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OR 2024-1612 Vacating Original Plat for Blackberry Farm Addition1 4886-8445-9477, v. 1 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. 2024-1612 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, DETERMINING THAT THE RIGHT OF WAY DEDICATION, ALL STREETS, ALLEYS, SIDEWALKS AND BRIDGES ARE FOREVER ABANDONED AND SAID STREETS, ALLEYS, SIDEWALKS AND BRIDGES AND THE SAME SHALL FOREVER BE THE RESPONSIBILITY FOR MAINTENANCE AND OPERATION OF THE PROPERTY OWNER/DEVELOPER OR SUCCESSOR IN INTEREST BEING NOW PRIVATE STREETS NOTED AS BLACKBERRY DRIVE, NORTH BEND COURT, PERSIMMON DRIVE, AND WINDMILL DRIVE, AND MORE PARTICULARLY DESCRIBED IN EXHIBITS "C" DOCUMENT NO. 2024-202400119284 AND "D" DOCUMENT NO. 2024-202400119288 ALL OF WHICH ARE FILED IN THE DALLAS COUNTY DEED RECORDS, ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES, AND IS NO LONGER NEEDED OR NECESSARY FOR PUBLIC PURPOSES AND SHOULD BE, AND IS HEREBY, DISCLAIMED AND ABANDONED IN FAVOR OF THE PROPERTY OWNER/DEVELOPER OR SUCCESSOR IN INTEREST; PROVIDING THAT SUCH ABANDONMENT SHALL BE THE INTEREST WHICH THE CITY MAY LEGALLY AND LAWFULLY DISCLAIM AND ABANDON, IF ANY; PROVIDING THAT SAID ORDINANCE SHALL CONSTITUTE A QUITCLAIM DEED THAT MAY BE RECORDED WITH THE COUNTY CLERK OF DALLAS COUNTY TEXAS; AUTHORIZING THE MAYOR TO SIGN; PROVIDING A SEVERABILITY CLAUSE, AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Coppell initially approved final plats which included public streets, alleys and public or franchise utilities located for Blackberry Farm Addition Phases 1 and 2, City of Coppell, Dallas County Texas and more particularly described in Exhibits "A" Document No. 2021-202100152331 and "B" Document No. 2022-202200003157 both filed in the Dallas County Deed Records attached hereto; and WHEREAS, as the owner of Blackberry Farm Addition desired to vacate the above reference dedication as to the streets, alleys, sidewalks and bridges preserved therein by filing a Replat in Documents No. 2024-202400119284 and No. 2024-202400119288; and WHEREAS, the replat continues to reference the dedication streets, alleys, sidewalks, bridges and utilities in Exhibits C and D; and WHEREAS, the owner of Blackberry Farm Addition has or will file an amended Replat to remove any reference to dedicated public streets and alleys; and 2 4886-8445-9477, v. 1 WHEREAS, public streets alleys, sidewalks and bridges are no longer desired or needed and amended Replat removes any dedication language in reference to the streets or alleys; and, WHEREAS, a proper appraisal has been conducted establishing the fair market value of the public street, alleys, sidewalks and bridges which were never accepted to be abandoned to be $0.00; and WHEREAS, the City of Coppell does desire to accept and maintain the drainage and utility easements referred in the Replat of Phase One and Two; and WHEREAS, the City does, however, desire to reserve and retain and accept the Utility dedication in said replat; and WHEREAS, the City of Coppell, in order to avoid confusion or unintended consequences, does hereby forever disclaim and abandon any right, title, interest and/or obligation to any public streets, alleys, sidewalks, or bridges identified in the Exhibits referenced in any Plat or, Replat or amended Plat, but desires to accept, retain and reserve any all utility, drainage utility, emergency access and limited general public access easements in Blackberry Farm Addition Phases 1 and 2. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That the City Council of the City of Coppell, Texas has determined that the right of way dedication all streets, alleys, sidewalks and bridges are forever abandoned and said streets, alleys, sidewalks and bridges and the same shall forever be responsibility for maintenance and operation of the property owner/developer or successor in interest being now private streets noted as Blackberry Drive, North Bend Court, Persimmon Drive, And Windmill Drive, , and more particularly described in Exhibits "C" Document No. 2024-202400119284 and "D" Document No. 2024-202400119288 all of which are filed in the Dallas County Deed Records, attached hereto and made a part hereof for all purposes, is no longer needed or necessary for public purposes and should be, and is hereby, disclaimed and abandoned in favor of the property owner/developer or successor in interest subject to the reservation in Section 2 herein. SECTION 2. The City hereby reserves all the utility, drainage utility, emergency access and limited public access easements and shall be open to the public services, fire and public units, garbage and rubbish collection agencies, and all public and private utilities for public utilities, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the private streets, alleys, utility, sidewalks, bridges, and public access areas is the responsibility of the property owner/developer or successor in interest. No buildings, fences, trees, shrubs or other Improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use the same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other Improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission or anyone. (any public utility shall have the right of ingress and egress to private property for the purpose of operation and any maintenance or service required or ordinarily performed by the utility) SECTION 3. That the fair market value of the said right of ways, or dedication and subject to the reservation herein are and there was no value establish or due in that abandoned herein in that the same has never been accepted, used or maintained easement being abandoned has been determined by an appraisal to be $0. 00. SECTION 4. The City by abandoning said streets, sidewalks, alleys , and bridges to the property owner/developers and/or successor owners of common lots as provided in the Replat and amended Replat, and Homeowners Association covenants and this abandonment ordinance shall constitute a Quitclaim Deed in favor of the abutting property owner(s) to the south, and a certified copy of the same shall be filed in the Deed Records of Dallas County, Texas, to indicate such abandonment. • SECTION 5. That the abandonment provided for herein shall extend only to the public streets , alleys, sidewalks and bridges and the right , title and interest which the City of Coppell, Texas , may have in and to said streets , alleys, sidewalks and bridges , and shall be construed to not extend to the reservation set forth in Section 2 of this ordinance and only to such interests that the governing body of the City of Coppell , Texas .. SECTION 6. If any article , paragraph, subdivision, clause or provision of this ordinance, as hereby amended, be adjudged invalid or held unconstitutional for any reason, such judgment or holding shall not affect the validity of this ordinance as a whole or any part or provision thereof, as amended hereby , other than the part so declared to be invalid or unconstitutional. SECTION 7. That this ordinance shall become effective from and after its passage as the law and charter in such case provide. L~ ;_,.~ !tSED by the City Council of the City of Coppell , Texas, this the 2-'1-/-111 day of __,_~~~~ 2024. 3 4886-8445-9477 , V. 1 ASHLEY OWENS , CITY SECRETARY ROBERT E. HAGE , CITY ATTORNEY 4 4886-8445-9477 , V. 1 5 4886-8445-9477, v. 1 EXHIBIT A 134.65' f DRAINAGE & 02SANITARYSEWERCs co EASEMENT p 9 - w' f S87°42'15"W 140.00 r 10.00' 165.74' 0) 9.30' h 19.24'-' S8704 '1 5"WT9.24' S87°42'15"WT 3.37' 86.95' 0) rn a ovo 0 4 8 v Z ZF 135.27' DETAIL " A " SCALE: 1"=60' N DRAINAGE 1'' O EASEMENT V cid ^ Z DRAINAGE L 9 EASEMENT iQ LOT 23 DETAIL"B" SCALE: 1"=50' DETAIL "C" SCALE: 1"=50' DETAIL"D" SCALE: 1"=50' 26 20',TER EASEMENT INST. N0. 201800057134 O.P. - 27 3 SANIT RY SEW R EAS MENT 28 _ Vol. 3189, P g. 3940 10' E - R.D.C. 29 LAKEWOOD ESTATES Vol. 94057, Pg. 02 DRDCT o 23 < Z L10 SIR CITY OF COPPELL ZONED: SF -7 LAKEWOOD ESTATES 24 V 194057 P 602 REMAINDER 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 D.R.D.C.T. CITY OF CARROLLTON SIR CITY LIMIT LINE N89036'19"E 613.62' CITY OF COPPELL to o . , g. _ D. R. D. C.L. ___ - 448.0 j' ACCESS & FLOOD PLAIN EASEMENT 25 \ Vol. 94057, Pg. 602 OT 6X toD.R.D.C.T. 546 389 30' 0 156.28 72.93 ' \ 4 WATER Cn 143.13' 0 o,` o . J \ EASEMENT o SEE DETAIL "D" c0 o 14 N Ln 15 ,, V 20 DRAINAGE L1 Cti J MFF450.4 ^7 , O Q. oQ EASEMENT is L116MFF450.4 O O ikl, O O / , PART OF 46.071 AC. c12a m C ° Qw -C1g DENTON CREEK LAND CO LTD \ v 0 " 1'- - Vol. 2003133, Pg. 1569 0121 L114 C21 O=. C1s D.R.D.C.T. 9 > rr•• 1L39L13- V DRAINAGE EASEMENT BY134ZONED: PD "259R" SF-7SEPARATE INSTRUMENT MFF450.4 \ 03 Q, Qp3QCj s 125.00 20'DRAINAG I/ L21 LOT 7X 20' DRAINAGE EASEMENT L155 o ! !9 S87 4215 J EASEMENT i %K 20' SANI. SWR. EASEMENT BY \ P' o 10' SIDEWALK (_ SEPARATE INSTRUMENT0030O12 O 6 UTILITY EASEMENT v ` / J I VARI BLE WIDTH O MFF450.4 a7 0 I CCESS FLOOD PLAIN C r f E SEMENT r WZ O/ `24 ' OD V 20 WATER EASEMENT / ' Vol. 9 Pg. 602 125.00z J I....-5' TILITY \ / , EE DETAIL "B" BY SEPARATE INSTRUMENT (0 2EA gINAGE P. .D.C.T. I Ln EAS MENT `% O DRAINAGE / ENT 0 11 r o ^ ® 9 EASEMENT / 31 O MFF450.4 rzn O I LOT 6X ` CONSE eQ\x\L157TION ASEMENT B` , / Q I » 4--•-•---- ' O! c0 -- EASEMENT / > SEPARATEN02175W1173.81 125.0 u o , INSTRUMENT h oS80012'56" 32 CD 10 52 $9,, S80°1 ' / qT 0 O MFF450.4 _ Cp n E 2 56 E p A 'Q.9 9 L31 O _ o? N / 81.44' 115.75 S69 0 .°` 'i T` i \ \ EASEMENT N \ v z _ ! 0J S ' v ' 9 L30 lot P E , •, 89.08 122.1 F iX \ ' QST P, \ v L98 0 O O 33 134.65 o \ o ,,, Fti ? L28 L29 O I g MFF450. 4 f L49J' CO 4 1/ Jv 2 3 'M ^ O 2 / O SEE DETAIL "A o pRAINAGE & s " Ao v CO22 ,;, , sSB. LOT 7X goo ' CQMFF450.2 ry _ v - - SANITARY SEWER MFF450.2 o O FgSEM1E l.T it h ryh ' h M MFF 50.2 ^ + MFF450.2 <, S gyp' Op< 1 O CASE NO X187 / N , ry <, ` O\ ti 6 3584 / S s 3 ' c1p9 s.s _ ' 1"), -r ,,, °° 9s c0 R LOT 7X",\ Fo 34 165.74 O S F '9i / NSERVgnON '' 9 37 , P'.' v 07, C23 , <v 2 0 + S ` y EASEMENT g y5.74 o ^ c I 0.00 MFF450.8 16 - N '17 (\V- T oc' ' 1 g ' ti F SEPARATE -F---• - - 2 'WATER EASEMENT \ 00 ''-- C24 O ti °` INSTRUMENTBLOCK , MFF450.2 +,lV 2 F t L,7 Q ,$ C37 N C15 5' UTILITY C j <v S ~ _ 35 O EASETI LI TY MENT 8 5 8 6 EASEMENT , O •> . C / F V BUILD/ Cfi'0" 6 " o Vc, ' > ` o SEE NOTE 3 20 DRAINAG v / LINE N C38 ° ' <v = O 3 REGARDING IACCESS , I co z C59 cu 62`\ "` M`°.f 1 $ C' RETAINING WALL S ASEMENT I 135.27 U ^ MFF450.2 to N uTl TY A S ; Q-<v Off,/ 0 662 9 -gyp, x'10 Vol. 94057, Pg. 2 o 0) 7 EASEMENT 2S' S/ cy0`i3,Q h N a 6' r 80 L8D.R.D.C.T. 7 !, ! :a B ch a i Og 1 L82 87.35 BLOCK C20' UTIL Y 36 o MFF450.8 870A9'15E N N N 8 ,o </<O O/ <ti ,^' ;\k' 52.94 FEASEMET _____ - ' MFF450.2 ^ O F NG o ' :' 17 ,V1 , C1o5 ' Vol. 94057, g. _ v 124.49 Z MFF450.2 h ryh O 0.06L,J 1 3 +h + 2® / P 602 0 ' MFF450.2 ` ry ,4/ r7 D.R.D.C.T. D AGE .00' cn C79 ry' 9 ," C ° M 16 °' Do MFF450.2 0, ti 7Q Rj f' & SANITARY 37 125 6 J 5 o C8p ' MFF450.2 0`^ O \C\ ry o ` w MFF450.2 0 Nry ^ MFF450.2 qO SEMENTv xl ' MFF450. 8 J MFF450.2 C) j' n 6 C3 1 2$ ON 15 O 5 UTILITY ' O • Vol. WER 85233, Pg. 3 09 o TRANSFORMER O 5 EXISTING 100 YR C87 '\ 1 0 o ti0 9 t C eUl(DING N MFF450.2 CD z EASEMENTJMFF450.2 O 2 z O T;--• 'EASEMENT 25' 25' N 125.00 0 FLOODLINE . p Otiy S S 9 9 1 `2 C5 00 38 TYP ! Ln O 2 '\ ,' O. S e 6 ` 101`` 110 MFF4500 j^00 LAKEWOOD ESTATES 125.00 ' ' O o ZONED: PD °259R° SF -9 „ S N zoi < C16 Q L11 hyo, o BFE / N r 0 MFF450.2 S F N 0 447. Vol. 94057, Pg. 602 U! I o _ ® ! / ',) ,\6j 2011 ' N 5' L53 6 20' 5 BLOCK B o - 32, MFF450.2 5 UnL C2 n DRA 3D.R.D.C.T. o 00 z O . x.39 sj , EasEjyeN + & ACCENAGE N o 00 MFF450.8 o 0 125.00' LOT 4X Qj, . C29 _j ASE ss o 25DRAINAGErv % N , 41- 12 Off- L56 C?8 <OT MENT ry ry a o z zz20' PRIVATE ob 11 ° MFF450.2 O ° " OEASEMENT125.00 ' M 3 O 0 ti 1 O, O ' ` 4 6.61 4ss S 0 2" rn w % o P 602 O MFF450.2 o DRAINAGE cod 1 , V °' sig ' o V f\ U ° WVol. 94057, g. 5 UTILITY J - EASEMENT 'y 9 `, o / G ^ / 0 G X53 o 39 D.R.D.C.T. II Cp EASEMENT I 5 UTILITY ,,, v` 0, y o>/ 0 40-_lj 'p0 4 cif Z EASEMENT o - N21 0 EX MFF450.8 O 125.00' L180 N87°42'15"E be O 13 10 EXISTING OODLINE y 0 c ! j , ¢ 4-; O RIC$ G` is d''MFF45a2 . , SEE DETAIL ^ L1S1 6110.0' 64.31 p , 6" 0 d- $ d O J U L Wo LL Cad 2 Ca 1 4 Oa . v' 0) F449.5n 5 x 10 125.00 -' kc0) MFF450.2 O °° 7 coo ° g TRANSFORMER N 11 r- `'' V) V) CL ILO , MFF450.2 1 .y'S V0,6 6, Obe,MFF449.5 0 OMFF449.5 d EASEMENT (5MFF449.5 ao ` V x zd 0SEEDETAILC z rr,. o c/> > / J' ro w o MFF 50.8 O N87°42'15"E N N 0 15 0 ,, V6 " s F o 'o (TYP) Q0 Q0 0 ` o'}- 0 O•' v o W 91 MFF450.2CA, , ', j,9s9, R, Q, <1\ 0N87042'1 5" rn 125.00 --A O 1 6 N 5' uTILITY ' Q F C"9i 0 1 0 N N, CV W -', EASEMENT ' ', %9 's 0 MFF449.5 0 ' Q P, co MFF450.2 Fi ;> tS (, VA j T 31 125.00' 6,. m„ - 1 cn m p > F g0 5 Ldo 0 U' MFF4502 G (`,, t° DO \G v'> 5 `' c g1 L X89 ` / \ z KIMBLE COURT ADDITION 2 n 15, F3v N 7 C7 G 1 G9 P J O 0 MFF449.0 X106 g2 / ' -- Vol. 77213, Pg. 999 (0 MFF450.8 , w \N v , 'j • ' -. 1 j ' C42 1 h `'3, ,, ,gyp °' 1°c ' /1 D. R. D. C. T. 131 5 cA G G ' O, ' n> Ru'o _6' 1° PRIVATE HOAo2610"W n p 'c, tX %w PROP. 100 Yr. FLOODPLAIN5' WALL MAINTENANCE S77 5' UTILITY <64 / c$ c32 G ° 4 . <. EASEMENT cry MFF449.0 -a 0 EASEMENT FOR 1 5 N Q N CLOMR CASE NO. F v 6 MIN STONE MFF450.8 < ' 8 N EASEMEN . NOo 3 . Q, ' Oh 13-06-3584R SCREENING WALL 10 Go w Fj ®° Q O MFF449.0 ! SEE NOTE 3 O h / ' 1' Ncc. 2 ' o BLOCK O`b 20 DRAINAGE REGARDINGS892123E335.51 SIR G 5 SIR L134'__ '}- . WJMFF449.o moo Oco EASEN ENT ALL O LOT 7X EDWARD COOK SURVEY Off' O 6' MFF449.0 , 5' PRIVAT HOA MAINTENANCEABSTRACTNO. 300 LOT 1 X o 20 MERGENCY <> o ! roximately Location ESS AND 0> co c9 84-14- 99.88' ACCESS, TILITY EASEMENT DAVID - URVEY AeE SMT-. _\ ABSTRACT N0. SIR L8 SIR -C - - _ __(15 PAVEMENT v » - /8' L5 4 z, T _ V co w FIR` CITY OF COPP LL 10' PDE / 2 ` •ry o -' INST. NO. 201800057133 v n 20' DRAINAGE MFF449.0 L3 O.P.R.D. T SIR EASEMENT i1, Vol. EASEMENT 2 J Vol. 3964, Pg. 562 ry moo,. v D.R.D.C.T. / 00 v 1 a L66+ 1` 50' TP&L EASEMENT SEE DETAIL "E" LK EAS ANT " -._._L67 O i' ' PRIVATE HOA SIR, v ('71 5' WALL .MAINTENANCE ACCESS EASEMENT FOR 6 MIN. STONE Q7 SCREENING WALL N 9B CONSERVATION EASEMENTF A Lot 1 R, Block A LOT 7X BY SEPARATE INSTRUMENT OT 09' 20F T"G' `q Denton Creek ©Sandy Lake 20 DRAINAGE 10? 9 3p F SIR °' °' Inst. No. 201200344284 68 EASEMENT '``--- L O. P. R. D. C. T. Dheeraj & Kavitho Akula L1Inst. No. 20070087752 O P R D C T o W CITY OF COPPELL 1 /2FI 24.153 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D. C. T. 125' TP&L EASEMENT CITY LIMIT LINE Approximately Location P' ` O JOHN JACKSON SURVEY ABSTRACT N0/ 8N89014'32"W 763.5 ' W. PERRY ABSTRACT NO. 1152 o•y'G. Co23.6 AC. CITY OF CARROLLTON 00 O CITY OF CARROLLTON POINT OF o Z. Joy' e q 1h Vol. 91226, Pg. 332 N o BEGINNING U L e 00 G• D.R.D.C.T. otiO' X4. 1 LOT 14 °off' J •LU 8°o0'` BFE o ! !! 1' GptG' 445.5 7 N 32 36 10 E os 0. 7.98' SIDEWALK EAS MENT PERSIMMON V_ S S1 2033'02"W DRIVE v to), v 8.78' `1' V ° ao SCALE: 1"=50' LOT 9 0 O DETAIL LOT 3X zo 06 SCALE: 1"=100' 00 UJ O M O 00 pf Q z DETAIL LOT 5X SCALE: 1 "=60' 5' U E I I 5'x10' 50' ROW TRANSFORMER EASEMENT I I AT LOCATION AS INDICATED I TYPICAL SECTION NN SITE DATA TABLE SIR EXISTING ZONING: PD 259 PD 259 U. N 26 96 92' N 39O79 9 SINGLE FAMILY SINGLE FAMILY NO. OF LOTS: LJj---- r MINIMUM LOT AREA: 9000 SF 2 66 L FaP0) n0 o00 00 MINIMUM LOT DEPTH: 100 FEET 100 FEET I 40%(2 STORY N W O M.A.U.E. N IzO and 48%(1 STORY) d7 3,000 SF c FRONT YARD: 00 25' MINIMUM 26 20',TER EASEMENT INST. N0. 201800057134 O.P. - 27 3 SANIT RY SEW R EAS MENT 28 _ Vol. 3189, P g. 3940 10' E - R.D.C. 29 LAKEWOOD ESTATES Vol. 94057, Pg. 02 DRDCT o 23 < Z L10 SIR CITY OF COPPELL ZONED: SF -7 LAKEWOOD ESTATES 24 V 194057 P 602 REMAINDER 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 D.R.D.C.T. CITY OF CARROLLTON SIR CITY LIMIT LINE N89036'19"E 613.62' CITY OF COPPELL to o . , g. _ D. R. D. C.L. ___ - 448.0 j' ACCESS & FLOOD PLAIN EASEMENT 25 \ Vol. 94057, Pg. 602 OT 6X toD.R.D.C.T. 546 389 30' 0 156.28 72.93 ' \ 4 WATER Cn 143.13' 0 o,` o . J \ EASEMENT o SEE DETAIL "D" c0 o 14 N Ln 15 ,, V 20 DRAINAGE L1 Cti J MFF450.4 ^7 , O Q. oQ EASEMENT is L116MFF450.4 O O ikl, O O / , PART OF 46.071 AC. c12a m C ° Qw -C1g DENTON CREEK LAND CO LTD \ v 0 " 1'- - Vol. 2003133, Pg. 1569 0121 L114 C21 O=. C1 s D.R.D.C.T. 9 > rr•• 1L39L13- V DRAINAGE EASEMENT BY134ZONED: PD "259R" SF-7SEPARATE INSTRUMENT MFF450.4 \ 03 Q, Qp3QCj s 125.00 20'DRAINAG I/ L21 LOT 7X 20' DRAINAGE EASEMENT L155 o ! !9 S87 4215 J EASEMENT i %K 20' SANI. SWR. EASEMENT BY \ P' o 10' SIDEWALK (_ SEPARATE INSTRUMENT0030O12 O 6 UTILITY EASEMENT v ` / J I VARI BLE WIDTH O MFF450.4 a7 0 I CCESS FLOOD PLAIN C r f E SEMENT r WZ O/ `24 ' OD V 20 WATER EASEMENT / ' Vol. 9 Pg. 602 125.00z J I....-5' TILITY \ / , EE DETAIL "B" BY SEPARATE INSTRUMENT (0 2EA gINAGE P. .D.C.T. I Ln EAS MENT `% O DRAINAGE / ENT 0 11 r o ^ ® 9 EASEMENT / 31 O MFF450.4 rzn O I LOT 6X ` CONSE eQ\x\L157TION ASEMENT B` , / Q I » 4--•-•---- ' O! c0 -- EASEMENT / > SEPARATEN02175W1173.81 125.0 u o , INSTRUMENT h oS80012'56" 32 CD 10 52 $9,, S80°1 ' / qT 0 O MFF450.4 _ Cp n E 2 56 E p A 'Q.9 9 L31 O _ o? N / 81.44' 115.75 S69 0 .°` 'i T` i \ \ EASEMENT N \ v z _ ! 0J S ' v ' 9 L30 lot P E , •, 89.08 122.1 F iX \ ' QST P, \ v L98 0 O O 33 134.65 o \ o ,,, Fti ? L28 L29 O I g MFF450. 4 f L49J' CO 4 1/ Jv 2 3 'M ^ O 2 / O SEE DETAIL "A o pRAINAGE & s " Ao v CO22 ,;, , sSB. LOT 7X goo ' CQMFF450.2 ry _ v - - SANITARY SEWER MFF450.2 o O FgSEM1E l.T it h ryh ' h M MFF 50.2 ^ + MFF450.2 <, S gyp' Op< 1 O CASE NO X187 / N , ry <, ` O\ ti 6 3584 / S s 3 ' c1p9 s.s _ ' 1"), -r ,,, °° 9s c0 R LOT 7X",\ Fo 34 165.74 O S F '9i / NSERVgnON '' 9 37 , P'.' v 07, C23 , <v 2 0 + S ` y EASEMENT g y5.74 o ^ c I 0.00 MFF450.8 16 - N '17 (\V- T oc' ' 1 g ' ti F SEPARATE -F---• - - 2 'WATER EASEMENT \ 00 ''-- C24 O ti °` INSTRUMENTBLOCK , MFF450.2 +,lV 2 F t L,7 Q ,$ C37 N C15 5' UTILITY C j <v S ~ _ 35 O EASETI LI TY MENT 8 5 8 6 EASEMENT , O •> . C / F V BUILD/ Cfi'0" 6 " o Vc, ' > ` o SEE NOTE 3 20 DRAINAG v / LINE N C38 ° ' <v = O 3 REGARDING IACCESS , I co z C59 cu 62`\ "` M`°.f 1 $ C' RETAINING WALL S ASEMENT I 135.27 U ^ MFF450.2 to N uTl TY A S ; Q-<v Off,/ 0 662 9 -gyp, x'10 Vol. 94057, Pg. 2 o 0) 7 EASEMENT 2S' S/ cy0`i3,Q h N a 6' r 80 L8D.R.D.C.T. 7 !, ! :a B ch a i Og 1 L82 87.35 BLOCK C20' UTIL Y 36 o MFF450.8 870A9'15E N N N 8 ,o </<O O/ <ti ,^' ;\k' 52.94 FEASEMET _____ - ' MFF450.2 ^ O F NG o ' :' 17 ,V1 , C1o5 ' Vol. 94057, g. _ v 124.49 Z MFF450.2 h ryh O 0.06L,J 1 3 +h + 2® / P 602 0 ' MFF450.2 ` ry ,4/ r7 D.R.D.C.T. D AGE .00' cn C79 ry' 9 ," C ° M 16 °' Do MFF450.2 0, ti 7Q Rj f' & SANITARY 37 125 6 J 5 o C8p ' MFF450.2 0`^ O \C\ ry o ` w MFF450.2 0 Nry ^ MFF450.2 qO SEMENTv xl ' MFF450. 8 J MFF450.2 C) j' n 6 C3 1 2$ ON 15 O 5 UTILITY ' O • Vol. WER 85233, Pg. 3 09 o TRANSFORMER O 5 EXISTING 100 YR C87 '\ 1 0 o ti0 9 t C eUl(DING N MFF450.2 CD z EASEMENTJMFF450.2 O 2 z O T;--• 'EASEMENT 25' 25' N 125.00 0 FLOODLINE . p Otiy S S 9 9 1 `2 C5 00 38 TYP ! Ln O 2 '\ ,' O. S e 6 ` 101`` 110 MFF4500 j^00 LAKEWOOD ESTATES 125.00 ' ' O o ZONED: PD °259R° SF -9 „ S N zoi < C16 Q L11 hyo, o BFE / N r 0 MFF450.2 S F N 0 447. Vol. 94057, Pg. 602 U! I o _ ® ! / ',) ,\6j 2011 ' N 5' L53 6 20' 5 BLOCK B o - 32, MFF450.2 5 UnL C2 n DRA 3D.R.D.C.T. o 00 z O . x.39 sj , EasEjyeN + & ACCENAGE N o 00 MFF450.8 o 0 125.00' LOT 4X Qj, . C29 _j ASE ss o 25DRAINAGErv % N , 41- 12 Off- L56 C?8 <OT MENT ry ry a o z zz20' PRIVATE ob 11 ° MFF450.2 O ° " OEASEMENT125.00 ' M 3 O 0 ti 1 O, O ' ` 4 6.61 4ss S 0 2" rn w % o P 602 O MFF450.2 o DRAINAGE cod 1 , V °' sig ' o V f\ U ° WVol. 94057, g. 5 UTILITY J - EASEMENT 'y 9 `, o / G ^ / 0 G X53 o 39 D.R.D.C.T. II Cp EASEMENT I 5 UTILITY ,,, v` 0, y o>/ 0 40-_lj 'p0 4 cif Z EASEMENT o - N21 0 EX MFF450.8 O 125.00' L180 N87°42'15"E be O 13 10 EXISTING OODLINE y 0 c ! j , ¢ 4-; O RIC$ G` is d''MFF45a2 . , SEE DETAIL ^ L1S1 6110.0' 64.31 p , 6" 0 d- $ d O J U L Wo LL Cad 2 Ca 1 4 Oa . v' 0) F449.5n 5 x 10 125.00 -' kc0) MFF450.2 O °° 7 coo ° g TRANSFORMER N 11 r- `'' V) V) CL ILO , MFF450.2 1 .y'S V0,6 6, Obe,MFF449.5 0 OMFF449.5 d EASEMENT (5MFF449.5 ao ` V x zd 0SEEDETAILC z rr,. o c/> > / J' ro w o MFF 50.8 O N87°42'15"E N N 0 15 0 ,, V6 " s F o 'o (TYP) Q0 Q0 0 ` o'}- 0 O•' v o W 91 MFF450.2CA, , ', j,9s9, R, Q, <1\ 0N87042'1 5" rn 125.00 --A O 1 6 N 5' uTILITY ' Q F C"9i 0 1 0 N N, CV W -', EASEMENT ' ', %9 's 0 MFF449.5 0 ' Q P, co MFF450.2 Fi ;> tS (, VA j T 31 125.00' 6,. m„ - 1 cn m p > F g0 5 Ldo 0 U' MFF4502 G (`,, t° DO \G v'> 5 `' c g1 L X89 ` / \ z KIMBLE COURT ADDITION 2 n 15, F3v N 7 C7 G 1 G9 P J O 0 MFF449.0 X106 g2 / ' -- Vol. 77213, Pg. 999 (0 MFF450.8 , w \N v , 'j • ' -. 1 j ' C42 1 h `'3, ,, ,gyp °' 1°c ' /1 D. R. D. C. T. 131 5 cA G G ' O, ' n> Ru'o _6' 1° PRIVATE HOAo2610"W n p 'c, tX %w PROP. 100 Yr. FLOODPLAIN5' WALL MAINTENANCE S77 5' UTILITY <64 / c$ c32 G ° 4 . <. EASEMENT cry MFF449.0 -a 0 EASEMENT FOR 1 5 N Q N CLOMR CASE NO. F v 6 MIN STONE MFF450.8 < ' 8 N EASEMEN . NOo 3 . Q, ' Oh 13-06-3584R SCREENING WALL 10 Go w Fj ®° Q O MFF449.0 ! SEE NOTE 3 O h / ' 1' Ncc. 2 ' o BLOCK O`b 20 DRAINAGE REGARDINGS892123E335.51 SIR G 5 SIR L134'__ '}- . WJMFF449.o moo Oco EASEN ENT ALL O LOT 7X EDWARD COOK SURVEY Off' O 6' MFF449.0 , 5' PRIVAT HOA MAINTENANCEABSTRACTNO. 300 LOT 1 X o 20 MERGENCY <> o ! roximately Location ESS AND 0> co c9 84-14- 99.88' ACCESS, TILITY EASEMENT DAVID - URVEY AeE SMT-. _\ ABSTRACT N0. SIR L8 SIR -C - - _ __(15 PAVEMENT v » - /8' L5 4 z, T _ V co w FIR` CITY OF COPP LL 10' PDE / 2 ` •ry o -' INST. NO. 201800057133 v n 20' DRAINAGE MFF449.0 L3 O.P.R.D. T SIR EASEMENT i1, Vol. EASEMENT 2 J Vol. 3964, Pg. 562 ry moo,. v D.R.D.C.T. / 00 v 1 a L66+ 1` 50' TP&L EASEMENT SEE DETAIL "E" LK EAS ANT " -._._L67 O i' ' PRIVATE HOA SIR, v ('71 5' WALL .MAINTENANCE ACCESS EASEMENT FOR 6 MIN. STONE Q7 SCREENING WALL N 9B CONSERVATION EASEMENTF A Lot 1 R, Block A LOT 7X BY SEPARATE INSTRUMENT OT 09' 20F T"G' `q Denton Creek ©Sandy Lake 20 DRAINAGE 10? 9 3p F SIR °' °' Inst. No. 201200344284 68 EASEMENT '``--- L O. P. R. D. C. T. Dheeraj & Kavitho Akula L1Inst. No. 20070087752 O P R D C T o W CITY OF COPPELL 1 /2FI 24.153 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D. C. T. 125' TP&L EASEMENT CITY LIMIT LINE Approximately Location P' ` O JOHN JACKSON SURVEY ABSTRACT N0/ 8N89014'32"W 763.5 ' W. PERRY ABSTRACT NO. 1152 o•y'G. Co23.6 AC. CITY OF CARROLLTON 00 O CITY OF CARROLLTON POINT OF o Z. Joy' e q 1h Vol. 91226, Pg. 332 N o BEGINNING U L e 00 G• D.R.D.C.T. otiO' X4. 1 LOT 14 °off' J •LU 8°o0'` BFE o ! !! 1' GptG' 445.5 7 N 32 36 10 E os 0. 7.98' SIDEWALK EAS MENT PERSIMMON V_ S S1 2033'02"W DRIVE v to), v 8.78' `1' V ° ao SCALE: 1"=50' LOT 9 0 O DETAIL LOT 3X zo 06 SCALE: 1"=100' 00 UJ O M O 00 pf Q z DETAIL LOT 5X SCALE: 1 "=60' 5' U E I I 5'x10' 50' ROW TRANSFORMER EASEMENT I I AT LOCATION AS INDICATED I TYPICAL SECTION NN SITE DATA TABLE SIR EXISTING ZONING: PD 259 PD 259 PROPOSED ZONING: PD "259R" SF -9 PD "259R" SF -7 PROPOSED USE: SINGLE FAMILY SINGLE FAMILY NO. OF LOTS: 54 LOTS* 0 LOTS* MINIMUM LOT AREA: 9000 SF 7000 SF MINIMUM LOT WIDTH Official Public Records of Dallas County D.R.D.C.T. AT FRONT BLDG. LINE): 75 FEET 65 FEET MINIMUM LOT DEPTH: 100 FEET 100 FEET MAXIMUM LOT COVERAGE: 40%(2 STORY 40%(2 STORY) M.A.U.E. and 48%(1 STORY) and 48%(1 STORY) MINIMUM DWELLING SIZE: 3,000 SF 2,400 SF FRONT YARD: 25' MINIMUM 25' MINIMUM SIDE YARD: 8 FEET 8 FEET REAR YARD: 20' MINIMUM 20' MINIMUM MAX. HEIGHT 21/ 2 STORY/35 FEET 2 1/2 STORY/35 FEET ALL SINGLE FAMILY LOTS IN PHASE 1 ARE LOCATED IN THE PD "259R" SF -9 ZONED AREA, ONLY X LOTS ARE IN THE PD "259R" SF -7 ZONED AREA. Qa_ Q n CONSERVATION EASEMENT NOTE a. CONSERVATION EASEMENT RECORDED BY SEPARATE INSTRUMENT. b. ACCESS OVER THE PUBLIC EASEMENTS IS ALLOWED FOR MAINTENANCE OF THE CONSERVATION EASEMENT AREA. c. THERE SHALL BE NO DUMPING OR PUMPING OF WATER FROM THE RESIDENTIAL LOTS INTO THE CONSERVATON EASEMENT AREAS. d. A PRIVATE PEDESTRIAN TRAIL MAY BE CONSTRUCTED WITHIN THE CONSERVATION EASEMENT AREA FOR USE OF THE RESIDENTS AND GUESTS. MAINTENANCE OF THE TRAIL WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. DeFOREST y" SF of y r 0 W x SITE 3 b C SANDY LAK No Scale VICINITY MAP NOTES: 1. ALL COMMON AREAS INCLUDING SCREENING WALLS & LANDSCAPING AND ALL DRAINAGE EASEMENTS WITHIN COMMON AREAS ARE TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION (HOA). 2. THE 100 YR FLOODPLAIN AREA SHALL BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION. 3. RETAINING WALLS ARE TO BE CONSTRUCTED OF STONE AND MAINTAINED BY THE LOT OWNER. IF THE OWNER FAILS TO MAINTAIN THE WALL, THE HOA HAS THE RIGHT TO REPAIR THE WALL AND ASSESS THE LOT OWNER. CITY HAS NO RESPONSIBILITY FOR THE RETAINING WALLS ON PRIVATE PROPERTY. 4. SCREENING WALLS TO BE CONSTRUCTED OF STONE AND ARE TO BE 6 TO 8 FEET IN HEIGHT. 5. NO PARKING SIGNS SHALL BE PLACED ON THE SOUTHEAST SIDE OF BLACKBERRY DRIVE FROM SANDY LAKE ROAD TO THE EMERGENCY ACCESS DRIVE AND FOR THE WINDMILL DRIVE CREEK CROSSING. SCALE: 1"=100' 0 50 100 200 LEGEND FIR Found Iron Rod SIR Set 5/8 inch Iron Rod 100 Yr. Flood Elevation MFF Minimum Finish Floor (2 feet above 100 year flood elevation) PDE Private Drainage Easement BFE Base Flood Elevation SANI. SWR. Sanitary Sewer INST. NO. Instrument Number O.P.R.D.C.T. Official Public Records of Dallas County D.R.D.C.T. Deed Records of Dallas County, Texas Vol. Pg. Volume Page B.L. Building Line S.U.E. Sidewalk and Utility Easement P. HOA Private Home Owner's Association M.A.U.E. Mutual Access and Utility Easement 6. THE SIDE BUILDING LINE ADJACENT TO THE STREET ON LOTS 1 & 15, BLOCK A, LOTS 1, 6 & 11 OF BLOCK B AND LOT 23 OF BLOCK C SHALL BE A BUILDING AND FENCE SETBACK. 7. THE PRIVATE DRAINAGE EASEMENT ON LOT 8X SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 8. THE BASIS OF BEARING IS DERIVED FROM THE EAST LINE OF LAKEWOOD ESTATES, RECORDED IN VOLUME 94057, PAGE 602, D.R.D.C.T. 9. THE CITY OF COPPELL SHALL NOT BE RESPONSIBLE IN ANY FORM FOR THE RETAINING WALL ABOVE THE STORM DRAIN. SHOULD THE CITY NEED TO PERFORM MAINTENANCE OR UPGRADES IN THE DRAINAGE EASEMENT IT SHALL BE THE HOA OR HOME OWNER'S) RESPONSIBILITY TO MAKE ANY REPAIRS TO THE WALL. 10. PER THE APPROVED PD CONDITIONS THIS SUBDIVISION PLAT IS NOT SUBJECT TO SECTION 13-9-1.G-20 OF THE SUBDIVISION ORDINANCE REQUIRING AN EROSION HAZARD SETBACK ALONG THE FLOOD PLAIN AREAS." SEE SHEET 2 FOR CONSERVATION SEE SHEET 3 FOR LEGAL DESCRIPTION OWNER'S DEDICATION SEE SHEET 4 FOR LINE AND CURVE TABLES LOT AREAS SHEET 1 OF 4 FINAL PLAT BLACKBERRY FARM ADDITION PHASE 1 LOTS 1-15, BLOCK A, LOTS 1-16, BLOCK B LOTS 1-23, BLOCK C, AND COMMON LOTS 1 X -8X BEING A 45.646 ACRE TRACT IN THE EDWARD A. COOK SURVEY, ABSTRACT N0. 300 JOHN JACKSON SURVEY, ABSTRACT N0. 698 DAVID MYERS SURVEY, ABSTRACT N0. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER DENTON CREEK LAND COMPANY, Ltd. BLACKBERRY FARM, Ltd. 225 E. SH 121 Coppell, Texas 75019 214-488-5200 FAX 214-488-5255 Westwood Phone (214) 473-4640 2740 North Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Plano, TX 75093 westwoodpscom Westwood Professional Senrice%inc., TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 FILED ------------- INSTRUMENT N0. -------- --------- O.P.R.D.C.T. JOB R0008335.00 DWG NO: 0008335FP-PHASE 1 02-15-21.DWG CD 0 N F- W W 0 z O F - Q Ld z O I r U-1 V) Q n a_ 2 aLO O M 00 O O 0 O I N LL! o> N 0V) rnV) CD o% 0 z0 O M0M W00 w0 M 0 00 ry ry az LAKEWOOD ESTATES Vol. 94057, Pg. 602 D.R.D.C.T. 0 0- CITY OF COPPELL ZONED: SF -7 LAKEWOOD ESTATES Vol. 94057, Pg. 602 BFE D. R. D. C. T. — 448.0 LOT 6 SIR 02 14 15 Qe Q ; O00 13 i0 C,®, qee P 12 I I KIMBLE COURT ADDITION Vol. 77213, Pg. 999 D.R.D.C.T. 10 BLOCK A 8 7 I ' 19 0 1 0 23 SIR REMAINDER 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 D.R.D.C.T. PART OF 46.071 AC. DENTON CREEK LAND CO LTD Vol. 2003133, Pg. 1569 D.R.D.C.T. CITY OF CARROLLTON SIR CITY LIMIT LINE 1 2FIR CITY OF COPPELL LOT 7X t ' CO A NSERVATON EASEMENT 'QpBYSEPARATEINSTRUMENT O appo t 1-1z - z Fz s9s 22 21 LOT 7X 9 CONSERVATIONONST f 20 ~ EASEMENTSEBY p L ARATE19INSTRUMENT A 18 LOT 7X BL ®Cly C O \ 17 j 13916 15 14 YR. 10 Fqs 12 X B 11 •- F 4X 12 o Z EXISTING 100 YR. 13 FLOODLINE Q8 14 / 7 9 15 O 6 0 l / 10 PG 5 / z 4 PROP. 100 Yr. FLOODPLAIN F` C i 3 LOT 7Xi 2 BLOCK 24.153 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D.C.T. SIR SIR LOT 1 X SIR SIR t L C T----2l-v, FIR SIR r CONSERVATION EASEMENT BY SEPARATE INSTRUMENTj 7 SIR LOT 7X ti D* SIRR41 8 Lot 1R, Block A Denton Creek @ Sandy Lake Inst. No 201200344284 O.P.R.D.C.T. DheeraJ & Kavitha Akula Inst. No. 20070087752 O. P. R. D. C. T. Xe tlb 0 5 1G . 1 0 k e 23.6 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D. C. T. BFE 445.5 CITY OF COPPELL CITY OF CARROLLTON00 CITY LIMIT LINE Co 0 z m Z oW M 1 0 Q 1V) a' E u, Xo- 0 p Qd o f r", Approximately Location JOHN JACKSON SURVEY ABSTRACT NO/ 698 W. PERRY ABSTRACT NO. 1152 r CONSERVATION EASEMENT NOTE a. CONSERVATION EASEMENT BY SEPARATE INSTRUMENT. b. ACCESS OVER THE PUBLIC EASEMENTS IS ALLOWED FOR MAINTENANCE OF THE CONSERVATION EASEMENT AREA. c. THERE SHALL BE NO DUMPING OR PUMPING OF WATER FROM THE RESIDENTIAL LOTS INTO THE CONSERVATION EASEMENT AREAS. d. A PRIVATE PEDESTRIAN TRAIL MAY BE CONSTRUCTED WITHIN THE CONSERVATION EASEMENT AREA FOR USE OF THE RESIDENTS AND GUESTS. MAINTENANCE OF THE TRAIL WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. DeFOREST of11 04, S1 TE AZ x g SANDY LAK' No Scale VICINITY MAP SCALE: 1"=100' 0 50 100 200 LEGEND FIR Found Iron Rod SIR Set 5/8 inch Iron Rod 100 Yr. Flood Elevation MFF Minimum Finish Floor (2 feet above 100 year flood elevation) PDE Private Drainage Easement BFE Base Flood Elevation SANT. SWR. Sanitary Sewer INST. NO. Instrument Number O.P.R.D.C.T. Official Public Records of Dallas County D.R.D.C.T. Deed Records of Dallas County, Texas Vol. Pg. Volume Page B.L. Building Line S.U.E. Sidewalk and Utility Easement P. HOA Private Home Owner's Association M.A.U.E. Mutual Access and Utility Easement Conservation Easement OWNER' SSEE SHEET 3 FOR LEGAL DESCRIPTION DEDICATION FOR LINE 0 FINAL PLAT BLACKBERRY FARM ADDITION PHASE 1 LOTS `, LOTS 1-16, BLOCK LOTS BEING A 45.646 ACRE TRACT IN THE EDWARD A. COOK SURVEY, ABSTRACT NO. 300 JOHN JACKSONNO. • DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER DENTON CREEK LAND COMPANY,a BLACKBERRY FARM, • 225 E. SH 121 Coppell, Texas• 214-488-5200 FAX 214-488-5255 Westwood Phone (214) 473-4640 2740 North Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Plano, TX 75093 westwoodps.com Westwood Professional Serviceselnc, TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 FILED ------- INSTRUMENT NO. O.P.R.D.C.T. JOB R0008335.00 DWG NO: 0008335FP—PHASE 1 — CONSERVATION SHEET 2.DWG Uli UJ V) r n In L- 2 LO n to on N co C 0 0 0 ry Q 3:: C) 0 Z0 0 L6 Q 00 Ld C) MO 0 0 ry ry Z SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT, 1, L. LYNN KADLECK, 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 regulation of the City of Coppell, Texas. J rNoo_% DATED this the day of Ar_KJ)_- 2021. V L. LYNN KADLECK L. LYNN KADLECK ovtople .... 4 3959 Registered Professional 14.+ - Ppresko,t. * Land Surveyor No. 3952 STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared L. Lynn Kadleck, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the dayof 2021. Hi HOBERTSONA1ML Notary Public, State of Texas',, 23-20247z Comm. Expires 10 11 OEM A JLAnd Acc t4d Chairman, Planning and Zoning Commission City of Coppell, Texas Date M -Sm The undersigned, the Planning and Zoning Commission Secretary of the Cityof Coppell, Texas, hereby certifies that the foregoing plat of Blackberry Farm Addition, Phase 1. an addition to the City of Coppell was submitted to the Planning and Zoning Commission on the I Lo _ day of A I , 2 0M., and the Planning and Zoning Commission; byformal action, then and there accepted the dedication of streets, alleys. I , parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chain-nan to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this _I_dayof n6rvit A.D.. 207-1. Planning and Zoning Commission Secretary; City of Coppell, Texas FLOOD PLAIN NOTE The subject property lies within Zone AE - Special Flood Hazard Areas inundated by the 100 year flood. Zone X - Shaded areas lying between the 100 year and 500 year flood plain and Zone X - Other areas determined to be outside 5 00 -yea r flood plain as shown on the National Flood Insurance Program, Flood Insurance Rate Map (FIRM) for Dallas County, Texas and Incorporated Areas, Panel 15 5 of 725, M ap N um b er 48 113 C01 55 J, m ap revis ed August 23, 2 001 a s publ ]shed by th e Fede ral Emergency Management Agency (FEMA). FLOODPLAIN ORDINANCE NOTE 17. &S.- 00 14 32 5 - Floodplain Development Permit Application No. has been filed with the City of Coppell Floodplain 00. Administrator on mg)e 21. Name Date Floodplain Administrator The developer, builder, seller; or agent shall -inform in w-niting, each prospective buyer of subdivision lots or property located within special flood hazards areas of this site that such property s In an identifted flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The wdtten notice shall be filed forfrecord in the county Deed Records and a copy ofthe notice must accompany the application for development permit. NOTE- The City of Copp -ell will not have responsibility for maintenance of the floodwa, p'flood plain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owner adjacent to said areas and/or the Homeowner's Association. These areas are to remain free of improvements that may obstruct the flow of storm water and protected from potential erosion by the owners. No fences will be allowed in the floo . diplain or any other structures (pools, de cks, gazebo s, etc.) pe r th e Ct y's Flo odp la -In 0 rdinance. FRANCHISE UTILITY STATEMENT: 1, L. Lynn Kadleck, (Surveyor), verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all franchise utility easements and/or abandonments are currently shown. L. Lynn Kadleck 01WNER'S CERTIFICATION Vv'HEREAS, DENTON CREEK LAND COMPANY, LTD and BLACKBERRY FARM, LTD are the Owners of a tract of land situated in the Edward- Cook Survey,, Abstract No. 300, the John Jackson Survey, Abstract No. 698 and the David Myers Survey, Abstract. No. 886', City of Coppell, Dallas County, Texas said tract being part of a called 46.701 acre tract and all of a 0.508 acre tract of land conveyed to Denton Creek Land Company; Ltd. by deed recorded in Volume 2003133; Page 1569, Deed Records of Dallas County, Texas and all of a called 8.052 acre tract of land conveyed to Blackberry Farrn, Ltd. by deed recorded in Instrument Number 201200377546, Official Public Records of'Dallas County, Texas, and being more particularly described by metes and bounds as follows (The bearing basis forthis tion as recorded Volume 95057, Page 605, Deed Records of Dallas County, description Is a bea ria of N 02'--'l 74 5"' W for the east I ine of Lakewo od Estates Addi Texas): BEGINNING at a point for a comer at the southeast corner of the said Cook SUI -Vey, also being the southwest comer of the said Jackson SUivey, the common north co me r of the W. Perry Survey, Abstract No. 1152 a nd th e David M,ye rs Surve y, Abstract N o. 886 an d said point b eing a co m er -in the west line of a cal led 23 .6 163 a cre tract of land conveyed to the City of Carrollton, Texas by deed recorded in Volume 91226, Page 332, Deed Records of Dallas County, Texas; THENCE. N 89014'32"W, with the common line of the said Cook and Myers- Survey and the north line of the said 23.6163 acre tract, a distance of 763.58 feet to a point for a corner in Denton Creek. said point being in the northeast line of a called 0.5979 acre tract ofland conveyed to HenryTate by deed recorded In County Clerk Instrument No. 20070,387504. Official Public Records of Dallas County, Texas - THENCE, the following courses and distances with the meanders of Denton Creek - N 13,*:08'25," W, with the northeast line of the said 0.5979 acre tract; passing the common east corner of the said 0.5979 acre tract and a called 1 .7760 acre tract of land conveyed to Dhe,eraj and Kavita Akula by deed recorded in County Clerk Instrument No. 20070087752, Official Public Records of'Dallas County, Texas, continuing In a 11 a distan ce of 76.45 feet to a po int fo r a corne r*, N 00'3 825"; W. continuing with the e ast I ine of th e said 1.7 760 acre tract, a dista nce of 9 1.00 feet to a point for a corner; N 19r-`21215" E. continuing with the east line of the said 1.7760 acre tract. a distance of 136.06 feet to a point for a corner, said point being the most westerl southeast corn'er of the said Denton Creek Land Company, Ltd. tract, THENCE, the following courses and distances with the common line of the said Akula tract and the said Denton Creek Land Companytract, S89 -46'35"W, departing Denton Creek, a distance of 240.15 feet to a found 5/8 inch iron rod for a comer-, W. a distance of 1.35 'feet to a point fo r a corner to a found 5`8 in ch iron ro d for a co mer - S 01'03'42," S 50'22'35"' W. a distance of 332.21 feet to a set 5(8 inch iron rod for a corner In the northeast line of Sandy Lake Road (a variable width right ofwa!' 1, said pol Denton Creek Land Companytract, t and the sabeingthecommonsouthcornerofthesaidAkulatrac, I THENCE, the following courses and distances with the northeast line, of Sandy Lake Road, N 52'55'3T W, a distance of'l 16.04 feet to a set 5/8. inch iron rod for a comer; N 52f`4V50`; W. a distance of 27.59 feet to a set 5,/8 inch iron rod at the beginning of a non -tangent curve to the left, with a central angle of 06':`00'12'*, a radius of 905, 00 feet, a chord bearing of N 55 03 9'49"' W and a cho rd distance of'94.78 feet; Northwesterly, along said curve. an arG distance of'94.82 feet to a set "x,_,` cut on concrete pavement at the beginning ofa non -tangent compound curve to the left with a central angle of 12"53'55,-'. a radius of 610.29 feet, a chord bearing of N 580,19'39';W and a chord distance of 137.10 feet; N orthwesterl y, along said curve, an arc distance of'l 37.39 feet to a set 5/8 in Gh iron ro d for a co mer, N W-'21'23' W, a distance of'23.24feet to a set 5,18 inch iron rod at the beginning of a iion-taiigeiit curve to the left with a central angle, of 14'51'47,", a radius of 775.00 feet. a chord bearing of N 74055'33- W and a chord distance of,200.48 feet', for a corner-, Northwesterly along said cupive, an arc distance of 201.04 feet to a set 5.18 inch 'Iron rod for a corner in the south line of Lot 31 of Kimbel Court Addition as recorded in Volume 77.213, Page 999, Deed Records of Dallas County, Texas, 2 1'23' E: depa rting th e northeast I Me of Sandy Lake Road a nd with the south I ine of said Lot 3 1. a distance of 335.51 feet to a set 5/8 inch iron rod foTTHENCE, S 89' a corner, said point being th e so utheast corner of s aid Lot 31 and the west I i1ne of the said Denton Creek La nd Co mpan y tract TH EN CE, N G2c` 17'45"' W, with the ea st Iin e of said Lot 31 a nd the west lin e of th e s aid Dento n Creek La nd Compa ny tract; pa ssing at a distance of 239 .7 2 feet the southeast comer of Lakewood Estates Addition as recorded in Volume 94057. Page 602. Deed Records of Dallas County, Texas, continuing with the east line of said Lakewood Estates, in all a distance of 1,173.88feet to a set 5/8 inch iron rod for a comer; THENCE, S 88046'02` E. continuing with the common line of the said Denton Creek Land Company tract and the said Lakewood Estates, a distance of 389.30 feet to a point for a comer in Denton Creek; said point being an angle point in the east line of said Lakewood Estates' TH EN CE, N 25:37'1 2-'W, with the ea st line of the s aid La kewood Estates an d the approxim ate centerl In e of Dento n Creek. a distan ce of 202 . 03 feet to a p oint fo r aII comer in the south line of a called 328.7 acre tract of land conveyed to Dallas Gun Club by deed recorded in Volume 79215,, Page 1409. Deed Records of Dallas Countv, Texas; THENCE. N 89c36'19;'E. with the south line ofthe said 328.6 acre tract. a distance of 187.79 feet to a set 5/8 inch iron rod for a comer* THENCE, S 55--'03'09" W. a distance of 88.83 feet to a set 5/8 inch iron ro,d for a corner in the east side of Denton Creek. THENCE, the following courses and distances with the east and north side of Denton Creek- S 23:'l 633 " E. a d istance of 49.74 feet to a set 5 8 in ch iron rod fo r a corn er, S 11'25'34" E, a distance of 69.13 feet to a set 5.18 inch iron rod for a corner; S 00025'16` E. a dista nce of 7 O 9 3 feet to a set 5,48 -inch iro n rod for a corner - I S.22 -'l 2'47"W. a distance of 1.2.17 feet to a set 5.18 in ch iron rod for a co rner- S 46'40'42"' E. a distance of 57.96 feet to a set 5/8 inch iron rod at the beginning of a non -tangent curve to the left with a central angle of' 05'03549"', a radius of 275.00 feet. a chord bearing of S46'07'1 2" W and a chord distance of 26.85, I Southwesterly, along said curve, an arc., distance of 26.86 feet to a set 5/8, inch iron rod at the point of tangency - THENCE, S 43c'l 9'18;` W, departing the northeast line of Denton Creek. a distance of 103.09 feet to a set 5/8 inch iron rod at the beginning of a tangent culve to the left with a central angle of 1 V5627". a radius of 188.50 feet. a chord bearing of S37"2 1'04" W and a chord distance of 39 -21 THENCE, Southwesterly, along said curve, an arc distance of 3928 feet to a set 5/8 inch iron rod at the point of tangen cy; TH EN CE. S 3 V-22,51 W. a d istan ce of 80.79 feet to a point for a co me r in the app rox im ate centerl in e of Denton Cree k. THENCE. S 58037`09" E. with the approximate centerline of'Denton Creek. a distance of 50.00feet to a point fora comer - THENCE, N 31'--22c'51" E, departing the approximate centerline of Denton Creek, a distance of 80.79 feet to the beginning of a tangent curve to the right with a central ande of 11056'27";, a radius of 138.50 feet, a chord bearing of N 37-'21'04" E and a chord distance of 28.81 feet; THENCE, Noftheasterly, along said curve, an arc distance of 28.86 feet to the point of tangency; THENCE. N 43019'18"* E. a distance of 11.01 feet to a set 5/8 inch iron rod for a comer in the northeast side of Denton Creek - THENCE. the following courses and distances with the northeast and north side of'Denton creek - S 46'40"42" E. a distance of 65.50 feet to a set 5/13 inch iron rod for a corner', 5 8'00' E. S85'J a d stance of 65.89 feet to a set 5/8 inch iron rod for a corner, S 79020'04'-'E. a distance of 77.33feet to a set 5 S inch iron rod for a corner, 7 S66'42123,-; E. a distance of 88.23 feet to a set 5-)/8 1 n c h i ro n ro d fo r a co rn e r; OWNER'S CERTIFICATION (CONT.) S 51005'53" E, a distance of 153.86 feet to a set 5/8 inch iron rod for a comer', S 59"51'07" E, a distance of 79.52 feet to a set 5/8 inch iron rod for a comer-, S 81 "4 1'40" E, a distance of 140.78 feet to a set 5/8 inch iron rod for a comer; N 83'056'12" E, a distance of 51.48 feet to a set 5/8 inch iron rod for a corner; N 66"33'277' E, a distance of 54.78 feet to a set 518 inch iron rod for a corner, N 30"34'43" E, a distance of 70.04 feet to a set 5/8 inch iron rod for a corner; N 26"55'19" E, a distance of 151.34 feet to a set 5/8 inch iron rod for a corner; THENCE, N 27048'18" W, departing the north side of Denton Creek, a distance of 362.91 feet to a set 5/8 inch iron rod for a comer; THENCE, N 38"08'36" W, a distance of 62.67 feet to a set 5/8 inch iron rod for a comer. THENCE, N 23053'36" W, a distance of 79.49 feet to a set 5/8 inch iron rod in the south line of the said 328.6 acre tract and the north line of the said Denton Creek Land Company, Ltd, tract, THENCE, N 89"36'19" E, with the south line of the said 328.6'acre tract, a distance of 613.62 feet to found 112 inch iron rod for a corner, said point being the northeast corner of the said Denton Creek Land Company, Ltd. tract and the northwest corner of the said 23.6 acre tract; THENCE, S 04"5843" W, with the west line of the said 23.6 acre tract, a distance of 1,712.77 feet to the Point of Beginning and Containing 1,988,328 square feet or 45.646 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS That, DENTON CREEK LAND COMPANY, LTD. and Blackberry Farms, Ltd., are the owners of the herein described property, does hereby adopt this plat designating the herein described property as BLACKBERRY FARM ADDITION, PHASE 1, an addition to the City of Coppell, Dallas County, Texas and does hereby dedicate, in fee simple, to the public use forever the streets and alleys shown hereon. The easements shown hereon are hereby reserved for purposes indicated. The utility eijO fire lane easements shall be open to the public, fire and police units, gatage and rubbish collection agencies, and all public and private utilities for public utilities, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs or other Improvements or growths shall be constructed, reconstructed or upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use the same. All and any public utility shall have the night to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other Improvements orgrowths which In any way endanger or interfere with the construction, maintenance or efficiency of Its respective right or ingress or egress to or from and upon 'lie said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of Its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right of ingress and egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and wastewater easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all plating ordinances, rules, regulations and resolutions of the City of Coppell, Texas. Executed this the 4Vd%y of 202 1. BY: DENTON CREEK LAND COMPANY, LTD BLACKB ARY FARMS, LTD. BY: DO CJIIIINVESTMENTS, LLC, itskWral Partner Terry Holmes, Manager STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally appeared Terry Holmes, Manager of Dolce Investments, LLC, General Partner of Denton Creek Land Company, Ltd. and Blackberry Farm, Ltd., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and in the capacity therein stated. I GIVEN UNDER MY HAND AND SEAL OF OFFICE this r,lU) day of A,' 2021. y CHERYL SLOOPE Notary Public, State of Texas 0=, Ic _ 01A% Comm. Expires 05-08-202108 5 ire- 0: Notary I :D1 169765]7 SEE SHEET 4 FOR LINE AND CURVE TABLES LOT AREAS SHEET 3 OF 4 FINAL PLAT BLACKBERRY FARM ADDITION PHASE 1 LOTS 1-15, BLOCK A, LOTS 1-16, BLOCK B LOTS 1-23, BLOCK C, AND COMMON LOTS 1 X -8X BEING A 45.646 ACRE TRACT IN THE EDWARD A. COOK SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER DENTON CREEK LAND COMPANY, Ltd. BLACKBERRY FARM, Ltd. 225 E. SH 121 Comell, Texas 75019 fl 4-488-5200 FAX 214-488-5255 Westwood Phone (214) 473-4640 2740 North Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Piano, TX 75093 westwoocipmom Westwomi Profmional Service%inc,, TBPE FIRM REGISTRATION NO. F-1 1756 TBPLS FIRM REGISTRATION NO. 10074301 FILED --- ------- INSTRUMENT NO. ------- O.P.R.D.C.T. JOB R0008335.00 0 N U) N O W V) Q a - p 1 2 LO o rr N O cV O I % N W O ry N 5 V) M V) O O OZ O V) POM M W 00MOOO W W' . Q z Line TableLineTable Line # Length e Direction L1 76.45 N1300825"W L2 91.00 N0038'25"W L3 136.06 N19021'15"E L4 240.15 589046'35"W L5 1.35 S1 °03'42"W L6 116.06 N52055'36"W L7 27.59 N52041'50"W L8 23.24 N89021'23"W L9 202.03 N25037'12"W L10 167.79 N89036'1 9"E L11 88.83 S55003'09"W L12 49.74 S23016'33"E L13 69.13 S11 025'34"E L14 70.93 SO°25'1VIE L15 12.17 S22012'47"W L16 57.96 S46040'42"E L17 103.09 S43019'1 8"W L18 80.79 S31 °22'51 "W L19 50.00 S58037'09"E L20 80.79 N31 °22'51 "E L21 11.01 N43019'1 8"E L22 65.50 S46040'42"E L23 65.89 S85058'00"E L24 77.33 S79020'04"E L25 88.23 S66042'23"E L26 153.86 S51 °05'53"E L27 79.52 S59051'07"E L28 140.78 S81 °41'40"E L29 51.48 N83056'12"E L30 54.78 N66033'27"E L31 70.04 N30034'43"E L32 53.28 533029'25"W L33 121.40 N52051'49"E L34 14.30 S30°57'11 "E L35 320.83 S2017'45"E L36 42.37 N31 °22'51 "E L37 220.88 N31®22'51 "E L38 204.78 S2017'45"E L39 5.00 S87042'11 5"W L40 121.91 N88009'30"W L41 1.00 S1 050'30"W L42 14.74 N32036'10"E L43 15.05 N1 7019'54"E L44 320.83 N2017'45"W L45 13.07 N31 °22'51 "E L46 15.31 N2059'04"W L47 165.17 N2017'45"W L48 159.34 S2017'45"E L49 10.98 N88004'33"E L50 177.42 N31022'51 "E L51 189.25 S31022'51 "W L52 14.54 S12000'11 "E L53 26.61 S88009'30"E L54 66.83 N66027'53"E L55 66.83 N62046'53"W L56 26.61 N88009'30"W L57 15.01 S67012'37"W L58 121.40 S52051'48"W L59 18.07 N32036'11 0"E L60 320.91 N2017'45"W L61 19.30 N77033'50"E L62 13.88 S1 903524"E 0 N U) N O W V) Q a - p 1 2 LO o rr N O cV O I % N W O ry N 5 V) M V) O O OZ O V) POM M W 00MOOO W W' . Q z Line Table Line # Length Direction L63 121.40 S52051'48"W L64 13.98 N68041'24"W L65 16.47 N2017'44"W L66 153.91 N82034'59"W L67 129.37 N82034'59"W L68 45.00 S37004'24"W L69 22.43 S61 °50'46"W L70 8.76 S52051'49"W L71 32.67 S52051'49"W L72 31.52 N52051'48"E L73 46.25 N52051'48"E L74 17.49 N40015'13"E L75 61.51 S5401 9'42"E L76 66.91 S42004'49"E L77 53.11 S45035'20"E L78 26.08 S57047'35"E L79 66.26 S64055'04"E L80 28.24 S65018'35"E L81 73.70 S75053'28"E L82 65.87 N83010'00"E L83 97.41 N74027'43"E L84 37.73 N75002'26"E L85 84.24 N61002'53"E L86 4.43 N42003'00"E L87 49.36 S9054'33"W L88 30.56 S8038'20"E L89 83.34 N61 °59'12"W L90 77.51 S82°14'18"W L91 36.33 S72004'54"W L92 37.25 S65054'48"W L93 54.11 S59048'24"W L94 70.04 S50049'47"W L95 64.21 S45040'03"W L96 56.00 S38043'38"W L97 35.24 S45031'33"W L98 26.67 S80012'56"E 1-99 30.29 S5401 9'42"E L100 31.21 S54019'42"E L101 16.72 S42004'49"E L102 11.66 S57047'35"E L103 14.42 S57047'35"E L104 28.24 S65018'35"E L105 20.75 S75053'28"E L106 44.03 S59048'24"W L107 10.07 S59048'24"W L108 43.55 S38043'38"W L109 12.45 S38043'38"W L110 13.53 N88009'30"W 1-111 13.09 N88009'30"W L112 31.63 N66027'53"E L113 31.63 N62046'53"W L114 33.21 S86057'17"W L115 20.00 S3002'43"E L116 33.21 S86057'17"W L117 85.01 N02017'45"W L118 34.46 N31022'51 "E L119 19.27 575052'59"E L120 44.19 S55059'24"W L121 30.00 S52050'11 5"E L122 15.03 S52050'1 5"E L123 14.97 S52050'15"E L124 45.05 537004'24"W LINE AND CURVE TABLES Line Table Length Curve Table Direction Chord DistCurve # Length Radius Delta N3 7004'24"E Chord Dist C1 94.83 904.87 6000'15" N 55039'50" W 94.78 C2 137.36 610.29 12053'46" N 58019'43" W 137.07 C3 201.06 775.00 14051'53" N 74054'26" S78059' 54"E 200.50 C4 S89021'2 3"E 188.50 11056'27" S 37021'04" W 39.21 C5 28.86 138.50 11056'27" N 37021'04" E 28.81 C6 236.37 531.43 S55059'24"W S 46013'56" W 234.43 C7 88.67 531.43 9033'34" S 63045'15" W 88.56 C8 119.99 531.43 12056'11" S 75000'07" W 119.73 C9 176.83 325.23 MM'S59048'24"W N 68033'49" E C10 S37008'1 1 "E I== 31028-34- N37008'11"W E 193.36 C11 125.04 250.00 28039'26" S 16037'28" E 123.74 C12 156.42 266.12 33040'36" S 14032'33" W 154.18 C13 156.48 200.00 44048'54" S 24042'37" E 152.52 C14 137.83 200.00 39028'32" S 66050'53" E 135.12 C15 286.61 400.00 41003'16" N 67030'53" W 280.52 C16 413.17 575.00 4101014" S 67034'22" E 404.34 S71 000' 59"W 208.27 538.55 S1 8059'01 "E S 46055'33" W 206.98 N71 000'59"E 98.57 275.00 20032'09" S 12033'50" E N71 000'59"E C19 171.11 291.12 M- S 14032'33" S22008'22"E 168.66 C20 146.31 225.00 37016'29" S 20055'30" E 143.75 C21 261.41 50.00 299033'09" N 85038'41" W 50.34 C22 95.59 175.00 31017'45" S 17056'38" E 94.40 C23 93.28 175.00 30032'21" S 72017'37" E 92.18 S870 42'1 5"W 300.98 425.00 40034'32" N 67®16'31" W 294.73 C25 395.21 550.00 41010-14- S 67034'22" E 386.76 C26 8.86 20.00 25022'37" N 79009'12" E 8.79 C27 247.67 61.50 230044'10" N 1050'30" E 111.14 C28 8.86 20.00 N13047'45 "E N 75028'11" W S76022'11 5"E LINE AND CURVE TABLES Curve Table Curve # Length Curve Table Chord Bearing Chord DistCurve # Length Radius Delta Chord Bearing Chord Dist C1 94.83 904.87 6000'15" N 55039'50" W 94.78 C2 137.36 610.29 12053'46" N 58019'43" W 137.07 C3 201.06 775.00 14051'53" N 74054'26" W 200.50 C4 39.28 188.50 11056'27" S 37021'04" W 39.21 C5 28.86 138.50 11056'27" N 37021'04" E 28.81 C6 236.37 531.43 25029'04" S 46013'56" W 234.43 C7 88.67 531.43 9033'34" S 63045'15" W 88.56 C8 119.99 531.43 12056'11" S 75000'07" W 119.73 C9 176.83 325.23 31009'07" N 68033'49" E 174.66 C10 195.82 356.44 31028-34- N 37007'32" E 193.36 C11 125.04 250.00 28039'26" S 16037'28" E 123.74 C12 156.42 266.12 33040'36" S 14032'33" W 154.18 C13 156.48 200.00 44048'54" S 24042'37" E 152.52 C14 137.83 200.00 39028'32" S 66050'53" E 135.12 C15 286.61 400.00 41003'16" N 67030'53" W 280.52 C16 413.17 575.00 4101014" S 67034'22" E 404.34 C17 208.27 538.55 22009'29" S 46055'33" W 206.98 C18 98.57 275.00 20032'09" S 12033'50" E 98.04 C19 171.11 291.12 33040'36" S 14032'33" W 168.66 C20 146.31 225.00 37016'29" S 20055'30" E 143.75 C21 261.41 50.00 299033'09" N 85038'41" W 50.34 C22 95.59 175.00 31017'45" S 17056'38" E 94.40 C23 93.28 175.00 30032'21" S 72017'37" E 92.18 C24 300.98 425.00 40034'32" N 67®16'31" W 294.73 C25 395.21 550.00 41010-14- S 67034'22" E 386.76 C26 8.86 20.00 25022'37" N 79009'12" E 8.79 C27 247.67 61.50 230044'10" N 1050'30" E 111.14 C28 8.86 20.00 25022'37" N 75028'11" W 8.79 C29 170.46 600.00 16016'42" S 80001'09" E 169.89 C30 175.02 381.44 26017'23" N 39043'07" E 173.49 C31 159.44 350.23 26005'00" N 66001'14" E 158.07 C32 125.41 550.00 13003'53" S 7202929" W 125.14 C33 26.11 550.00 2043'12" S 64035'57" W 26.11 C34 272.11 550.00 28020'50" S 49003'56" W 269.35 C35 76.50 225.00 19028'48" S 12002'09" E 76.13 C36 141.72 241.12 33040'33" S 14032'31" W 139.69 C37 114.59 225.00 29010'47" S 72058'24" E 113.35 C38 265.57 375..00 40034'32" N 67016'31" W 260.05 C39 190.54 600.00 18011'44" S 56005'07" E 189.74 C40 147.62 331.44 25031'07" N 40006'15" E 146.40 C41 173.83 300.23 33010'26" N 69034'29" E 171.41 C42 176.78 510.56 19050'19" S 76014'32" W 175.90 C43 110.40 610.29 10021'53" S 59035'40" E 110.25 C44 77.30 538.55 8013'26" N 39057'31" E 77.23 C45 130.97 538.55 13056'03" N 51002'16" E 130.65 C46 49.28 275.00 10016'05" N 17041'52" W 49.22 C47 49.28 275.00 10016'05" N 7025'48" W 49.22 C48 77.55 291.12 15015'42" N 5020'06" E 77.32 C49 93.57 291.12 18024'54" N 22010'24" E 93.16 C50 80.19 225.00 20025'08" N 29020'40" W 79.76 C51 66.13 225.00 16051'53" N 10042'56" W 65.89 C52 80.64 50.00 92024'31" N 9012'58" W 72.18 C53 44.59 50.00 51004'44" N 62031'52" E 43.13 C54 55.64 50.00 63045'31" S 60002'02" E 52.82 C55 80.54 50.00 92017'50" N 17059'08" E 72.11 C56 15.62 241.12 3042'38" S 0026'26" E 15.61 C57 126.10 241.12 29057'55" S 16023'50" W 124.67 C58 72.44 225.00 18026'48" S 67036'24" E 72.13 C59 20.52 225.00 5013'32" S 79026'34" E 20.51 C60 21.63 225.00 5030'34" S 84048'34" E 21.62 C61 67.14 375.00 10015'29" S 82026'03" E 67.05 C62 86.54 375.00 13013'22" S 70041'37" E 86.35 C63 85.80 375.00 13006'33" S 57031'39" E 85.61 C64 26.08 375.00 1 3059'07" 1 S 48058'49" E 26.08 Curve Table Curve # Length Radius Delta Chord Bearing Chord Dist C65 49.72 600.00 4044'52" S 49021'41" E 49.70 C66 20.03 600.00 1054'45" S 52041'30" E1 20.03 C67 120.80 600.00 11032'08" S 59024'56" E 120.59 C68 77.72 331.44 13026'06" S 34003'45" W 77.54 C69 69.90 331.44 12005'01" S 46°49'18" WIS 69.77 C70 52.97 300.23 10006'32" 58002'32" W 52.90 C71 96.03 300.23 18019'36" S 72015'35" W 95.62 C72 24.83 300.23 4044'19" S 83047'32" W 24.82 C73 57.27 510.56 5058'42" S 83010'20" W 57.25 C74 20.23 510.56 2016'14" S 79002'52" W 20.23 C75 103.27 510.56 11035'23" S 72007'04" W 103.10 C76 188.19 250.00 43007'46" N 68033'08" W 183.78 C77 55.74 725.00 4024'17" N 49011'24" W 55.72 C78 87.57 175.07 18016'31" S 67010'49" W 86.66 C79 55.90 250.00 12048'53" N 83042'51" W 55.79 C80 57.70 250.00 13013'33" N 70041'39" W 57.57 C81 58.44 250.00 13023'46" N 57022'59" W 58.31 C82 16.15 250.00 3042'07" N 48050'02" W 16.15 C83 55.84 175.07 18016'31" N 72022'21" E 55.61 C84 31.73 175.07 10023'04" N 58002'34" E 31.69 C85 110.51 550.00 11030'44" N 71042'55" E 110.32 C86 14.59 550.00 1033-08- N 78014952" E 14.59 C87 65.69 350.23 10044'49" N 73040'10" E 65.60 C88 77.65 350.23 12042'09" N 61055'31" E 77.49 C89 15.86 350.23 2035'43" N 54016'35" E 15.86 C90 18.64 381.44 2048'01" N 51027'48" E 18.64 C91 81.13 381.44 12011'09" N 43058'14" E 80.97 C92 75.25 381.44 11018'13" N 32013'33" E 75.13 C93 87.77 600.00 8022'52" S 76004'14" E 87.69 C94 82.70 600.00 7053'50" S 84012'35" E 82.63 C95 56.45 61.50 52035'26" S 89005'08" E 54.49 C96 53.85 61.50 50010'00" N 39032'09" E 52.14 C97 54.29 61.50 50034'47" N 10050'14" W 52.55 C98 58.14 61.50 54009'59" N 63012'38" W 56.00 C99 24.94 61.50 23013'57" S 78005'24" W 24.77 C100 95.70 550.00 9058'09" N 83010'25" W 95.58 C101 103.91 550.00 10049'28" N 72046'37" W 103.75 C102 94.36 550.00 9049'49" N 62026'58" W 94.25 C103 84.13 550.00 8045'53" N 53009'08" W 84.05 C104 17.11 550.00 1046'56" N 47052'43" W 17.11 C105 63.29 425.00 8031'56" N 51015'13" W 63.23 C106 76.88 425.00 10021'54" N 60042'08" W 76.78 0107 79.06 425.00 1003932" N 71012'51" W 78.95 C108 81.74 425.00 11001'10" N 82003'12" W 81.61 0109 84.74 175.00 2704448" N 70053'49" W 83.92 C110 98.65 24.50 23004237" S 1050'30" W 44.28 C111 21.43 9.50 129014'46" N 1050'30" E 17.17 C112 11.84 18.60 36027'36" N 8053'58" E 11.64 C113 191.42 438.53 25000'35" N 45042'09" E 189.90 C114 13.65 4.50 173045'41" S 34047'13" E 8.99 C115 185.51 576.58 18026'03" S 42059'57" W 184.71 C116 12.15 16.73 41036'41" S 60018'37" W 11.88 0117 7.81 904.87 0029'38" N 57010'23" W 7.80 C118 90.10 115.00 44053'20" S 1012'23" W 87.81 C119 59.95 135.00 2502642" S 6015'45" E 59.46 C120 14.61 50.00 16044'35" N 19047'20" W 14.56 0121 7.41 65.00 6031'42" S 48021'03" W 7.40 C122 14.23 85.00 9035'37" S 46049'05" W 14.22 0123 22.25 85.00 15000'00" N 29038'11" W 22.19 C124 17.02 65.00 15000'00" N 29038'11" W 16.97 0125 101.01 610.29 9028'59" N 60002'07" W 100.89 C126 2.28 775.00 0010'07" N 67033'33" W 2.28 0127 23.63 55.00 24037'15" S 74038'39" W 23.45 C128 32.28 75.00 24039'29" S 7403729" W 32.03 C129 26.86 275.00 5035'49" S 46007'12" W 26.85 0130 85.39 290.00 16015'13" S 79016'09" W 85.08 C131 98.65 24.50 230042'37" S 01050'30" W 44.28 LOT AREA TABLE Lot Area Table - Block A Lot # Area (SF) Area (Ac.) 1 12,609 0.289 2 9,774 0.224 3 9,375 0.215 4 9,375 0.215 5 9,375 0.215 6 9,687 0.222 7 10,072 0.231 8 13,361 0.307 9 14,643 0.336 10 9,583 0.220 11 9,375 0.215 12 9,375 0.215 13 12,024 0.276 14 15,077 0.342 15 11,582 0.266 Lot Area Table Block B Block C 15,564 0.357 Lot 2X 49,001 1.125 Lot 3X o 0.070 Lot 4X 45,260 1.039 Lot 5X 2,386 0.055 Lot 6X 85,547 1.964 Lot 7X o 21.743 o 8,369 0.192 o m m m m Lot Area Table - Block C 15,564 0.357 Lot 2X 49,001 1.125 Lot 3X o 0.070 Lot 4X 45,260 1.039 Lot 5X 2,386 0.055 Lot 6X 85,547 1.964 Lot 7X o 21.743 Lot 8X 8,369 0.192 o m m m m m m m m MMIWmE Lot Area - Common Area Lots Lot 1 X 15,564 0.357 Lot 2X 49,001 1.125 Lot 3X 3,065 0.070 Lot 4X 45,260 1.039 Lot 5X 2,386 0.055 Lot 6X 85,547 1.964 Lot 7X 947,138 21.743 Lot 8X 8,369 0.192 GROSS LOT DENSITY: 54 LOTS/45.646 ACS. 1.18 LOTS/AC. NET OF X LOTS: 54 LOTS/19.125 ACS. 2.82 LOTS/AC. Filed for Record in the Official Records Of: Dallas County On: 5/21/2021 1:26:49 PM In the PLAT Records Doc Number: 2021-202100152331 Number of Pages: 4 Amount: 159.00 Order#: 20210521000919 By: TB SHEET 4 OF 4 FINAL PLAT BLACKBERRY FARM ADDITION PHASE 1 LOTS1-15, BLOCK A, LOTS 1 1 • BLOCK i LOTS1-23, BLOCK AND COMMONX-8X BEING A 45.646 ACRE TRACT IN THE EDWARD A. COOK SURVEY, ABSTRACT NO. 300 JOHN JACKSONABSTRACT ' • 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS DENTON CREEK LAND COMPANY,• BLACKBERRY FARM, Ltd. 225 E. SH 121 Coppell, Texas 8800 FAX 214-488-5255 Westvwod Phone (214) 473-4640 2740 North Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Plano, TX 75093 westwoodps.corn Westwood Professional Senria%lnc, TBPE FIRM REGISTRATION NO. F-11756 TBPLS FIRM REGISTRATION NO. 10074301 FILED ------------- INSTRUMENT NO. DWG NO: 0008335FP-PHASE 1 02-15-21.DWG 0. P. R. D. C. T. JOB 80008335.00 6 4886-8445-9477, v. 1 EXHIBIT B 7 4886-8445-9477, v. 1 EXHIBIT C DRAFT 8 4886-8445-9477, v. 1 EXHIBIT D