORATION, AS THE SOLE GE ERAL. PARTNER OF CIMARRON LEWISVILLE TC, LP, A TEXAS LIMITED PARTNERSHIP, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH CORPORATION ON BEHALF OF SUCH LIMITED PARTNERSHIP AND FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPAC TH ON STATED. GIVEN ,UNDER MY HAND AND SEAL OF OFFICE ON THiS _,;DAY OF 2008. II f-\ N NOTARY PUBLIC IN AND FAR THE "STATE OF r +P?;,a�'•, FJSPIRA TMR1 WESTON • =_ Z Notary Public. State of Texas .. ,�r'"+ My Commission Expife� 03-26-10 CONSENT AND AGREEMENT OF LENDER WACHOVIA BANK, NATIONAL ASSOCIATION, AS ADMINISTRATIVE AGENT, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON THE PORTION OF THE LAND SHOWN AS LOT 3, BLOCK A, HEREON, EXECUTES THiS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING AND (11) iTS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THiS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. WACtF��0�tt��AA B�ANK NATIONAL ASSOCIATION, A N/tTi0t;WI Egt irtltG ASSOCIATION, AS ADMINISTRATIVE AGENT STATE OF i 646 1€tL L•>I aiS $,, ;;'1;' O, COUNTY OF GAll�ea-+QLt�%�i�i BETFM M ,�UNjpyERSIGNED AUTHORITY, A NOTARY PUBLIC ON THIS DAY PERSONALLY APPEARED ifiL�r,�t l"iL)L) PROVED TO ME ON THE OATH OF FOR E, E A�.tN�D��t I,�j!ED AUTHORITY, ON THIS DAY PERSONALLY APPEARED OR THROUGH �7(LtfIPSS OCM ), _ KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT SUBSCR ABOVE ED TO THE AB AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF WACHOViA BANK, NATIONAL EXECUTED THE SAME AS THE ACT O NLAND AMERICAN/WEBER LEWISVILLE GP, LLC, A DELAWARE ASSOCIATION, A NATIONAL BANKING ASSOCIATION, AS ADMINISTRATIVE AGENT, AND THAT HE/SHE LIMITED LIABILITY COMPANY, AS THE S LE GENERAL PARTNER OF WEBER/INLAND AMERICAN EXECUTED THE SAME AS THE ACT OF SUCH BANKING ASSOCIATION FOR THE PURPOSES AND LEWISVILLE TC LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH LIMITED LIABILITY COMPANY ON BEHALF OF SUCH LIMITED PARTNERSHIP CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPAC7 THEREIN STA �� AND FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN� THE CAPACITY THEREIN G UNDER MY HAND D SEAL OF OFFICE ON THIS DAY OF �t 2008. STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF _ , 2008. fT0fARY PUBLIC IN AND FOR E STATE OF TEXAS N VANESSq L THU RMAN MY C011nfnission Expires , ENT AND AGREEMENT OF LENDER y 28 201I1 NOTARY PUBLIC IN AN FOR THE STATE OF 8H4S EX (RATION offoal Seat - dr4 . jp [ tr Irf t< t � OL Vkm L Brown OF J.P. WEBER & COMPANY, INC., A TEXAS CORPORATION, THE 111 �t�Dt%t yG = t �! NQ P SlateIds etw SEC RED BY ONE OR MORE DEED OF TRUST UENS ON THE PORTION OF THE 0 1, B OCK A. HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND CommissiOSL Ex Tres 081251200r3 STATE OF p yAl tIiABL.E CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT COUNTY OF DALIAS OF LEWISVILLE TOWNE CROSSING AND (11) iTS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND BEF E ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED ALL. OTHER LIENS AN „SEC ITY aNTERESTS CURING SUCH INDEBTEDNESS ARE HEREBY MADE ` _ _ KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO SUBORDI TO EX ON IS FIN LAT OF LEWISVILIE TOWNE CROSSING. THE A 0 AND FOREGOING INSTRUMENT„ AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME J.P. WEBER COP A ORPORATiON AS GENERAL. PARTNER OF CASTLE HILLS PROPERTY COMPANY, A TEXAS GENERAL PARTNERSHIP, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH GENERAL PARTNERSHIP FOR THE PURPOSES _ 7 AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. .1 ' N'F. WEB r tE I� (( J� ( GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS I I DAY OF Avg { , 2008. STATE F TEXAS J --. yk1, C.l,,c/ GU1,;fhd +!".' COIN OF DALIAS _c�t1ri'� ��.c , NELLE WINFiELD NOTARY PUBLIC IN AND FOR THE STATEV)F TEXAS IRATION Notary PubtiC BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED JOHN P. WEBER, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO STATE OF TEXAS S THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF J.F. MY Comm. E:X January WEBER & COMPANY, INC„ A TEXAS CORPORATION, AND THAT HE EXECUTED THE SAME AS THE ACT . 22, go 1011111 OF SUCH CORPORATION FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE STATE OF MINNESOTA COUNTY OF HENNEPIN BEFORE M£, E U DERSIGNED AUTHORITY, A NOTARY PUBLIC ON THIS DAY PERSONALLY APPEARED OR THROUGH KNOWN TO ME (OR PROVED TO ME ON THE OATH OF , TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT ) AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF SAID TARGET CORPORATION, A MINNESOTA CORPORATION, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH CORPORATION FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND iN THE CAPACITY THEREIN STATED,,,, GIVEN U DER MY HAND AND SEAL OF OFFICE ON THIS _L. i' DAY OFVIOL* 2008. t !3- N&Agy Pusue IN AND FOR THE STATE 0F MINNE SOTA ---IRATiON s,r t CONSENT AND AGREEMENT OF LENDER COMPASS BANK, AN ALABAMA STATE BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE SI) ITS CONSENT 7O THE EXECUTION OF THIS FINAL PLAT OF LEWISViLLE TOWNE GROSSING AND (11) ITAGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THIS FiNAL PLAT OF LEWiSViLLE TOWNE CROSSING. COMPASS BANK, AN "BAMA STSIE BANK n ME BEFO E UNDE SI NED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED K OWN TO ME (OR PROVED TO ME ON THE OATH OF OR ROUG TO BE THE PERSON AND OFFICER WHO9E7 NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF COMPASS BANK, AN ALAS" STATE BANK. AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS 'I -�DAY -�OF A D61 2008, NOTARY PUBLIC 1N AND POR THE STATE OF TEXAS EXPIRATION P WENDI BROOKS ? Notary Public _ y STATE OF TEXAS s My Comm. Exp, February 17, 2010 CAPACITY THEREIN STATED. f G UNDER MY HAND AND SEAL OF OFFICE ON THIS AY OF ` 2008. NOTARY PUBLIC EN AN F R THE STATE OF TEXAS EXPIRATION ao A* b8r t E,i�i1 WESTON (ySlift Notary rState n! TAT,IS r i %r t iZ,3' Cornmisslnn FTn=.;.; et i .'f-, if) SURVEYOR'S CERTIFICATION 1, LAWRENCE A CATES, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THiS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL SUPERVISION i ACCORDANCE WITH THE PLATTING RULES ANDREGULATIONS 0 TH I? N LE F E COMMISSION OF THE CiTY OF LEWISVILLE, TEXAS. qlV eq t� a� b wi♦ a LAWRENCE A. CATES, P.E., R.P.L.S. m:eaoaaaa>se®aaoeagd�' PROFESSIONAL REGISTERED LAND SURVEYOR NO. 37 7 R P t � LARENDE CATIES4 3717 ° STATE OF TEXAS .9;�®°��i COUNTY OF DAL AS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED LAWRENCE A. CATES. KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND iN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS th DAY OF A�sc'i 2008, NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATION FESERVP9t7Dtff3XSj CABLE O''`bT r4'rr LAURtE L. BARNETi Notary Public, State of Texas My Commission Expires tt�Et$%tif61E RiG T ED EASEMENT DEDICATED HEREON CUD G NMI 0 O UTILIZE THE EASEMENT AREAS D NOT CONFLICT WITH THE APPU N , UT LIMITATION, THE RIGHT TO USE SUCH EASEMENT AREAS FOR PAVING, CURBING AND LANDSCAPING; PROVIDED, HOWEVER, THE UNDERSIGNED OWNERS SHALL NOT, WITHOUT THE PRIOR WRITTEN CONSENT OF THE EASEMENT HOLDER, HAVE ANY RIGHT TO CONSTRUCT OR MAINTAIN A BUILDING WITHIN ANY SUCH EASEMENT AREA. WITHOUT VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 Ill. PLAN SUBMITTAL AND APPROVAL PROCEDURES: For the Bright Ranch Development, the following public park criteria will be acceptable: (a) Parks that exceed the minimum Lewisville park landscape and site development standards. (b) Parks located in the 100 year flood plain. (c) Parks that contain lakes, creeks or water drainage courses that may not conform to City engineering standards, but are improved to resist erosion. (d) Parks that are less than one acre. (e) Parks having unusual topography or slopes. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: Until the 'Bright Ranch property is annexed into the City of Lewisville, construction permits will not be required and construction inspection fees will not be imposed on streets, utilities, buildings or other improvements on the "Bright Ranch" ,property. However, such improvements will be built to City of Lewisville Construction Standards or better. Construction standards conformance will be documented by a mutually acceptable independent qualified agency or contractor. 2. PAVING: The following changes shall be made for the 'Bright Ranch" property. (A) Streets - Streets may intersect at less than 90 degrees if adequate sight lines are provided at the intersection as specified in the 1973 AASHTO red book. 1. Loydown curb will be used on all streets and alleys. (B) Sidewalks - Sidewalks will not be all on both sides of the street if one side of the street is a park or greenbelt. r (C) Driveways 1. Allow driveways to access onto residential streets, residential 2 lone collector streets and residential 4 lane divided streets, 2. Allow minimum driveway width of 9 feet 6 inches. 3. Allow, the radius or flair point at the street or alley of any single family driveway to extend beyond the property line. (D) Alleys 1. Allow alleys to intersect streets at less than 90 degrees if adequate sight lines are provided at the intersection. 2. No alleys need to be provided for lots in subdivisions where lots average 10,000 square feet or more. 3. L.aydown curb will be used on all streets and alleys. 3. LOTS: Side lines of lots shall not be required to be at right angles to straight street lines and radial to curved street lines. Single Family and duplex lots are allowed to adjoin a private street if the private street is within a controlled access residential subdivision. 4. EASEMENTS: (A) General Provisions - Allow a 15' easement on one side of a water course, drain way, channel or stream. (8) Water and Sanitary Sewer Line Easements - A 10 foot set -back requirement from a secondary 4 inch or smaller pressurized water line in an alley and a 5 foot set -back requirement from a non -pressurized utility line easement shall not be required. (C) Storm Drainage Easements - A street shall be considered an easement adjacent to an open storm drainageway. Figure 6 - CONTROL OF ACCESS UMMATION The residential access limitation from this illustration will not be applicable. Figure 7 - STREET DESIGN CRITERIA Residential street, 2 lane, 31' (B-B): Add max. degree of curvature of 40 degrees / 200' Allow intersection curb radius of 20' Residential street, 2 lane, 37' (B-B): Add max. degree of curvature of 30 degrees / 300' Allow intersection curb radius of 20' 5. DRAINAGE: A 15' wide maintenance easement along both sides of a drainage way or a 20' wide easement along one side will not be required on a golf course. Drainage courses will not be required to have an enclosed storm sewer system or concrete or composite channel if the drainage course is Landscaped and engineered to handle water flows and treated to look like a natural state. 6. WATER LINES: Allow water meters on a private property if adjacent to an alley. (A) Motor Requirements - Electronic remote read meters will be allowed by the City of Lewisville. Figure 24 - UTILITIES PLAN WITHIN STREET R.O.W. Utilities are not required to be located between the curb and the sidewolk. VARIANCE APPROVED BY CITY COUNCIL ON MARCH 3, 2008 FOR DEDICATION OF STREET EASEMENT IN UEU OF RIGHT-OF-WAY DEDICATION FOR RIGHT TURN LANE ON JOSEY LANE. )mow VARIANCE APPROVED BY CITY COUNCIL ON � �'^ � ��r 've ` °"� 1. PUBLIC WATER LINES ARE NOT 'q REQUIRED TO BE LOCATED WITHIN GRASS ONLY AREAS. ,,,, .< , R NDE FO PP V + ill ROD R ELL, C RMAN DATE'S PLANNING AND ZONING COMMISSION r, ; CITY OF LEWISVILLE, TEXAS 1 APP OVED AND ACCEPTED j , �f2L �t GENE CAREY. MAYOR DATE CiTY OF LEWISVI , TEXAS The undersigned, the City Secretary of the City of Lewisville, Texas, hereby certifies that the foregoing final plat of Lewisville Towne Crossing Addition, to the City of Lewisville was submitted to the appropriate Planning and Zoning Commission or City Council as required by the ordinances of the City of Lewisville on the day of , 2008 and such body by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places and water and sewer lines, as shown and set forth in and upon said plat, and said body further authorized and accepted thereof by signing as hereinabove subscribed in the copacity stated. WI ESS, BY THIS DAY OF t .2008. CITY ARY CITY OF LEWISViLLE, �T S 1 ~ A ■ LEWISVILLE TOWNE CROSSING"I ADDITION LOTS 1-Eg BLOCK aAi 54.6134 ACRES ZONING DESIGNATION: LIGHT INDUSTRIAL BEING OUT OF THE T. INILSON SURVEY, ABSTRACT 1352, DAVID COOK SURVEY, ABSTRACT 234 t& J.B. SHIPP SURVEY, ABSTRACT 1227, DENTON COUNTY, TEXAS APRIL 0, 2008 FILED, CAB._. PG P.P D.C. T. PAGE 5 OF 5 Filed tsar Record in: Denton County On: Hag 2272008 at 1t1:10A As a Plat Document dumber: 55661 Amount 215.00 Ill Receipt Number — 485241 93r Hilnrip Dilrin 0 z Z 20 «I' R iGHT-OF-- WA Y STATE HIGHWAY 121 DE`DIC'A TION RIGHT -OF- - WA Y Os 1060 AC: ja- I.R F. RIGHT -OF-- WAY DEDICA TION (VARIABLE WIDTH RIGHT-OF-WAY) 14 +vrREa cy���.r �} �} TION VOL _10az PG 9= 0.0459 AC. Ta i1 � THE N `16'21 � � +iT #•�D Ls1� ,,,�,. •••"�"�` i.i�f./1 ATIGN SECTION q N 60'S0'28' C 04SiRUMEW NO. 2006-131837 3397r j77 TO CITY OF L£M7SME 5/8' I.R.F. N 6W50'2$" E - 441.55 26a39' 5/8' I.R.F. ur�crry 0.0134 AC. "'jR " rrt' 3 4a' w CAP err cs �, 25 G ��� 95 98' `- -- 118 03' - _ ft 83�22' 185LI7 " T 16.93' -- _ --•r_ T- - ._._ _ _ _ �- 25 HUIl- l _ __ _- - ..-.--- -- Imi �t �'- REMAINDER T� _- - _ - - - - __ - _ - _ _ - - REEDER ACQUISIT ION / PARTNERS, 0 CASTLE HILLS 30' a v raff. i PROPERTYTRACT F1' CASTLE HILLS PROPERTY COMPANY EsyF ( ro ( 150.000 ACRES) CM TO yrj I ` CCF NO. 2006-153339, CIMARRON LEWISVILLE TC, L.P. �' O � � � D.R.D.C.T. CCF NO. 2007-13864, D.R.D.C.T. I joocp LOT 8 LOT 3 � M I'v C1W OF 100%fLa LOT 1 LOT 2lawss ofty, S 22.5r39T'9 N0 1 co DMVM#ar 15' WA7L9r EW. 15' Iwm? mn: I ( rAl 11 �- 5, IM17EiP 24ii6tT PS1a �� - - - - - - - - - - - - - - -j~~ }�FA�tr E;f�PEYCY SIT. _ _ _ _ _� Tom-__ - _ _ __�_ _ _ _ n4 `y `� N 60'47"30' E 3ZL ' ?' N 60'4?'30 E- 1t�Cala, t 28a s3` Tea = 2!a 00' T77 _ __ '-=f j l fYr ACCESS 35• NN>ER __-- I -SIG .--` ae71, � .� ___ _ -r- I 11 1Qic2D' Iw7>rr s'"rA 1D`x1D' IrHim tee I ?> --( AL. _1.-15' s+WMY ( I I"°rr � '°Iru i ( 24 A et 1 12' ix ( () s 1 I I Ts+bFASEMWASBIrtN7 t,V � err: 10'xlD'I 1N41EA' ESAtr - - _ - - J - - _ _ _ 46 - ass fY _ _ - - al?000� - .- - - - Ld 360.,33' n; 1 �„5 � 00. T72_.ta23i' t31e 671d 7319 I� ... a 7177 N 60-4T"30E 0.33' 1101xt0' ' " I , ,•---•sy -'I 1 15' DfbllMif 10'arr0'~IM1J1 $ 13' 1MMiKJ€ j_ LOT N97ER 1 0 .� I '*...e► 25' S4flrl?IRT' 4y / ° ✓EhtT (laalNl7b`'/ 1T1 / `/.' /"SS i V 1j I s ERmr7 ,r''� `.._ rasa _/ L-- ---t ----" _ _-_/ L_ - _ -- r�ss ------ 46 I I 24' A W s ( ! / ,, Z I��r�ln 1 I \ - - - - - - - - - - - - - - - - - - - - - - TMI-- I , � ;, I 15' DRHMi1G�E 1 I / ,� is E.WT 17 n!1 S 60'42"30' W ,286E80' 1 11!A T312 aw T12 8L 0 C live 'A' 1 � r` f,• r�, 1 fAEA�:Y ES�fT Q Ear. ' 1 ILOT 8 "' LOT 7 1 Ai Es;rR' (i'!ilYA7E1 SMMTARY SE11f1i 0 30' 60' 120' SCALD 1"=60' LOT ACREAGE 1 1,5852 2 0.9613 3 1.5493 4 1.3254 5 7.1286 6 14.2193 7 13.5387 8 14.0547 R.O.W. 0,2509 TOTAL. 54.6134 I 1) ( CASTLE LULLS PROPERi} COMPANY, A 1E1"AS GENERAL PARTNERSHIP TO h R1 LEWISVILLE TDi4NE CROSSING L.F., A TEXAS LIMITED PARTNERSHIP Zt INSTRUMENT NO e007-13863, O.R .D:1 T. h 1 I � f.Si�Hr. 3D' ACOM # ;CALLED 51.3983 AC. TRACT] �a MATCHLINE (SHEET 2) MATCHLINE (SHEET 3 rMATC�HLINE�(SHEET 4 CITY OF, ��¢y THE COLONY o 4 F • '37'.. � .r'" f �� f TOWN OF ,"'► ' f rim m FLOOD NOTE: According to Ow Federot Manogentent Agiwlcy - Federal W wonce Adniinist oVm - Fload tmurarm Pragmm Road Irmurarm Rafe Mop - F I.R.M. - for Dwftn Cowft. Texas - Cmwnsarilir PwW No. 48121MM ER M'locti" dads APRIL 2. 1997. the propwty shown hereon does rat Ik wllhin an am of 100-7w flood. BEARINGS1. SHOWN HEREONtea, UPON THE NORTHFAST RIGHT--OF-WNY LINE OF JOSEY LANE (FAL 432) AS PER DEED TO 0,. ! PROPERTY COMPANY RECORDED IN OCF# 2. 71HIS PROPERTY LIES ENIIRELY WITHIN THE CASnE HILLS WRA TEF04TORIAL JURISDICIION OF THE CITY OF LEWISVILLE. THIS ]. SUMY DISTRICT UNLESS SPECFWALLY LABELED OTHERWISE. aR E4SEMENM AND SANITARY SEWER EASEMENTS SHOWN HEROON ARE DEDICATED TO 71HE oemm COUNTY FRESH WATER SUPKY DWRICT NO IF 5. THE 010iNAGE E4SEMENTS• a .a• FOR THE BENEFIT OF AND USE BY THE RS « .. ,, . TO IHE 00" COLINTY' FRESH W04NER SUPPLY DISTRICT NO. IF 7 VARIANCE REQUEST PUBLIC WATER UNES ARE NOT REQUIRED TO BE WITM ASEMENTIS SHOW PROPERTY WILL BE SEIWED BY CITY OF LEWISIA.LE WATElt DEVELOPER ,R rE MASTER WATERr PER CITY OF • , a a r •aa a • a. LEWISVILLEa• LNES AND METERS ON THE *WE OF THE MASTER METER!S ARE PROPERTY OF `.a a DISTRICr BOUNDARY LINE TABLE TANGENT LENGTH BEARING Ti 85.37 S63026 T2 57.57' S66 T3 4(L76' N69'23' T4 129.66' N29'12' T5 62.25' SW47'3" T6 16,66' S60.47' T7 164.04' N29'12' T8 69W N66'02' T9 47.41' N69'23' Tiol U3.2T S71'95' 'E T11 78.35' SM7' T12 33W S60.473VW T13 113.1W S73*0 T14 10L43' S61«14'31'V T15 29,39' S36«31'1 T16 9L95' S60'S0' T17 356AW N55*1611E T18 2512' N55♦16 'V T19 2616' N43'41 'E T20 4412' 1 N50*WWE OWNER (LOT 1) OWNER (LOTS 2, 4-6 do 8) OWNER (LOT 0 OWNER (LOT 7) CNARRON LEWISVILLE TC, L.P. WEBER/INLAND AMERICAN LEWISVILLE TC CASTLE HILLS PROPERTY COMPANY TARGET CORPORATION 16000 DALIAS PARKWAY, SUITE 300 LIMITED PARTNERSHIP 4228 N. CENTRAL EXPWY. SUITE 300 1000 NICOLI.E T MALL. VU-12G DALLAS, TX 75249 16000 DALLAS PARKWAY, SUITE 300 DALLAS. TX 75209 MINNEAPOLIS. MN 55403 CONTACT: MARK DAVIS DALLAS, TX 75248 CONTACT: ERIC STANLEY CONTACT: KAME RIVARD PHONE: (972) 739-8400 CONTACT: MARK DAVIS PHONE: (214) 559-9246 PHONE: (612) 761-2422 FAX: (972) 739-8491 PHONE: (972) 739-8400 FAX: (214) 559-9221 FAX: (612) 761-3727 FAX: (972) 739-8491 ENGINEER/SURVEYOR LAWRENCE A. CATES & ASSOC'.. LLP 148W QUORUM DRIVEL SUITE 200 DALLAS. TX 75254 CONTACT: MICHAEL L CLARK, P.E. PHONE: (972) 385-2272 FAX: (972) 980-1627 BOUNDARY CURVE TABLE CURVE RADIUS DELTA TANGENT CHORD I LENGTH BEARING CI 860.00' 41«55' 7' 329.49' 61="l 629W S81'48'16'V C2 5709-W 04«24 ' 22318' 446" 44614' N26'55'04'V C3 100A0' 41*WW 38.26' 7L47' 73AW S87.28'07'V C4 10OW 47'36 ' 44.12' 80.73' W40' N84.35"37E C5 06WW 9 4 ' 73.97' 147-W 147.57' S65.45'25'V C6 187AW 14'32 ' 23,91' 47" 47,56' S62'32'23'4 C7 187AW 14'32'W 23.91' 47.43' 47.56' N62.32'23'E C8 216.00' 1 13'29' 2555'1 50.74'1 5MW I N67'35'13'E FINAL PLAT LEWIS TOWW CRC►SSBIt ADDffM LOTS 11-8, BLOCK A 54.6134 ACRES ZONING DESIGNATION: LIGHT INDUSTRIAL BEING OUT OF THE T. WILSON SURVEY, ABSTRACT 1352, DAVID COOK SURVEY, ABSTRACT 234 J.B. SHIPP SURVEY, ABSTRACT 12279 DENTON COUNTY, TEXAS jY APRIL A 2008 FLEA PG CAB._ PQ F.R.QQT. j PAGE 1 OF 5 ao o " _° z IR m C rcQa cyn CH o :.ii# a vr�ic M�Tlai flEi;��L'_'A �NNK M- m0M9111�Irr ,. Eu�Mim "2213 i � mmmmun wool I ai m iNIFMI.vm,.1M ENO0+�'::� N'.�M;��]M� ��vm �a ommmUMN MONO ...�i' MME-vr- =� MNNIK_pla Y��,, om 15,� •'y , '!�T� ` �.�M • .s 1 1 u ff�Mmm1 t #-}J. 10_ IT1 \•i\•-z Y�ywm1. �� o� {�M■�I1IE �NNEM � mmm � vmmlzm � li1 NNVMm�a iL���-��+t:.a� lwu: '. ur�mmmlm� •� mMmmmlaa � mmlmmm M + U��smm ��� E�M�NNUU E��Nmm� 1_ uWmff:mw ��;.-Dowaz� ��®� %��MMIEmmmmxR 0 mmm��� a' LK � 0 m 10 I II KZ = .Mr E�� i.S.W"'i }! 11.l1ial'Mr�' smorEm iz-� IN E C # W LCSi:� r' W��'. �. .K.y� ANmm M�C�...�w GF1 � N 0 0 � NFK- 7- r7 Gli�8E a, ■�M.. �['K�■.NNEF_ ��N 'EM� ' �:�� K�81=1390M�� ��� NNNEMD 1� � ��'-►Jla 07� s �l'...% goal=Imm- �9 STATE HIGHWAY 121 (VARIABLE. WIDTH RIGHT-OF-WAY) 20' WATER LINE EASEMENT VOL 5062, PG. 922, SECTION M Pl 5''p6'3t" E 274.42" W/REDRcA. rim S- M 6a'47'30" E 49&52' 136.3r 1(i 3V .ass 25 25 fi fmeme" to N " 1co { 1 7253 -- j d 9 :r to r = ,EIR rAff. I »I WE $I6 I Z -- :T I .i — I �I I T I L T215 I I rs arr�4caE' Eswr IV I I I �I is, Aswo4r. wr oy" — I I I I� T333 to I I Ell I I 7 7 :7 '7 f •f 7 '� f•f••7' 7 '�-- 13a03. A i —25' BUILDING liNE-' f . — - — . — . �—_ _�/------__— _--- — -------- I n72 �s1.Ia��naar-I '7a I I 2r ACCESS & Ear I I I I ACCESS rt 1 E4.SE&W 5, IsmI T 91 � ESxI7: I I � I i{• _T37L T372 I 24' A et I — j-4" SrES i W. ACCESS & E.M�i'agwcY E51/r I I , T170 7104 � EASEwair Ttti6 J!� i P rOSw30' IMitEri'-' I I r4sswENrI I. LOB` I , I 1� 1.51 Imm? I I � � � �l�ryti � 92 Is, mum GR1�G.�RR j � I T152-1y�.r/ I I i�lr I t I=. T337 — &\ AI ror IwrER s4lwrwr Esxrr. so• s S4 r ANY err_ I I \'� \ cMOMOVY ESAtr. I /Tin, I N 60.47"30" E AMM' T3z+ e1.0_ rs_I' rs' M004W EW�7&, �T32S own � n41 �. 30'ACCMx assovr - — — — -------._.......__. -- — - Tim -- _------------------- ' I tI aisv000cy ESMY. I I ' MATCHLINE (SHEET 1) � .............� ..a.®. 4�.....� �®.... MATCHLINE (SHEET 3) LEGEND W W X oc O I.R.F. - IRON ROD FOUND CM - CONTROLLING MONUMENrcost N..*-* v V-5 A .5'1009'A -$ogi Z CASU hitii:S', ly COMPANY s. o-P.a.cT' 3: X c.c.s. Na -15 UNDEVORATED WH 308412 A0234A D COOK TR1A(DCFNISD41F)7.283ACIALL 308401 A1227A J8 SHIPPS, TR 2A, (W31)1.7669AC/ALL; 308400 A1227A JB SHIPPS, TR 2A(CO & SCH), 1.7669IALL; 309625 A1352A T WILSON, TR 15A(1), (CO & SCH), 32.6078ACIALL; 309628 A1352A T WILSON, TR 15A(1), (W31) 32.6078ACIALL; 309623 A1352A T WILSON, TR 16A(1), (W31) 5.1347AC/ALL; 309621 A4352ATWILSON, TRI6A(1),(W31)5.1347C/ALL; 309640 A1352A T WILSON, TR 168(1), 4.6059AC,(CO & SCH) /ALL; 309641 A1352A T WILSON, TR 158(1), 4.6059AC, (W31), 4.6059ACIALL; 307899 A1352A T WILSON, TR 16A,1.6147AC,(W31)/ALL; 307901 A1352A T WILSON, TR 16A),1.6147AC.(CO & SCH)IALL; 308255 A1352A T WILSON, TR 15A, (W31)1.5929ACIALL; 308254 A1352A T WILSON, TR 15A, (CO & SCH)1.5929AC/ALL; 308411 A0234A D COOK, TR 1A(CO & SCH)„ PT lPNOPJV ! ! is, IwrFR EASEMENT Lor 6 I I� I IW_ ! I I ar�� a�■wr �� +�I�r ww� +oi� ter® � ar�rr al�s�r yes �norrrs awls MATCHLINE (SHEET 4) LE MVN LE TOWW CROSSM ADDIMM LOTS 1"S, BLOCK A 54.6134 ACRES ZONING DESIGNATION: LIGHT INDUSTRIAL BEING OUT OF THE T. WILSON SURVEY, ABSTRACT 1352, DAVID COOK SURVEY, ABSTRACT 234 & J.B. SHIPP SURVEY, ABSTRACT 1227, DENTON COUNTY, TEXAS CAb Y APRIL A 2008 f At Elk CA6; _ PGt P.R.17t&t. S1W I.R.F. ! �.s ass' w+MR 7 ! T.srX44V stsomw ,7.5_A20" MUR w W CASTLE HILLS PROPERTY COMPANY TRACT Fr (63.247 ACRES) CCF NO. 2006-153339. D.R.D.C.T. UNDESIGNATED ZONING PAGE 2 OF 5 4 a eD = � C � p `{ c•r• D � � t� n � r I � c.10 ua a co -n c z O w 0 w 0 a ATCHLINE (SHEET 4) 35' Nf4TER r1# 15' D21tlW1GE I I } } EA"EW " ( A Wt25' WATER } i 15' WATER ERSEMEW EIISEMENr F } — .— —,.._._ —.. — T102 It I } h} TO crrY OFLEiYKSViLCE T91 }I} �} _ — _ _ — — T100 — _ _ — — _ _ BL OCK IP124' ACCESS &� ESM1 20' nwat,01GE ESMT (MuATE1� �j } 35' WATER & SAnar,�r � - 1 1�' w,aTER { I ( ss" EASE waif : I EASEMENT ` } }} } i ___ _ __ __ ---- V- -----....--__---- __ y— � T _ T36 }unq ESMT (PRIVATE) } 7358 — — — — — — _— — — — -�[—�T362------.--- — �-- —_ __ _ —� _ T366—_ __ _ __ _—_ _ �! mI�- ro` WATER — t5' WATERITs E T2#9 L r. — — — _ — � 196_ _ _ _ _ o _ f �f } } C29 r '�"�-k E51$E�EIVT T1Q3 15' WATER 04 �--- T_ __ __ C28�" �15' WATER 7. 1----T36#cis — Tsa— — — —�' } }� } rE r`T-5 _ - - 163.533, ,81 030 ~�--- �T68 v G20 Twos c1s J ._..........+� ...._._ T251 ��' ~ } T50 3s I 71i0 }} _ '_ - -- Lml ACCESS dt j/ Gy1t C21 EMERGENCY' ESMT It 12' } } EMERGENCY ESMT } r SEW R E J�EKf �' 35' WATER & } } I } E4SEME7NF ME EMERGENCY ESMT N r } } T47J } !*Fr40 } 15' WATER�ESME. TO C" OF LE*nvl cE 720' s0' so• LOT LOT �O 30' so' 1 20' } 10505' WATER . I } � E�4SEAfENT I k 24 t J } EMER Y ESAfr. 3 / SCALE- 1'=60' 40' WATER & z �} swrARY saw? fzw } N I I LEGEND r$ ri 0 I.R.F. — IRON ROD f(?UNI? IR } ? }� TS CM — CONTROLLING MONUMENT } II W �} f W ET381 24' ACCESS & t`, 30' ACCESS do 30' ACCESS' & o (i_6 } EMETdGE7lCY ESAft T61 15' WATER t� 15' WATER ESM7 EMERGENCY ESMT. EMERGENCY ESMr l.Ir.1 ' r ---&SEMENr r�} 1'2 r2I T1_15 T16 T117 k _4 _T113 45—_ _ _ _ _ _ _ 8 � .. 72_ ? _ I L----------_—_-----___ —__-- _P% 141 --( — — _ --_ — _ _ _ _ _ — _.._ _ _ — — _ a.i.. I.R.F. 4t _ _. — — T253 T---- fiUry _ T273 GM �? `''--- ��to- 44.16' t5�15.3s`� 40.0-0 (;�o� may/—'^� as.t7 80.00 m1751 q — —_ _ _ __ _ --- T55i56�-- —�1 n to3.os ^� v' r t 7258� \R L_ L 7263 ��— 25` BUILDING LINE g"I �'I 55.00' —{�— 167.E2` — ___ .� 7266 f 44.3g` 15ict5' 15'x40` ` @t'3xt5' WATER 25' DP.V9r4GE !tt 5 g, WATER ES+U7: WATER ES . FS w � &w. (Plfi9 c) 55'W5' WATER ,�- T304 i ` 30%55' 128.37' 257.E#' T} 5 4609 655' EASEMENT I.R.F. T2 Wit.. 5f8" +�fi r I.R.F. / / 5/8' F.R.F. 40'ACCESS & EMS rwr z RIGH --OF- WA Y DEDICA TION TO CITY OF UWISYILLE 502,40�t, SO? 0.0439 AC. CENTERLINE 1053.54' ww iNaL P A MW w ft 120 ee e CASTLE HILLS PROPERTY COMPANY "TRACT G" C.C.F. NO. 2006-153339, DI R.D.C.T. UNDE5IGNATED ZONING 308412 A0234A D COOK TR1A(DCFWSD#lF), 7.283ACIALL 308401 Al227A J8 SHtPPS, TR 2A, (W31)1.7669AC/ALL; 308400 A1227A JB SHIPPS, TR 2A(CO & SCH), 1.7669/ALL; 309625 A1352A T WILSON, TR 15A(1), (CO & SCH), 32.6078AC/ALL; 309628 Al352A T WILSON, TR 15A(1), (W31) 32.6078AC/ALL; 309623 A1352A T WILSON, TR 16A(1), (W31) 5.1347AC/ALL; 309621 Al352A T WILSON, TR 16A(1), (W31) 5.1347CIALL; 309640 Al352A T WILSON, TR 158(1), 4.6059AC,(CO & SCH) /ALL; 309641 Al352A T WILSON, TR 1513(1), 4.6059AC, (W31), 4.6059AC/ALL; 307899 Al352A T WILSON, TR 16A, 1.6147AC,(W31)/ALL; 307901 A1352A T WILSON, TR 16A), 1.6147AC,(CO & SCH)/ALL; 308255 A1352A T WILSON, TR 15A, (W31)1.5929AC/ALL; 308254 A1352A T WILSON, TR 15A, (CO & SCH)1.5929AC/ALL; 308411 A0234A D COOK, TR 1A(CO & SCH), PT FINAL PLAT CROSSING ► r o LOTS BLOCK 54.6134 ACRES ZONINGe INDUSTRIAL BEING ON OF = i i WILSONT. SURVEY, ABSTRACT r r• SURVEY, ABSTRACT •_ r DENTON COUNTY, efty APRIL 8, 2008 FILED: CAB. PG. , P.R.D.C.T. i y a Filed for Record in. Denton Count g On: Mug 22?2008 at 10:10A As o Flat Document Humber' 55661 Amount 215.1_10 Receipt Humber - 4 291 Bq r 25' Dl7 wrx ��- EW. {PRNA70 F _ 7376 ✓f 1 07 f� IP Z,5 112.5 t""r► .4 25 �E j s o s i MATCHLINE (SHEET 2) CASTLE HILLS PROPERTY COMPANY TRACT 173' (63.2247 ACRES) CCF NO. 2006-153339, D.R.D.C.T. UN©ESIGNATED ZONING CASTLE HILLS PROPERTY COMPANY "TRACT G" (86.412 ACRES) CCF NO. 2006-153339. D.R.D.C.T. UNOESIGNATED ZONING EASEMENT CURVE TABLE CURVE RADIUS DELTA TANGENT CHORD LENGTH BEARING C9 27400' tr47`D1' 3312' 65.76' 65,92' S53'53`59'W CIO 25CW 10.322V 23.06' 4592' 45.98' N52.16'39'E C11 250.00' 13*47`Ol' 30.22' 60.00' 60.14' S53.53 59'W C12 25A7' 67'15'08' 1647' 27.77' 29.43' S68'27'08'E C13 1KOW 14'40'18' 12.88' 2556' 2543' N41.3W38`W C14 100,04' 19.46'0a' 17.43' 34.34' 34.51' S39.05'45E C15 35W 58'59'S8' 19.80' 34.4V 36,04' NW42'31'W C16 25,00' 57.13'58' 13.64' 23.95' 24,97' N29*IW47'W C17 2011, 91'02156' 20.49' 28,71' 3L96' N70'12'38'W C18 330,00' 5.3641' 1647' 32.31' 32.32' N66'56`26`E C19 297.00 8'57'16' 2326' 46.37' 46.42' S65.16'08'W C201 297.W 7'34'12' 19.651 3921' 3924' S57.00'24'W C21 8w w 7'34'12' 52.93' 105.62' 105.70' N57'W24'E C22 20.00' 95'31'09' 22.03' 29.61' 33.34' N76'58.04'W C23 20,W 87'25'02' 1912' 27.6W 30,51' S14'3O'Ol'W C24 20.00' WOO'00' 20w 282W 3L42' S74'1V3VE C25 2UO' 82'25'48' 17W 26.W 28.77' N12'00'24E C26 20,E10' 97.34'12' 22.83' 3049' 34.06' S77'5936E CP-71 3OW 98'57'17' 3510' 45.61' 51.8V N20'16'08'E C281 327.00` 8`571L 25.60' 5145' ' 5140' S65`161081W C29 327.00' 7.34'12' 2143' 43A7' 432W S57'00'24W C30 772.21' 7'51'02' S2.99' 105,72` 105 81' N57'09'09'E C31 20", 90`00`00' 20.00' 2828' 31.42' N74.12'30W C32 20.00' 9O wov 20.00' 2a28' 31.4V S15'4713VV C33 3OA0' 90.00`00' 30.04' 42.43' 47.12' S15`4713VV C34 30.00' 90.w00' 30.00' 42.43' 474e N74'12.3VV C35 20A0' 83' ww' 17.75' 26,55' 29.04' S70.4759E C36 20w 90'0 ov 2ow 28.2W 3L42' N74'12 W W C37 Mw 9m,00' 20.00' 282W 3L42' S15.47'30'W C38 20.w 90'00'00' ZOA0` 2828' 3L42' N15'47'3VE C39 20.00' 90'00'00' 20tMi' 2828' 3L42' N74.12'30W C40 1985.00' 2-51154' 49.64' 99.2T 99.26' S27*461331E C41 201MW 2'51'54' 50.39` 100.75' 100.76' S27'461331E C42 2015:00' 2'51.5V S0,39` IM751 IM76' N27'46`37W C43 1985.{)<i' 2.51'54' 49.64' 992T 9926' N27'46133W C44 10.00' 45'OWW 4AW 7AW 7:88' N55'01'10'E C45 20.00' 61'39`37' 11.94' 20.5W 2L5Z' N01'3719'E C46 20A0' 76'30'47' 15.77' 24.77' 26.71' S64'09`24E C47 20,00, 90.00'00' 20.00' 282W 31.42' S15.47'30'W C48 20A0' 90.00'04' 20.00' 282W 31.42' S74'12'3VE C49 20A0' 90'00'w 20,00' 282V 3L42' N15.471301E C50 20m' 90100'00' 20:00' 2828' 3L42' N15'4730'E C51 20 00' 9O.W00' 20,00' 2828' 31.42` S74.12'3VE C52 20100' 90*w00' 20.w 28.28' 31.42' S15.47'301W C531 20.00' 81'28'49' 1723' 26" 28.44' N11.31'551E C54 20.00' 81'28'49' 17.2T 2"r 28,44' Slr31`55'W C55 115.00' 42'48138' 45.08' 83.94' 85.9W N30.52'01'E C56 115.01Y 42'48131r 45.OW 83,94' 85,93' S30`52.01'W C57 20:00' 107'55'13' 27.49' 32.34' 37.67' N83.2(Y06'W C58 85W 33`2435' 25.51' 48.87' 49.56' S26'10'OVW C59 20.00' 107`5513' 27.49' 32.341 ' 37.67' S83'10'061E C60 85,00' 332W35' 2551' 48.87' 4956` N26'10'00'E C61 20.W 90'00'00' 20,00' 282W 31.42' N15.47'3VE C62 20.00' 90.00 W 20.00' 2828' 31.42' N74'I2'3VV C63 LIM, ' 9m'00' ZOW 28281 3L421 N15'47130'E C64 20,W 81'2W4V 1723' 26.11' 2&44' S69'5W55'E C65 135,00' 48.28'07' 60.77' 110.83' 11420' SO4'58'27'E C66 115,00, 90'00100' 115A0' 162.63' ISM64' S15.4713VW C67 135.00' 34'20'26' 4L71' 79.71' 80.91' S43`371171W C68 5804.58' 4'24'38' 223.52' 446.71' 44CW N26'55'12'W C69 120.00' 18*041" 192T 37.70' 37.86' N20.101141W C70 101W 21'51'33' 1%31' 37.92' . 3815' N18.16'43W C71 85.00' 45'55`46 36.02 66.33' 68.14' N85'26'M'W C72 20.00' 107'55'13' 27.49' 32.34' 37.67' S24145'061W C73 SMOG' 47'3654' 37, 68.62' 7U4' S84'35'57E C74 115. 39.05 43' 40.83 76.96' 78.47' S88'51'321W C75 30,00' W05'03' 29,01' 4L71` 46.12' S14'50'OI'W C76 35,00' 90.00'00' 35.f1a' 49.5W 54.98' N15'47.30'E C77 40.001 90100'00' 40.00' 56,57' 62.83' S15"4730" W C78 20A0' 60'00`00' IL55' 20.00 20.94' SOO'47'3VW C79 30.00' 90'WW 30.00' 42.43' 473V N74*IV30'W C80 30.00' 90.00 w 30:00' 42,43' 47.12` N15'4713VE Cal 20w 60'DD'00' =55' 20.00' EM94' S5912'30'E Coe 20A0' 90'00'00' 2OW 282W 3L42' S74'12'30'E C83 aw 90'W00' 20,00' 282W 3L42' N15.47"JVE C84 600.00' 8'28'24' 44.45' 88AT 88.73' S24'S8'18'E C85 30.00, 81`31136' : 25.86' 39,18' 42.691 S2VM'421W C86 2OA0' 90'00100' MOO' 282W 31.42' N74*lV3VW C87 115 00' 47.32'00' SO,64' 9249' 95 4i' N84'38124E C861 30.00' I 88-W27-1 29,Wj 4L71' : 46,12' : S73'15'14'E C891 226.00` 5'25'42' 1 10.71' 21.40'1 21.41' N49'43201E FINAL PLAT LEWISVILLE TOWNE CROSSING ADDITION # LOTS BLOCK 54.6134 ACRES ZONING DESIGNATION: INDUSTRIAL BEING OUT OF SURVEY,T. WILSON • r r r ACT 1352 DAVID COOK SURVEY, ABSTRACT r s SURVEY, ABSTRACT DENTON COUNTY, A.A&YAPR& i 2008 1(i f t 0 1 Filed for Record in; Denton GountH on: din- 22r20118 at 10:10A As o U4t Document Number: 55661 Amount 215.00 Receipt Number - 488291 Hi€cxrie Dunn OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS, CIMARRON LEWISVILLE TC, L.P., CASTLE HILLS PROPERTY COMPANY, TARGET CORPORATION, end WEBER/INLAND AMERICAN L.£WISVILLE TC LIMITED PARTNERSHIP, are the owners of all that certain lot, tract or parcel of land situated in the T. Wilson Survey, Abstract No. 1352, the J. B, Shipp Survey, Abstract No. 1227, and the David Cook Survey, Abstract No. 234, Denton County, Texas, and being all of a tract of land described in a deed to CIMARRON "SViLLE TC, LP., as recorded in Document No. 2007-13864, of the Deed Records of Denton County, Texas, and being oil of a tract of land described in a deed to CASTLE HiLLS PROPERTY COMPANY, as recorded In Document No. 2006-153339, of the Deed Records of Denton County, Texas, and also being all of a tract of land described in a deed to LEWISVIU.E TOWNE CROSSING, LP., as recorded in Document No, 2007-13863, of the Dead Records of Denton County, Texas, and being more particulody described by metes and bounds (is follows: BEGINNING at a 5/8 inch iron rod with red cap found at the South end of a comer clip for the intersection of the South line of State Highway 121 with the East line of Josey Lane (120 right-of-way); THENCE North IF 11' 4e East along said comer clip for a distance of 130,91 feet to a 5/IT' iron rod with red cap found for comer in the South right-of-way line of said State Highway No. 121 as established by a 26,375 acre right of way deed recorded in Volume 3362 at Page 253 of the Deed Records of Denton County, Texas; THENCE North 69 50' 2Er East along the South right-of-way line of said State Highway No. 121 for a distance of 441.35 feet to a 5/B' iron rod with red cap found for comer, THENCE North 55' 16' 21' East and continuing along the South right-of-way line of said State Highway No. 121 for a distance of 474.68 feet to a 5187 iron rod with red cap found for comer, THENCE North 58' 06' V East and continuing along the South right-of-way line of said State Highway No. 121 for a distance of 274.42 feet 5/8! iron rod with red cap found for corner, THENCE North 60 47' 3LY East and continuing along the South right-of-way line of said State Highway No. 121 for a distance of 498.52 feet to a 5/8' iron rod found for comer, THENCE South 29' 12' 30r East and departing the South right-of-way line of said State Highway No. 121 for a distance of 1565.18 feet to a 5 8" iron rod found for corner 'n the North right of w Teo ! / ! N g ay line f Windhaven Parkway (120 foot right of way), sold point being the beginning of a curve to the left having a radius of 860.00 feet, a central angle of 41' 55' 37' and a chord bearing South 81' 48' 16r West at a chord distonce of 615.37 feet; THENCE Southwesterly along said curve to the left and following along the North right of way line of said Windhaven Parkway for on arc distance of 629.32 feet to a 5/S` iron rod found for corner, THENCE South 60' 50' 28' West and continuing along the North right of way line of said Windhaven Parkway for a distance of 1053.54 fleet to a 5/8' iron rod found for comer, THENCE South 6S 26' 33' West and continuing along the North right of way tine of sold Windhaven Parkway for a distance of 85.33 feet to a 5/IY' iron rod found for corner, THENCE South 66' 02' 39' West and continuing along the North right of way line of said Windhaven Parkway for a distance of 57.57 feet to a 5/tr iron rod found for comer, sold point being the beginning of a cut-off line for the aforementioned Jassy , Lane• THENCE North 69' 23' 12 West along the cut-off line for said Josey Lane for a distance of 40.76 feet to a 5/87 iron rod found for comer, in the East right-of-way line of Josey Lane, said point being in the are of a curve to the left having a radius of 5789.58 feet, a central angle of OV 24' S4 and a chord bearing North 26' 55' 04' West at a chord distance of 446.03 feet; THENCE Northwesterly along said curve to the left and following along the East right -of --way line of said Jassy Lane for an arc distance of 446.14 fact to a 5/8" iron rod found for comer, THENCE North 29' 07' 51' West and continuing along the East right-of-way line of said Josey Lane for a distance of 705.94 feet to the POINT OF BEGINNING and CONTAINING 54.6134 ACRES OF LAND, more or less. OWNER'S CERnncATE OF DEDICATION NOW THEREFORE, known ail man by these presents: that CIMARRON LEWISVILLE TC, L.P., CASTLE HILLS PROPERTY COMPANY, TARGET CORPORATION and WEBER/INLAND AMERICAN LEWISVILLE TC LIMITED PARTNERSHIP, through the undersigned authorities, do hereby adapt this plat designating the herein above described property as LEWISVILLE TOWNE CROSSING, an addition to the extra -territorial jurisdiction of the City of Lewisville, Denton County, Texas, and do hereby dedicate to the public use forever the streets and alleys shown hereon dedicated to the City of Lewisville; and do hereby dedicate the easement strips shown on the plat for mutual use and accommodation of the City of Lewisville Er'J, the City of Lewisville or Denton County Fresh Water Supply District No. 1A as indicated on the plat and all public utilities desiring to use or using same, with the exception of any users for telecommunication, cable television, or any other communication uses; these excepted uses being reserved unto Castle Hills Development Corporation or its future grantee or assignee. No buildings, fences, trees, shrubs, signs or other improvements shun be constructed or placed upon, over or across the casement strips on said plot. The Cityof Lewisville and an public utility to which an casement has been dedicated shall have he tight toremove 1 t Y P tY and keep removed all or part of any buildings, fences, trees, shrubs, signs or other improvements or growths which in any way endanger or interfere with the construction, maintenance or officlency of its respective system on any of these casement strips, and the City of Lewisville and any public utility to which an easement has been dedicated shall at all time have the right of ingress and ogress to and from and upon any of side easement strips for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its respective system without the necessity at any time of procuring the permission of anyone. A blanket easement of a five (5) foot radius from the center of all fire hydrants and a five (5) foot radius from the center of all other appurtenances (fire hydrant valves, water meters, meter boxes, street lights) is hereby granted to the City of Lewisville for the purpose of constructing, reconstructing, inspecting and maintaining the above named appurtenances. We do further dedicate, subject to the exceptions and reservations set forth hereinafter, to the public use forever, all public use spaces shown on the face of the plat. However, nothing in this Certificate of Dedication shall be deemed to have dedicated or granted an easement or right to any public or private entity for telecommunication, cable television or other communication use. All lots in the subdivision shall be sold and developed subject to the building setback lines shown on the plot. CIMARRON LEWISVILLE TC. LP. (LOT 1) a Texas limited Partnership By: 0 CASTLE HILLS PROPERTY COMPANY (LOT 3 By; ...'t . Name: Title: TARGET CORPORATION (LOT 7) a Min a corpo tion WEBER/INLAND AMERiCAN LEWISVILLE TC LIMITED � �), PARTNERSHIP (LOTS 2. 4-6. & 8) No a Texas limited partnership 'fit e:r Real Estate .By: Inland Delaware limited American/Weber obilityLcomootnyGl', TLC, a Tar::rget C s r ffo its sale Goner a er a Nome.-rX0:1 4— Title: +� STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JOHN P. WEBER, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME 1S SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS THE ACT OF WEBER LTC GP. INC., A TEXAS CORPORATION, AS THE SOLE GE ERAL. PARTNER OF CIMARRON LEWISVILLE TC, LP, A TEXAS LIMITED PARTNERSHIP, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH CORPORATION ON BEHALF OF SUCH LIMITED PARTNERSHIP AND FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPAC TH ON STATED. GIVEN ,UNDER MY HAND AND SEAL OF OFFICE ON THiS _,;DAY OF 2008. II f-\ N NOTARY PUBLIC IN AND FAR THE "STATE OF r +P?;,a�'•, FJSPIRA TMR1 WESTON • =_ Z Notary Public. State of Texas .. ,�r'"+ My Commission Expife� 03-26-10 CONSENT AND AGREEMENT OF LENDER WACHOVIA BANK, NATIONAL ASSOCIATION, AS ADMINISTRATIVE AGENT, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON THE PORTION OF THE LAND SHOWN AS LOT 3, BLOCK A, HEREON, EXECUTES THiS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING AND (11) iTS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THiS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. WACtF��0�tt��AA B�ANK NATIONAL ASSOCIATION, A N/tTi0t;WI Egt irtltG ASSOCIATION, AS ADMINISTRATIVE AGENT STATE OF i 646 1€tL L•>I aiS $,, ;;'1;' O, COUNTY OF GAll�ea-+QLt�%�i�i BETFM M ,�UNjpyERSIGNED AUTHORITY, A NOTARY PUBLIC ON THIS DAY PERSONALLY APPEARED ifiL�r,�t l"iL)L) PROVED TO ME ON THE OATH OF FOR E, E A�.tN�D��t I,�j!ED AUTHORITY, ON THIS DAY PERSONALLY APPEARED OR THROUGH �7(LtfIPSS OCM ), _ KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT SUBSCR ABOVE ED TO THE AB AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF WACHOViA BANK, NATIONAL EXECUTED THE SAME AS THE ACT O NLAND AMERICAN/WEBER LEWISVILLE GP, LLC, A DELAWARE ASSOCIATION, A NATIONAL BANKING ASSOCIATION, AS ADMINISTRATIVE AGENT, AND THAT HE/SHE LIMITED LIABILITY COMPANY, AS THE S LE GENERAL PARTNER OF WEBER/INLAND AMERICAN EXECUTED THE SAME AS THE ACT OF SUCH BANKING ASSOCIATION FOR THE PURPOSES AND LEWISVILLE TC LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH LIMITED LIABILITY COMPANY ON BEHALF OF SUCH LIMITED PARTNERSHIP CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPAC7 THEREIN STA �� AND FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN� THE CAPACITY THEREIN G UNDER MY HAND D SEAL OF OFFICE ON THIS DAY OF �t 2008. STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF _ , 2008. fT0fARY PUBLIC IN AND FOR E STATE OF TEXAS N VANESSq L THU RMAN MY C011nfnission Expires , ENT AND AGREEMENT OF LENDER y 28 201I1 NOTARY PUBLIC IN AN FOR THE STATE OF 8H4S EX (RATION offoal Seat - dr4 . jp [ tr Irf t< t � OL Vkm L Brown OF J.P. WEBER & COMPANY, INC., A TEXAS CORPORATION, THE 111 �t�Dt%t yG = t �! NQ P SlateIds etw SEC RED BY ONE OR MORE DEED OF TRUST UENS ON THE PORTION OF THE 0 1, B OCK A. HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND CommissiOSL Ex Tres 081251200r3 STATE OF p yAl tIiABL.E CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT COUNTY OF DALIAS OF LEWISVILLE TOWNE CROSSING AND (11) iTS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND BEF E ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED ALL. OTHER LIENS AN „SEC ITY aNTERESTS CURING SUCH INDEBTEDNESS ARE HEREBY MADE ` _ _ KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO SUBORDI TO EX ON IS FIN LAT OF LEWISVILIE TOWNE CROSSING. THE A 0 AND FOREGOING INSTRUMENT„ AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME J.P. WEBER COP A ORPORATiON AS GENERAL. PARTNER OF CASTLE HILLS PROPERTY COMPANY, A TEXAS GENERAL PARTNERSHIP, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH GENERAL PARTNERSHIP FOR THE PURPOSES _ 7 AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. .1 ' N'F. WEB r tE I� (( J� ( GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS I I DAY OF Avg { , 2008. STATE F TEXAS J --. yk1, C.l,,c/ GU1,;fhd +!".' COIN OF DALIAS _c�t1ri'� ��.c , NELLE WINFiELD NOTARY PUBLIC IN AND FOR THE STATEV)F TEXAS IRATION Notary PubtiC BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED JOHN P. WEBER, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO STATE OF TEXAS S THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF J.F. MY Comm. E:X January WEBER & COMPANY, INC„ A TEXAS CORPORATION, AND THAT HE EXECUTED THE SAME AS THE ACT . 22, go 1011111 OF SUCH CORPORATION FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE STATE OF MINNESOTA COUNTY OF HENNEPIN BEFORE M£, E U DERSIGNED AUTHORITY, A NOTARY PUBLIC ON THIS DAY PERSONALLY APPEARED OR THROUGH KNOWN TO ME (OR PROVED TO ME ON THE OATH OF , TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT ) AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF SAID TARGET CORPORATION, A MINNESOTA CORPORATION, AND THAT HE EXECUTED THE SAME AS THE ACT OF SUCH CORPORATION FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND iN THE CAPACITY THEREIN STATED,,,, GIVEN U DER MY HAND AND SEAL OF OFFICE ON THIS _L. i' DAY OFVIOL* 2008. t !3- N&Agy Pusue IN AND FOR THE STATE 0F MINNE SOTA ---IRATiON s,r t CONSENT AND AGREEMENT OF LENDER COMPASS BANK, AN ALABAMA STATE BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE SI) ITS CONSENT 7O THE EXECUTION OF THIS FINAL PLAT OF LEWISViLLE TOWNE GROSSING AND (11) ITAGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THIS FiNAL PLAT OF LEWiSViLLE TOWNE CROSSING. COMPASS BANK, AN "BAMA STSIE BANK n ME BEFO E UNDE SI NED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED K OWN TO ME (OR PROVED TO ME ON THE OATH OF OR ROUG TO BE THE PERSON AND OFFICER WHO9E7 NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF COMPASS BANK, AN ALAS" STATE BANK. AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS 'I -�DAY -�OF A D61 2008, NOTARY PUBLIC 1N AND POR THE STATE OF TEXAS EXPIRATION P WENDI BROOKS ? Notary Public _ y STATE OF TEXAS s My Comm. Exp, February 17, 2010 CAPACITY THEREIN STATED. f G UNDER MY HAND AND SEAL OF OFFICE ON THIS AY OF ` 2008. NOTARY PUBLIC EN AN F R THE STATE OF TEXAS EXPIRATION ao A* b8r t E,i�i1 WESTON (ySlift Notary rState n! TAT,IS r i %r t iZ,3' Cornmisslnn FTn=.;.; et i .'f-, if) SURVEYOR'S CERTIFICATION 1, LAWRENCE A CATES, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THiS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL SUPERVISION i ACCORDANCE WITH THE PLATTING RULES ANDREGULATIONS 0 TH I? N LE F E COMMISSION OF THE CiTY OF LEWISVILLE, TEXAS. qlV eq t� a� b wi♦ a LAWRENCE A. CATES, P.E., R.P.L.S. m:eaoaaaa>se®aaoeagd�' PROFESSIONAL REGISTERED LAND SURVEYOR NO. 37 7 R P t � LARENDE CATIES4 3717 ° STATE OF TEXAS .9;�®°��i COUNTY OF DAL AS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED LAWRENCE A. CATES. KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND iN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS th DAY OF A�sc'i 2008, NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATION FESERVP9t7Dtff3XSj CABLE O''`bT r4'rr LAURtE L. BARNETi Notary Public, State of Texas My Commission Expires tt�Et$%tif61E RiG T ED EASEMENT DEDICATED HEREON CUD G NMI 0 O UTILIZE THE EASEMENT AREAS D NOT CONFLICT WITH THE APPU N , UT LIMITATION, THE RIGHT TO USE SUCH EASEMENT AREAS FOR PAVING, CURBING AND LANDSCAPING; PROVIDED, HOWEVER, THE UNDERSIGNED OWNERS SHALL NOT, WITHOUT THE PRIOR WRITTEN CONSENT OF THE EASEMENT HOLDER, HAVE ANY RIGHT TO CONSTRUCT OR MAINTAIN A BUILDING WITHIN ANY SUCH EASEMENT AREA. WITHOUT VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 Ill. PLAN SUBMITTAL AND APPROVAL PROCEDURES: For the Bright Ranch Development, the following public park criteria will be acceptable: (a) Parks that exceed the minimum Lewisville park landscape and site development standards. (b) Parks located in the 100 year flood plain. (c) Parks that contain lakes, creeks or water drainage courses that may not conform to City engineering standards, but are improved to resist erosion. (d) Parks that are less than one acre. (e) Parks having unusual topography or slopes. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: Until the 'Bright Ranch property is annexed into the City of Lewisville, construction permits will not be required and construction inspection fees will not be imposed on streets, utilities, buildings or other improvements on the "Bright Ranch" ,property. However, such improvements will be built to City of Lewisville Construction Standards or better. Construction standards conformance will be documented by a mutually acceptable independent qualified agency or contractor. 2. PAVING: The following changes shall be made for the 'Bright Ranch" property. (A) Streets - Streets may intersect at less than 90 degrees if adequate sight lines are provided at the intersection as specified in the 1973 AASHTO red book. 1. Loydown curb will be used on all streets and alleys. (B) Sidewalks - Sidewalks will not be all on both sides of the street if one side of the street is a park or greenbelt. r (C) Driveways 1. Allow driveways to access onto residential streets, residential 2 lone collector streets and residential 4 lane divided streets, 2. Allow minimum driveway width of 9 feet 6 inches. 3. Allow, the radius or flair point at the street or alley of any single family driveway to extend beyond the property line. (D) Alleys 1. Allow alleys to intersect streets at less than 90 degrees if adequate sight lines are provided at the intersection. 2. No alleys need to be provided for lots in subdivisions where lots average 10,000 square feet or more. 3. L.aydown curb will be used on all streets and alleys. 3. LOTS: Side lines of lots shall not be required to be at right angles to straight street lines and radial to curved street lines. Single Family and duplex lots are allowed to adjoin a private street if the private street is within a controlled access residential subdivision. 4. EASEMENTS: (A) General Provisions - Allow a 15' easement on one side of a water course, drain way, channel or stream. (8) Water and Sanitary Sewer Line Easements - A 10 foot set -back requirement from a secondary 4 inch or smaller pressurized water line in an alley and a 5 foot set -back requirement from a non -pressurized utility line easement shall not be required. (C) Storm Drainage Easements - A street shall be considered an easement adjacent to an open storm drainageway. Figure 6 - CONTROL OF ACCESS UMMATION The residential access limitation from this illustration will not be applicable. Figure 7 - STREET DESIGN CRITERIA Residential street, 2 lane, 31' (B-B): Add max. degree of curvature of 40 degrees / 200' Allow intersection curb radius of 20' Residential street, 2 lane, 37' (B-B): Add max. degree of curvature of 30 degrees / 300' Allow intersection curb radius of 20' 5. DRAINAGE: A 15' wide maintenance easement along both sides of a drainage way or a 20' wide easement along one side will not be required on a golf course. Drainage courses will not be required to have an enclosed storm sewer system or concrete or composite channel if the drainage course is Landscaped and engineered to handle water flows and treated to look like a natural state. 6. WATER LINES: Allow water meters on a private property if adjacent to an alley. (A) Motor Requirements - Electronic remote read meters will be allowed by the City of Lewisville. Figure 24 - UTILITIES PLAN WITHIN STREET R.O.W. Utilities are not required to be located between the curb and the sidewolk. VARIANCE APPROVED BY CITY COUNCIL ON MARCH 3, 2008 FOR DEDICATION OF STREET EASEMENT IN UEU OF RIGHT-OF-WAY DEDICATION FOR RIGHT TURN LANE ON JOSEY LANE. )mow VARIANCE APPROVED BY CITY COUNCIL ON � �'^ � ��r 've ` °"� 1. PUBLIC WATER LINES ARE NOT 'q REQUIRED TO BE LOCATED WITHIN GRASS ONLY AREAS. ,,,, .< , R NDE FO PP V + ill ROD R ELL, C RMAN DATE'S PLANNING AND ZONING COMMISSION r, ; CITY OF LEWISVILLE, TEXAS 1 APP OVED AND ACCEPTED j , �f2L �t GENE CAREY. MAYOR DATE CiTY OF LEWISVI , TEXAS The undersigned, the City Secretary of the City of Lewisville, Texas, hereby certifies that the foregoing final plat of Lewisville Towne Crossing Addition, to the City of Lewisville was submitted to the appropriate Planning and Zoning Commission or City Council as required by the ordinances of the City of Lewisville on the day of , 2008 and such body by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places and water and sewer lines, as shown and set forth in and upon said plat, and said body further authorized and accepted thereof by signing as hereinabove subscribed in the copacity stated. WI ESS, BY THIS DAY OF t .2008. CITY ARY CITY OF LEWISViLLE, �T S 1 ~ A ■ LEWISVILLE TOWNE CROSSING"I ADDITION LOTS 1-Eg BLOCK aAi 54.6134 ACRES ZONING DESIGNATION: LIGHT INDUSTRIAL BEING OUT OF THE T. INILSON SURVEY, ABSTRACT 1352, DAVID COOK SURVEY, ABSTRACT 234 t& J.B. SHIPP SURVEY, ABSTRACT 1227, DENTON COUNTY, TEXAS APRIL 0, 2008 FILED., CAB._. PG P.P D.C. T. PAGE 5 OF 5 Filed tsar Record in: Denton County On: Hag 2272008 at 1t1:10A As a Plat Document dumber: 55661 Amount 215.00 Ill Receipt Number — 485241 93r Hilnrip Dilrin I ACOM sexom 3w IV UTILRY ESW.---`� W�w WATIR 1EASBAW To aty Of Lmmuc *ouss owyl Pim.oX IV UnUTY EMT. CAB. Ir, pjmcl ell I V SAWARY SEM ESMT. 5 P.P-D.C.T. (TO EEE ABANDONED) 25'>W A,'TAT MM m 7,23 P.Rlat is vww cwt. M 723 LL rl lari Am= �wu Age 44 Ammom- 4 locvw 1V UTany CA& 'r, PG. 72=3 PlitmIr. 15, is, LNG TINE -T- cat '12" p- s- S29"12'3'0"E 1052.68s S2r1230 E 51Z50' � A7 41g� . do CASnE HIUS PROPERTY COMPANY 24'AC= & VASIGEMY EW. PJW.CLT. 7.Vxw vwER Ew. J is, Ujury EsmT. CAME MILLS PROPOUY COMPANY CAB. *rl m 3" 7.VxW *W EWT. 0& , M 3W '7RACT,G" CAP. Y. M 723 -y CAB, =mw-j --CAB. Y, M 3M P-IM-CM POINT OF T. ^r. m rm Imcr Fil POINT OF P.P-WMT. 09.412 ACRES) PAD.C.T. 7wVxW WAM 0107. DOC. NO. 2006-153M9, (61247 ACRES) CA& Y. m 3w v D.R,D.C.T DOC NO 2006-151M, BEGINNING P".=. UNDESIGN4TED ZONING f D.R.D.C.T UNDEWGMTED ZOMNG ZONING DESIGNATION: LIGHT INDUSIMPLI LOT 7, BLOCK :4' LEWSWLLE TOWNE CROSSING ADDIWN 30' AOCM CAR•*Y, PG .388 EVEROENCY ESW. 3w Ac= I& -Y'", s a. 3w . mwPR' D. C, T IV WA7MT. 161 DRAWACE Esw m -rm IV WAIER Ew. (Pt") (PWAM CAB. 'Y'� FIG. 3W--� 1V W"�E Bsw* I 5" p �ltl zw CA9. Y, PG. US 29Pjmca. - - - - - - - - - --- *12'30 W 578.67-*- 27*46-*3.r W 200000 ---------- mom ZONIXGDESIGNAnOk LIGHT INDUSMML W EWWATMk SWfM SM ,,r. LOT 3, BLOCK W Pito.clT. LEWSWUE TOWNE CROSSING ADAMON 141 w DR*#4E SSW. CAR ly" pa 388 Yi (PfWAlr) P.R.D.O.T. 3W AOCM & EMERGE14GY EW. CAB *r. PG I'M W�-- glig-0 25i* i _ pm tss TO I)Dfm couw aemm coopowwl 15` amlffx UK rw� WSTRUMW NO. 1006-131837 X-V Tm Ir..f A�. AC= 30 W"4E ESUT (PIWATE) umw Mr. vkqm Ew. m -w P".M. S29*12-*30"E 357.71 Mr I T ;WA CWY* 723 SmAcow Ew. 25' DROMMO-GrE 1V WATER t IV CAM -f-, mw IV UTM ew. K. 7m wre &WAW SEV" ESW. SWTW Sa" ME lWxW WATER MWS E 15' UTIUlY EWT. CAM "Yll K. lw va *yll m w MY, PO. 723 . *Y% M. 7W XF P".(-T. PAID.C.t PJLDP-T. IV OMWE MUM 151XIV VnUl" EsmL tv swrww saym Ewr.'� T j 146.2ow-a"17 P"If-IT. m. Y, m 72,3 UTILITY ESMT. S0XENCY SW� pjzb.f-T. I CAB. Y. PG. 72Z �i Irl pol MB -p RNG.L tie 12'XW WATM MT. 0 Ca Y, M 723 fi- VO (M BE APIANW4EkI E PC, W P.".m Mmi-T. p I 'e! fio- 25' I)PARNX ESUL 712 0, 11TIM Mr. ITxIw VAIR ESUL QML Y. m 3w ly* m 723 M 'Y. M 723- PAD.C.T. P".CT. IV %am Eam SEWER ESM7. 0' WAM MIAT. If IV vww ew. aw YM 725 le)aV WER Ew. PADcl, . 15' DR00GE OUT. XF coa r m 'm pan: , IV WATERsw. P".C.T. M Y. PG vz :w vom UK Ew. IV ter. V AO= PJW.C.T. %U- Sm m W WE IMM ORX) ow, - a P.R.0-ca. Pjmca. rM. Mts7w23. -1 IVWATR EWCe YPG. ws.-Ivyw vm Esur- w. ' � T5' E5Mi: # } CAM Y. mm -T- pimer.P"=. E) L j L - - - - - - - - Rmc.T. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r W Mk%#M MIT. L rA&W YAOK= & cm. (mv ESi 1 iAb 7 PRL).CT. 1 Ai { ' ! ' E t, i, wm ew. J723 IWx4WMMIY. m 723 fW.QT. 04 Pc&M.T.m m PA.MC.T. IWAV Om aw, W Ac= & I!r vmff mw. ty cm. Y. m DACKOW Mr. ml If,, m 71-� PJM(.T. CAB. *r, M = P.R.OX.T. P"AT. 2*r AXESS& ZONING DE61WDON V011T INDUSTRIAL aMNOW EWT, Lor oRmi cv.y'fvm I I f.... P.MAC.T. LOT 5,8LOCK ;4' if WAM�� 10.6089 AC. LEWISKLE TOWNE' CROWING ADDMON m I I PG -M8 TO awm COW" 1101m o0opmy?& p". BLOCK '*A" 15! amim ME ew. P.R.D.C,7. Lor9R I IV DWM4E Mff. (PWATE) 5*6104 AC. 5! tew. YPmxAcl p ISwm EW.Y. PO. 723 I Fjmcl. ol m Y, m OCK tA d Pitot-T. f E 4$ IM Iwxw WATEREw. SANDWARY SEa M EW. CAB. *Y% PO, 723--"'A WACCESS" ACm:8*31MMY EW. I I m -w . pol m I I R cr. IS! WAM Mff. DA34ENCY ESUT, CAM 1�1. Pr. 723 2,V ACCESS & IV umm ew. 388 1 11 1 15, *lm Pamax IV WMER ESMT. CAM Y. m m cm Y, m 723 CAR. ly". m 3ft-"tl Ewr.F.T. PJmcmT. s2rl E 9116, NOTES- 1. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CTTY OF LEWISVILLE, RECORDED IN CABINET *Y. PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN 'THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE. 3. THIS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, 'THE WATER CASEMENTS AND SANITARY SEWER CASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS *PRFVAIr ARE FOR THE BENEFIT OF AND USE BY THE OWNERS OF LOT 6R AND LOT % BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS *PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 7. VARMM- PUBLIC WATER LINES ARE NOT REQUIRED TO BE WITHIN *GRASS ONLY' ARM. 8. THIS PROPERTY WILL BE SERVED BY CITY OF LEWISVILLE WATER. DEVELOPER WILL PROVIDE MASTER WATER METERS PER CITY OF LEWISVILLE DETAILS AND PER WATER AGREEMENT DATED JANUARY 28, 2006. ALL WATER UNIM AND METERS ON THE INSIDE OF THE MASTER METERS ARE PROPERTY OF THE FRESH WATER DISTRICT. FLOOD NOTE., ACCORDING TO THE FEDERAL EMMANCY UANAGMENT AGENCY - FEDERAL INSURANCE ADMINMIRATION - NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP - F.I.R.M. - FOR DENTON COUNTY. 7MS COMMUNITY PANEL NO. 48121C05% CEMECTIVE DATE APRIL Z 1997. T14E PROPERTY SHOWN HEREON DOES NOT UE WITHIN AN AREA OF 100-YEM FLOOM DENTON. DITS c-..000000189 10/0812009. V/P*:.0000189 02009 BOUNDARY CURVE TABLE CURVE RAI)IUS DELTA ITANGENT I CHDRI) LENGTH BEARING cl 860,00' 32*05'42'1 247.37'1 475,47' 481.7W -86-43'14-W ca 100,00' 41'52'33-1 , 38.26'1 71A7 73.09' N87-28'07-E C3 100,00' 47-3654'1 44,12'1 80.73 83.10' N84*3557E BOUNDARY LINE TABLE TANGENT LENGTH I BEARING Tl MAS' I S73*05'53*W T2 10143' 61*14'31'W T3 29.39' S36*31110,W T4 2646' N43'41'25-E T5 113.251 S71-1351,36,E OWNER LINE TABLE LINE I LENGTH' BEARING T6 •6.50, S29*12'30'E T7 ZZ,25' N60*47'30'E Te 44.14' S29*l2'3O'E T9 3.67' N60*47'30'E 770 46.66' $29*12'30'E 771 1 15LOO' S60-47-30-W 772 26.66' $29*12ZO'E T13 5.00, Af60,47-30,E 774 29.51' S2912'3016' T15 L341 1 T16 W.1631 S29*121301E T17 74,75' lV60*47"30'E 778 5.Wl S29*1213olz 779 AM600' SOO'42"30'W_ T20 V-80' $28'4529'E T21 644' N60147'30*E T22 8. st, N7615407-W 7-23 50.13, S28-4529-E T24 15.33' WESERIINLAND AMER(CAN LEWISVXLE TC LIUITED PARTNERSHIP 16000 DALLAS PARKWAY, SU17F JOO DALLAS, TV 75248 CONTACT' MARK VAWS PHONE: (972) 7J9-8400 FAX. (972) 739-8491 LAIIRENCE A. CATES & ASSOC., LLi-* 14800 QUORUM DRIVE, SURE 200 DALLAS, 7X 75254- CONTACT- MICHAEL L. CLARK, P.E. PHONE: (972) 385-2272 FAX- (972) 980-1627 N] Em Em t4 aAJ Dt 1> NOT W a2-K - SEF, y w -j ca ta PURPOSE OF REPLAT: 1. ABANDON A PORTKW OF'THE UTILITY CASEMENT ON LOT 6R DEDICAM BY THE PLAT RECORDED IN tAMET Y, PAGE 723. OF THE PLAT RECORDS OF DENTON COUNTY. TEYAS. 2. ABANDON A PORTION OF THE SANMARY SEWER CASEMENT DEDICATED ON LOT 9 BY THE PLAT RECORD IN CABINET Y, PAGE 723, OF THE PLAT RECORDED OF DENTO• COUNTY; Ia- s a{ ER CASEMENT ON LOT 9. FINAL PL A- T L WISMILLE TOWNE CROSSING ADDITION E"' W.... laft4vw^ 14.2193 A CRES ,20NIM0 DESIGNATfON: LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF LOTS 6R & 1* BLOCK A OF LEWISVILLE TOWME CROSSING ADD17YON I I I T. WLSON SURVEY, ABSTRACT NO. 1352o DAVID COOK SURVEY, ABSTRACT NO. 234 & J.B. SHIPP SURVEY, ABSTRACT NO. 1227 DENTON COUNTY, TEXAS SEPTEMBER 2, 2009 FILED:- DOC. - * P. R. D. LEGEND Xs - lx* SLT xF - lx* foLw, Am ROD FWND Wt - C010MUNG MONUMEM Ms. - JIM Rm SET DO(-, NO. Docuum NL493ER CAS. PGCABINET' PAM DROCT DMD REMM MTON OM" P.ftD.C.T. PLAT RECORM DaffM CWW Esw. EASS�w rASEWEW TO BE AIIANDOMC� BY TM PLAT I Ilk '4" CASTLE HILLS PROPERTY COMPANY "TRACT G* C.C.F. NO. 2006-153339, D.R.D.C.T UNDESIGNA TED ZONING I �VICINITY MAP 1'=1000' CITY OF THE COLONY LEWISVILLE EXTRA TERRITORIAL N JURISDICTION 1 R = 5 789. Zef�" " 1J 0 S E Y L A N E I F M 4 2 31 1 L Pol= 430.47' "hrr Or CO-- M2619'4-3-w" 2 0 R i ± ' A Y I C 15' WATER FASEMEN,11' 430.37 'r 33' TO CITY OF LEWISVIULE-, 215.LMLITY EkSEMENT TO CAE. IBC. 388 't, SI RES 15' WATER EASEMEN17 Crily OF LEMSViLix- 15' WATER EASEMEN7 TO CrrY OF LEWISVILLE IN 6923W I TO C17Y OF LEWSVILLE 6, "�', PC� ZEE CAB, 'Y'. PG. 38�1 - FCAB. 47P.R.D.C.71. .4 518 k P'. FP.R.D.C.T. JV 2SrC7'51'w If 567.09r IVF gi 200.00, AAS. "Y', PC. we q='f VAR MILE WIDTH COSERV. ES' 95'BUILDINIG UNb,1 r-INST. NO� 2008-85531 25, BUILDING LINE 10' WATER EV, IT D.R,D.0.7 10' 15' WATER EASEMENT "r, P 3 CAB 11y, PC 388- 15' D.E. (PRIVAfE! 55'X30' WATER ESMT. `v4 CAM "r, P � rNC /mon' C� P.R.D.0 T \ I b / �'� I LTO C S 6602,3r W_"'e' -L__ Ji — — — — P.R.D.O. I. � — —1 —1— —1 —j CAB. 'Y', PG. 388--y ,--CAB. "r, PG_ 38F ITY OF LEWISIALLE — — — — — — -- \ — — — — — — P.R.D.c:r. CAB. -Y, PG. 388 T, 20' D. (PRIVATE) - — — — — — — — -- < DRAINAGE EA$EMEN1 P.R,D.C:,�, N (PRIVATE) CAB, PG. 38a-J, LOT, .5 671JIS142" r It 1.8409 AC. 'Y% PG. 3fz (S P.R.D.C.T. b, Rub- op� L It < IR06dw 15'x15' MME WATER F-swr. A61kAWd I I CAS. 'Y", PG. 388 blow 1, 0 1!5'x4O' WATER ESMT. CAB. Y', PG. 388 F- Aarp, drm uj m Ap---% 15'x40' WATER ESMT boa CAB. 'Y', PG. 38E P.R.D.C.T Cr drm- _mr > U a, WAw jt; ep 'A Lq 30' DRAINAGE EASEMENT(PRIVATE) 35' WATER & SANITARY SEWER $MT. 24' ACCESS & EMERGEN ESMT. a W�-�2 w I - 24' ACCESS CAB. "Y". PG. 388 ZZ) I —Oft S. "Y", PG. 388 "Y" PG. .388 R =1 C, (0 P.R.D.C.T. P.R.D.C.T. EMERGENCY EASEMENT P.R.D.C.T. 0 0 CAB. "Y', PG. 388 ZONING DESIGNATION: LIGHT INDUSTRIAL z6 ft: z 20' D.E. (PRIVATE) P.R.D.C.T. =1 M. "Y, PG. .388 LOT 1, BLOCK A 6 fc-> 6 24' ACCESS & EMERGENCY ESMT. P.R.D.C.T. (4 LEWISVILLE TOWNE CROSSING ADDITION 2 0 a. -Y' PG. 388 PART 4, 1(0 CAB. 'Y" PG. 388 Y P.R.D.C.T. LEWISVILLE TOWNE CROSSING ADDITION 15'x2S' WATER P.R.D.C.T EASEMENT 36' ACCESS EM ENCY ES CAB. p -Y-, PC% 38B MT Fnr- 15' WATER EASEMENT 35' WATER SA SEWER ESMT. 66 /-CAB. PG. 388 CAB, "Y'. PG. 38 CAB. 'Y*, PG. 385 M. Y-, PG. 388 1.32544 Ac. 1VX30' W.E. C*4LL P.R.D.C.T. P.R.D,C.T. P.R.D.C.T. RR.D.C.T. I CAB. 'Y", PG. 388 P.R.D.C.T. 15' WATER EASEMENT 20* D.E, (PRIVATE} I WATER. EASEMENT VARIABLE WIDTH CAB. *r' PG. 'iss F-1 30' ESS & EMERGENCY ESMT. CAB.: PG. 388 CAB. "Y, PG, 388 COSERV EASEMENT IOIX10, - W.E. P.R.D.C.T. P.R.D.C.T. INST. NO. 200N.855.31 CAB. "Y , PG, 388 CAB. -Y", PG. 388 P. R.'D' C'.T: D T P.R.D.C.T. 0. C P.R.D.C.T. L /-j _171 _MLE WIDTH COS ESMT. 24' ACCESS & EMERGENCY T. OLD NST_ NO. 2008-85 3 VAR RV.I LEI I j I CAB. 'r, PG. 388, P.R.D.C. VARIABLE WIDTH COSERV EASEMENT D.R.D.C.T. 7_7 4=-- --:4- INST. NO. 2008-85531, D.R.D.C.T. — — — — — — — — — — — — — — — — — — — 5' WATER & SANITI ARY SEWER VMASLE WIDTH COS EMENT MT. INST. NO. 2008-85531V , R.D.C.1 is, WATER CAB. "Y, PG. 3881 24' ACCESS Sc < EASEMENT P.R.D.C.T. CAB. PG. 38 EMERGENCY EASEMENT S.S. PRDC.T. LOTCAB. . PG. 388 > V BUILDI LINE VAR] E WIDTH COSERV. ESMT. CAB. P.R.D.C.T. NST. NO. 2008-85531 15' WATER 13-5391 AC. PG. 388' WATER LINE EASEMENT �D.R C.T. EASEMENT P.R.DC.T. VOL. 5082, PG, 922-11 -/-CAB. 'Y", PG. 388 0 P.R.D.C.T. SECTION II, D.R.D.C.T. I AVA6 *qA rr 001 1_70NING DESIGNATION LIGHT 0SEWER20' SANITARY SR EASEMENT LOT 2, BLOCK A INDUSTRIAL CAB. "Y" PG. 388 EASEME PART OF .----T 8, BLOC:,' 'A' LEWISWLLE TOWNE CROSSING ADDITION 24' ACCESS & EMERGENCY ESMT. (PPG. 8 LEWISVILLE T- -NEB RO CSSiNG AMiT ION 30' ACCESS & t CAB. "Y, PG. .388 C F�! �B2 ERGENCY EASEMENT P.R.D.C.T. P.R. C Y', PG. T. AB, "Y, PG. 388 CAB, P.R.D.C.T. It -M11.11 Ar p P? n L I-S-12Mti 464.44L — J L XF _j 'XF VARIABLE WIDTH COSERV. ESMT. XF INST. NO. 2008-85531, D.R.D.C.T. NOTES: 1. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y, PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE: HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE. 3. THIS PROPERTY LIES ENTIRELY W7141IN THE DENTON COUNTY FRESH' WATER SUPPLY DISTRICT NO. IF. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PRIVATE" ARE FOR THE BENEFIT OF AND USE BY THE OWNERS OF LOT 6R AND LOT 9, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC' ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 7. VARIANCE, PUBLIC WATER LINES ARE NOT REQUIRED TO BE WITHIN "GRASS ONLY" AREAS. 8. THIS PROPERTY WILL BE SERVED BY CITY OF LEWISVILLE WATER, DEVELOPER WILL PROVIDE FASTER WATER METERS PER CITY OF LEWISVILLE DETAILS AND PER WATER AGREEMENT DATED JANUARY 28, 2008. ALL WATER LINES AND METERS ON THE INSIDE OF THE MASTER METERS ARE PROPERTY OF THE FRESH WATER DISTRICT. FLOOD NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL INSURANCE ADMINISTRATION - NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP - F.I.R,M. - FOR DENTON COUNTY, TEXAS - COMMUNITY PANEL NO. 4812100559 E, EFFECTIVE DATE APRIL 2, 1997: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100-YEAR FLOOD. VARIABLE WIDTH C E ENT 15' WATER EASEMENT CAB. -Y', PG. 388 INST. NO. 200 RD 25' S.E. P.R.D.C.T. It D.R.D.C.T. C XF %1k 1 1.7v 3TA4.LF4 xr ) I ',D.C.T. - JR.F N 2Sr12-50v W _1 5/8- Z R.F 30' ACCESS & EMERGENCY EASEMENT 129.66, 1 _x/ CAB. "Y", PG. 388 421i XF- �t 3 SS & XF ERACCEGENCY ESMT. "Y, PG. 388 P.R.D.C.T. tz rn V ATER ASEMT CAS." Y". PEC. 388ENL 30' DRAINAGE ESMT. (PRIVATE) P.R.D.C.T. CAB. "Y, PG. 388 15' EL IC LINE EASEMENT P,R.D.C�T. I TO DENTON COUNTY LECTRIC COOPERATIVE '04 it ST, NO. 2006-131837 14*52 D.R.D.C.T. -.46 IV DRAINAGE ESMT. (PRIVATE) 4 R = 187.' 48' CAB. -r, PG. 388 L = 47.56 P.R.D.C.T. CB = N62632'2orE ZONING DESIGNATION LIGHT INDUSTRIAL 10'X20' WATER EASEMENT C = 47.451 LOT 7, BLOCK A CAB. "Y", PC. 388 LR-F T = 25.911 LEWISVILLE TOWNE CROSSING ADDITION 24' ACCESS & IAMP, C48 -Y', PG 388 1 L j EMERGENCY ESMT. P.R.D.C.T CAB. -Y-, PG. 388 P.R.D.C.T. k Ll 14*32-*04* R = 187.481 IRF L = 47.56' 15' DRAINAGE ESMT.(PRIVATE) 35' WATER & ITARY SEWER EASEMENT t CO-- M62*322rE CAB. "Y", PG. 388 -CAB, -Y-, -F . 388 C = 47.,W P.R.D.C.T, j C C P.R.D.C.T. 1 T = 23.911 1O'X1O` WATER EASEMENT 5f8L R. F CAB. -Y, PC. 388- P.R.D.C.T. I I I I VARIABLE WIDTH COSERV EASEMENT INST, NO. 2008-85531 D.R.D.C.T. 30' ACCESS & ry CURVE TABLE — EMERGENCY EASEMENT 24' ACCESS & CAB. 'Y', PG. 388 EMERGENCY EASEMENT NIO. RADIUS DELTA ARC, CH. BEARING CHORD P.R.D.C.T. M. "r, PG. 388 Ci 1 'XIV WATER EASEMENTiSq 21.127 64!28'25" 23.77' S 03`01'4S W 22Z31 CAS. "Y', PG. 3B8, P.R.D.C.T. 25'48'1 S' 69.81' S 2T21'4V' W 69.22' C2 155.00, IV DRAINAGE ESMT. (PR =C13 . .77.00' 51-19-45' 68.95' S 3907'36' W 66.70' CAB. 'Y, PPG.R.D. T. t2'30* E — 527. I XF ZONING DESIGNATION. LIGHT INDUSTRIAL 518" I.R.F, LOT j, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION LINE TABLE — CAB. -Y', PG. 388, P.R.D.C.T. BEARING j DISTANCE FINAL PLA T S 09*2742� W A eA05S;jA14 ZaA"TIVA44. 5o&3-76P 4SW'501"I: 34.,t,4 4&rq1*44*'_'LEW1SV1LLE TOWNE CRO49SING ADDITION sles7sAr LOTS 4R & 8Ry SLOWK A 15.3800 A CRES ZONING DESIGNATION: LIGHT INDUSTRIAL SURVEYOR BEING A REP LAT OF ALL OF LOTS 4 & B.. BLOCK A OF OWNER LEWISVILLE TOWNE CROSSING ADDITION WEBERIINLAND AMERICAN LEWISVILLE TC LAWRENCE A. CATES & ASSOC., LLP LIA41TED PARTNERSHIP 14800 QUORUM DRIVE, SUITE 200 T. WILSON SURVEY ,o ABSTRACT NO. 1352 16000 DALLAS PARKWA)� SUITE 300 DALLAS, 7X 75254 DENTON COUN7Y. TEXAS DALLAS, TX 75248 CONTACT- MICHAEL L. CLARK, P.E. CONTACT MARK DAVIS PHONE (972) 585-2272 AIL 28, 20 10 PHONE. (972) 739-8400 FAX., (972) 980-1627 FILED.-__— FAX. (972) 7J9-8491 --------- P. R.AC. T. LEGEND XS - ')<' SET XF - "X7 FOUND I.R.F. - IRON ROD FOUND CM - CONTROLLING MONUMENT I.R.S. - IRON ROD SET DOC. NO, - DOCUMENT NUMBER CAB. PG. - CABINET PAGE D.R.D.C.T. - DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS ESMT. - EASEMENT W.E. - WATER EASEMENT D.E. - DRAINAGE EASEMENT S.S.E. - SANITARY SEWER EASEMENT - EXISTING EASEMENT TO BE ABANDONED BY THIS PLAT PA GE / OF P Filed fov Rc_-vp� ?;Sf: Denton ikvnt_4 NI: kbtf 6-5�2rlliu'," et 03:39P As a plat LE01SV1LLB _T0UuE CROSSING ADDITIN"i FIRAL -,L Dzc Numbe'-; No of -2 A u rl RecaiDt NuMbar - 653221-12 ;" v, r DENTON. Doc, MOV00007105/05/Z010. V/Pr .000007102010 Pa,eve I of 2 u I V N ce jZ C LEV D 2 lghgb is iv` 2-0`07`51" W 367 20iXg! 47,40', -1,5" F g M, . . . . . . . . it f ORAPHIC, SCALE - - - - - - - - -- - - - - - - - J_ Do iv 20 1,10- 7 P-0 f 25' SIUILDINC- LINE—' 11'07� XSj7 ES Sg�VOY- 20' D.-E. (PPI F LF E 0" w?, TER Z43!- tf �PRIVATC i 15 Da, (PRIVATE" 1//, T-r) k �Ilin 7i fl� I_Dac� No,, 20iO-7i. Ti� C! DOC, A!0. 2010-11,•5," 66"Oe?"37P 24' ACCESS 4: EVERC-ENC /V 7 iS 20' D.F. (PRIVA,7FI 140. 20107r - NC, 2010- 7 DRNWAGE 6 01 0 r "Y", PG. 335 ACCESSS ZONING DESIGNATIC;": h3 LIGHT 1AE5USTf?iA' 518" 15,x 15, WATER ESM7-. Ikb_ DOC. NO. lqqbw& 2010-71, 00"01� 75'x40' WATER ESMT -woDac. Na 4c, 10-71 0 - - - - - - - - - - - - ---- DRAIN,GE F AC LEINSViLLE' TOWNE L 0.,, 6900 A v lt:i CROSSING ADDITO/V AC, OC NO, 2010-7, IIIAYEH SANITAF�' SEI'VER Sul", OCWR,-� A V No. 20 t 1 16 D.E. (PRIVATE) ZONING DESIGNAROiv: U0 N-4 36'ACCESS & EMERGENCY ES111T 6 2 <5 LIGHT INDUSTRIAL zz TJ4 DOC. Na. 2010-71, LOT 1, BLOCK A L tgR-- I 15'x25' WATER 'PRTVATE)---� I P.R.D.C.T 10 24' ACCESS Y ESVT EASEMENT I v D.E. 00 LEWISWLLE TOWNE 06 ;02Z DOC. NO. 2010-71, - M co Lj DOC. NO. 2010-71, P.R. C.7. ARALOCK A 20' D.E. (PRIVATE) 15' WATER EASEMENT bo CROSSING ADDITION co DOC. NO. 2010-7L P.R.D.C. T DOC. NO, 2010 71 CAS 'Y", PG 388 -u-) TER SANITAR ESMT, 10 X30, W. E. P.R.D.C.T DOC NO 2010 1 !2 1 AIL A DOC, NO. 2070-71 15' WATER EASEMENT 35' WA P.R.D.CT P.R. -71, DOC. NO. 2010- P.R. A C. T IS- D.E. (PRIVATE) P.R.D.C.T, 15- WATER EASEMENT P.R.6.C. _:SMT. 03 5- 10, U.E. ACCESS 00 CAB� *Y", PG. 388 30' ACCESS Y ESMT ESMT. 06 '20' U.E. S 29*1230* E P.R.D.C.T. Na,2010-71, D.C.T.f5.00' (PRIVATE} .518" 1. R.F. COSERV EASEMENT DOC Na, 2010 VARIABLE WIDTH 1 0,x 10, W, E. _71 00, �_S �2119'121 E (PRIVATE) _1�� - -7 '!��15.22, 21`6.83 D 3 , r, 1P 118-50' 24� 23.0 INST. NO. 2008255.T1 _j 6 16 I.R.F. U 11 1 D. C �P.R.t1C.T. PART OF LOT 6R, BLOCK 'A' 24' 10) to 41.8, T14-,k L- �-J�.22- 84.8 1 T15 L L - - - - - - OVVNIE CROSSir!E; ADDITICH-1.1 E8 �2 < DaC. -.M. 201D-71, E3 46' 1 2u_1 42.8- TI 5 __J-�i J _j ACCESS > - - - - - - - - - - 1 11.1050 AC. E4 rE,5 "21.61X28' 3?4q� ACC C & EMERGENCY ESMT COSERV, ESMT. ESMT. 16. FND. X VARIABLE WIDTH COSERV EASEMENT VARIABLE WIDTH DOC. NO. Z U-1'7, 1-.XU-C-T INST. NO. 2006-85531 VARLA 3 WIDTH COSERV. ESMT. F_ __j T INST. NO. 2008-85531, D.R.D4.1 ;T D.R.D.C.T. IN' NO, 008-85531 _z_ - - - - - - - - - - - - - - - - �',77 -7 T > T 20' D.E. 37 WATER tt RIA WIDTH C2 _ DOC. NO. 20 -71, SoINITARr SEVIER COSERV SEMEN ' 4- - - - - - - - - - - - 8R- ESUT ' INST NO. 008- 7s31 m DOC. NO. D.R.D.C.T P.R.D.C.T EMERGENCY EASEMENT WATER 2010-71, 24' AOCESS & 71, 15' S�S.Ej to re> �Oc. 20 CAB. "Y", PG. 388 P.R. T. P.R.D.C.T. 25' BUILDING1 6 E7 pv 4- -CAS. WATER LINE EASEMENT LINE 15- WATER I PG' 335 VOL 5082, PG. 922 ASEIIIEN1 1,0T81R I 4�1 RfU.C.T. SECTION 11, DA.D.C.T. C No j �P.R ED 2010-71,1 11 ZONING DESIGNATION: 01.5877 AC. N. D.G.C.'. LOT 8R- LIGHT INDUSTRIAL LOT 2, BLOCK A 15, DRAINAGE A C3 LEWISOLLE TOWNE { I } 6 DETA A EASEMENT 30' ACCESS & CROSSING ADDITION (PRI)�A FART OF LOT BR, BLOCK -A' It C. NO. 201( EVi'ISVILLE �OWNE CROSSING AVE)IT!0N Y EASEMENT CAB. "Y", PG. 388 T T C4 24' ACCESS 4' EMERGENCY, MIT. ACCESS CAB. "Y� PC. .388 INP. x P.R.D.C.T Doc. NO. P.R. D. C�7- 15' WATER EASEMENT DOC, NO. 2010-71, P.R.D.C.T H-, � SCALE: 01 14.0547 A VARIABLE COSERV EASEMENT x CAB. 'Y", PG. 388 T. 20 SANITARY SEWER (T /AIST. NO. 08-85531 DRDCT P.R.D.C.T. f5'X40' WATER ESMT DOC, NO, 2010-77, 25' S.S.E. P.R.D.C.T DOC. NO. 20 7 1, D. R. D. C, T CAB. "Y-, 60*47'30" E -44-77' 8 1 .1 1 R.F -.dew MD. X *47, PG. .38 i.R.F )v 2,9'12'30" w - 22&05' 1) 1 P.R.O.C.T L 4- _____J L S .50 w FXD X .00, �.r I L_ � 2.9*12'30" E 5,N(.02" tX 5 29�12`30 E 7 164. I;p 1- 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 60-47'30- E JO' ACCESS & EMERGENCY EASEMENT FNDI x IND. L 10 'Y", PG. 386 1 >> _j CA&. FND. x 62.25 " I I I > 2.9 S 60#473 W - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - x 129- 6' FND.; rq > 16.66' EASEMENT LINE TABLE 30' ACCESS FIVA X S 29# 12`30" E - 246-32' VARIABLE WIDTH COSERV. ESMT. INST. NO. 2008-85531, D.R.D.C.T. 20' SANITARY SEWER EASEMENT CAB. 'Y', PG. 388 :�_41-VARIABLE WIDTH COSERV. ESMT. I INST. NO. 2008-85531, D.R.D.C.T. 30' ACCESS & EMERGENCY ESMT. CAB, "Y", PC. 388 P.R.D.C.T., { # I ,s •✓�^^'� { - I ; 15' WATER EASEMENT AS. . PC. 388 P.R.D.CJ. ZONING DESIGNA770N. LIGHT INDUSTRIAL 107' 7, BLOCK A 15' WATER EASEMENT LEWISVILLE TOWNE CROSSING ADDITION B. *y", PG, 368 CAB, 'Y" PG. -388 P.R.D.C.T. 30' ACCESS & EMERGENCY ESMT. CAB. "Y', PG. 388 P.R.D.C.T. T 25' DRAINAGE EASEMENT PRIVATE) I CAB, `Y% PG. 388 P.R.D.C.T, BOUNDARY LINE TABLE NO. BEARING DISTANCE Ll N 80*32'18" -W 32.00' L2 NI 09'27'42" E 12.84' ------------- 1_3 N 2091.2,30` W 14.25' EMERGENCY ESMT. CAB. "Y". PG. 388 WATER EASEMENT �Y. PG, 388 L - P. D.C.T. m< 30' DRAINAGE ESVT (PRIVATE) 15' ELECTRIC LINE EMENT CAE, 'Y", PG. 388 TO DENTON COUNTY ELECTRIC COO TIVE INST. NO. 2006- 1837 D.R. T, 15' DRAINAGE ESMT. (PRIVATE) CAB. "Y, PG. 3843 1 P.R.D. C. T L CAB WATER EMENT CAB. "Y" , PG� 3 I.R.F. P.R.D.C.T. 24' ACCESS to EMERGENCY ESMT. C5 F CAS. "Y', PG. 388 P.R.D.C.T. All LR.F* 15' DRAINAGE ESMT VA W ER & SANITARY 35JR EMENT ^Kor 't A jf CAS. "Y", PO. SE C6 P. R.D. C. T CAB. -Y', PG. 388 P.R.D.C.T. Mw 518- LR.F 10'X10' WATER EASEMENT CAB. -r, PG. 386-, 101 P.R. D. C. T. VARIABLE WIDTH COSERV FASEME tx I ST. Na. 008 Ut N N D.R.D.C.T. 30' ACCESS & 15' DRAINAGE ESMT. (PRIVATE) EMERGENCY EASE 4' ACCESS &CAB. 'Y, PG. 388 CAB. -Y-, PG. 386 ERGENCY EASEMENT t P. R. D.C. T. T. P.R.D.C.T. "Y", PG. 388 7- 1, tTl P 7 NIT 388 P_ D-C-T. S',260230" E 327.71 1 519- I.R.F ZONING DESIGNATIOM- LIGHT INDUSTRIAL LOT j, BLOCKA, Uvyj5v1U_ YuPriva fhv,,SwvU ,ADDITIC71, CAB. "Y-, PG. 388, P.R. D. C. T CURIE TABLE LE EASEMENT CURVE TAB BOUNDARY N, 26-50i'43" W 43OZ7 S 22*2 491 W C4•S 21.12' 64�28'25` 03#01'43" W 22.53$ W32*04" 47.56' N 6Z3223` E 14.25 5'789.58' 04!07'09"• NO. BEARING DISTANCE T1 N 59* 12'30" W 12.19' T2 N -60*47'30" E 17.32' T3 S 59-12'30" E 12.19' T4 S 60!47"30" W 17.32' T5 N 6947'30" E 15.61' T6 S 29* 12'30" E 10.55' T7 S 6947'30" W 9.52' T8 S 6947.30- W 13.60' T9 N 60*47'30" E 13.60'_ TI 0 S SV47'30" W 21.60' 1 N 674730" E 21.601 _T1 T12 S 60*47'30" W 3.60' T13 N_60'47'30" E 3.60' T14 N 29-12'30" W 28-00' T15 S 29*12'30" E 28.00' T16 N 29* 12'30" W 24.00' T17 N 60*47'30" E 13.41' T18 S 60'47'30" W 20.01' T19 N 70*38'47" W 17.35' T20 N E 20.0 1' S _0'47'30" 70�38`47- E 1 17. Z1 5 NOTES: I.BEARINGS SHOWN HEREON ARE E 3kSEDUPO'N'TrMRTH LINE OF LEWISVILLE TOWNE CROSSING i, ADDITION, AN X_ MIN TO THE CITY OF LEWISVILLE, RECORD DED AN _CAMET V, PAGE 388, OF THE PLAT RECORDS OF DENT( -0i; COURITY, TECS, 2. THIS PROPERTY LIES; ENTIRELY W -=*4N_7FE 9;ASRk WiLLS EXTp_k TERRITORIAL JURISDICTION OF TP 4E VTY "OF tr-C"ffil-r- 3. THIS PROPERTY LIES 'ENTIRELY I ATTHIN THE DENVI)V COUNTY FRESH WATER SUPPLY DISTRICT NO. il F. 4. AJNLESS SPECIFICALLY LABELED OTSTJ--AR THEVM -EASEMENTS AND SANITARY SEWER EASEMENTS SH0WM*A_X0NW DEDICATED TO THE DENTON COUNTY FRESH WATER SLZVPPLYDwRICTf,1s1_), IF. j 5. THE DRAINAGE EASEMENTS SHOWNYN, HEREON AS`VW-qE* ARE FOR THE BENEFIT OF AND USE BY THI-HE OWNERS OF WT 6R AND LOT 9, BLOCK A OF THIS LEWISVILLE TC,*OWNE CROSSING ON. B. THE DRAINAGE EASEMENTS SHOV. V4 HEREON AS'TMJC" ARE DEDICATED TO THE DENTON COUNTY FRESH i WATER 'SUPPLYDSTRICT NO. IF- 7. VARIANCE PUBLIC WATER LINES ARE. -NOT W-OW01, TO BE WITHIN `GRASS ONLY" AREAS. 8. THIS PROPERTY WILL BE SERVED I By CITY OF L90,*.LLE WATER. DEVELOPER WILL PROVIDE MAST& '-R WATER UEtw VM CITY OF LEWISV11111 DETAILS AND PER WATER AGREEk 4ENT DATED 4WM.y 28, 2008. ALL WATER LINES AND METERS ON Tf 'HEVODE OF IK- hASTER METERS AR --- PROPERTY OF THE -FRESH WATER 14 DISTRICT. FLOOD NOTE* ACCORDING TO THE 'FEDERAL EMERC 3MCY W94GEW.Rf AGENCY -• INSURANCE ADMINISTRATION - NATIC )MAL FLOOD #&IM4KICE PROGRAM - FLOOD INSURANCE RATE MAP - F.I. -P-M. - FOR MON COUNMTY, TEXAS COMMUNITY PANEL HOO NO. 48121 DOO C056C :) G, REOSED "DW' APRIL 18, 20 PROPERTY SWN HEREN ES N( 'T'LiE - WffMN Jr AREA OF 100 vibmmough LEWISVILLE *17O'*WNf-. CR0SS1N(.'7"_ ADDITION LOTS 8R-1, 8R-1111c? & 8R-Jj, 0011-u-'CK A' -0-t I.J.53c,331 A''-,, ZONING DESIGNA Tj 10N.- 1WHT INDUSTRIAL BEING A REPLA T OF AL �L OF�gf 8R. BLOCK A OF LEWSKLLE TLC W-f CfdS,%V ADD1770M T. WLSON SURVEY "/# ABSTRACT NO. 1352 X DENTON OWN7Y, V AS'i MA Y 29, 2012 FILED: Dc t.:!Cm No. p.F.R.D.C.T.. PAGE I OF 2 NO. RADIUS DELTA ARC CH. BEARING El 24.00'374'1 08" . 1578 N 41572 1 5' .0 A E2 24.00: 3 -P 4 0 "18 15.78` N 79'3739" E 15.50' E3 20.00' 78'2858" 27.40' N 211 *33'0 1 " E 25.30' records CA-- on m;, f.*Qunb,� E4 10.00' 32*4722" 17.72 N 68'2V5V" W 92.53' ra 3 S' E5 10.00' 90*00'00" 15.741' N 74� 14!30" W 14.14 A, C, E6 10m, 90*00,00" 31.42' N 74� 12'30' W 28.28' 0 WNER ENGINEER SURVEYOR 25t E77 28.28' EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 THE BOUSQUET GROUP, INC. 501 S. CARROLL STREET, SUITE 201 DAVID PETREE 11015, MIDWAY ROAD 10.00' 90*00,00 31.4.2' N 15-47-30" E E8 10.001 90,00,00 15.71' N 7412'30` W 14.141 AUSTIN, TX 78701 CONTACT:. -DAVID ROBERTS DENTON, TX 76201 CONTACT. TRAVIS J� BOUSQUETI, P.E. DALLAS, TX 752n CONTACT: DAVID PETREE R.P.L�S. ",um 1,62 5c9 1110.00, 101*2G*5511 17.69' N 1 0!t07'03" E 15.47� P14ONE: (512) 682-5500 PHONE-♦ (940) 566-0088 PHONE: (214) 558-4500 FAX: (21411 358-4600 FAX: (512) 682-5505 FAX. (940) 566-'0008, 20.00t 78-39"05- T7_27.45' N 79-5f 57l' W 25.,35* Now -twmwomm OWNER'S CERTIFICATE OWNER'S CERTIFICATE OF DEDICATION SURVEYOR'S CERTIFICATION STATE OF DENTONCOUNTY OF NOW •. THAT #- LEWISMLLF, LTD. IS THE OWNER OF • OR - WILSON SURVEY, ABSTRACT NO. 1352, DENTON COUNTY, TEXAS AND BEING ALL OF LOT 8R, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA —TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN DOCUMENT NUMBER 2010-71, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD FOUND FOR CORNER AT THE NORTHERNMOST END OF A CORNER CLIP AT THE INTERSECTION OF THE NORTHERLY RIGHT—OF—WAY LINE OF WINDHAVEN PARKWAY (VARIABLE WIDTH RIGHT—OF—WAY) AND THE EASTERLY RIGHT—OF—WAY LINE OF JOSEY LANE (120—FOOT RIGHT—OF—WAY), SAME BEING THE BEGINNING OF A NON —TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 5,789.58 FEET, A CENTRAL ANGLE OF 04' 15' 36" A CHORD BEARING OF NORTH 26' 59' 43" WEST AT A DISTANCE OF 430.37 FEET; NORTHWESTERLY ALONG THE ARC OF SAID NON —TANGENT CURVE TO THE LEFT, ALONG THE EASTERLY RIGHT—OF—WAY LINE OF JOSEY LANE AND THE COMMON WESTERLY LINE OF SAID LOT 8R, FOR AN ARC DISTANCE OF 430.47 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; 1AENCE NORTH 29* 07' 51" WEST ALONG THE EASTERLY RIGHT—OF—WAY LINE OF SAID JOSEY LANE AND THE COMMON WESTERLY LINE OF SAID LOT 8R FOR A DISTANCE OF 367.10 FEET TO AN 'X" FOUND IN CONCRETE AT THE COMMON CORNER OF THE MOST WESTERLY NORTHWEST CORNER OF SAID LOT 8R, SAME BEING THE SOUTHWEST CORNER OF LOT 4R, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN DOCUMENT NUMBER • OF RECORDS OF # NORTHTHENCE ,i i EAST DEPARTING i OF • JOSEY LANE ALONG SOUTHERLYOF i LOT 4R AND COMMON TO THE NORTHERLYOF D 8R, FOR A DISTANCE OF •• ;0 FEET TO A CONCRETEf i AT THE BEGINNING OF TO THE LEFT HAVING A RADIUS OF if A CENTRAL ANGLE OF 51' 19' 48", A CHORD BEARING OF SOUTH 35* 07' 36" WEST, AT A DISTANCE OF 66.70 FEET; NORTHEASTERLY ALONGOF i TANGENT CURVE TO THE LEFT ALONG• # OF • LOTS 8R FOR AN ARC DISTANCE OF 68.98 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE NORTH 09* 27' 42" EAST CONTINUING ALONG THE COMMON LINE OF SAID LOTS 4R AND 8R FOR A DISTANCE OF 82.94 FEET TO AN "X" FOUND IN CONCRETEFOR • THENCE NORTH 80' 32' 18" WEST CONTINUING ALONG THE COMMON LINE OF SAJD LOTS 4R AND 8R FOR A DISTANCE OF 32.00 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; THENCE NORTH 09` 27' 42" EAST CONTINUING ALONG THE COMMON LINE OF SAID LOTS 4R AND 8R FOR A DISTANCE OF 12.84 FEET TO AN Y' FOUND IN CONCRETE AT THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 155.00 FEET A CENTRAL ANGLE OF 25 48' 13" A CHORD BEARING OF SOUTH 22' 21' 49" WEST AT A DISTANCE OF 69.22 FEET; NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT FOR AN ARC DISTANCE OF 69.81 FEET TO AN "X" FOUND IN CONCRETE FOR A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 21.12 FEET, A CENTRAL ANGLE OF 64� 28' 25-, A CHORD BEARING OF i i i DISTANCE OF NORTHWESTERLY A• OF SAID REVERSE CURVE TO THE LEFT FOR AN ARC DISTANCE OF TO CONCRETE#: • FOR CORNER; THENCE NORTH 29" 12' 30" WEST CONTINUING ALONG THE COMMON LINE OF SAID LOTS 4R AND 8R FOR A DISTANCE OF 14.25 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER IN THE SOUTHERLY LINE OF LOT 2, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, TEXAS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN CABINET Y, SLIDE 388 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 60® 47' 30" EAST ALONG THE COMMON LINE OF SAID LOTS 2 AND 8R FOR A DISTANCE OF 44.77 FEET TO A 5/8 INCH IRON ROD FOUND AT THE SOUTHEASTERLY CORNER OF SAID LOT 2; THENCE NORTH 29' 12' 30" WEST ALONG THE EASTERLY LINE OF SAID LOT 2, BEING THE COMMON WESTERLY LINE OF SAID LOT 8R FOR A DISTANCE OF 226.05 FEET TO A 5/8 INCH IRON ROD FOUND FOR THE NORTHEASTERLY CORNER OF SAID LOT 2 IN THE SOUTHERLY RIGHT OF WAY LINE OF STATE HIGHWAY 121 (A VARIABLE WIDTH RIGHT OF WAY); THENCE NORTH 50° 55' 00" EAST DEPARTING THE COMMON CORNER OF SAID LOTS 2 AND 8R ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID STATE HIGHWAY 121 FOR A DISTANCE OF 44.12 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; THENCE NORTH 55. 16' 21" EAST, ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF SAID STATE HIGHWAY NO, 121 AND COMMON TO THE NORTHERLY LINE OF SAID LOT 8R, A DISTANCE OF 118.03 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAME BEING AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 187.48 FEET, A CENTRAL ANGLE OF 14' 32' 04", A CHORD BEARING OF NORTH 62' 32' 23" EAST AT A DISTANCE OF 47.43 FEET; NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF SAID STATE HIGHWAY NO, 121 AND COMMON TO THE NORTHERLY LINE OF SAID LOT 8R, FOR AN ARC DISTANCE OF 47.56 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAME BEING THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 187.48 FEET, A CENTRAL ANGLE OF 14' 32' 04", A CHORD BEARING OF NORTH 62' 32' 23" EAST AT A DISTANCE OF 47.43 FEET, NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY NO. 121 AND COMMON TO THE NORTHERLY LINE OF SAID LOT 8R, FOR AN ARC DISTANCE OF 47.56 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE NORTH 55' 16' 21" EAST, ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY NO. 121 AND COMMON TO THE NORTHERLY LINE OF SAID LOT 8R, A DISTANCE OF 130.17 FEET TO THE NORTHEASTERLY CORNER OF SAID LOT 8R, SAME BEING THE NORTHWEST CORNER OF LOT 3, BLOCK A OF SAID LEWISVILLE TOWNE CROSSING ADDITION; THENCE ALONG THE EAST LINE OF SAID LOT 8R, BEING THE COMMON WEST LINE OF LOT 7, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET Y, SLIDE 388 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS, THE FOLLOWING COURSES AND DISTANCES NUMBERED (1) THROUGH (10): 1) SOUTH 29- 12' 30" EAST, A DISTANCE OF 327.78 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 2) SOUTH 60' 47' 30" WEST, A DISTANCE OF 360.33 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 3) SOUTH 29` 12' 30" EAST, A DISTANCE OF 129.66 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 4) SOUTH 60® 47' 30" WEST, A DISTANCE OF 33.00 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 5) SOUTH 29' 12' 30" EAST, A DISTANCE OF 374.02 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 6) SOUTH 60' 47' 30" EAST, A DISTANCE OF 62.25 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 7) SOUTH 29- 12' 30" EAST, A DISTANCE OF 246.32 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 8) SOUTH 60® 47' 30" WEST, A DISTANCE OF 16.66 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 9) SOUTH OX 07' 20" WEST, A DISTANCE OF 78.35 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; 10) SOUTH 29- 12' 30" EAST, A DISTANCE OF 164.04 FEET TO AN 5/8 INCH IRON ROD FOUND FOR CORNER, BEING THE SOUTHWEST CORNER OF SAID LOT 7 IN THE NORTHERLY RIGHT—OF—WAY LINE OF SAID WINDHAVEN PARKWAY; THENCE SOUTH 60` 50' 28" WEST, ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID WINDHAVEN PARKWAY AND COMMON TO THE SOUTHERLY LINE OF SAID LOT 8R FOR A DISTANCE OF 307.55 FEET TO A 5/8 IRON ROD FOUND FOR CORNER; THENCE SOUTH 67* 36' 32" WEST, ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID WINDHAVEN PARKWAY AND COMMON TO THE SOUTHERLY LINE OF SAID LOT 8R FOR A DISTANCE OF 113.56 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE SOUTH 6V 02' 39" WEST, ALONG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID WINDHAVEN PARKWAY AND COMMON TO THE SOUTHERLY LINE OF SAID LOT 8R FOR A DISTANCE OF 69.00 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER, BEING THE SOUTHERNMOST END OF A CORNER CLIP AT THE INTERSECTION OF THE NORTHERLY RIGHT—OF—WAY LINE OF SAID WINDHAVEN PARKWAY AND THE EASTERLY RIGHT—OF—WAY LINE OF SAID JOSEY LANE; THENCE NORTH 69. 23' 12" WEST, ALONG SAID CORNER CLIP FOR A DISTANCE OF 47.41 FEET TO THE POINT OF BEGINNING AND CONTAINING 13.5391 ACRES OF LAND, MORE OR LESS. NOTE EACH OF THE OWNERS RESERVES UNTO ITSELF THE RIGHT TO UTILIZE THE EASEMENT AREAS DEDICATED BY IT HEREON FOR PURPOSES WHICH DO NOT CONFLICT WITH THE APPLICABLE EASEMENT DEDICATED HEREON INCLUDING, WITHOUT LIMITATION, THE RIGHT TO USE SUCH EASEMENT AREAS FOR PAVING, CURBING AND LANDSCAPING; PROVIDED, HOWEVER, THE UNDERSIGNED OWNERS SHALL NOT, WITHOUT THE PRIOR WRITTEN CONSENT OF THE EASEMENT HOLDER, HAVE ANY RIGHT TO CONSTRUCT OR MAINTAIN A BUILDING WITHIN ANY SUCH EASEMENT AREA. NOW THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT, EOP LEWISVILLE, LTD., THROUGH THE UNDERSIGNED AUTHORITIES, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEWISVILLE TOWNE CROSSING, LOTS 8R-1, 811-2 & 8R-3, BLOCK A. AN ADDITION TO THE EXTRA —TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, DENTON COUNTY, TEXAS, AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON DEDICATED TO THE CITY OF LEWISVILLE; AND DO HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF THE CITY OF LEWISVILLE ETJ, THE CITY OF LEWISVILLE OR DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1 A AS INDICATED ON THE PLAT AND ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME, WITH THE EXCEPTION OF ANY USERS FOR TELECOMMUNICATION, CABLE TELEVISION, OR ANY OTHER COMMUNICATION USES; THESE EXCEPTED USES BEING RESERVED UNTO CASTLE HILLS DEVELOPMENT CORPORATION OR ITS FUTURE GRANTEE OR ASSIGNEE. NO BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENT STRIPS ON SAID PLAT. THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN EASEMENT HAS BEEN DEDICATED SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR' OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIPS, AND THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN EASEMENT HAS BEEN DEDICATED SHALL AT ALL TIME HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SIDE EASEMENT STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. A BLANKET EASEMENT OF A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL FIRE HYDRANTS AND A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL OTHER APPURTENANCES (FIRE HYDRANT VALVES, WATER METERS, METER BOXES, STREET LIGHTS) IS HEREBY GRANTED TO THE CITY OF LEWISVILLE FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING AND MAINTAINING THE ABOVE NAMED APPURTENANCES. WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT. HOWEVER, NOTHING IN THIS CERTIFICATE OF DEDICATION SHALL BE DEEMED TO HAVE DEDICATED OR GRANTED AN EASEMENT OR RIGHT TO ANY PUBLIC OR PRIVATE ENTITY FOR TELECOMMUNICATION, CABLE TELEVISION OR OTHER COMMUNICATION USE. ALL LOTS IN THE SUBMISSION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING SETBACK LINES SHOWN ON THE PLAT. •. N A TEXAS LUI I ELPARTNERSHIP 0; REPRESENTATIVE NOTARY STATE OF TEXAS COUNTY OF S tdt S BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DAVID ROBERTS, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS THE ACT OF DAVID ROBERTS AND FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER My HAND ANP SEAL OF OFFICE ON THIS DAY OF , 2012. OT PU LIC IN AND FOR THE STATE OF TEXAS `adaaioeard®r` rz;n Notary PU%IIC. �uiSt@ 0`i T@Xa^S my Cam+xaission Expires MY COM IS IO EXPIRES ' pFaFt£�4' rrr,®eaaea° February 0$, 213 CONSENT AND AGREEMENT OF LENDER COMPASS BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING AND (11) ITS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. 0T0iT,1:q1wwW YA , M-1 TITLE: STATE OF TEXAS COUNTY OF DALLAS BEFORE: ME HE NDE I D AU ORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAM 1 UBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UDR MY HAND AND SEAT. OF OFFICE ON THIS It DAY OF __ , 2012. I I A i_ A A 1, DAVID PETREE, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN COMMISSION OF THE CITY OF LEWISVILLE& TEXAS. DAVID PETREE, R.P.L.S. REGISTERED PROFESSIONAL SURVEYOR NO. 1890 �e ... VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 III. PLAN SUBMITTAL AND APPROVAL PROCEDURES: FOR THE BRIGHT RANCH DEVELOPMENT, THE FOLLOWING PUBLIC PARK CRITERIA (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SITE (B) PARKS LOCATED IN THE 100 YEAR FLOOD PLAIN. (C) PARKS THAT CONTAIN LAKES, CREEKS OR WATER DRAINAGE COURSES THAT ENGINEERING STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. (D) PARKS THAT ARE LESS THAN ONE ACRE. (E) PARKS HAVING UNUSUAL TOPOGRAPHY OR SLOPES. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONSTRUCTION PERMITS WILL NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS —STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED IN THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL 13E USED ON ALL STREETS AND ALLEYS. (B) SIDEWALKS —SIDEWALKS WILL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE LINES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. EASEMENTS: (A) GENERAL PROVISIONS --ALLOW A 15' EASEMENT ON ONE SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (B) WATER AND SANITARY SEWER LINE EASEMENTS A 10 FOOT SET —BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET— BACK REQUIREMENT FROM A NONPRESSURIZED UTILITY LINE EASEMENT SHALL NOT BE REQUIRED. (C) STORM DRAINAGE EASEMENTS: STREET SHALL BE CONSIDERED AN EASEMENT ADJACENT TO AN OPEN STORM DRAINAGEWAY. FIGURE 6—CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. FIGURE 7—STREET DESIGN CRITERIA RESIDENTIAL STREET, 2 LANE, 31' (B—B): ADD MAX. DEGREE OF CURVATURE OF 40 DEGREES/200' ALLOW INTERSECTION CURB RADIUS OF 20' RESIDENTIAL STREET, 2 LANE, 37' (B—B): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES/300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE: A 15' WIDE MAINTENANCE EASEMENT ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WIDE EASEMENT ALONG ONE SIDE WILL NOT BE REQUIRED ON A GOLF COURSE. DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES., ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. (A) METER REQUIREMENTS —ELECTRONIC REMOTE READ METER WILL BE ALLOWED BY THE CITY OF LEWISVILLE FIGURE 24—UTILITIES PLAN WITHIN STREET R.O.W. UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. A VARIANCES (IF ANY) FROM THE GENERAL DEVELOPMENT ORDINANCE APPROVED BY CITY COUNCIL (a "S ®''1 AM S DAVIS, CHAIRMAN DATE NING AND ZONING COMMISSION CITY OF LEWISVILLE, TEXAS OWNER rNGldVEFR EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, TX 78701 CONTACT: DAVID ROBERTS PHONE: (512) 682-5500 FAX: (512) 682-5505 THE BOUSQUET GROUP, INC. 501 S. CARROLL STREET, SUITE 201 DENTON, TX 76201 CONTACT: TRAVIS J. BOUSQUET, P.E. PHONE: (940) 566-0088 FAX: (940) 566-0008 THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF LEWISVILLE, TEXAS HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF LEWISVILLE TOWNE CROSSING ADDITION, TO THE CITY OF LEWISVILLE WAS SUBMITTED TO THE APPROPRIATE PLANNING AND ZONING COMMISSION OR CITY COUNCIL AS REQUIRED BY THE ORDINANCES OF THE C17Y OF LEWISVILLE ON THE DAY OF— 2012 AND SUCH BODY IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICATION OF STREETS, ALLEYS, PARKS, EASEMENTS PUBLIC PLACES AND WATER AND SEWER LINES, AS SHOWN AND SET FORTH IN AND UPON SAID PLAT, AND SAID BODY FURTHER AUTHORIZED AND ACCEPTED THEREOF BY SIGNING AS HEREIN ABOVE SUBSCRIBED IN THE CAPACITY STATED, LEWISVILLE TOWNE (77l'o-VOSSING ADDITION LOTS s R , . i I�' Ulk ZONING DESIGNA OINDUSTRIAL CROSSINGLEWSWLLE TOWNE •)D OSURVEY, ABSTTACT DENTON# 1 AM Y •: FILED:, 2012 DO' . PAGE 2 OF 2 SUMYOR DAVID PETREE 11015 MIDWAY ROAD DALLAS. TX 75299 CONTACT: DAVID PETREE R.P.L.S. PHONE: (214) 358-4500 FAX: (214) 358-4600 ZONING DESIGNATION: LIGHT INDUSTRIAL U11 z LOT 7, BLOCK i4' z LEWISVILLE TOWNE CROSSING ADDITION ZONING DESIGNATION. LIGHT INDUSTRIAL 30' ACCESS EMERGENCY ESMT. 30' ACCESS CAB. OY", PG. 388 .35' WATER & SANITARY M CAB. 'Y", PG. 368 EMERGENCY ESMT. P.R.D.C.T SEWER ESM17. LOT 3, BLOCK ;4' in P.R.D.C.T. CAB. Y. PG. 388 - CAB. -Y-, PG. 388 LEWISVILLE TOWNE CROSSING ADDITION 04 REF. DETAIL P.R.D.C.T. P.R.D.C.T. I CAB.'" PG. 388 THIS SHEET I P.R.D.C.T G 25' DRAINAGE ESMT. V WATER ESWT. 15' DRAINAGE ESMT. 30' DRAINAGE ESMT. 15' WATER ESMT. (PUBLIC) (PRIVATE) CAB, Y. PG. 388 (PRIVATE) (PRIVATE) 30' ACCESS & Iq- ACCESS & _&AB *Y*, PG. 388 P.R.D.C.T. CAB, 'Y, PG. 388 CAB, -Y-. PG. 388 EMERGENCY ESMT. CAB. Y, PG. 388 1 EMERGENCY ESMT. J_P.R.D.C.17. C.T. P.MD.C.T. P.R.D.C.T. CAB. "Y". PG. CAB Y PG 388 1 P.R.D.C.T. P.R.D.C.T. 7,88 301 ----------- A IT - — — — — — — — — — — — — — — — — — — — — — — — — N 29* 12 w 399.72.#-= =--- - ' "N 2746 33 W 200.00 F t-W29*12$30"W 551.68" 15' UTILITY ESMT. — — — — — — — — — _XF ------ IT il��' 2009-189 ICZ . . . ........ XF _11 . .... . — — — — _j_ DOC. NO. PA-D.C.T. -4- 2v DRAINAGE ER El PG. WATER I XF L 55'XW WATER EASEMENT C'ry 5 ki6i ESMT. TO CRY OF LEWISVILLE F 'GRASS ONLY' CAB.-Y� PG. 723 30' DRAINAGE ESMT. (PRIVATE) >M N29*12 1W 110.52' P.R,D.C.T. 15' UTILITY ESMT. 15' WATER ESMT. CAB. Y, PG. 388 P.R.D.C.T. CAB. *Y% PG WEI MMT. Y, PG. 723 CAB. 'Y*, PG. 3W 30' 15, UTILITY ESMT. S29 12`30PE 357.71j' P.R.D.C.T. (TO BE ABANDONED) P.R.D.C.T. P.R.D.C.T. EMERGENCY ACCESS 15' WATE�RPES%, 25' DRAINAGE ESMT. (PUBLIC) 15' UTIL17Y ESMT. DOC. NO. 2009-189 W. y G. 15' UTILITY ESMT. CAB. Y. PG. 3W GARY PG. 723 CAB. Y, PG. 388 P.R.D.C.T. P.%D.C.T. P.R.D.C.T. P.R.D.C.T. P.R.D.C.T. 30' WATER CAB. Y. PC 723 Ll I P.R.D.CJ. P.R' T. fr) C" SANITARY SEWER ESMT. SANITARY SEWER ESMT. 10'x5O' WATER ESMT. C; CAB. Y, ' Q//, CAB."Y*, PG. 723 r CAB. Y, PG. 388 P.R.D.C.T, 151 UTILITYESMT.LS F.RiI 7CT. XF P.R.D.C.T. CAB. Y, PG. 723 10, UTILITY P.R.D.C.T. ESMT. 15' DRAINAGE ESMT. 15' SANITARY SEWER ESMT.-, I . "Y" PG. 3w C P.R.D.C.T. �iwNiV UTILITY ESMT. P.R.D.C.T. AB. Y, M. 723 1 27' ACCESS I r EMERGENCY ESMT. 1Vx6O` WATER ESMT. . NO. 2009-84817 Y. PG. 388 2Vx2V A.T.&T ESMT. W. Y, PKG. 723 D.R.D.C.T. WATER ESMT. PAZ.C.T. CAB. Y, PG 7231 t } i CAB. Y*. PG. 3w��/ P.R.D.C.T. -4--J P.R.D.CT. PRD.C.T. tf IV UTILITY ESwr. 10'X10' WATER ESMT. XF 25 DRAINAGE ESMT. 15' UTILITY ESMT. CAB. Y, PG. 723 1 1 1-1 %CAB. CAB. Y, PG. 723 1 CAB. Y, PG, 723 CAB. 'Y*, PG. 3W P.R.D.C.T. P.R.D.C.T. ESMT. ► MT231SANITARY IT 110 -52 15 CAB ESMT . (PUBLIC) P.R.D.C.T. PRD.CT. 15' SANITARY SEWER ESMT. 15' WATER ESWT. DOC. NO. 2OD9-189 P.R.D.C.T. (0 I CAB. Y, w PC. 388 1w WATER ESMT. 95 UTILITY ESMT. P.R.D.C.T. . Y, PG. 723 CAB. Y. PG. 388 IVX35' WATER ESMT. P.R.D.C.T. 1V DRAINAGE Ew. P.R.D.C.T. Z - CAB. Y, PG. 723 P.R.D.C.T. L'lid (PRIVATO CAB. Y, 15' WATER ESMT. # M P.R.D.C.T. in I CAB Y. PC, 388 20' WATER LINE ESM`r. 04. 20' DRAINAGE ESMT. (PUBLIC) 30' ACCESS & EMERGENCY ESMT. 30' ACCESS P.R.6.C.T. VOL 5082. PG. 9 CAB. Y. PG. 723 W. Y, PG. 7223 P.R.D.C.T. A014 EMERGENCY ESMT. SECTION It P.R.D.C.T. IN I I CAB. Y. PG. 388 15' UTILITY ESMT. 15' UTILITY ESMT. Olt 0. PRD.C.T. CAS, Y, PG, 723 P.R.D.C.T. PG. 723 / : - 7f P.R.D.C.T. Q1 :0'c IV WATER ESMT. UTILITY ESMT. qll�" CAB. Y. PG 388 15' WATER ESMT. 15' UTILITY ESMT. CAB. Y, PG 723 15' DRAINAGE ESMT. lO'x3O* WATER ESMT. Pi,*MC (PI PG. M CAB. Y, PG. M CAB. Y. PG. 723 CAB. Y, PG. 388 P11.D.C_T_ RP-D*C.T. P.R.D.C.T. L — — — — — L — — — — — — — — — — — PAtD.C.T. — — — — — — I — — — — — — — — — — — — — — — — — — IV 17 v 11144':'�Iylz� 20' DRAINAGE ESMT. 3A 'F� ' (PRIVATE) CAB. Y, PG. If 15' WATER ESMT. CAB. Y, PG. 723 4Q P.R. C. . 000Y.- L _j 30' ACCMWS& 140 EMERGENCY MIT. CIT 1O'x4# WATER ESMT. P.R.D.C.T. CAB. -r, PG. 723 # CAB. Y, PG. 723 / TO DBMN COUNTY ELECTRIC COOPERATIVE 15' ELECTRIC LINE ESMT. INSTRUMENT NO. 2006-131837 XF wn L T1 4/ P.R.D.C.T. # P.R.0,C.T. 17 10,00! WATER ESMT, w 30' ACCESS & Li IV UTILITY ESMT. CAB. Y, PG, 723 CAB. Y. PG. 723--,, 1 1 1 '§� "v/' EMERGENCY ESMT. C3 '�$ P.R.D.C.T. --i PAD.C.T. OF CAB. *yr. PKG. 3wws e P.R.D.C.T. ZONING DESIGNATION: LIGHT INDUS7RIAL 2r ACCESS _"�i§ & �p- i I LOT 's-1A "s O^Ar A f EMERGENCY ESW. 'b 65 CAB. Y, M. M 12'x25' WATER ESMT. -1h I "Qy 10. 6089 ALA. LOT 5, BLOCK �4' P.R.D.C.T. CAB, Y. PG. 723 1 1 1 LEWISVILLE TOWNE CROSSING ADD17ION P.R.O.C.T. C48. 1)" PG. 388 TO DENTON COUNTY ELECTRIC COOPERATIVE Ankk� w to P. R. D.C.T 1V ELECTRIC LINE ESMT.---- LOT 9R, BLOCK 'A' z ", INSTRUMENT NO. 2006-131837 LEWISVILLE TOWNE CROSSING ADDITION 15' DRAINAGE ESMT. (PRIVATE) CAB. *r, PG. DOC. NO. 2009-189 15' UTILITY ESMT. 0- P.R.D.C.T. P.R.D.C.T PG. 723 15' WATER ESMT. P.R.D.C.T. CAB. 'r, K. 388 N, P.R.D.C.T. I I SANITARY SEWER ESMT. DOC. NO. 2009-189 CAB. Y, PG. 723 .30' ACCESS & EMERGENCY ESMT. P.R.D.C.T. P.R.1 T. I I I CAB. Y. PG. 380 T PG. 72:5 P.R.D.C.T. I IV t*Y*mLff PGESMT, W. , . 723 Zp P.R.D.C.T. 15' WATER ESMT. p 24' ACCESS & 1w UTILITY ESMT. CAB. Y. K. 3W 15' UTILITY ESMT. EMERGENCY ESMT. CAB. Y. PG. 723 CAB, Y, PG. 723 P.R.D.C.T. 15 WATER ESMT. 1--CAB. Y, PC. 723 Y. PG. 723 15' WATER ESMT. P.R.D.C.T. P.R.D.C.T. P.R.D.C.T. P.R.D.C.T. CAB. Y. PG. 388 /A P.R.D.C.T. / 1Z 15' BUILDING LINE — — — — — — — — — — — — — — — — — — — — — — — — — 15' BUILDING LINE N VICINITY MAP SCALE-1" =1000' LEWISVILLE— EXTRA TERRITORIAL JURISDICTION CASTLE HILLS PROPERTY COMPANY 'TRACT G" (89.412 ACRES) DOC. NO, 2006-153339, D.R.D.C.T UNDESIGN4TED ZONING VICINITY kAf 1"_-1000' CITY OF `\11 THE COLONY 24! ACCESS & EMERGENCY ESMT. CAB. Y, K. 723 P.R.D.C.T. 112- I.R.F IIS29 15' UTILITY ESMT. 2* V.R.F. $29*12'30r 512.50' 24� ACCESS 12 30 E 652.99 Y. M. 7231 T1__1 CM 15' UTILITY ESWT. M. 'Y*, PG. 723 P.R.D.C.T. NOTES: 1. BEARINGS SHOWN HEREON ARE BASED UPON.THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y, PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE 3. THIS PROPERTY LIES ENTIRELY WITHIN THE. DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. . 1 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PRIVATE" ARE FOR THE BENEFIT OF AND USE BY THE:OWNER OF LOT 6R-1, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. FLOOD NOTE ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL INSURANCE ADMINISTRATION - NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP - F.I.R.M. - FOR DENTON COUNTY, TEXAS - COMMUNITY PANEL NO. 48121CO560 G. EFFECTIVE DATE APRIL 18, 2011: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100-YEAR FLOOD. CASTLE HILLS PROPERTY COMPANY 'TRACT FJO (63.247 ACRES) DOC. NO. 2006-153339, D.R.D.C.T. UNDESIGNATED ZONING 2V DRAINAGE ESMT• 30' ACCESS & (PRIVATE) EMERGENCY ESMT. rp• Y, PG. 388 CAB. Y, PG. 3 P.R.D.C.T. N129*1-2'*30" W 399.72" 5'X10' WATER ESMT. 6 .07' t2 IV UTILITY ESWr. Ll 2 CAB. .C�T. Y, PG. 723 P.R.DL9 DETAIL A' UT1LffY SCALE. 1 `=30' ESMT. OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, TX 78701 CONTACT- DANIEL CAMPBELL PHONE.- (512) 682-5566 WATER ESMT. EMERGENCY ESMT. 7.5'x8O' WATER Mg. Y. PG. 388 7.5'x4V PG, EW. CAB. Y, , 388- CAB _T_. M, L P.R.D.C.T. CAB, Y, PG. 388P.R.D.C.T. POINT OF W OF P.R.D.C.T. P.R.D.C.T. 7045' WATER ESWr...l NINE CAB. *Y*, PG. 388 P.R.D.C.T. 15' WATER ESMT. CAB. *Y*, PG. .388 P.R.D.C.T. ENGINEERISURVEYOR CATES—CLARK &I ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT- MICHAEL L. CLARK, P.E. PHONE. (972) 385-2272 PURPOSE OF REPLAT: 1. ABANDON A PORTION OF THE WATER EASEMENT DEDICATED BY THE PLAT RECORDED IN CABINET 'Y, PAGE 723, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. DEDICATE TWO (2) UTILITY EASEMENTS AND ONE (1) -0 LEGEND XS — Ix" SET XF - 'X* FOUND I.R.F. - IRON ROD FOUND CM - CONTROLLING MONUMENT I-P-S. - IRON ROD SET DOC. NO. - DOCUMENT NUMBER CAB. PG. - CABINET PAGE D.R.D.C.T. - DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS ESMT. - EASEMENT EXISTING EASEMENT TO BE ABANDONED BY THIS PLAT EASEMENT LINE TABLE LINE LENGTH BEARING Ll 31311 N29*12'30'W L2 23.76' N60647'30"E L3 86.26' N29*12'30'W L4 10.00' S60'47'30"W L5 76.26' S29"12'30'E_ L 6 23.75' S60*4730"W L 7 401 $29*1230'E L8 10-00' N60*47'30'E L9 1 18.00' S29*12'30*E LIO 5,46' S60*47"30"W Lit 5.00' N60*47'30'E L12 /0.00' N29 '30"W L13 5.00' 1 N60*4730',F BOUNDARY LINE TABLE -TANGENT LENGTH BEARING TI _ 26,16' N43*41'25'E T2 _ 112,25, S71-2�36-E BOUNDARY CURVE TABLE CURVE RADIUS DELTA TANGENT CHORD LENGTH BEARING C1 100,00'1 41#52'33' 38.26' 71,47' 73.0911 N87*28'07'E C2 100.00' 47*36'54' 44.12' 80.73' 83.10'1 N84*35157E WATER EASEMENT. 6 FINAL PLA T LEWIS' S_ MILL Emw T WNE %CROSOMING ADDITION LOT un y I&*"MIA E7ml O"A & %on 10. 6089 ACRES PAGE I OF 2 ZONING DESIGNATION: LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF LOT 6R-1,, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION Filed for Record in the Official records of: DAVID COOK SURVEY ABSTRACT NO. 234 Denton Countu J.B. SHIPP SURVEY., ABSTRACT NO. 1227 Ov Jan 23)2013 at 012;33P In the T. WILSON SURVEY, ABSTRACT NO. 1352 Plot Records LEWISVIL NE CROSSING ADDITION DENTON COUNTY, TEXAS DOC Number: 2013- 19 No of Pages: 2 JANUARY 8, 2013 Amount 1001on FILED:— DOC. NO.---, P. R. D. C. T. ReceiPt Number - 994454 E91 Carmen Rubinson CCA NO. 077-00.3 1 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS, EOP LEWISVILLE, LTD., IS THE OWNER OF ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATED IN THE DAVID COOK SURVEY, ABSTRACT NO. 234, THE J. B. SHIPP SURVEY, ABSTRACT NO. 1227, AND THE T. WILSON SURVEY, ABSTRACT NO. 1352, DENTON COUNTY, TEXAS, BEING ALL OF LOT 6R-1, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN DOCUMENT NO. 2009-189, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD FOUND IN THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 121, (VARIABLE WIDTH RIGHT-OF-WAY) AND AT THE NORTHEAST CORNER OF LOT 5, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y', PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE SOUTH 29' 12' 30" EAST AND DEPARTING SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121, FOR A DISTANCE OF 512.50 FEET TO A 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE COMMON CORNER OF SAID LOTS 5 AND 6R-1, SAID ROD ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 29' 12' 30" EAST, ALONG THE EAST LINE OF SAID LOT 6R-1, FOR A DISTANCE OF 652.99 FEET TO A 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE COMMON CORNER OF SAID LOT 5R-1 AND LOT 9R, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN DOCUMENT NO. 2009-189, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS: THENCE SOUTH 60' 47' 30" WEST, ALONG THE COMMON LINE OF SAID LOTS 6R-1 AND 9R, A DISTANCE OF 666.40 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER, SAID POINT BEING IN THE EAST LINE OF LOT 7, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AND ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y', PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE ALONG THE COMMON LINE OF SAID LOTS 6R-1 AND 7 THESE THREE (3) COURSES AND DISTANCES: NORTH 29' 12' 30" WEST, FOR A DISTANCE OF 399.72 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER; NORTH 27' 46' 33" WEST, FOR A DISTANCE OF 200.00 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER; NORTH 29' 12' 30" WEST, FOR A DISTANCE OF 551.68 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER IN SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121; THENCE NORTH 43' 41' 25" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 121, FOR A DISTANCE OF 26.16 FEET TO A 'X' IN CONCRETE FOUND FOR CORNER, SAID POINT BEING THE COMMON CORNER OF SAID LOTS 5 AND 6R-1; THENCE ALONG THE COMMON LINE OF SAID LOTS 5 AND 6R-1 THESE FIVE (5) COURSES AND DISTANCES: SOUTH 29' 12' 30" EAST FOR A DISTANCE OF 357.71 FEET TO A 1/2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 41' 52' 33" AND A CHORD BEARING NORTH 87' 28' 07" EAST AT A CHORD DISTANCE OF 71.47 FEET; NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT, FOR AN ARC DISTANCE OF 73.09 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; SOUTH 71' 35' 36" EAST FOR A DISTANCE OF 113.25 FEET 1 /2" IRON ROD FOUND FOR CORNER, SAID ROD BEING THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 47' 36' 54" AND A CHORD BEARING NORTH 84` 35' 57" EAST AT CHORD DISTANCE OF 80.73 FEET, NORTHEASTERLY ALONG SAID CURVE TO THE LEFT, FOR AN ARC DISTANCE OF 83.10 FEET TO A 1/2" IRON ROD FOUND FOR CORNER; NORTH 60' 47' 30" EAST FOR A DISTANCE OF 422.33 FEET TO THE POINT OF BEGINNING AND CONTAINING 10.6089 ACRES OF LAND, MORE OR LESS. NOW THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT EOP LEWISVILLE, LTD. AND COMPASS BANK, THROUGH THE UNDERSIGNED AUTHORITIES, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEWISVILLE TOWNE CROSSING, LOTS 6R-1A, BLOCK A, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, DENTON COUNTY, TEXAS, AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON DEDICATED TO THE CITY OF LEWISVILLE; AND DO HEREBY DEDICATE THE ESMT. STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF THE CITY OF LEWISVILLE ETJ, THE CITY OF LEWISVILLE OR DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1-F AS INDICATED ON THE PLAT AND ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME, WITH THE EXCEPTION OF ANY USERS FOR TELECOMMUNICATION, CABLE TELEVISION, OR ANY OTHER COMMUNICATION USES; THESE EXCEPTED USES BEING RESERVED UNTO CASTLE HILLS DEVELOPMENT CORPORATION OR ITS FUTURE GRANTEE OR ASSIGNEE. NO BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE ESMT. STRIPS ON SAID PLAT. THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN ESMT. HAS BEEN DEDICATED SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE ESMT. STRIPS, AND THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN ESMT. HAS BEEN DEDICATED SHALL AT ALL TIME HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SIDE ESMT. STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. A BLANKET ESMT, OF A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL FIRE HYDRANTS AND A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL OTHER APPURTENANCES (FIRE HYDRANT VALVES, WATER METERS, METER BOXES, STREET LIGHTS) IS HEREBY GRANTED TO THE CITY OF LEWISVILLE FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING AND MAINTAINING THE ABOVE NAMED APPURTENANCES. WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT. HOWEVER, NOTHING IN THIS CERTIFICATE OF DEDICATION SHALL BE DEEMED TO HAVE DEDICATED OR GRANTED AN ESMT. OR RIGHT TO ANY PUBLIC OR PRIVATE ENTITY FOR TELECOMMUNICATION, CABLE TELEVISION OR OTHER COMMUNICATION USE. ALL LOTS IN THE SUBDIVISION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING SETBACK LINES SHOWN ON THE PLAT. EOP LEWISVILLE, LTD., A TEXAS LIMITED PARTNERSHIP BY.' EOP SUB GP, L.L.C., A TEXAS LIMITED LIABILITY COMPANY BY ENDEAVOR OPPORTUNITY PARTNERS, L.P., A TEXAS LIMITED PARTNERSHIP, ITS SOLE MEMBER BY.• ENDEAVOR OPPORTUNITY PARTNERS GP, LTD., A TEXAS LIMITED PARTNERSHIP, ITS GENERAL PARTNER BY. EOP GP, L.L.i1AER A TEXAS LI IABILITY COMPANY, ITS GENE L M BY: G✓V ______ NAME: ITS: M STATE OF TEXAS COUNTY OF TRAVIS e BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEAREDyi ' KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO 77-IE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED 7HE SAME AS THE ACT OF EOP LEWISVILLE, LTD., A TEXAS LIMITED PARTNERSHIP, FOR THE PURPOSES AND CONSIDERATION ?HEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS { ! DAY OF , 2013. d ° : �......STI:V 1 R Y NOTARY PUBLIC fN A FOR THE OF TEXAS EXPIRATION ..z;: N4TAFt`L PI�64 'v Comm B*f 0i . SURVEYOR'S CERTIFICA11ON I, LAWRENCE A. CATES, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY PLAN COMMISSION OF THE CITY OF LEWISVILLE, TEXAS. OF LAWRENCE A. CATES, P.E., R.P.L.S. REGISTERED PROFESSIONAL LAND SURVEYOR NO. 3717 NOTARY STATE OF TEXAS I COUNTY OF DALLAS 04 .#8 BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED LAWRENCE A. CATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS41�� DAY OF �*#"� , 2013. (40�A� C4. Lv-x� `><1 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATION LAURIE L. ETT Notary Public, State of Texas :Y My Commission Expires .'TFur5tio` February T T, 20T 3 + L • _sf_. COMPASS BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING AND (11) ITS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. BY: NAME: A1114 ML(,�kaLh TITLE: 171. .tj.*'_. NOTARY STATE OF TEXAS COUNTY OF DALLAS BEFORE M,Epa AIDE G E AUT ORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUSSCRIB T THE FOR EG GIN TRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURP ES AN CONSID RATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. NO& GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS E DAY OF 2013. _ - t '-1� NOTAOY PUBLIC IN ND �FO E STATE OF TEXAS EXPIRATION SPAY P USA 6 MAKUY STATE Of TINAS of My Corm Exp, 0at:.18, ZM3 OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, TX 78701 CONTACT.' DANIEL CAMPBELL PHONE.- (512) 682-5566 VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 III. PLAN SUBMITTAL AND APPROVAL PROCEDURES: FOR THE BRIGHT RANCH DEVELOPMENT, THE FOLLOWING PUBLIC PARK CRITERIA WILL BE ACCEPTABLE: (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SITE DEVELOPMENT STANDARDS. (B) PARKS LOCATED IN THE 100 YEAR FLOOD PLAIN. (C) PARKS THAT CONTAIN LAKES, CREEKS OR WATER DRAINAGE COURSES THAT MAY NOT CONFORM TO CITY ENGINEERING STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. (D) PARKS THAT ARE LESS THAN ONE ACRE. (E) PARKS HAVING UNUSUAL TOPOGRAPHY OR SLOPES. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY QF LEWISVILLE, CONSTRUCTION PERMITS WILL NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS - STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED IN THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. (B) SIDEWALKS - SIDEWALKS WILL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS I. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE LINES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. ESMT.S: (A) GENERAL PROVISIONS - ALLOW A 15' ESMT. ON ONE SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (B) WATER AND SANITARY SEWER LINE ESMT.S - A 10 FOOT SET -BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET -BACK REQUIREMENT FROM A NON - PRESSURIZED UTILITY LINE ESMT. SHALL NOT BE REQUIRED. (C) STORM DRAINAGE ESMT.S - A STREET SHALL BE CONSIDERED AN ESMT. ADJACENT TO AN OPEN STORM DRAINAGEWAY. FIGURE 6 - CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. FIGURE 7 - STREET DESIGN CRITERIA RESIDENTIAL STREET, 2 LANE, 31' (B-B): ADD MAX. DEGREE OF CURVATURE OF 40 DEGREES / 200' ALLOW INTERSECTION CURB RADIUS OF 20' RESIDENTIAL STREET, 2 LANE, 37' (B-B): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES / 300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE: A 15' WIDE MAINTENANCE ESMT. ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WIDE ESMT. ALONG ONE SIDE WILL NOT BE REQUIRED ON A GOLF COURSE. DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. (A) METER REQUIREMENTS - ELECTRONIC REMOTE READ METER WILL BE ALLOWED CY THE CITY OF LEWISVILLE FIGURE 24 - UTILITIES PLAN WITHIN STREET R.O.W. UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. VARIANCES f ANY OM THE GENERAL DEVE OPMENT ORDINANCE APPROVED BY CITY COUNCIL e _ 110 S. CHAIRMAN DA ING AND ZONING COMMISSION CI OF LEWISViLLE, TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF LEWISVILLE; TEXAS, HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF LEWISVILLE TOWNE CROSSING ADDITION, TO THE CITY OF LEWISVILLE WAS SUBMITTED TO THE APPROPRIATE PLANNING AND ZONING COMMISSION OR CITY COUNCIL AS REQUIRED BY THE ORDINANCES OF THE CITY OF LEWISVILLE ON THE DAY OF , 2013 AND SUCH BODY BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICATION OF STREETS, ALLEYS, PARKS, EASEMENTS, PUBLIC PLACES AND WATER AND SEWER LINES, AS SHOWN AND SET FORTH IN AND UPON SAID PLAT, AND SAID BODY FURTHER AUTHORIZED AND ACCEPTED THEREOF BY SIGNING AS HEREINABOVE SUBSCRIBED IN THE CAPACITY STATED. WI SS BY HAND THIS _ 2.*x- DAY OF 2013. H f , I A Y CITY OF LEWISVILLE, TEXAS ENGINEERISURVEYOR CATES—CLARK & ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT MICHAEL L. CLARK, P.E. PHONE.- (972) J85-2272 a A r n LOT-IAY BL0CK A 10. 6089 ACRES RES ZONING DESIGNATION. LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF LOT 6R-1, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION Filed for Retard iA the off icivl records of! DA VID COOK SURVEY, ABSTRACT NO. 234 Denton { euuty J B. SHIPP SURVEY, ABSTRACT NO. 1227 On! ,Ian 23P2013 at 02:KP In the ABSTRACT NO. 1352 Plat Records T. W%LSON S�.lRVE�Y, LEWISVILLE TI#�" okIfI MUSSING ADDITION N DENTON COUNTY, TEXAS DOC Humbert 2013- 19 Ho of Pages: 21 JANUARY 8, 2013 Amount, 100.00 FILED:— DOC NO.----, P. R.D. C. T. Receipt Number - 9?4�.54, DZI 4 Cormen Robinsw CCA NO. 077--OOJ I- 1.5' uTiLiTtY EASEMENT G �o DOC. NO. 2009-189 LJ -z 5, S R, 41, T "11" 121 2- 'S, A' I I Lu C "i I z10 s� CITY OF W THE COLONY L7 1 . :_ -,17�7� , >- �2; 15' WATER EASEMENJ DOC. NO. 2009-18� 15' WATER EASEMENT Lz, DOC, NO. 2009-189 I ti,_j 0 F -1-0 4:0 17 z "A 0 EN7 0 0) 1 UTILITY EASEMa-a MAF ... 6o -v) ------- VICINTY INST. NO. 2009-848177 1 t L I:rALE, I' =1000* i ---------------- ciii 'k -------------- 1 ------------------------------------------ TMJ ----------- -------------- L ------- ---------------------------- J 1 15' UTILITY EASEMENT - - - - - - - - - - - "311 15' UTILITY EASEMIENT-�/ EMzN`T DOC. NO. 2009-189 - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - I - - - - - - - - - - C> DOC, NO. 2009-189 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 0 L - - - - - - - - - - - - - - - - - - - - f - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEWISVILLE < 15' U.E. �Z,_4 1` 'EXM4 1-_�_DOC. NO. 2009-189 _K�30' ACCESS & EMERGENCY EASEMENT - - - - - - - - - - - - - - - - - - - - - - - - TERRITORIAL -- - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - 6 _o EN'6. 189 15' WATER EASEMENT 15' wATER, EASEMEN- JURICTION ' 15' %rA`fER EASEMENT 15U.E. DOC. NO. 2009-13-Q DOC. NO. 2009-189 ISD DOC. NO. 2009-189 DOC. NO. 2009-189 - - - - - - - - - - - - - - - - it - - - - - - - - - T - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - 1 O'X50' W E _T_ - - - - - - - - 4 7 - - - - - - - - - - - - - - - 1 O'X40' WZ 1 000. NO. 206�- 189 12'X25' W-E. io,x5o, W.E. O'X35' W.E. IN 0. 2009-189 vou. NO. 2009-189 11. ul. 618- I.R.S. I - 12'X60' WZ NO. 2009-189' N W41 30 E DOC L - - - - - - - - - --- - - - DOC. NO. 2009-189 8091 L 666.40$ L 518- L R. D� IDOC.NO. 2009 - - - - - - - - L - - - - - - - - - - - - - - 1. R. P. , ta 4K F-ND 1110-1 I N 60*47"30" E 4-2Z40' 15' U.E. 15' U.E. I• CROS JG ADDi.:1-11 1' 7 A,l I's 1'� 15' U.E. I A DOC. NO. 2009 189 DOC. NO. 2009-189 "S DOC. NO. 2009-189 _4 ........ . . . . . . . . . ............ woo OF zoo (60 TOWN HERRON C14 i�� - Af LOT 7 r�o I z L 0 Ir z h R- 1 714 AC. 9C6 ZONING DESIGNATION 0 A : Li z Af, z z BL R IjL 8 N VC3 0 04 K . LIGHT INDUSTRIAL :s--, ZONI DESIGNATION: LI z HT INDUSTRIAL Al- S 7- 0- 1, A:-= ADDIT10-1 C Q) V) m Lo ZONING DESIGNATION: 6 Lj Wto ETH" ESTATE TOWNHOUSE to LOT 1 X 30' ACCESS & I BLOCK A & EMERGENCY ESMT. 1 CASTLE HILLS PH. 8 - - - - - - - - - - - - 6 CAB. "Y", PG. 388 - - - - - - - - - - - - - - - / - - - - - - - - - -__a____ - - - - SECTION A S. - -- - - - - - - - - I DOC, NO. 2013-359, 0 25' D.E. DOC. NO. 009-189 LOT 9R Z� 518- I.SR.S. 1 0 25' D.E. 1 PRDCT DO N 2 9 9 -2 - - - - - - - - - - - - - - - I CAB. "Y", PG. 388 0 1.2500 AC. 'o L I LOT 6 4__ >I I ELOC% -15' W _E 15 W.E. t CAB. "Y", PG. 388 >,-'DOC. NO. 2009. all - - - - - - - - - - - - - - - - - - - - _j ZONING DESIGNATION: U 2o, LIGHT INDUSTRIAL t 601 Do NAG, 0 15' 30' C. Iva. 25' BUILDING LINEam' oo�_ CAB PG. 388 - - - - - - - - - - - - - - - 9 GRAPHIC SCALD 1 '-30' 518- LAr. VARIABLE WIDTH COSERV ESMT.'^'' 1 2 25' s 61 " 14 `3 1 W 10 .43 DOC BUIL No -85531 DRDCT xz> INST. NO 2008 1 No. 009 PC 1031 "1 o" w 516' 1. A F. /f 29. It -BOUNDARY LINE DATA TABLE ;r8 lmI . - - I-- 'C'ces, 47 f4 N R LDISTANCE ST. NO. 20-Arg2 C4 IZ> 58 ``' •� `� �f / O� i'J j~N OC. 20 c� No. 200 < �04. � ,g N?" &,k4Z in CH. BEARIN G 32*05'42" i L N 84! 1852" W 09*07'34" N 84�02'24" W NOTES: 1. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, RECORDED IN DOC. NO. 2009-189, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 1 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE 3. THIS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO, 1F. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS **PRIVATE" ARE FOR THE BENEFIT;OF AND USE BY THE OWNERS OF LOT 6R AND LOT 9, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 7. VARIANCE- PUBLIC WATER LINES ARE NOT REQUIRED TO BE WITHIN "GRASS ONLY" ARM. 8. THIS PROPERTY WILL BE SERVED 13Y CITY OF LEWISVILLE WATER - DEVELOPER WILL PROVIDE MASTER WATER METERS PER CITY OF LEWISVILLE DETAILSANDPER 'WATER AGREEMENT'DATED JANUARY 28, 2008. ALL 'WATER LINES AND METERS ON THE -INSIDE OF THE MASTER METERS ARE PROPERTY OF THE FRESH WATER DISTRICT. it --------------- FLOOD NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL INSURANCE ADMINISTRATION - NATIONAL, FLOOD ;INSURANCE PROGRAM - FLOOD INSURANCE RATE.,MAP - F.I.R.M. - FOR DENTON COUNTY, TEXAS COMMUNITY PANEL NO. 48121C0560 G, REVISED DATE APRIL 18, 2011: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 1CIO YEAR FLOOD. /V6 q�- 6 No _< 200% ,q x ___ _T DRAINAGE &WATER EASEMENT 1�?I s1A" 10c- / I 44 (/) ,-- -359 -7 7C6 DOC. NO. 2013 ABO ju LOT ACREAGE SQUARE FOOTAGE 9R-1 1.7143 74,675 -9R-2 1.2500 54,450 9R-3 0.6461 28,143 TOTAL 3.6104 157,268 v LR.S�`., wv I'll , v, oil en 44 Z�2 S, 0.6461 AC. =1 oo zo BLOCK k",, -3. 1 1 LOT 1 x FINAL PLAT so ZONING DESIGNATION; Lf z I I LIGHT !NDUSTRIAL I COMMON AREA I LEWISVILLE TOITATME CROSSING ADDITION LOTS 9R-1 9R 2 & 9R-3,, BLOCK A - - - - - - - - - - - - - - - 3.6104 ACRES wo LIGHT INDUSTRIAL ZONING DESIGNATION* 0 �6 1 "10,0, 1 BEING A REPLAY OF ALL `OF LOT 9Rf BLOCK A OF co") J '0 LEWISVILLE TOWNE CROSSING ADDITION DOC.- NO. -,2009-1890 P.R.D.C.T. T. WILSON SURVEYv ABSTRACT NO. 1352 ZONING DESIGNATION: DOC &U/4&A_ "MF-3" MUL31 FAMILY 3 /Vd Nc 1j, BLOCK A DAVID 'COOK SURVEY, ABSTRACT NO. 234 LOT 2 J. B. SHIPP SURVEY, - ABSTRACT NO. 1227 CH APARTMENTS ADDITION PHASE TWO DENTON COUNTY, TEXAS boc. NO. 2013-304, PRDCT 44 011- 1 1 FEBRUARY 9, 2015 P.R.D.C.T. 24' ACCESS & EMERGENCY EASEMENT Amp" FILED: DOC. NO. 15' SANITARY SEWER EASEMENT -4F- I IWF DATA TABLE LINE DATA TABLE PAGE I OF NO. BEARING DISTANCE T40 S 1-4'0435" E 15.03' T41 N 76*54'07" W 2-7.77' NO. BEARING DISTANCE] T30 N 14'0435" W 24.04' 1 24' ACCESS & EMERGENCY EASEMENT P"oklcl :DATA TABLE CURVE DATA TABLE NO. -1 RADIUS DELTA ARC CH. BEARING CHORD TC1 0 875.00' 08* 15'10" 126.03' S 75'17'23" W 125.92' TC1 1 '890.00' 09*4239" 150.84' 1 N 74'30'06" E .1 150.66' NO. RADIUS DELTA ARC CH. BEARING CHORD TC2 20.00' 93*24'17" .32.60' N 45'58'51 " W 29.11 " - TC3 898.00' 07*5926" 125.24' S 8T 19'18" W 125.13' TC4 922.00' 08*0445" 130.01' N 83*16'38" E 129.90' TC5 44.00' 18*52'15" 14.49' S 83*14'521' E 14.43$ TC6 20.00' 74!32'03" 266.06' N 68*55'14" E 24.22" TC7 100.00' 30*55'55" 53.99' S 16' 11"16" W 53.33' 100.00, 13003,09" 22.78' S 38' 1048" W 22.73' 100.00' 01'15'22" 2,19' S 00*05'37" W 2.19' btu A U tqol (e C'61'rj�n IsTaM EOP LEWISVILLE, LTD. 500 W. 5TH STREET, SUITE 700 AUSTIN, TX 78701 CONTACT: DAVID ROBERTS PHONE: (512) 682-5500 FAX: (512) 682-5505 -SURVEYOR BLUE SKY SURVEYING AND MAPPING CORPORATION 11015 MIDWAY ROAD DALLAS, TEXAS 75229 CONTACT: 'DAVID PETREE, R.P.L.S. PHONE: (214) 358-4500 FAX: (214) 358-4600 • •" • « • r a. r ♦ i yy y.� A r # a Fl tr « f i«r l � 1 x + «•. A r� BEGINING Kl- A 5/8" IRON ROD SET FOR CORNER IlY NORTH y RIGHT—OF—WAY LINE OF aVEN PARKWAY M PHASERIGHT—OF—WAY), SAID POINT BEING THE SOUTHEASTERLY CORNER OF SAID LOT 9R, AND THE MOST CORNER LOT IX, BLOCK A OF CASTLE HILLS, UTHERLYL SECTION ADDITION AN' • • • « i 1 # • OF RECORDSCITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT F RECORDED UNDER DOCUMENT NO. 2013-359, OF THE P POINT # i NON —TANGENT CHORD00 A CENTRAL ANGLE DISTANCEIUS OF wF RIGHTSOUTHWESTERLY ALONG SAID CURVE TO THE AND FOLLOWING ALONG RIGHT OF WINDHAVEN PARKWAY FOR AN ARC DISTANCE OF 481.74 FEET TO A 5/8- IRON ROD FOUND FOR CORNER;THENCE SOUTH 73� 05' 53" WEST CONTINUING ALONG THE NORTH RIGHT OF WAY LINE OF SAID WINDHAVEN PARKWAY FOR A DISTANCE OF +N +O. FOUND... CORNER; THENCE SOUTH 61' 14' 31" WEST CONTINUING ALONG THE. NORTH RIGHT OF WAY LINE OF SAID WINDHAVEN PARKWAY FOR A DISTANCE OF 101.43 FEES' TO A 5/8" IRON ROD FOUND FOR CORNER, THENCE SOUTH 36" 31' 10" WEST CONTINUING ALONG THE NORTH RIGHT OF WAY LINE OF SAID WINDHAVEN PARKWAY TOR A DISTANCE OF 29.39 FEET TO A 5/8" IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID LOT 9R, SAME BEING THE SOUTHEASTERLY CORNER OF LOT 7, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET "Y", PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 29' 12' 30" WEST ALONG THE COMMON LINE OF SAID LOTS 9R AND 7 FOR A DISTANCE OF 178.95 FEET TO AN "X" FOUND IN CONCRETE FOR THE MOST SOUTHERLY CORNER OF LOT 6R-1, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA —TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED UNDER DOCUMENT NO. 2009-189, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS THENCE NORTH 60. 47' 30" EAST DEPARTING THE NORTHEASTERLY LINE OF SAID LOT 7 ALONG THE COMMON LINE OF SAID LOTS 9R AND 6R-1 FOR A DISTANCE OF 666.44 FEET TO A 5/8" IRON ROD FOUND FOR THE SOUTHEASTERLY CORNER OF SAID LOT 6R-1, SAME BEING IN THE SOUTHWESTERLY LINE OF SAID BLOCK A OF CASTLE HILLS, PHASE 8, SECTION A; THENCE SOUTH 29' 12' 30" FAST DEPARTING THE SOUTHEASTERLY LINE OF SAID LOT 6R-1 ALONG THE SOUTHWESTERLY LINE OF SAID BLOCK A OF CASTLE HILLS, PHASE 8, SECTION A FOR A DISTANCE OF 399.69 FEET TO THE POINT OF BEGINNING AND CONTAINING 3.6104 ACRES OR 157,268 SQUARE FEET OF LAND, MORE OR LESS. NOTE • • - - - • • • rMOM• •- `• •• • • c : • LOU • • • • # « .f • • • { s r • r # r l ! y y r l R � l i t t a r WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT. HOWEVER, NOTHING IN THIS CERTIFICATE OF DEDICATION SHALL BE DEEMED TO HAVE DEDICATED OR GRANTED AN EASEMENT OR RIGHT TO ANY PUBLIC OR PRIVATE ENTITY FOR TELECOMMUNICATION, CABLE TELEVISION OR OTHER COMMUNICATION USE. ALL LOTS IN THE SUBMISSION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING SETBACK LINES SHOWN ON THE PLAT. e- I-VILLE, LTD., IMITED PARTNERSHIP ft r s TARY STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DAVID ROBERTS, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS THE ACT OF DAVID ROBERTS AND FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. NOTARYGIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS DAY OF _jrZbAW-1 2015. - LIC I AND FOR THE STATE OF } l Cindy My COMMISSION a{' my omoaoi# 6q, CONSENT AND AGREEMENT OF LENDER COMPASS BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (I) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING AND (II) ITS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OTHER LIENS AND SECURITY INTERESTS SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDINATE TO EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROSSING. NAME: . /'1 &°i ��lI.S"�t' t TITLE: rlcl, STATE OF TEXAS COUNTY OF DALLAS BEFORE: ME� E UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED �1` c sae/ t , KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME 19 SUBSCRIBED TO —THE INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF S CH BANK FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER Y AND AND SEAL OF OFFICE ON THIS '2L DAY OF V~_ez___, _t, 2015. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS @ pqp 1�Ap®��gg� --- SANDIIA I3AI'le- i I', ck I4 1,,o I l Nab MY COMMISSION EXPIRES _ 1" t €� y comm" E* Morph 14, Ell s 1, DAVID PETREE, A REGISTERED PROFESSIONAL LAND SURVE •• • GROUNDR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE MONUMENTSAND THE •WN HEREON WERE FOUND AND/OR UNDER SUPERVISION TEXAS.ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THF TY PLAN COMMISSION OF THE CITY OF LEW DAVID + D « r REGISTERED ! PROFESSIONAL . it•: SURVEYOR • •0 tM:# irr ri. PETREE VARIANCES t FROM • GENERAL DEVELOPMENT ORDINANCE DATED . 1. . 1k►Y • r «A FOR THE BRIGHT RANCH DEVELOPMENT, PUBLIC r. PARKSRK CRITERIA THE MINIMUM LEWISVILLE PARK LANDSCAPE r w PARKS LOCATED 100 YEAR FLOOD PARKS CONTAIN A CREEKS (D) PARKS THAT ARE LESS THAN STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. PARKS l « HAVING TOPOGRAPHY r V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONSTRUCTION PERMITS WILL I40T BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH -IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS —STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED IN THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. (B) SIDEWALKS SIDEWALKS WILL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE LINES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. EASEMENTS: (A) GENERAL PROVISIONS —ALLOW A 15' EASEMENT ON ONE SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (8) WATER AND SANITARY SEWER LINE EASEMENTS A 10 FOOT SET —BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET— BACK REQUIREMENT FROM A NONPRESSURIZED UTILITY LINE EASEMENT SHALL NOT BE REQUIRED. (C) STORM DRAINAGE EASEMENTS: STREET SHALL BE CONSIDERED AN EASEMENT ADJACENT TO AN OPEN STORM DRAINAGEWAY. FIGURE 6—CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. FIGURE 7—STREET DESIGN CRITERIA RESIDENTIAL STREET, 2 LANE, 31' (B—B): ADD MAX. DEGREE OF CURVATURE OF 40 DEGREES/200' ALLOW INTERSECTION CURB RADIUS OF 20' RESIDENTIAL STREET, 2 LANE, 37' (B—B): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES/300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE: A 15' WIDE MAINTENANCE EASEMENT ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WIDE EASEMENT ALONG ONE SIDE WILL NOT BE REQUIRED ON A GOLF COURSE. DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. (A) METER REQUIREMENTS —ELECTRONIC REMOTE READ METER WILL BE ALLOWED BY THE CITY OF LEWISVILLE FIGURE 24—UTILI1IES PLAN WITHIN STREET R.O.W. UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. A L VARIANC F ANY) FROM THE GENERAL DEVELOPMENT ORDINANCE APPROVED BY CITY COUNCIL � S _; — K JA ES DAVIS, CHAIRMAN DATE PLANNING AND ZONING COMMISSION CITY OF LEWISVILLE, TEXAS EOP LEWISVILLE, LTD. 500 W. 5TH STREET, SUITE# CONTACT:DAVID ROBERTS PHONE:.• ## .: • ` • « l _. • « 1. N •- 1 •:. + Y A mm s • # r r a • i p WITNESS BY BY HANG THIS DAY OF t JU—HEINZE, CITY SECRETARY CITY OF LEWISVILLE, TEXAS 2015. LEWISVILLE TOWNE CROSSING ADDITION Tw BLOCK A 3.6104 ACRES ZONING DESIGNATION: LIGHT ,,1111 INDUSTRIAL BEING A REPLAT i BLOCK CROSSINGLEWISVILLE TOWNE ADDITION SURVEY,T. WILSON • • tt r ABSTRACT DAVID T SURVEYs • ABSTRACT NO. w J. B. ABSTRACT DENTON COUNTY, TEXAS SURVEYOR BLUE SKY SURVEYING AND MAPPING CORPORATION MIDWAY11015 • # CONTACT:DALLAS, TEXAS 75229 DAVID PHONE:r: I I .0 • ( I � I � I � i I z00 I w I wa �€ w_ t �m w CJ < , � I 0 I II It ZONING DESIGNATION: LIGHT INDUSTRIAL I i LOT 7 BLOCK A �f FND LEWISVILLE TOWNE I "X" CROSSING ADDITION ( I CAB. "Y" PG. 388, PRDCT II II II I Iz z� r ro I t - ° 0_ Iiz=z �I I I I 30' ACCESS & t, # & EMERGENCY ESMT. CAB. "Y°, PG, 388 f� -- ----------v-- --�---- 25' D,E. CAB. _"Y", PG _388 15' W.E. -/ - CAB. "Y", PG. 388 -- - - - - - - ---------- 25' BUILDING LINE CAB. "Y, PG. 388 --------------- VARIABLE WIDTH COSERV ESMT. I INST. NO. 2008-85531 DRDCT t 1 5j8' d JIF I ` �.+ w \t. ♦w ZONING DESIGNATION: <- # I w w..tr ww i y t ; i }i �" ii 1 YF tom. atF V-\ tJ wi ! I 1 i ♦ �` 1 ;`\ wi j P' tf •r i � LIGHT INDUSTRIAL I �''' 15' UTILITY EASEMENT _ I t 1 f t DOC. NO. 2009-189 "v , t I II I Imo'wo, I f I I z,0 I I I Ii1r -LOT :6,R-1 ii-----�Q 1Vi iN� I I 15WATER EASEMENT BLOCK r-1---------Gwa� I �- Z� Nrn I II DOC. Na, 2aa9-1$9 LEWISVILLE TOWNE CROSSING ADDITION o1 cn Iz°°©5WATER EASEMENT'z2,ll z DOC. . 009-189, PRDCT IDOC. NO. 2009-189 4760 EAST STATE HIGHWAY 121 r- E(no ci1n OI wrn15' UTILITY EASEMENT \INST. NO. 2009 lII T snol W o lz ui cr I zI}\I-_�_ ___L_---------- - j-_--I t _-_--_- _-Ncmn - zo I 1IiIt ` 1IitE I if - o I 15UTILITY ESEMENT Lr---------�_------------------------------------ ____-______--------1�o '0011 -------Z----__________________{ Of -189______--_----------L --. . -yr --------------__------_---i------_______-__----15' UTILITY EASEMENT v DOC. N0. 2009-1$9 ¢I -_--______- ----- -t------------------------------____- -- -----------------------r--{-----------------------____-------_ - --- -------------------- �_-_-__-__- i _______ ___ __ __ _____ ACCESS 8c EMERGENCY EASEMENT 1 I I I �{-- - 15' U.E. ___ _ t_ _ I I Dac. NO. 2009-1$9 15' WATER EASEMENT ! 15' U.E. _--_- -----------_-_ g t t I r DOC. N0. 2009-189 t I DOC. NO. 2009-189 DOC. NO. 2009-189 ` ��- 15' WATER EASEMENT +-----_---- 3------------------- --------------y�- I I Tll__�l III I ---------- l--_____- I \ t30C. N0. 2009-189 i I 15' WATER EASEMENT.J—___..___ _____________ _______ i ` , - -F----I--I----L__ _ I I DOC. NO. 2009-189 --�-- -__-- ti 1 ( I I ltr I DOG NO 2 09-189 i I 12'X60' W,E. I I T- 1d'X35' W.E. -�_-----___�_ r____��------------------! ______ __ _ I I y L------_-- DOC-NO. 2009-1891 I LDOC. NO. 2009_189� 6Q'4%° *f � � I t� 1 DOC. 'X 0 49-189 1 I I ----� h--12'X25' W E. -- -- I-10'X50 W E.--��' ^-` �� �(> I ! T --9}----- I I E I , I I I I DOC. Na. 2ad9-189 DOC. NO. 2009-189 231`.09 _----_J U J 5j8"1Rs 196.31' / 15' U.E. 5j8 r.R.F L__ N 60",47'30" E - 204.50' ` L2 ! I I I 1 DOC. NO. 2009-189 15' U.E.-- I DOC. NO. 2009-189 15' U.E. DOC. NO. 2009-189 I F CO ZONING DESIGNATION: ZONING DESIGNATION: ► i I� I ``' I O' LIGHT INDUSTRIAL LIGHT INDUSTRIAL �, � 0 (I Evio i �� �Q LOT AC. 0.7960 AC. T 9R-1R (VACANT PROPERTY) (VACANT PROPERTY) LET 9R-4 ` �BLOCK A rn4 BLOCK A ��; � ; / �' LEWISVILLE TO WNE LEWISVILLE TO WNE _ 4 CROSSING ADDITION CROSSING ADDITION 4ci e. f d� L c� I III I A, ..... A, OCK it CROSSING I � i j •��� „P.> u*1 � spry,,,..,,. .... .��^ I I E I ZIP) 1---------------------- N ..._..1..--..—..----- —_ —�\ r� s SIR .-r r„ ♦ w-r - --� # V� JA V a4. ;..l.. ^, I- IR E I I 25' D.E. % -_-� DOC. NO. 2p09-189 ~ -f__`� - w I DOC. NO. 2609-189_ I - -____ -__ -___ v DOC. NO, 2009-189 I L i f I % �OC NO jC0llvG ` OOC.gAG� ® l �-____ `~- �2QQg - leg CIN ♦ * r 24QF`4s w I 5/8" L�F. I - ' P t q 25 X26' !- a s B't.R.F /1 �•deT• ESMT S� F3 % 4 . W l 0 1. 43 / 2Qpg r NO. l 6. �,`L �, D�D$r,3s8 f ! _ jar `� �� DO C NOS II'R 1\ �1 'w. 7 • -DOC o-r w 'y*t f +fi/fir i 0 NOTES: SHOWNI -BEARINGS • i `•NORTH • •CROSSING-ADDITION,ADDITION • THE CITY • •-! i IN DOC. NO.2009-18 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL. JURISDICTION OF THE CITY OF LEWISVILLE. 3. THIS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SWITARY' SEWER, EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PRIVATE" ARE FOR THE BENEFIT OF AND USE BY THE OWNERS OF LOT 61? AND LOT 9, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC' ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 7. VARIANCE: PUBLIC WATER LINES ARE NOT REQUIRED TO BE WITHIN 'GRASS ONLY' AREAS. 8. THIS PROPERTY WILL BE SERVED BY CITY OF LEWISVILLE WATER. DEVELOPER WILL PROVIDE MASTER WATER METERS PER CITY OF LEWISVILLE DETAILS AND PER WATER AGREEMENT DATED JANUARY 28, 2008. ALL WATER LINES AND METERS ON THE INSIDE OF THE MASTER METERS ARE PROPERTY OF THE FRESH WATER DISTRICT. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL INSURANCE ADMINISTRATION - NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP - F.I.R.M. - FOR DENTON COUNTY, TEXAS -• COMMUNITY PANEL NO. 48121 CO560 G, REVISED DATE APRIL 18, 2011: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100-YEAR FLOOD. � I � 1 i � I 1 I E io I �V zui I e � i En 1 1.2500 AC. LOT 9R-2 a rwN / BLOCK A LEWISVILLE TOWNE CROSSING ADDITION DOCUMENT NO. 2015-87 P.R.D.C.T. � ZONING DESIGNATION: a I I •�� LIGHT INDUSTRIAL N j ~V t I It / J/ t '(Utx �I I N NAG DQ 9 7g 4t)0 /f i !D*p dg� 18g °QC Nr/C/ �\ 1t frfr rr Dpc. C� NOq t tfr f' _ o i 0�QQg Fitt i ft' rr 0.6461 AC. `)'F,ps��` \tt ttt LOT 9R-3 BLOCK A z LEWISVILLE TOWNE CROSSING ADDITION DOC. NO. 2015-87 P.R.D.C.T. zo fr I D o ZONING DESIGNATION: mz LIGHT INDUSTRIAL -0 ::Nj: ZONING DESIGNATION: "MF-3" MULTI FAMILY 3 ¢ qrR LOT 2 BLOCK A �� - CH APARTMENTS ADDITION PHASE TWO Np G C� tip` DOC. NO. 2013-304, 1,3�3.��� PRDCT 4 rwI-: rr•—at .-r r• \ i.ii i\r iii .,, :.i ii i�t *,ri �r �_ i i'f F�� i hie"'i :, r LEGEND: EASEMENTS A. & E.E. = ACCESS & EMERGENCY EASEMENT D.E. = DRAINAGE EASEMENT S.S.E. = SANITARY SEWER EASEMENT U.E. = UTILITY EASEMENT W.E. = WATER EASEMENT W. & W.M.E. = WATER AND WALL- MAINTENANCE EASEMENT N CURVE DATA TABLE NO. RADIUS DELTA ARC CH. BEARING CHORD C1 860.00' 32'05'42" 481.74' S 86*43'14" W 475.47' C2 860.00' 14'09'54" 212.61' N 84'18'52" W 212.07' C3 860.00' 09'07'34" 136.98' N 84`0224" W 136.83' C4 860.00' 08'45' 14" 132.15' S 75°04'30" W 132.02' C5 1 100.00' 1 45" 1426" 78.96' S 22-05'09" W 76.92' ^ LINE DATA TABLE N NO. BEARING DISTANCE L1 S 00`32'04" E 14..85' 12 S 36`31'10" W 29.39' LLEN 60`47'30" E 34.5C OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, TX 78701 CONTACT: DAVID ROBERTS PHONE: (512) 682-5500 FAX: (512) 682-5505 ( t i ILOT 10 I I I I I I I I I I I LOT 9 IBLOCK A I I I I I I i I LOT 8 I E i1 � ZONING DESIGNATION: "EiH" 4� ESTATE TOWNHOUSE IQ LOT 1X i BLOCK A I o Iz CASTLE HILLS PH. 8 I_ SECTION A 1 � C5 DOC. NO. 2013-359, I a PRDCT LOT 6 I� t _T 0 15' 30, 60' GRAPHIC SCALE; I =30 • I ,,,—DRAINAGE & WATER EASEMENT I DOC. NO. 2013-359 I 1 5LC)ZL45A— 509, vv_?> 1 I � I C��60 E. ex-�> isU i j 1e -T�t-fie. t ff J •--,'on t>L14.-A Ll9I_t_ I 1 I i I I I I LOT 1X I COMMON AREA i I FINAL PLAT ! i ( i I LEWISVILLE TOWNE t CROSSING 9R-4, BLOCK 1 ACRES ZONING DESIGNATION: BEING REPLAT OF ! r r r TOWNELEWISVILLE 'CROSSING aR • Ii w • r T. WILSON SURVEY9• DAVID. 1352 SURVEYs • w r. r DENTON COUNTY, DECEMBER 10, 2015 PILED: DOC. NO. P.R.D.C.T. PAGE 1 DP 2 SURVEYOR BLUE SKY SURVEYING AND MAPPING CORPORATION 11015 MIDWAY ROAD DALLAS, TEXAS 75229 (214) 358--4500 DRPETREEOBLUESKYSURVEYING.COM CONTACT: DAVID PETREE, R.P.L.S. OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON • i• # i • i w . ! •. !- • ! i " i i i 'i •!r i •!! i r • i r r r! ! • i i BEGINNING AT A 5/8" IRON ROD FOUND FOR CORNER IN THE NORTH RIGHT--OF--WAY LINE OF WINDHAVEN PARKWAY (120' RIGHT —OF --WAY), SAID POINT BEING THE SOUTHEASTERLY CORNER OF SAID LOT 9R--1, AND THE MOST SOUTHERLY CORNER OF LOT 9R--2, BLOCK A OF LEWISVILLE OWNS CROSSING, AN ADDITION TO THE EXTRA —TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED UNDER DOCUMENT NO. 2015-87, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS, SAID POINT BEING THE BEGINNING OF A NON —TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 860.00 FEET, WiTH A CENTRAL ANGLE OF 08' 45' 14" AND A CHORD BEARING SOUTH 75' 04' 30" WEST AT A CHORD DISTANC E OF 132.02 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT AND FOLLOWING ALONG THE NORTH RIGHT OF WAY LINE OF SAID WINDHAVEN PARKWAY FOR AN ARC DISTANCE OF 132.15 FEET TO A 5/8" IRON ROD FOUND FOR CORNER; THENCE SOUTH 73' 05' 53" WEST CONTINUING ALONG THE NORTH RIGHT OF WAY LINE OF SAID WINDHAVEN PARKWAY FOR A DISTANCE OF 113.18 FEET TO A 5/8" IRON ROD FOUND FOR CORNER, THENCE SOUTH 61' 14' 31 " WEST CONTINUING ALONG THE NORTH RIGHT OF WAY LINE OF SAID WINDHAVEN PARKWAY FOR A DISTANCE OF 101.43 FEET TO A 5/8" IRON ROD FOUND FOR CORNER; =ti # •ir i i w• w. i`• * r i • i *• :. W61 9'0 1 M; i W,A M V X4 •IV 66M61 i • • R�© ;" i i r i • !• w•• ii ! • * ! , • i w • , w i ! i a • `! i i • i i i i ' i • i i i i' • i ! ' i ire• ' * • ! * • i # • i # i • OWNER'S CERTIFICATE OF DEDICATION NOW THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT, EOP LEWISVILLE, LTD., THROUGH THE UNDERSIGNED AUTHORITIES, DO HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS LEWISVILLE TOWNE CROSSING, LOTS 9R—IR, & 9R-4, BLOCK A, AN ADDITION TO THE EXTRA --TERRITORIAL JURISDICTION OF THE CITY OF LEWiSVILLE, DENTON COUNTY, TEXAS, AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN HEREON DEDICATED TO THE CITY OF LEWISVILLE; AND DO HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF THE CITY OF LEWISVILLE ETJ, THE CITY OF LEWISVILLE OR DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1A AS INDICATED ON THE PLAT AND ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME, WITH THE EXCEPTION OF ANY USERS FOR TELECOMMUNICATION, CABLE TELEVISION, OR ANY OTHER COMMUNICATION USES; THESE EXCEPTED USES BEING RESERVED UNTO CASTLE HILLS DEVELOPMENT CORPORATION OR ITS FUTURE GRANTEE OR ASSIGNEE. NO BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENT STRIPS ON SAID PLAT. THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN EASEMENT HAS BEEN DEDICATED SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS, SIGNS OR' OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIPS, AND THE CITY OF LEWISVILLE AND ANY PUBLIC UTILITY TO WHICH AN EASEMENT HAS BEEN DEDICATED SHALL AT ALL TIME HAVE THE RRGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SIDE EASEMENT STRIPS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. A BLANKET EASEMENT OF A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL FIRE HYDRANTS AND A FIVE (5) FOOT RADIUS FROM THE CENTER OF ALL OTHER APPURTENANCES (FIRE HYDRANT VALVES, WATER METERS; METER BOXES, STREET LIGHTS) IS HEREBY GRANTED TO THE CITY OF LEWISVILLE FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING AND MAINTAINING THE ABOVE NAMED APPURTENANCES. WE DO FURTHER DEDICATE, SUBJECT TO THE EXCEPTIONS AND RESERVATIONS SET FORTH HEREINAFTER, TO THE PUBLIC USE FOREVER, ALL PUBLIC USE SPACES SHOWN ON THE FACE OF THE PLAT. HOWEVER, NOTHING IN THIS CERTIFICATE OF DEDICATION SHALL BE DEEMED TO HAVE DEDICATED OR GRANTED AN EASEMENT OR RIGHT TO ANY PUBLIC OR PRIVATE ENTITY FOR TELECOMMUNICATION, CABLE TELEVISION OR OTHER COMMUNICATION USE. ALL LOTS iN THE SUBMISSION SHALL BE SOLD AND DEVELOPED SUBJECT TO THE BUILDING SETBACK LINES SHOWN ON THE PLAT. a ;L � r r,• �. w • i* • ' • i! i e i r ! TARY PU I IN AND FOR THE STATE OF TEXASYr'' ti KELLEY R MARKERT *: MY COMMISSION EXPIRES like) November 1, 2017 Ll MY COMMISSION XPIRES . # .•. i i e • i i . i • `! dr r NOTARY STATE OF TEXAS COUNTY OF DALLAS BEFORE: M THE UND I EAUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED t4_ , KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBE TO THE FO OING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF llftM5 E —., AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. r • i • Ill t! i • i iri• # ' ' # VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 III. PLAN SUBMITTAL. AND APPROVAL PROCEDURES: FOR THE BRIGHT RANCH DEVELOPMENT, THE FOLLOWING PUBLIC PARK CRITERIA (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SITE (8) PARKS LOCATED IN THE 100 YEAR FLOOD PLAIN. (C) PARKS THAT CONTAIN LAKES, CREEKS OR WATER DRAINAGE COURSES THAT ENGINEERING STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. (D) PARKS THAT ARE LESS THAN ONE ACRE. (E) PARKS HAVING UNUSUAL TOPOGRAPHY OR SLOPES. V. PUBLIC IMPROVEMENTS: 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONSTRUCTION PERMITS WiLL NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS —STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED IN THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. B SIDEWALKS —SIDEWALKS SIDEWALKS WILL NOT L O BE REQUIRED ON BOTH SIDES F T (} Q DES 0 HE STREET IF ONE SIDE OF THE STREET iS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY UNE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE LINES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. EASEMENTS: (A} GENERAL PROVISIONS —ALLOW A 15' EASEMENT ON ONE SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (B) WATER AND SANITARY SEWER LINE EASEMENTS A 10 FOOT SET —BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET— BACK REQUIREMENT FROM A NONPRESSURIZED UTILITY LINE EASEMENT SHALL NOT BE REQUIRED. (C) STORM DRAINAGE EASEMENTS: STREET SHALL BE CONSIDERED AN EASEMENT ADJACENT TO AN OPEN STORM DRAiNAGEWAY. FIGURE 6—CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. FIGURE 7—STREET DESIGN CRITERIA RESIDENTIAL STREET, 2 LANE, 31' (B—B): ADD MAX. DEGREE OF CURVATURE OF 40 DEGREESj200' ALLOW INTERSECTION CURB RADIUS OF 20' RESIDENTIAL STREET, 2 LANE, 37' (B—B): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES/300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE: A 15' WIDE MAINTENANCE EASEMENT ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WiDE EASEMENT ALONG ONE SIDE WILL NOT BE REQUIRED ON A GOLF COURSE. DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. (A) METER REQUIREMENTS —ELECTRONIC REMOTE READ METER WILL BE ALLOWED BY THE CITY OF LEWISVILLE FIGURE 24—UTILTTIES PLAN WITHIN STREET R.O.W. UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. ALL VARiANC IF ANY) FROM THE GENERAL DEVELOPMENT ORDINANCE APPROVED BY CITY COUNCIL 4, I Lit 15- J DAVIS, 'CARMAN DAlt PLANING AND ZONING COMMISSION CITY OF LEWISVILLE, TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CiTY OF LEWISViLLE, TEXAS HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF LEWiSViLLE TOWNE CROSSING ADDITION, TO THE CITY OF LEWiSVILLE WAS SUBMITTED TO THE APPROPRIATE PLANNING AND ZONING COMMISSION OR CITY COUNCIL AS REQUIRED BY THE ORDINANCES OF THE CITY OF LEWISVILLE ON THE DAY OF , 2015 AND SUCH BODY IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CiTY PLAN BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICATION OF STREETS, ALLEYS, PARKS, EASEMENTS PUBLIC PLACES AND WATER AND SEWER LINES, AS SHOWN AND SET FORTH IN AND UPON SAID PLAT, AND SAID BODY FURTHER AUTHORIZED AND ACCEPTED THEREOF BY SIGNING AS HEREIN ABOVE SUBSCRIBED IN THE CAPACITY STATED, �. WITNESS BY HAND THIS L� DAY OF 2015. JUU HEINZE, CITY SECRETARY CITY OF LEWISVILLE, TEXAS OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTiN, TX 78701 CONTACT: DAVID ROBERTS PHONE: (512) 682-5500 FAX: (512) 682-5505 2 CITY OF a THE COLONY ate. VICINITY ASAP SCALE. I' =1000' r LEWISVILLE EXTRA:: TERRITORIAL 11 JURISDICTION'` .. TOWN OF, HEREON v FINAL PLAT � '� �ii • !! • i ; i i is a •� - ^: �► i # i FILED: DOC. NO. , P.R.D.C.T. PAGE 2 OF 2 SURVEYOR BLUE SKY SURVEYING AND MAPPING CORPORATION 11015 MIDWAY ROAD DALLAS, TEXAS 75229 (214) 358-4500 DRPETREEOBLUESKYSURVEYING.COM CONTACT: DAVID PETREE, R.P.L.S. i I VICINITY MA A 10-1000, LOT 3, BLOCK ;4' LEWISVILLE TOWNE CROSSING ADDITION CAB. ^"K't PG. 388 P.R.D.C.T ZONING DESIGNATION: LIGHT INDUSTRIAL IF 35' WATER & SANITARY SEWER ESMT. CAB. Y. PG. 388 P.R.D.C.T. 7 30' DRAINAGE ESMT. &R�A�o P.R.b.C.i PG ' 388 LOT 7, BLOCK A' LEWISWLLE TOWNE CROSSING ADDr770N CAB. OY"' PG. 388 P. R.D.C.T ZONING DESIGNATION: LIGHT INDUSTRIAL 15' DRAINAGE ESMT. (PRIVATE,) PG. 388 P.R.D.C.T. I L ul SAM RAYBURN TOLLWAY (STATE HIGHWAY 121) 20' WATER LINE ESMT. (VARIABLE WIDTH RIGHT-OF-WAY) VOL. 5082, PG. 922, - DENTON COUNTY ELECTRIC COOPERATIVE 518 I.R.F. SECTION If -15' ELECTRIC LINE ESMT, W1 RED CAP INSTRUMENT NO. 2006-131837 5180 xF N 55-06-*31 " _E - 138. 0 JV 60047"30'" E -_ 498.52" I.R.F' LEWISVILLE E.T.J. NN'll, ----------..... --S_25' -------------------------------------------------------- I ------------- - - - ---- BUILDING LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ACCESS & EMERGENCY ESMT 15'' WATER ESMT. CAB. 'Y*, PG. 388 >-CAB. Y, PG. 388 4 — -P.R.D.C.T. P.R.D.C.T. 30' ACCESS & r7r- EMERGENCY ESMT. — — — — — — — — — — — — — — RR.D CAB. .C.*YT.", PG. 3138 { { j L - - - - - - - - - - - - - I - - - - - - - - - VARIABLE WIDTH COSERVE ESMT. -VOL 2008-85531 15' WATER ESMT. D.R.D.C.T. CAB. Y, PG. 388 P.R.D.C.T. N-1 27' ACCESS 7_ EMERGENCY ESMT. 1O'x30' WATER ESMT. CAB. -Y-, PG. 388 CAB.Y, PG. 388 P.R.D.C.T. P.R.D.C.T. VARIABERVE ELE SMTWIDT.H in COS VOL 2008-85531 D.R.D.C.T. LOT 5Rwl v BLOCK A 6.3241 AC. VARIABLE WIDTH COSERVE ESMT. VOL 2008-85531 D.R.D.C.T. st L V� T 5, 8 K 'A lei N 60-47'30- E LEVV!SV!LLEt'T0'vVlTE CROSSitIG ADDITION S 29*12'30* E 35.25' xS 6,02' CAil, "Y", FG'. 358 IRS rN 60*4nO* E - 190.09' xS _xS f 15' WATER ESMT. ZONING DESIGNATION: V CAB. Y, PG. 388 LIGHT INDUSTRIAL =i P.R.D.C.T. L 0 T 5Rw2o 10 APAF Aft^&' A lz SANITARY*YSEWERPG88 ESMT. 0. 8045 AC. CAR *, . 32 ! P.R.D.C.T. ZONING DESIGNATION: 30' ACCESS & LIGHT INDUSTRIAL 15' WATER ESMT. EMERGENCY ESMT. CAB.Y, PG. 388 CAB. Y, PG. 388 P.R.D.C.T. VARIABLE WIDTH P.R.D.C.T. _j 15' DRAINAGE ESMT. COSERVE ESMT. T CAB Y, PG. 388 VOL 2008-85531 D.R.D.C.T. r ---------- �7 P.Rb.C.T. L - — — — — — — — L 15' WATER ESMT. 15' WATER ESMT. A' CAB. Y, PG. 388 CAB. *YY", PG. 38 30' WATER P.R.D.C.T. P.R.D.C.T. 15' UTtUTY ESMT, DOC. Na. 2009-18q SANITARY SEWER S� M. Y, PG. 388 P.R.D.C.T. P.R.D.C.T. 1� z 1,36-Z 10' WATER EASEMENT 0" (BY THIS PLAT) 10' WATER ESMT. CAB Y, PG. 388 P.R.b.0 T �op ABM664ED BY *v THIS PLAT) 30' WATER & SANITARY SEWER ESMT. -CAB. Y, PG. 388 L2 18.74' P.R.D.C.T.25' DRAINAGE ESMT. PKNF R IVA q 1�1 n '4 I.AB. . PG. 388 P.R.D.C.T. 11.27' 'df I Acl II I I 1 1 30' ACCESS & EMERGENCY ESMT. CAB. 'Y, PG. 388 P.R.D.C.T. 15' UTILITY ESMT. CAB.Y PG. 723 P.R.D.C.T. 15' WATER ESMT. CAB *Y* PG. 723 P.R.b.C.T. WATER ESMT. 15' DRAINAGE ESMT CAB. *Y*, PG. 388 �FAN FAN 'Y , PG. 388 _fPR.*D.CJ. — - kF* XS S 60047*50" W — 422.33' — — — — — — — — — — — — — — — —(4!4SIS 2F BEARING) 6L . . . . . . Z — — — — — — — 15' DRAINAGE' ESMT. 20' DRAINAGE ESMT.If _Z _l5'TR_AJNkGE_ESMT_ CAB. Y. (PGPRM . IVATE WA�p RIVA PG. 388 B. PG 388 —P.R.D.C.T.— — P.R.D.C.T. — —P.R.b.CY LOT 6R-1AR, BLOCK A' "ISIOLLE TOWNE CROSSING ADD177ON DOC, NO. 2015-451 P.R.D.C.T ZONING DESIGNATION, LIGHT INDUS77?IAL OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET; SUITE 1160 AUSTIN, TX 78701 CONTACT' DANIEL CAMPBELL PHONE: (512) 682-5566 f ENGINEER/SURVEYOR CATES-CLARK & ASSOC., LLP 14800 QUORUM DRIVE, SU17E 200 DALLAS, TX 75254 CONTACT- DANIEL STEWART, P.E PHONE. (972) J85-2272 L 4 T - 7-';; 15' WATER ESMT. CAB. Y, PG. 388 P.R.D.C.T. 15' UTILITY ESMT. CAB. Y. PG, 723_4-� P.R.D.C.T. 30' ACCESS & EMERGENCY ESMT. CAB. Y, PG.-723 P.R.D.C.T. FINAL PLA T BEGINNING I 7.5'x55' WATER ESMT/ CAB. 'Y", PG. 388 P.R.D.C.T. 24' ACCESS & EMERGENCY ESMT. CAB. 'Y*, PG. 388 P.R.D.C.T. *_l/ U I.R.F. (cm) 7.5'x45' WATER ESMT. CAB. *Y*, PG. 388 P.R.D.C.T. XS - *X' SET IN CONCRETE FOUND IN CONCRETE IRON ROD FOUND PKNF - PK NAIL FOUND CM - CONTROLLING MONUMENT I.R.S. - IRON ROD SET DOC. NO. - DOCUMENT NUMBER CAB. PG. - CABINET PAGE D.R.D.C.T. - DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. - PLAT RECORDS DENTON COUNTY TEXAS ESMT. - EASEMENT - EXISTING EASEMENT TO BE ABANDONED BY THIS PLAT BOUNDARY CURVE TABLE CURVE I RADIUS -] DELTA ITANGENT I CHORD LENGTH I BEARING Cl I 100-06'--j- 47*3654" 44.12' 80.73' 83. 16' S 84*3557" W C2 1 100.00' 1 41*52'33" 38.26' 71.47' 73.09' S 87*2807' W LOT 1R, BLOCK A CASTLE HILLS PHASE 6, SECTION 8 COMMERCIAL DOC NO. 2014-418 P.R.D.C.T ZONING DESIGNA770N., LIGHT INDUSTRIAL 7.5'x2O' WATER ESMT, CAB. Y, PG. .388 P.R.D.C.T. 7.5*x6O* WATER ESMT. CAB. 'Y*, PG. 388 P.R.D.C.T. 15' UTILITY ESMT. —CAB. Y, PG. 723 P.R.D.C.T. LOT 21 BLOCK A CASTLE HILLS PHASE 8, SECTION A PHASE NO, 2013-359 P.R.D.C.T LOT 20 ZONING DESIGNATION.• ESTATE TOWNHOUSE awift c r!lp 'a a am L mft 0 ai On AV I a offaw2y OL %ory A 7.1286 A CRES ZONING DESIGNA TION: LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF LOT 5. BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION J-8. SHIPP SURVEY ABSTRACT NO. 1227 T. WILSON SURVEY, ABSTRACT NO. 1352 DENTON COUNTY o TEXA S JULY 29, 2016 FILED,-— DOC P. R. D. EASEMENT LINE TABLE LINE BEARING DISTANCE Ll N 29*12'30* W 16.33, L2 N 60*47'30' E /0,00, L3 S 29*1230" E /781' NOTES: I. BEARINGS SHOWN HEREON ARE BASED UPON THE MOST EASTERLY NORTH LINE OF LOT 6R-1AR, BLOCK A. LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE. RECORDED IN DOCUMENT NUMBER 2015-451, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE. 3. THIS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS *PRIVATE* ARE FOR THE BENEFIT OF AND USE BY THE OWNER OF LOTS 5R-1 & 5R-2, BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. FLOOD NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL INSURANCE ADMINISTRATION - NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP - F.I.R.M. - FOR DENTON COUNTY, TEXAS - COMMUNITY PANEL NO. 48121CO560 G, EFFECTIVE DATE APRIL 18, 2011: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100-YEAR FLOOD. PURPOSE OF REPLAT: 1. SUBDIVIDE ONE (1) LOT INTO TWO (2) LOTS. 2. ABANDON A WATER EASEMENT DEDICATED BY THE PLAT RECORDED IN CABINET "YPAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS. 3. DEDICATE ONE (1) WATER EASEMENT. +JUKA! f"i 1 • LOT, TRACT OR PARCEL OF SITUATED IN THE J. B. SHIPP SURVEY, ABSTRACT NO. 1227 f THE T. WILSON•. ; DENTON COUNTY, TEXAS, AND BEING ALL OF LOT 5, BLOCK W OF LEWISVILLE TOWNE CROSSING ADDITION. AN ADDITION To THE EXTRA —TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y' PAGE METES ".., • ORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY BEGIINNING AT A 5/8 INCH IRON ROD FOUND IN THE SOUTH RIGHT—OF—WAY LINE OF STATE HIGHWAY 121, (VARIABLE WIDTH RIGHT—OF—WAY) AND AT THE NORTHWEST CORNER OF LOT 1R. PHASE 8, #BLOCK COMMERCIAL,•!•! ,'JURISDICTIONOF LEWISVILLE, RECORDED IN DOCUMENT NUMBER 2014-418, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE SOUTH!, EAST AND DEPARTING ; SOUTH RIGHT—OF—WAYOF ! 121 AND ALONG THE WESTERLY LINE OF SAID LOT 1R FOR A DISTANCE OF 512.50 FEET TO A 5/8- IRON ROD FOUND FOR CORNER, SAID CORNER BEING THE NORTHEAST CORNER OF LOT 6R—IAR, BLOCK 'A' OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA —TERRITORIAL JURISDICTION OF THE CITY OF LEMSVILLZ RECORDED IN DOCUMENT NUMBER 2015-451,OF •-• OF DENTON COUNTY,TEXAS; THENCE SOUTH 6(r 47' 30* WEST AND DEPARTING THE WESTERLY LINE OF SAID LOT 1 R AND ALONG A COMMON LINE OF SAID LOT 6R-1AR FOR A DISTANCE OF 422.33 FEET TO AN *X* FOUND IN CONCRETE FOR THE BEGINNING OF • THE RIGHT HAVING A RADIUS OF !! ♦! FEET, A CENTRAL ANGLE OF 54% AND A CHORD BEARING SOUTH 84� 35' 57* WEST, AT A DISTANCE OF 80.73 FEET, THENCE WESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT AND ALONG A COMMON LINE OF SAID LOT FOR AN ARC DISTANCE OF • FEET TO FOUND IN CONCRETEFORCORNER; THENCE NORTH 71* 35' 36" WEST AND ALONG A COMMON LINE OF SAID LOT 6R-1AR FOR A DISTANCE OF 113.25 FEET • f IN CONCRETEFOR THE BEGINNING OF • THE LEFT•.► OF i! ii AND A CHORD BFARING SOUTHi WEST, AT A DISTANCE OF THO•• WESTERLY ALONGOF r CURVE TO THE LEFT AND ALONG A COMMONOF 1 LOT FOR AN ARC DISTANCE OF i' FEET TO AN • t IN CONCRETEFORCORNER; THENCE t-TH 29' 12' 30* WEST AND ALONG A COMMONOF t LOT 6R-1AR FOR A DISTANCE OF 357.71 FEET To AN "X* FOUND IN CONCRETE IN THE SOUTH LINE OF SAID STATE HIGHWAY 121 FOR CORNER; THENCE NORTH 06' 31 " EAST AND ALONG THE SOUTH LINE OF SAID STATE HIGHWAY 121 FOR A DISTANCE i 138.03 •• A 5/8 INCH IRON ••• WITH -ar CAP FOUND FOR CORNER; THENCE•' .• ! FOR A DISTANCE OF a TO THE POW OF car AND CONTAINING 7.12W ACRES OF LAND, MORE OR LESS. ! xr • i • - ar • a • ♦ - • r r • t s # •i � -a- r r ; r e- • ► t ► ar • • A i ! •' i. • i rar ar • -a • e •� ! t- • ! � a. a. •• •- t -ar- • ! ar r + -------------- a - i s - • •w • • t rar • M t ar t ► ar r • - r • - - ♦ i- i• i ; t •• • • • ! Ci • ♦ t t • t- r • ! - HMC LEWISWILLE 7C, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY HARBERT UNITED STATES REAL ESTATE FUND W GP, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS GENERAL PARTNER �: i� ..� II►. �....IIIIM�I COUNTYNOTARY STATE OF TEXAS OF #. KNOWNBEFORE ME, THE UNDERSIGNED AUTHOR" ON THIS DAY PERSONALLY APPEARED • ME TO BE 7HE PERSONAND OFRCER WHOSESUBSCRIBED 70 THE ABOVWEFOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME AS 7HE AC • DEzAWARE e L146IL17Y COMPANY. FOR 't CONSIDEPA77ON THEREIN EXPRESSED AND j # r ►� 5rVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS _1�tDAY OF 2016 ' OTARY PUBLIC�INANIDWOR �THESTA�TEOF TEXAS EXPIRATION y�.<<`•'',....f .� ANN MARIE MCMULLEN f i a4s_�, •� sNotary Public, State of Texas °� r Comm. Expires 05-as-zoza `'%' ..... `'� Notary ID 13064554.1 x- r -• • f •' IonR ! • 5. 0 LAWRENCE A. CATES, P.E., R.P.L.S. .' r w: REGISTERED PROFESSIONAL LAND SURVEYOR NO. 3717 a • °�3717.:. ant Lft! • ow ► BEFOREra- a# AUTHORITY,ON DAY PERSONALLY KNOWN• ME TO BE THE PERSON• • TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS j�t� DAY OF 2016. r_ '1/►''' aar al It ja01117 NOTARY i FOR THE STATE OF aEXPIRATION LAURIE L. BARNETi r Notary Public, State of k,,:, 1 My Gomm€ss€olt EXPwEt ' i Nwon ; februory 11, ?01 ; rr_..�a it n-.» a • a rr a - WELLS FARGO BANK, THE OWNER AND HOLDER OF INDEBTEDNESS SECURED BY ONE OR MORE DEED OF TRUST LIENS ON PORTIONS OF THE LAND SHOWN HEREON, EXECUTES THIS CONSENT AND AGREEMENT OF LENDER, FOR GOOD AND VALUABLE CONSIDERATION, TO EVIDENCE (1) ITS CONSENT TO THE EXECUTION OF THIS FINAL PLAT OF LEWISVILLE TOWNE CROLIENS AND SECURING SUCH INDEBTEDNESS ARE HEREBY MADE SUBORDiNATE TO EXECUTION OFING AND (11) ITS AGREEMENT THAT SUCH DEED OF TRUST LIENS AND ALL OF ER THIS FINAL PLAT EOFRLLEEWIISVILLE TOWNE CROSSING. BY: NAME: J 1"lr. L. C; t it NOTARY STATE OF TEXAS } � COUNTY OF 13#ty45 • 01 - •11 i 1 1 4� • a► ar • + a • - ! a • ! •• •• r • ra-• • a- a -- ti.at • ' GIVEN UND MY NAND AND SEAL OF OFFICE ON THIS � DAY OF QCh 2016. i / I /I NOT BUC IN AND FOR THE STATE OF TEXAS h JC - EXPIRATION iA Af 0A 1. RIOS Notary Public, Starlit of Now York iUt istr t oat #b1A1.6272425 ugatid in KingsC ounty cwnrrsi 6n Exp'res Novembof 19, 2Q1b OWNER VARIMM APPROVEM VARIANCES FROM x' Ill. PLAN SUBM17TAL AND APPROVAL PROCEDURES: ;• r i- !lienin• (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SITE DEVELOPMENT STANDARDS. (B) PARKS LOCATED •! YEAR FLOOD CONTAIN(C) PARKS THAT OR WATER DRAINAGE COURSESNOT a •- TO CITY ENGINEERING BUT ARE IMPROVED TO RESIST EROSION. # ONE ACRE. TOPOGRAPHY(E) PARKS HAVING UNUSUAL OR SLOPES. V. PUBLIC IMPROVEMENTS: CONSTRUCTION1. STANDARDS: UNTIL THE "BRIGHT RANCH* PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONISTRUCnON PERMITS WILI NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH* PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STAr -♦ OR BEII . CONSTRUCTION STANDARDS• •- SPECIFIEDDOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUAIJFIED AGENCY OR CONTRACTOR. 2. PAYING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE *EIRIGHT RANCH* PROPERTY. (A) STREETS — STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS • RED BOOK. 1. LAYDOWN CURB WILL BE USED ON # (B) SIDEWALKS -- SIDEWALKS WiLL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL 2 LANE COLLECTOR STREETS AND RESIDENTIAL 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE °RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECTSTREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10,000 SQUARE FEET OR MORE 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE LINES OF LOTS S_CURVED SINGLE FAMILY AND DUPLEX LOTSNOTBARE EALLOWED TO ADJOIN UIRED TO BE ATI GHT PRIVA STREET IF THE ANGLES TO STRAIGHT PRIVAiEEETUSTREET IS WITHIN AO CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. ESMT.S: (A) GENERAL PROVISIONS — ALLOW A 15' ESMT. ON ONE SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (B) W4 INCH ATER SMALLER PRESSURIAND SANITARY ZED WATER ER LINE LIN +SWAN 10 FOOT ALLEY AND A Ei FOOT REQUIREMENTBAKREQU REQUIREMENT FROFROM A M NON — PRESSURIZED UTILITY LINE ESMT. SHALL NOT BE REQUIRED. (C) STORM DRAINAGE ESMT.S — A STREET SHALL BE CONSIDERED AN ESMT. ADJACENT TO AN OPEN STORM DRAINAGEWAY. FIGURE 6 — CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE. FIGURE 7 — STREET DESIGN CRITERIA RESIDENTIAL STREET. !i • • • 4 DEGREES i• ALLOWiN CURB RADIUS OF • RESIDENTIAL STREET, 2 LANE, 37' (8-8): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES j 300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE: A 15' WIDE MAINTENANCE ESMT. ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WiDE ESMT. ALONG ONE SiDE WILL NOT BE REQUIRED ON A GOLF COURSE. • !•. • t • ! -ar i ! ! R ! • i! 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY. (A) METER REQUIREMENTS -• ELECTRONIC REMOTE READ METER WILL BE ALLOWED CY THE CITY OF LEWISVILLE R.O.W.FIGURE 24 — UTILITIES PLAN WITHIN STREET UTILJTIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEM7SWLLE CITY COUNCIL ON APRIL 21, 2006 To ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. ♦' LEWISVILLE, LTD. ♦ 1 I t STREET, SUITE 116# i CONTACT-,� DANIEL ' i PHONE. (512) •i ft ENGINEERISURVEYOR ___ CATES—CLARK & ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT.- DANIEL STEWART, P.E. PHONE. (972) J85-2272 ALL VARIANCES THE GENERAL D OPMENT ORDINANCE APPROVED BY CITY COUNCIL tt t P LNTV- G AND ZONIi DAVIS, NG COMMISSION A CITY OF LEWISVILLE, TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF LEWtWLLE, TEXAS, HEREBY CERTIFIES THAT THE FOREGOING FNAL PLAT OF LEMVUE TOWNE CROSSING ADDMON, TO THE CITY OF LEWISWLLE WAS SUBMITTED TO THE APPROPRIATE PLANNING AND ZONING COMMISSION OR CITY COUNCIL AS REQUIRED BY THE ORDINANCES OF 7HE CITY OF LE*YSWLLE ON THE DAY OF Y 2016 AND SUCH BODY BY FORMAL AC770N, THEN AND THERE ACCEPTED THE DEDICATION OF STREETS, AID, PARKS, EASEMENTS, PUBLIC PLACES AND WATER AND °SEWER LiNES, AS SHOWN AND SET FORTH IN AND UPON _WD PLAT. AND ;SAID BODY FURTHER AUTHORIZED AND ACCEPTED THEREOF BY MCNING AS HERE7NA90VE SUBSCRIBED IN 7HE CAPACITY STATED. Wn NESS BY HAND THIS DAY OF 2016. SECRETARY CITY OF • ADDITION ING K:: s, ,:aj a Affl * ! s 7.1286 ZONING DESIGNATION.- LIGHT INDUSTRIAL BEING A REPLAT OF ALL OF ♦BLOCK TOWNELEWISVILLE '!SSING ADDITION J.B. SHIPP SURVEY, ABSTRACT NO. 1227 T. WILSON SURVEY, rr ABSTRACT DENTON JULY • 2016 i l I R. i0f Filed for Record in the Official Records Of: Denton County On: 1114/2016 4:12:05 PM In the PLAT Records LEWISVILLE TOWNE CROSSING I Doe Number: 2016-2206 Number of Pages: 2 Amount: 100.00 Order#:20161104000545 By: CR 01 p Z 'o 16 (f) -4 ca p z_4 Z pz j!s q wm j cry to 6 -SE i QZ z) C) izz C; CS ct Q � cr, AI to c� j_ (j) N 15' WATER EASEMENT if �&Wlk TO CITY OF LEWISVILLE DOC. NO. 2010-71, STREET & UTILITY EASEMENT TO CITY OF LEWISVILLE N 69*23"120 W 5 ' I.R.F DOC. NO. 2010-71, 4 7.4 1 518- I.R.S. C 1F P.R.D.C.T. 516- I.R.F, S 66#023.9" W_Z 69.00, 518- I.R.F S 67�36'32" W, 113.56' JOSEY LANE ma. 4231 (120' RIGHT—OF—WAY) N 9 46! 097'51 " W XF (cm) 15' WATER EASEMENT TO CITY OF LEMSVILLE DOC. NO. 2010-71, P.R.D.C.T. 0 Z -3 o z U ,2 R z mi 111b.- f I I D.R.D.C.T. y1-7 — — — D.R.D.C.T. COSERV. ESMT. `7� T -7 — — — — — — TF I INST. NO. 2008-85531 20- D.E. (PRIVATE) pm D.R.D.C.T. VARIABLE WIDTH C2 Opp IOC. NO, 2010-71, 35' WATER & I -,SANITARY SEWER ESMT. -COSERV EASEMENT 4— — — — — — — — — — LL_ P.R.D.C.T. INST. NO. 2008-85531, 0 LOT SR-1, SLOCK 'A' 15' WATER DOC. NO. 2010-71. D.R.D.C.T. 24' ACCESS & 04 LEW! EASEMENT P.R.D.C.T. I SViLLE TOWNEE CROSSiIN-G- A D, i T I EMERGENCY EASEMENT -DOC. NO. 2010-71, CAB. -Y-, PG. 388 1. P.R.D.C.T. P.R.D.C.T. 5' BUILDING LINE cp 15, S.§,.§, WATER LINE EASEMENT CAB. VOL 5082, PG, 922 w ca 11.587'7 A-C. 15- WATER "Mr.& A XF 388 SECTION 11, D.R.D.C.T. Y) I I AEI I I I LOT an 7A P.R.D.C.T. EASEMENT IN, XF 0 m: 518 " I.R.F. 15'xl5' WATER ESMT. DOC. NO. 2010-71, - 15'x4O' WATER ESMT. DOC. NO. 2010-71,-'-, >� 518 - I.R.S. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j — — — — — — — — — — — — — — 35 SANITARY SEWER — — — — — — EASEMENT VARIABI F WIDTH 25' BUILDING UNE-15' D*E*(PRIVATE) DOC. NO. 2010-71, COSERV. ESMT. DOC. NO. 2012-129 25' BUILDING LINE P.R.D.C.T. f-INST. NO. 2008-85531, P.R.D.C.T. c*q 15' D.E. (PRIVATE) [55'X30' ESMT. 20' D.E. (PRIVATE) I I DOC. NO. 2010-71. 24' ACCESS TO CITY OF Ism D.R.D.C.T. P.R.D�C.T. EMERGENCY EASEMENT CAB. Y, PG. 388 -A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DOC. NO. 2010-71, 41 10'x15' WATER EASEMENT P.R.D.C.T. DOC. NO. 2010-71, P.R.D.C.T. DOC, NO. 2010-71, P.R.D.C.T. )_ P.R.D.C.T. L4 ;56' ACCESS & EMERGENCY ESMT DRAINAGE EASEMENT DOC. NO. 2010-71, (PRIVATE) CAB. Y. PG. .388 -JtlO'C b-1k) L A LOT 8R-3, BLOCK A P.R.D.C.T. I I P.R.D.C.T. 0 WATER EASEMENT -35' WATER SANITARY SEWER ESMT. DOC. NO. 2012-12 8" 1i2ZE11TLoowcxE C� Wtp 6 ACCESS EASEMENT L K OC. NO. ER BR LEWSWLLE TOWNE IT3 P.R.D. 2010-71,P.R.D.C.T. DOC. NO. 2010-71, P.R.D.C.T. C.T. !1n L7r !�t C OSSING ADDITION CROSSING ADD17YON — — — — — --- — — — — — to DOJL-� NO. 2012-129, DOC. NO. 2012-129, to 30' DRAINAGE EASEMENT . . . . . . . . C4 (PRIVATE) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — P.R.D.C.T. 0� P.R.D.CT C3 LOT 4R, BLOCK A -4 CAB. Y, PG. 388 10T 8R-IS ' 15' D.E. (PRIVATE) �o LEWISVILLE TOWNE P.R.D.C.T. "i 24' ACCESS & EMERGENCY ESMT. _j DOC. NO. 2012-129 ZONING DESIGNA 77ON. ZONING DESIGNARON. CROSSING ADDITION r-4, BLOCK A DOC. NO. 2010-71, P.R.D.C.T. P.R.D.C.T. 41GHT INDUSTRIAL LIGHT INDUSTRIAL DOC, NO. 2010-71, LOT 1, BLOCK A 15' D.E. (PRIVATE) P.R.D.C.T. 1. 0325 AC. 15'x25' WATER LEWISVILLE TOWNE DOC. NO. 2012-129 U. EASEMENT P.R.D.C.T. % 45 CROSSING ADDITION 24' ACCESS 35' WATER & SANITARY C3 ZONING DESIGNATION: O_ Ll 11 1"-1�6ERGENCY ESMT. SEWER ESMT. N - 2010-71, CAB. PG. J88 .1 DOC. NO. 2010-71, 141 20' D.E. (PRIVATE) f C.OT., 15' WATER EASEMENT LIGHT INDUSTRIAL P. f woo DOC. NO. 2010-71, DOC. NO. 2010-71, 1 R.D.C.T. zco P.R.D.C.T. P.R.D.C.T. P.R.D.C.T. 10 I.I.E. (PRIVATE) DOC. NO. 2010-71, zin co b.CD 106 15' WATER EASEMENT V-.RC P.R.D.C.T. 2012-129 P.R.D.C.T. 10'X30' W.E. ZONING DESIGNATION: zo- -71, c*4 21.6'x28' U.E. (PRIVATE) o. . /-DOC. Na. 2010 DOC. NO. 2010-71, rz� LIGHT INDUSTRIAL P.R.D.C.T. 15' D.E. (PRIVATE) OC. NO. 2012-129 P.R.D.C.T. 30' ACCESS & P.R.D.C.T_ ACCESS EASEMENT V) 2012-i29 15' WATER EASEMENT _�IGIVATION 4z EMERGENCY' ESMT. 7ZONtNG BE No :2�VARIABLE WIDTH 10'X10' W.E. m I I / DOC. NO. 2010-71, NO. DOC. NO. 2012-129 COSERV EASEMENT C. NO. 2010-71, 'Y. PG. 388 io< LIGHT fNqUS77?IAL P.R.D.C.T. It 33jpP.R.D.C.T. INST. NO. 2008-8553 P.R.D.C.T. P.R.D.C.T. clao —1-4 ACCESS EASEMENT 11 T Jxs_ I.R.F.D.R.D.C.T. /-j k L , I j r DOC. NO. 2012-129f I,.R F. __:�LL P.R.D.C.T. _ — - S 29*09 �T,` E — — -Ad I I I IACCESS ESMT. krr% 1 24' ACCESS & EMERGENCY ESMT. I % 1 1 167.70 DOC. NO. 2012-129 1 1 1 VARIABLE WIDTH DOCI 0. 2012-129 _I�_R.Q_C.7[. — — I I DOC. NO. 2010-71, P.R.D.C.T. I I I I CO — — — INST. NO. 2008-85531, VARIABLE WIDTH COSERV. ESMT. P.R.D.C.T. COSERV EASEMENT INST, NO. 2008-85531 VARIABLE WInTw nw. 2010-71, P.R.D.C.T. 0 24' ACCESS & ERGENCY ESMT, 20' SANITARY SEWER EASEMENT 15' DRAINAGE DOC. NO. 2010-71, EASEMENT I jl1I, 11 =a DOC. NO. 2010-71, "''' P.R.D.C.T. 0CdT. 2010-71, .15'X40' WATER ESMT. C. NO, 2010-71, P.R.D.C.T. — — — — — — — — — --I L 7 XF MAU#. 000R" A 30' ACCESS & 10.5552 AC. EMERGENCY EASEMENT CAB. -Y-. PG. 388 P.R.D.C.T. ZONING DESIGNATION: LIGHT INDUSTRIAL VARIABLE WIDTH COSERV EASEMENT INST. NO. 2008-85531 D.R.D.C.T. RnOA7�Tn"—W S 29`12`30" E - 164. 0 xfS 29* 12'30 - E 374.02' 33.00, — — — — — — — — — — - - - - - - - - - - - — — — — — — — ®® — — 11 N 60*47'30" E 30' XF yr _j ACCESS & EMERGENCY EASEMENT XF 62.25' CAB. *Y. PG. 385 11 S 29" 12'30" E s 60*47'30" W — — — — — — — — — — — — — — — — — -Z i I -- +___ — — — — rzg.-W —; 16.66' XF' L7 xFl I / rn 1 30' ACCESS T; •UABLE WIDTH COSERV. ESMT. NST. NO. 2008-85531, *.R.D.C.T. VARIABLE WIDTH COSERV. ESMT. I INST. ,C*TNO, . 2008-85531, { i D*R,D - CCESS & EME30RAGENCY ESMT. CAB. *Y, PG. 388 II j ! P.R.D.C.T. 15' WATER EASEMENT I CAB. "r, PG. 388 P.R.D.C.T. LOT, DI-VIIA ^ I I = E LEWISWUE TOWNE CROSSING ADD177ON I IIIM I uj _j C48, *Y" PG. 388 AwhAhL CS P.R.D.C.T. m C4 I I f I ZONING DESIGNA 770N. LIGHT INDUSTRIAL O*w xFL 1 15 . 'Y*,WATER PG.EASEM388ENT 25' S.S.E. D.C.T. P.R. N 60*47'30 " E -44.77' 388 F R.C.T. Nooi Ivn" w - ",61I.R. .o S 29*12'30" E - 24 [ I XF' 6.32' 1 1 1 1 I EMERGENCY ESMT.1 LOT 7, BLOCK A LEWISVILLE TOWNE CROSSING ADDITION CAB Or, PG. 388 P.R.D.C.T ZONING DESIGNATION. LIGHT INDUSTRIAL 30' DRAINAGE ESMT. (PRIVATE) CAB. "Y", PG. 388 1 CAB. -Y-, PG. 388 P.R.D.C.T. 0' SANTIM. P.R.D.C.T. 15. WATER EASEMENT SEWE2R EASEMM�---' L CAB. 'Y", PG. 388 CAB. 'Y*, PG. 388 L — — — — — — — 15- DRAINAGE ESMT. (PRIVATE) P.R.D.C.T. CAB. `Y% PG. 388 P.R.D.C.T. 15' ELECTRIC LINE EASEMENT TO DENTON COUNTY ELECTRIC COOPERATIVE INST. NO. 2006-131837 15' WATER EASEMENT D.R.D.C.T. • ( CAB. -Y-, PG. 388 ON, �p P.R.D.C.T. I O'X20WATER EASEMENT 24' ACCESS Y, PG. 388 EMERGENCY ESMT. 518- I.R.F P.Rb.C.T. CAB. *Y*. PG. 388 35' WATER & SANITARY P.R.D.C.T. SEWER EASEMENT PIII I.R.D.C.T. P.R.D.C.T. 518 - 1. R. F. 15' DRAINAGE ESMT. (PRIVATE) PG. 388 CAB. 'Y", PG. 388 EMERGENCY & EMERGENCY ESMT. C6 CAB. *Y*, PG, 388 9 P.R.D.C.T. 10'X1O' WATER EASEM r /* / R. F 58 - CAB. -Y-, PG. 388 VARIABLE WIDTH COSERV EASEMENT P.R.D.C.T. INST. NO. 2008-85531 NOTES: 1. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE CITY OF LEWISVILLE, RECORDED IN CABINET 'Y, PAGE 388, OF THE PLAT RECORDS OF DENTON COUNTY. TEXAS. 2. THIS PROPERTY LIES ENTIRELY WITHIN THE CASTLE HILLS EXTRA TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE. 3. THIS PROPERTY LIES ENTIRELY WITHIN THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1F. 4. UNLESS SPECIFICALLY LABELED OTHERWISE, THE WATER EASEMENTS AND SANITARY SEWER EASEMENTS SHOWN HEREON ARE DEDICATED TO THE DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. IF. 5. THE DRAINAGE EASEMENTS SHOWN HEREON AS *PRIVATE" ARE FOR THE BENEFIT OF AND USE BY THE OWNER OF LOT 8R-1& BLOCK A OF THIS LEWISVILLE TOWNE CROSSING ADDITION. 6. THE DRAINAGE EASEMENTS SHOWN HEREON AS "PUBLIC" ARE DEDICATED TO THE DENTON COUNTY FRESH WKI'ER SUPPLY DISTRICT NO. 1F. 7. VARIANCE- PUBLIC WATER LINES ARE NOT REQUIRED TO BE WITHIN *GRASS ONLY' AREAS. 8. THIS PROPERTY WILL BE SERVED BY CITY OF LEWISVILLE WATER. DEVELOPER WILL PROVIDE MASTER WATER METERS PER CITY OF LEWISVILLE DETAILS AND PER WATER AGREEMENT DATED JANUARY 28, 2008. ALL WATER LINES AND METERS ON THE INSIDE OF THE MASTER METERS ARE PROPERTY OF THE FRESH WATER DISTRICT. FLOOD NOTE: ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — FEDERAL INSURANCE ADMINISTRATION — NATIONAL FLOOD INSURANCE PROGRAM — FLOOD INSURANCE RATE MAP — F.I.R.M. — FOR DENTON COUNTY, TEXAS — COMMUNITY PANEL NO. 48121CO560 G, EFFECTIVE DATE APRIL 18, 2011: THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AREA OF 100—YEAR FLOOD. nil j I f l I 1 1 I I 30' ACCESS & { I I I w 1 (JI j EMERGENCY EASEMENT 15' DRAINAGE ESMT. (PRIVATE) -Y-, PG. 388 P.R.D.C.T. PR CAB. Y, PG. 388 P.R.D.C.T. 24' ACCESS & EMERGENCY EASEMENT -CAB. *Y*, PG. 388 BOUNDARYLINE TABLE N --8O#J2'1 N 29* 12,jo w BOUNDARY CURVE TABLE NO. RADIUS DELTA ARC CH. BEARING CHORD C1 5789.58' 04*07'09" 416.22' N 26*557'29m W 416-14' C2 77. 00' 51*19**48" 68.98' N 35*07'36" E 66.70' C3 155.00' 25*48'13" 69.81' N 22*21'49" E 69.22' C4 21.12' 64*28**25" 23. 77' N 03'0 1 `43" E 22.55' C5 18Z48' 14'32'04" 47.56' N 62*32'23" E 474j' C6 187.48' 14*32'04" 47.56' N 62*3223" E 47.43' C7 5789.58" 01*0634" 112. 11' N 25*25'12" W 112. 11' C8 5789.58' 0X00'35" 304.12' N 27*28'46" W P.R.D.C.T. -11 lffxl5 WATER EASEMENT CAB. -r, PG. 388, P.R.D.C.T. J,, S 29012-'30" E 327-78' 518 I.R.F. I II LOT 3, BLOCK A LEWISVILLE TOWNE CROSSING AMMON CAB. OY, PG. 388, P.R.D.C.T ZONING DESIGNA770N LIGHT INDUSTRIAL FINAL PLA T XS — "X" SET IN CONCRETE XF — 'Y FOUND IN CONCRETE I.R.F. — IRON ROD FOUND CM — CONTROLUNG MONUMENT I.R.S. — IRON ROD SET DOC. NO. — DOCUMENT NUMBER CAB. PG. — CABINET PAGE D.R.D.C.T. — DEED RECORDS DENTON COUNTY TEXAS P.R.D.C.T. — PLAT RECORDS DENTON COUNTY TEXAS ESMT. — EASEMENT W.E. — WATER EASEMENT D.E. — DRAINAGE EASEMENT S.S.E. — 'SANITARY SEWER EASEMENT OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, 7X 78701 CONTACT.• DANIEL CAMPBELL PHONE: (512) 682-5566 CATES-CLARK & ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, 7X 75254 CONTACT- DANIEL STEWART, P.E. PHONE.• (972) 385-2272 'st_Adv--1v-f_5.-A G01%soq1 U-1ALt LEWIS V.&ILE miff'70""'WNE CROSSING ADDITION 0 r2jW _& A & 4!2 r2,W -&M% "Ar O^1or A LOTSon 7A all IF03r x7s. %on 11.5877 ACRES ZONING DESIGNATION: LIGHT INDUSTRIAL BEING A REPLA T OF ALL OF LOT 8R- 1, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION T. WILSON SURVEY, ABSTRACT NO. 1352 DENTON COUNTY TEXAS AUGUST 1., 2016 ---- DOC. _-P.R.D.C.T. CCA NO. 077-009 PURPOSE OF REPLAT: SUBDIVIDE ONE (1) LOT INTO TWO (2) LOTS. I � N # a; THENCE NORTH 60' 47' 30* EAST DEPARTING THE EASTERLY RIGHT-OF-WAY LINE OF SAID JOSEY LANE AND ALONG THE SOUTHERLY LINE OF SAID LOT 8R-2 FOR A DISTANCE OF 253.73 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAME BEING THE SOUTHEAST CORNER OF SAID LOT 8R-2; THENCE NORTH 29* 12' 30* WEST ALONG THE EASTERLY LINE OF SAID LOT SR-2 AND PASSING AT A DISTANCE OF 118.50 FEET THE NORTHEAST CORNER OF SAID LOT 8R-2, SAME BEING THE SOUTHEAST CORNER OF 8R-3, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN DocumENr NUMBER 2012-129 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS, AND CONTINUING A DISTANCE OF 216.83 FEET ALONG THE EASTERLY LINE OF SAID LOT 8R-3 FOR A TOTAL DISTANCE -OF 335.33 FEEr TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAME BEING THE NORTHEAST CORNER OF SAID LOT :• THEM SOUTH 60' 47' 30" WEST ALONG THE NORTHERLY LINE OF SAID LOT 8R-3 FOR A DISTANCE OF 253.26 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER IN THE EASTERLY RIGHT-OF-WAY LINE OF SAID JOSEY LANE, SAME BEING THE NORTHWEST CORNER OF SAID LOT 8R-3; THENCE NORTH 29' 07' 51' WEST ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID JOSEY LANE FOR A DISTANCE OF 46.01 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER, SAME BEING THE SOUTHWEST CORNER OF LOT 4R, BLOCK A. LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL. JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN DOCUMENT NUMBER 2010-71 OF THE PLAT RECORDS OF DENTON COUNTY. TEXAS; THENCE NORTH 60' 47' 30" EAST DEPARTING THE EASTERLY RIGHT-OF-WAY LINE OF SAID JOSEY LANE AND ALONG THE SOUTHERLY LINE OF SAID LOT 4R, FOR A DISTANCE OF 300.80 FEET TO AN "X" IN CONCRETE FOUND AT THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 77.00 FEET, A CENTRAL ANGLE OF 51' 19' 48", AND A CHORD BEARING NORTH 35' 07' 36" EAST, AT A DISTANCE OF 66.70 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID TANGENT CURVE TO THE LEFT AND ALONG A COMMON LINE OF SAID LOT 4R FOR AN ARC DISTANCE OF 68.98 FEET TO A 5/8 INCH 'IRON ROD FOUND FOR CORNER; THEM NORTH OT 27' 42" EAST CONTINUING ALONG A COMMON LINE OF SAID LOT 4R FOR A DISTANCE OF 82.94 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; THENCE NORTH 80' 32' 18" WEST CONTINUING ALONG A COMMON LINE OF SAID LOT 4R FOR A DISTANCE OF 32.00 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; THENCE NORTH 09' 27' 42" EAST CONTINUING ALONG A COMMON LINE OF SAID LOT 4R FOR A DISTANCE OF 12.84 FEET TO AN •X" FOUND IN CONCRETE AT THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 155.00 FEET, A CENTRAL ANGLE OF 25' 48' 13", AND A CHORD BEARING NORTH 22' 21' 49" EAST AT A DISTANCE OF 69.22 FEET; THDJCE NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT. SAME BEING A COMMON LINE OF SAID LOT 4R, FOR AN ARC DISTANCE OF 69.81 FEET TO AN 'X" FOUND IN CONCRETE FOR A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 21.12 FEET, A CENTRAL ANGLE OF 64' 28' 25"1 AND A CHORD BEARING NORTH OX 01' 43' EAST AT A DISTANCE OF 22.53 FEET; THENOE NORTHERLY ALONG THE ARC OF SAID REVERSE CURVE TO THE LEFT, SAME BEING A COMMON LINE OF SAID LOT 4R, FOR AN ARC DISTANCE OF 23.77 FEET TO AN "X" IN CONCRETE FOUND FOR CORNER; THENCE NORTH 29' 12' 30' WEST CONTINUING ALONG A COMMON LINE OF SAID LOT 4R FOR A DISTANCE OF 14.25 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER IN THE SOUTHERLY LINE OF LOT 2, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL. JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET Y, PAGE 388 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 60' 47' 30" EAST ALONG THE COMMON LINE OF SAID LOT 2 FOR A DISTANCE OF 44.77 FEET TO A 5f8 INCH IRON ROD FOUND AT THE SOUTHEASTERLY CORNER OF SAID LOT 2; TH04CE NORTH 29' 12' 30' WEST ALONG THE EASTERLY LINE OF SAID LOT 2 FOR A DISTANCE OF 226.05 FEET TO A 5/8 INCH IRON ROD FOUND FOR THE NORTHEASTERLY CORNER OF SAID LOT 2 IN THE SOUTHERLY RIGHT OF WAY LINE OF STATE HIGHWAY 121 (A "VARIABLE WIDTH RIGHT OF WAY); 7HENCE NORTH 50' 55' 00' EAST ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID STATE; HIGHWAY 121 FOR A DISTANCE OF 44.12 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; THENCE NORTH 55' 16' 21" EAST, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY 121 FOR A DISTANCE OF 118.03 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER AND THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 187.48 FEET, A CENTRAL ANGLE OF 14' 32' 04", AND A CHORD BEARING NORTH 67 32' 23" EAST AT A DISTANCE OF 47.43 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, AND ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY 121 FOR AN ARC DISTANCE OF 47.56 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAME BEING THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 187.48 FEET, A CENTRAL ANGLE OF 14' 32' 04". AND A CHORD BEARING NORTH 62' 32' 23" EAST AT A DISTANCE OF 47.43 FEET; THEM NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, AND ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 121 FOR AN ARC DISTANCE OF 47.56 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER; THENCE NORTH 5T 16' 21' EAST ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 121 FOR A DISTANCE OF 130.17 FEET TO THE NORTHWEST CORNER OF LOT 3, BLOCK A OF LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET Y. PAGE 388 OF THE PLAT RECORDS OF DENTON COUNTY, 'TEXAS; THENCE SOUTH 29' 12' 30" EAST ALONG THE WESTERLY LINE OF SAID LOT 3 FOR A DISTANCE OF 327.78 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER IN A COMMON LINE OF LOT 7, BLOCK A, LEWISVILLE TOWNE CROSSING ADDITION, AN ADDITION TO THE EXTRA -TERRITORIAL JURISDICTION OF THE CITY OF LEWISVILLE TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET Y, PAGE 388 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; INENCE ALONG A COMMON LINE OF SAID LOT 7. THE FOLLOWING COURSES AND DISTANCES NUMBERED (1) THROUGH (9): 1) SOUTH 60' 47' 30" WEST FOR A DISTANCE OF 360.33 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; 2) SOUTH 29' 12' 30" EAST FOR A DISTANCE OF 129.66 FEET TO AN 'X" FOUND IN CONCRETE FOR CORNER; 3) SOUTH 60' 47' 30" WEST FOR A DISTANCE OF 33.00 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; 4) SOUTH 29' 12' 30" EAST FOR A DISTANCE OF 374,02 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; 5) NORTH 6(r 47' 30" EAST FOR A DISTANCE OF 62.25 FEET TO AN 'X" FOUND IN CONCRETE FOR CORNER; 16) SOUTH 29' 12' 30" EAST FOR A DISTANCE OF 246.32 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; 7) SOUTH 6T 47' 30" WEST FOR A DISTANCE OF 16.66 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; 8) SOUTH IDS 07' 20" WEST FOR A DISTANCE OF 78.35 FEET TO AN "X" FOUND IN CONCRETE FOR CORNER; 9) SOUTH 29- 12' 30" EAST FOR A DISTANCE OF 164,04 FEET TO A 5/8 INCH IRON ROD FOUND FOR CORNER IN THE NORTHERLY RIGHT-OF-WAY LINE OF SAID WINDHAVEN PARKWAY, SAME BEING THE MOST SOUTHERLY SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 60* 50' 28* WEST ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID WINDHAVEN PARKWAY FOR A DISTANCE OF • TO A 5/8 IRON R•► FOUND FORCORNER; THENCE SOUTH 67* 36' 32" WEST ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID WINDHAVEN PARKWAY FOR A • OF TO A 5/8 INCH IRON '•a FOUND FORCORNER; THENCE SOUTH 66' 02' 39* WEST ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID WINDHAVEN PARKWAY FOR A DISTANCE OF 69.00 FEEr TO A 5/8 INCH IRON ROD FOUND FOR CORNER, SAME BEING THE EASTERNMOST END OF A ','CORNER CUP AT THE INTERSECTIONOF f' • OF a WINDHAVEN PARKWAY AND THE EASTERLY • OF r JOSEY a - - i- • s • ! r • • - a • r• �- - i • • �► • - r # i i' • t • • r e< a a •- ! f • : • ! i. t i9• • � ! ! t i- f ALL LOTS IN THE SUBDIVISION SHALL BE• • AND DEVELOPED • THE B111,26ING SETBACK LINES SHOWNON HMC LEWISVILLE TC, LLC A DELAWARE LIMITED LIABILITY COMPANY BY.• HARBERT UNITED STATES REAL ESTATE FUND W GP, LLC A DELAWARE LIMITED LIABILITY COMPANY, #;S GENERAL PARTNER BY: NAk NOTARY STATE OF TEXAS COUNTY OF DALLAS ,f , BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED �}L.3fdL KNOWN TO ME TO BE THE PERSON AND OMCER WHOSE NAME IS SUBSCRIBED TO THE ABOVE A FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME A,' THE ACT OF HMC LEWISVILLE TC, LLC A DELAWARE LIMITED LIABILITY COMPANY, FOR THE PURPOSES AND CONSIDERATON THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS d DAY OF 2016. ,arRrry .y ANN MARIE MCMULLEN J' Notary Public, State of Texas O ARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATION Comm. Expires 05-06-2020 Notary ID 13064554-1 NOTARY STATE OF COUNTY OF BEFORE �ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC, ON THIS DAY PERSONALLY APPEARED t.--,Utrt KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED T THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE SAME WAS THE ACT OF WELLS FARGO BANK, AND THAT HE/SHE EXECUTED THE SAME AS THE ACT OF SUCH BANK FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. 2` a GIVEN UNDER MY RAND AND SEAL OF OFFICE ON THIS IPV4 It 6, i e • •• THE STATE :F Ex - ON WANDA 1. RIOS WA" Pu Nk. Su t of Now .v0fk Registrstioa #01RII6272425 Qualified In Kings Canny Cwntv sion Expire• Nover"iw it?, 2ois SURVEYOR'S CERTIFICATION 1, LAWRENCE A. CATES, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY 'THAT I HAVE PREPARED THIS ' PLAT FROM AN ACTUAL ON THE GROUND SURVEY OF THE LAND, AND THE MONUMENTS SHOWN HEREON WERE FOUND AND/OR PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE PLATTING 'RULES AND REGULATIONS OF THE CITY PLAN COMMISSION OF THE CITY OF LEWISVILLE, TEXAS. Sa! LAWRENCE A. CATES, P.E., R.P.L.S. . ! ............ s . REGISTERED PROFESSIONAL LAND SURVEYOR NO. 37173717 + ir�tElG. CATS 1.t♦♦rt•#4.04•if Mrt4�i• ! ! a> 14101 JU I slmil�• BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED LAWRENCE A CATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND ANDSEAL OF OFFICE ON THIS DAY OF F , 2016. A (4t. ' N ARY PUBLIC IN AND FOR THE STATE OF TEXAS EXPIRATION •"Y"p,,r, LAURIE L. BARNETT , •, y Notary Public, State of Texas my commission Expires '•'oF�+;c Fobruruy 11, 9017 VARIANCES APPROVED: VARIANCES FROM THE LEWISVILLE GENERAL DEVELOPMENT ORDINANCE DATED JANUARY 22, 1994 III. PLAN SUBMITTAL AND APPROVAL PROCEDURES: FOR THE BRIGHT RANCH DEVELOPMENT, THE FOLLOWING PUBLIC PARK CRITERIA WILL BE ACCEPTABLE: (A) PARKS THAT EXCEED THE MINIMUM LEWISVILLE PARK LANDSCAPE AND SITE DEVELOPMENT STANDARDS. (B) PARKS LOCATED IN THE 100 YEAR FLOOD PLAIN. (C) PARKS THAT CONTAIN LAKES. CREEKS OR WATER DRAINAGE COURSES THAT MAY NOT CONFORM TO CITY ENGINEERING STANDARDS, BUT ARE IMPROVED TO RESIST EROSION. (D) PARKS THAT ARE LESS THAN ONE ACRE. (E) PARKS HAVING UNUSUAL TOPOGRAPHY OR SLOPES. V. PUBLIC IMPROVEMENTS:. 1. CONSTRUCTION STANDARDS: UNTIL THE "BRIGHT RANCH" PROPERTY IS ANNEXED INTO THE CITY OF LEWISVILLE, CONSTRUCTION PERMITS WILL NOT BE REQUIRED AND CONSTRUCTION INSPECTION FEES WILL NOT BE IMPOSED ON STREETS, UTILITIES, BUILDINGS OR OTHER IMPROVEMENTS ON THE "BRIGHT RANCH" PROPERTY. HOWEVER, SUCH IMPROVEMENTS WILL BE BUILT TO CITY OF LEWISVILLE CONSTRUCTION STANDARDS OR BETTER. CONSTRUCTION STANDARDS CONFORMANCE WILL BE DOCUMENTED BY A MUTUALLY ACCEPTABLE INDEPENDENT QUALIFIED AGENCY OR CONTRACTOR. 2. PAVING: THE FOLLOWING CHANGES SHALL BE MADE FOR THE "BRIGHT RANCH" PROPERTY. (A) STREETS - STREETS MAY INTERSECT AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION AS SPECIFIED 1N THE 1973 AASHTO RED BOOK. 1. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. (B) SIDEWALKS - SIDEWALKS WILL NOT BE REQUIRED ON BOTH SIDES OF THE STREET IF ONE SIDE OF THE STREET IS A PARK OR GREENBELT. (C) DRIVEWAYS 1. ALLOW DRIVEWAYS TO ACCESS ONTO RESIDENTIAL STREETS, RESIDENTIAL. 2 LANE COLLECTOR STREETS AND RESIDENTIAL. 4 LANE DIVIDED STREETS. 2. ALLOW MINIMUM DRIVEWAY 'WIDTH OF 9 FEET 6 INCHES. 3. ALLOW THE RADIUS OR FLAIR POINT AT THE STREET OR ALLEY OF ANY SINGLE FAMILY DRIVEWAY TO EXTEND BEYOND THE PROPERTY LINE. (D) ALLEYS 1. ALLOW ALLEYS TO INTERSECT STREETS AT LESS THAN 90 DEGREES IF ADEQUATE SIGHT LINES ARE PROVIDED AT THE INTERSECTION. 2. NO ALLEYS NEED TO BE PROVIDED FOR LOTS IN SUBDIVISIONS WHERE LOTS AVERAGE 10.000 SQUARE FEET OR MORE. 3. LAYDOWN CURB WILL BE USED ON ALL STREETS AND ALLEYS. 3. LOTS: SIDE ONES OF LOTS SHALL NOT BE REQUIRED TO BE AT RIGHT ANGLES TO STRAIGHT STREET LINES AND RADIAL TO CURVED STREET LINES. SINGLE FAMILY AND DUPLEX LOTS ARE ALLOWED TO ADJOIN A PRIVATE STREET IF THE PRIVATE STREET IS WITHIN A CONTROLLED ACCESS RESIDENTIAL SUBDIVISION. 4. EASEMENTS: (A) GENERAL PROVISIONS - ALLOW A 15' EASEMENT ON ONE ;SIDE OF A WATER COURSE, DRAIN WAY, CHANNEL OR STREAM. (B) WATER AND SANITARY SEWER LINE EASEMENTS - A 10 FOOT SET -BACK REQUIREMENT FROM A SECONDARY 4 INCH OR SMALLER PRESSURIZED WATER LINE IN AN ALLEY AND A 5 FOOT SET -BACK REQUIREMENT FROM A NON - PRESSURIZED UTILITY LINE EASEMENT SHALL NOT BE REQUIRED. (C) STORM DRAINAGE EASEMENTS - A STREET SHALL. BE CONSIDERED AN EASEMENT ADJACENT TO AN OPEN STORM DRAINAGEWAY, FIGURE 6 - CONTROL OF ACCESS LIMITATION THE RESIDENTIAL ACCESS LIMITATION FROM THIS ILLUSTRATION WILL NOT BE APPLICABLE, FIGURE 7 - STREET DESIGN CRITERIA RESIDENTIAL. STREET, 2 LANE, 31' (B-B): ADD MAX. DEGREE OF CURVATURE OF 40 DEGREES / 200' ALLOW INTERSECTION CURB RADIUS OF 20' RESIDENTIAL STREET, 2 LANE, 37' (B-B): ADD MAX. DEGREE OF CURVATURE OF 30 DEGREES / 300' ALLOW INTERSECTION CURB RADIUS OF 20' 5. DRAINAGE - A 15' WIDE MAINTENANCE EASEMENT ALONG BOTH SIDES OF A DRAINAGE WAY OR A 20' WIDE EASEMENT ALONG ONE SIDE WILL NOT BE REQUIRED ON A GOLF COURSE. DRAINAGE COURSES WILL NOT BE REQUIRED TO HAVE AN ENCLOSED STORM SEWER SYSTEM OR CONCRETE OR COMPOSITE CHANNEL IF THE DRAINAGE COURSE IS LANDSCAPED AND ENGINEERED TO HANDLE WATER FLOWS AND TREATED TO LOOK LIKE A NATURAL STATE. 5. WATER LINES: ALLOW WATER METERS ON A PRIVATE PROPERTY IF ADJACENT TO AN ALLEY, (A) METER REQUIREMENTS - ELECTRONIC REMOTE READ METER WILL BE ALLOWED BY THE CITY OF LEWISVILLE FIGURE 24 -- UTILITIES PLAN WITHIN STREET R.O.W. UTILITIES ARE NOT REQUIRED TO BE LOCATED BETWEEN THE CURB AND THE SIDEWALK. VARIANCE APPROVED BY LEWISVILLE CITY COUNCIL ON APRIL 21, 2008 TO ALLOW PUBLIC WATER LINES NOT TO BE REQUIRED IN GRASS ONLY AREAS. ALL VARIANCES (IF ANY) FROM THE GENERAL DEVELOPMENT OR INANCE APPR BY CITY COUNCIL UU � u r JAPES) DAVIS, CHAIRMAN DA E P ING AND ZONING COMMISSION CITY OF LEWISVILLE, TEXAS WITNESS BY HAND1lj THIS JULIE HEINZE, CITY SECRETARY CITY OF LEWISVILLE, TEXAS T01871F11. t • ZONING DESIGNA TION: LIGHT INDUSTRIAL BEING • •LAT OF ALL �.F LOT • ' BLOCK TOWNELEWISVILLE • ADDITION T. WILSON SURVEY ABSTRACT DENTON TEXAS AUGUST 2016 FILEDIII OWNER EOP LEWISVILLE, LTD. 504 LAVACA STREET, SUITE 1160 AUSTIN, TX 78701 CONTACT, DANIEL CAMPBELL PHONE. (512) 682-5566 ENGINEER/SURVEYOR CATES-CLARK & ASSOC., LLP 14800 QUORUM DRIVE, SUITE 200 DALLAS, TX 75254 CONTACT- DANIEL STEWART, P.E. PHONE: (972) J85-2272 •' , # Y southerly corrw of said Lot 8R-IA and being in the northwest fins o(Wndhaven Pwkway (a e Y3 i - :. a^ tee s } # 3 •.. 3..# psi "..RIf to"Xftl Parkway, South 00 "rees: 60 minutes 17 sominds West76,60 feet to 0 OOPW iron rod found.,. South 67 degrees, 36 minutes 21 s0000ds, West, 113.56 Isat to a cWped iron rood found Y' c, $ $ # _ •za .E ! *♦r a a a -«art'$ 9 r: .a :r THENCE Noft 69 degrees 23 mintAes 23 soo!. CK WOO, 47AI Met along said 00mew dip to tthe PO4UTC; ! cor4aiNng 44,a74 .. # or `z ;t r :#� eri asi. s: �$ .' -$ i1: ae a • .ri Panek s=aa Ao0ust-i _:►• i_! under'e ' ♦ 0: '««- both of • MOW Ro:��a of Denton County, Texas. "�' is i $ !e� '•'} * ! ! AN so ' }... - 9 ert � a- s _ s . Ei rx,! • • •.. rs t e.Y. • ♦ * s-t _ i! .'4i • < v> are E . a r•*_ $ _ ,a ! .E # #:: $- a :- a E ... # a a . E aE' '+ :i ..a•!. $ . s.a• # a . #; ::a a Y s.a :i a !: a a. ! #"� $. !':.aJ .i � s;�-. to $ i • Y i t _ � E ! _ $ ! of # E :" axe• !'.. # !i :. t ;sa :4. .'# • .�# -rt f 4'-- a'^ t ♦ i! it. !a $ �.#st .' AN in the Ovision shalt be _ sub, to the building Dimsshown Plat,41 E r ow e- Flo STAT15 OF TEXAS COUNTY Cf, Ma i l tundetsigned ft .i.... -eO00%ELLknown to me to be the person whose #IOM is SubwAbed to the fomgoi% A t s t ASANDOWD EASEMENT LIME TABLE k N � k? L �T � L Y47' 19" 29.0v � 'f4 9.00 A C N-\- LEQEND w IRON ROD FOUND oft CAPP-ED IRON ROD SET *PROP. COR. SMJER" ow CWPED IRON ROD FOUND *MkS 1890* MIMEDFOUND OWWCTE vCONTRO(LING MONUMENT Ile (01 • ' �i+ �1. " Ile ell� ,ov �x k lose : 71 oee TKO&' WIN lB CFFPA #" 1 4 _ e: •. . � y v .. ,P. 1. #:�.: w i + 4 "Mr7 a t s a; @.+► -!s :. ! ! `. :. ! � !.. a ..�. a .i !° «ras • c Y a a a s = gl * * . ! e .. l C12- ii i- sM t1 °:gala ! -e :r:. � � rr $ s; tr, .: #, t F. # :.. .- `- - +='• MLLY sT.. 7 .. t STA'M Cf TEXAS a.� - •t_,k.;.:.# !. f. .♦..• i Ste -i .-9•: + E 0 0 19 91 LADCATION M 1Alt oxoom am onehaff kO Iron mi* wi0th yellow cap stornp "Prop Cor BoW unless vithetwise noted. c . _ t_ odh Central. ft �MAM3. flood3SeAng a portion d this addition by metas and boomols is a vioWtittn of iown otdinance and state I this t:t., does:$ a that r- property t a? r structuresOmwn willbe ; • as;; rt flood d"e. On rem occasions, grealivir foods, cm and will occur mid food twthts may be incmaved byromn-oWe or cmum. This stownent shall not create liabilityon the part of a• a Y a ♦'! a t ak Vo2016,lume Page,2205 Page,of - DentDn CountyDee: Records "_a►• a with the following changes- n in Lq > County, Texas to be Abando iW« a' Page $5531, Deed Records,Denton showna LOT r...•BLOCK 1.032 ACRES ZONING DESIGNATION- UGHT INDUSTRIAL -7 . f H L E-4 J& 1 3F` # l: muff. ,IDS OWN m " WISH M�i f a : S OWi 'V t Pm to ft PLAT Aftoro Dot- a. t :., $..