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a O 60 120 Scale 1" 60' LO AWN LOCA'nON MAP NOT TO SCALE. ABSTRACTWILLIAM MILLER SURVEY 883 SH 190 t� x ROW LINE O�N�TT: 25.67* �e ENO ASSOCIATES LTD. LOT I 0 to � CAS. F. PG, 13s { Y c 71MBER��I COMPANY, PS 4-07' 26' 38' � � A�� � � ��} Ct VOLUME 3334, PAGE 934 R-905.00' 1 } E R.P.R.O.C.i "y 15' .SANITARY SEWER EASEMENT y i ! V I + per Clty at Dallas plan 4110-196Z pg. 145A 25' SAN. SEWER to locate vat. & 1ag.} CAS, =\ '.) CA$, F" PG. 133 20' DRAINAGE S 89' 49' a4" E 4ee52' CAB, N PS. 387 4 (KSTR�C-7'EASEMENT) t c, Zsa� S'04'CM447.31*__� S", ROAD I ASEMEux ' j31`i YA i I ` . PAGE 06 0%� . I W L11,,= 9t�OW - / ken 1, h a no, 4,0HN SMITH SURVEY CS Ir 'K - a ABSTRACT No. 1P25 � ry SMITH SURVEY ABSTRACT No. 122.5 1� HEIRS OF LT#'i'.t'xRRU SURVEY ABSTI�t T No. 766 N 8955*57" C 275.03' 89WS7" W_< 255.24' 6.98' LOT � �i 1 Il' PRIVATE SANITARY M, SEWER EA ENT {s mrn:s s- (8Y THIS IELAT) OWNorsa ser G 2 A =34c122'39" ' 1st s> r S 8915 " MARSH Rtittp LLC,; ; R=20.00' 1 VOLUME 5280, PAGE 059 I s 'a4" W C° Iw 22.Clti i A R.P.RR.CT. TL 1" f tt� e (NEW L6T LINE) 3 ACCESS EASE91, L;V 2 is =49c11 F 3" A,i � � PRt?V1D1fdG ACCES$ f LOTS 2 & 2 N S� 9� �" W ars 'x• #2. to t2.90 �ft� 56't i s ' Ccstri Lor txte' C41 3 A 3 d2i$8" x 14.4268.22 N 8924.07 W 210.86 R 22438° `N 6rEi`� — 1J 1_t�. 2-0-32 DETENTION AREA ,y off* 1 EASEMENT 25 DRAINAGE EASEMENT « (BY THIS FLAT} e (8Y THIS PLAT) N 895558 E ci l {S N a0*35'S2` Sy �aS3'y 1263. ,� OWNER: o MARSH ROAD LLC I% M , iy +*� VOLUME 52$0, FACE 05990 , 'Z" 1�i ! 46,69* � - HEIRS W.�i1�. LUT'TRELL SURVEY p I , ! Iti° PRIVA7 1 ABSTRACT No. 766 SANITARY SEWER EASEMENT 'Y 01 ca i N 0510 47 W aawxs 1 9,22' 65.01' I ' s s 0 20° WATER EASEMENT 56.94T'too 'I (EY THIS PLAT) LC.t , 9 .F . ' 1 5.822 ACRES 7ZIV « r SIO IUK S 8 n W 2C3.1J 3 EASEMENT CICERK sg FIL£ Ito *a � sey x 3:1#' o. E-042160 , • �. s« I 3` sass•�rtt R.F #1 O.C.T I t a , 41 W= =t scr S ti9'S8 7.,r W 15tLt3{1 'WILUAM mJ R SURVEY VOLUME 2$54, RAG 721e 1 "IjS &Z— ABSTRACT NoT 883 R e;R.D.C.T, WOOD St Ot PRt; 'r`OSIIU°A MeC TS rr V OOD 1§6.00 AP V, " ABSTRACT' No. IA=09' 32' tz" 04' OW Q Ot, 48" Pl 1395G'0£I" E R 390,ti0' R - ` L=s4.91: L-6 112~87' I ii9:87 I I Id O0` 1" W ti 10' 3W 04" { q y g N aD tM'rY� ae L R •! t O w HEIRS OF WX •EU SURVEYS ! T iTR♦ ♦ r e . • '�� ABSTRACT. :: r -E WIDTH ROADWAY) « • . n � ♦ 1A 1G*. 44 7 1 1 15' WASTEWATER A ra' 20' 13" `` -ESMT. 4� 100S:Oq* CAI}, N PG. 387 Llm.94 I WILLIAM LARKIN SURVEY o x T' ABSTRAC No, 755 t-s I 20' DRAINAGE ESMT1 , + I CAB. N PG, 387 OWNER: _j o�* DALLAS HOUSING AUTHORITY r LOT 3 y CLERKS FILE j 97-0070020 CY D TIoN j AREA ESM i N PG. 387----1 r7 CAB, 1 i " RADIUS - 91i2: ARC - =00 CHARD .. 52199' Cif BRG = S P1'40* W ctes °x' 1 S Art V03" E I IV WATER ESMTI I 4MOW OASS- N PG. 387 i�IW27* L_ J'�!' asa _ AAiff 45 (Y CHARD 4; .1W 3.43 8 =21 .4 r 13.41` I 4-04' 08' 48" &-051 43' 55" t-37,je A=84' 13, S0• $ I R»994 W R=Mao' S . A McC T`S SURVEY I [ L���.rs' a C I0�00z'" OMMflNANC L-91,1�' 20' WATER ! MEADOWS fINANCiAL CORP. ' I I EASEMENT ,,y N VOL. 3393. PG. 986 0 ABSTRACT . o. e � M. T. P. 60 � a.RD.Or. , OWNER, WALMAFIx STtTRE r INC. LOT r NO O.ERKS FIW 2001-0013886 R.P.R<1FC.i 09 1. The Aosls of I�avtiF ga for this survey 13 the pastern right-ol:-wa lfns of State Highway Na. r90, f dasMlyd In the deed rec"ed under CIO*$ Se NO. 96-003t24 to the R� Proptrty Resards of Dcsriaa Ccuntl, Texos. 2, 3' brow dlae sat ore atompad MARSH - FRANKF'0R0 ADDITION and PRISM SURVEYS; R.P. L.S. No, 4,'rO8 i�Tfm— V—R342 �a-7r86o l � c 0/4 Filed fat'r~rard �r#" Deaton Cauntli gn; jttn 24,2007 at 12 11P As a P acc ent tlu t6er: �253 Aa�aunt 86.00 Receipt hulbet' ?'� t ,.Inn¢ Barris c*s CH 8RG - S 01'13*41" W « S i}0 pp° I (v FOR 77W SOLE. PURPOSE OP THIS PLAT IS AI*lEVD0 1 4=04` 08' 44S' REYISINO THE COMMON LOT 11r1f. I j R�597 �a0' � . I DELTA — iM'05" i RADIUS 2911W ARC 51.W CR6i.24« IV DRAINAGE h, CH BRG � S OSZW'W W E CAS. N PG. 367 I i 4=04' 08` 46r I R-997.50' - NOi 1 NO LOT-70-LOT DRAINAGE WILD, BE ALOWEV. L-7ZIW _ le UnUTY rw CNI,KP. RADIUS - 159.5fi' ARC = 2M69" CHORD -» 33 0' LEGEND 11 ° .QQ' r , CH ORO - S 05 W W } SRF STEEL ROD 1FOUND; n C M CONTRowt(o MONIJM ' 10 L `' RFRDCT RETIE PRtpim RECORDS Or DE" 06UA7Y, TEXAS r!} ` b DALL.AS HOUSING AUTHORITY " LOT 2 PL PROPERTY INE rh z MMK'S FIX 07--0070020 S 89' 49' 51'* W * 160 28' ' SECOND A MEIYD D PL APPRO)MATR SURVEY L= B VIU. M LA EW SURVEY ABSTRACT No. 755 R,,7t7'"' FRAM 4i I 77ON D HIR" NUXII SURVEY ABSTRACT No. 847 tfrt I LOTS 1 & 2 BL O,& Al.f �r I w HIRAM MILLER SURVEY JOHN SMI77-1 SURVEY — ABSTRACT NO, 1225 ABSTRACT o. 847 Z 6%. N 89* 50' 18" C 133.54* WILLIAM MILLER SURVEY -' ABSTRACT NO. 8,63 _ _ _ __ Q'r 30' DRAINAGE HEIRS Of' WAd. LUT77'ELL .SURi/E°Y' — AB: `7RACT NO. 7'6S �CCAABSEMEN , 0, Sty` IDE 301 CITY OF DALLA.S' �.�..--- ---_� _ DE TON COUNTY7EXA OMER, CITY PLAN FILE N0J `990 -20-9R MARKCRIACE AT FRANKFORT, LTD.LOT f CLERK'S L3 �y9-0084038 SURtrEYORr R P,R.T> G 7 PRISM SURt Y , INC. Nt>tN jW I7., NA7NAN D. MAIER CONSULTING ENGINNERS, II C< MARSH ROAD I..LG i tz$f W. EvaS5 BLVD.,SVITE 112 AT WL =AS 7$M o 5aW AARK 1,1Nt~ SUITE 600 C/O DAUAa 7E IS 7523I RPS DE Qi'MENi GQMF'ANY, INC w�- EASEMENT u' ( V 2962, P. 0697 {Bt7) 4 80#8 (214) T39-�€7#1 z fI1W%04Ai tt ROV AtutiINllllltl L7�REGYlN 97128 ARO OED H010VOER 1, 2OW- NDUCC roe 05--IZ 153 ` _ I �C ,j STATE OF TEXAS C_ %J! COUNTY OF DENTON OWNERS CERTIFICATE+ BEING a 9.664 acre tract of land situated in the Heirs of William Luttrell Sury O Abstract No. 766, the John Smith Survey, Abstract No. 1225, and the WilliamI rSurvey, Abstract No. 883, in Official City of Dallas Blocks 8747, 8749, and 87 ."1City of Dallas, Denton County, Texas; being also that same tract of land conv to``,,{ _�- U recorded in Volume 5280 at Pa a0-01P he Marsh Road LLC as evidenced by the Deedg Real Property Records of Denton County.,Texas;..-and being described more particularly by metes and 'tiouiids as follows: BEGINNING at a chiseled "X" set for corner in a concrete sidewalk for the southwest corner of said 9,664 acre tract, said corner also being the intersection of the northern line of Frankford Road with the eastern right of way line of State Highway No. 190 (a variable width right of way) as described in the instrument recorded under Clerk's file No. 96-003120 in said real property records., THENCE, departing the said intersection and along said eastern right of way line the following: North 17 deg. 48 min. 59 sec. West a distance of 113.47 feet to a 1/2-inch steel rod found for corner, a a NNH',10'I .; THENC of g said northern line the following: MCI X . 4rsa South 89 deg. 59 min. 23 sec. West a distance of 150.00 feet to,a, concrete -"-. monument. with. 3-inch brass disk stamped MARSH -' FRANKFORD` ADDITION and PRISM"SURVEYS . ' - •� r. set for tK We ginning point of a curve to the left having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 997.50 feet, a chord distance of 72.15 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the left an arc distance of 72.16 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 30 deg. 08 min. 22 sec. East a distance of 270.62 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 14 deg. 59 min. 10 sec. East a distance of 185.78 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner, from which a found 1/2-inch steel rod bears South 36 deg. 07 min. 45 sec. West a distance of 0.44 feet; North 29 deg. 18 min. 18 sec. East a distance of 384.15 feet to a 1/2-inch steel rod found for the northwest corner of said Marsh Road LLC, tract, said corner also being the southwest corner of that certain tract conveyed to Timberglen Company, PS as evidenced by the deed recorded in Volume 3334 at page 934 of said Real Property Records; THENCE, departing said State Highway No. 190 right-of-way and along the common line with the previously said Timberglen tract, South 89 deg. 24 min. 07 sec. East a distance of 266.27 feet to a 1/2-inch steel rod found for the northeast corner of said 9.664 acre tract and the southeast corner of said Timberglen tract lying in the western right-of-way line of Marsh Lane (a variable width right-of-way, 100 feet wide at this point) as described in the General Warranty Deed recorded in Volume 3075 at Page 0921 of said Real Property Records, and being the beginning point of a curve to the right having a central angle of 14 deg. 56 min. 34 sec., a radius distance of 905.00 feet, a chord distance of 235.36 feet, and a chord bearing of South 07 deg. 32 min. 20 sec. East; THENCE, departing the common line between said Timberglen tract and said Marsh Road LLC tract and along said western right-of-way line the following: Along said curve to the right an arc distance of 236.02 feet to a chiseled X' set for corner in a concrete driveway for the point of tangency, South 00 deg. 04 min. 03 sec. East a distance of 115.50 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 03 deg. 19 min. 41 sec., a radius distance.of 912.50 feet, a chord distance of 52.99 feet, and a chord bearing of South 01 deg. 35 min. 49 sec. West; Along said curve to the right an arc distance of 53.00 feet to a chiseled "X" set in a concrete driveway for corner; South 89 deg. 55 min. 58 sec. West a distance of 27.44 feet to a chiseled "X" set for corner; South 00 deg. 04 min. 03 sec. East a distance of 40.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 89 deg. 55 min. 58 sec. East a distance of 25.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a non -tangent curve to the left having a central angle of 02 deg. 35 min. 27 sec., a radius distance of 997.50 feet, a chord distance of 45.10 feet, and a chord bearing of South Ot deg. 13 min. 41 sec. West; Along said curve to the left an arc distance of 45.10 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency, South 00 deg. 04 min. 03 sec. East a distance of 50.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 290.50 feet, a chord distance of 61.24 feet, and a chord bearing of South 05 deg. 59 min. 00 sec. West; Along said curve to the right an arc distance of 61.36 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of reverse curvature of a curve to the left having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 159.50 feet, a chord distance of 33.63 feet, and a chord bearing of South 05 deg. 59 min. 00 sec. West; Along said curve to the left an arc distance of 33.69 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency, South 00 deg. 04 min. 03 sec. East a distance of 150.32 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 90 deg. 03 min. 26 sec., a radius distance of 62.00 feet, a chord distance of 87.73 feet, and a chord bearing of South 44 deg. 57 min. 40 sec. West, said curve being the transition between said western right-of-way line of Marsh Lane and the northern line of Frankford Road (a variable width roadway), as described in an easement granted to the City of Dallas as evidenced by the instrument recorded under Clerk's File No. 96-R00042160 of said Real Property Records; THENCE along said transitional curve on are distance of 97.45 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency in said northern line of Frankford Road; South 85 deg. 50 min. 41 sec. West a distance of 69.23 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 912.50 feet, a chord distance of 66.00 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the right an arc distance of 66.01 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner, South 89 deg. 59 min. 23 sec. West a distance of 200.91 feet to the POINT OF BEGINNING at the intersection of the said northern line of Frankford Road with the eastern right-of-way line of State Highway No. 190 (a variable width right-of-way) and containing 420.958 square feet, or 9.664 acres of land, more or less. OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: Filed for Record in- Benton County THAT, MARSH ROAD LLC acting by and through its duly authorized agent, Robert Finley does hereby adopt this plat, designating the herein above described property as JfARSH - FRANKFOW ADDITION , an addition to the City of Dallas, Denton County Texas; and do hereby dedicate, in fee simple, to the public use forever any streets, alleys and Roadway management areas shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, 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 places 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 some. All and any public utility shall have the right to remove and keep removed all or parts of any building, fences, trees, shrubs, or other improvements or growths which in any way may endanger or interfere with the construction, maintenance or efficiency of it's respective system on the easements, and all public utilities shall at all times have the full right of ingress and egress to or from the said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or parts of it's 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 that utility) - "Not withstanding the general easement language recited above, the the detention area easement shown on this plat is hereby dedicated to the public use forever, and may not be used in a manner inconsistent with the DETENTION AREA EASEMENT statement recited on this plat, which statement is hereby adopted and accepted." Water main and wastewater easements shall also include additional area 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 from the main to the curb or pavement line, and the description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the CV of D Ila Texas. Witness, , my hand at Newphila-_Ohio, this the day of By. L Robert Finley Manager MARSH ROAD LLC STATE OF.QkIUa:.,- - L` c,LlrC-6��- ntiC. COUNTY OF Tt1ihWflr() K i to Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Robert Finley, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed. SURVEYOR'S CERTIFICATE I, Michael Dale Linke, a Registered Professional Land Surveyor in the State of Texas do hereb certif that i have prepared this plat hereby.certify P P from an actual on the ground survey of the land,',bii¢. ihe. monuments shown thereon 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 Dallas, Texas. R: FOR NATHAN D. MAIER Michael Dale Linke - R Registered Professional STATE OF TEXAS COUNTY OF DALLAS ENGINEERS, INC. Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Michael Dale Linke, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed. A�iSf GIW4_UNDER IMY HAND AND SEAL OF OFFICE This day of e On- Jan 24r2007 at 12.11-P Not Public in and Kor Dallas County, Texas / /'1 )ESSICA SCHMIDT Asa y Commission Expires:_ lJ 6 n0TAavvuauc STATE OF TEXAS plat ennx{eslmmu Document dumber: 9253 Amount 86.00 Receipt number - 354449 e�T Jane Morris DETENTION AREA EASEMENT THE PROPOSED DETENTION AREA(S) ALONG BLOCK A/8747 WITHIN THE LIMITS OF THIS ADDITION, WILL REMAIN AS DETENTION AREAS TO THE LINE AND GRADE SHOWN ON THE PLANS AT ALL 71MES AND WILL BE MAINTAINED BY THE INDIVIDUAL OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DETENTION AREAS IN BLOCK A/8747. THE CITY OF DALLAS WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID DETENTION AREAS OR FOR ANY DAMAGE OR INJURY TO PRIVATE PROPERTY OR PERSON THAT RESULTS FROM THE FLOW OF WATER ALONG, INTO OR OUT OF SAID DETENTION AREAS, OR FOR THE CONTROL OF EROSION. NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY FILLING OR BY CONSTRUCTION OF ANY TYPE OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OR ANY OTHER STRUCTURE WITHIN THE DESIGNATED DETENTION AREAS, AS HEREINAFTER DEFINED IN BLOCK A/8747, UNLESS APPROVED BY THE CHIEF ENGINEER OF DEVELOPMENT SERVICES. PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY OF DALLAS TO ERECT ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY THE STREETS AND ALLEYS IN OR ADJACENT TO THE SUBDIVISIONS, THEN IN SUCH EVENT, THE CITY OF DALLAS SHALL HAVE THE RIGHT TO ENTER UPON THE DETENTION AREAS AT ANY POINT, OR POINTS TO ERECT, CONSTRUCT AND MAINTAIN ANY DRAINAGE FACILITY DEEMED NECESSARY FOR DRAINAGE PURPOSES. EACH PROPERTY OWNER SHALL KEEP CLEAN AND FREE OF DEBRIS, SILT AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS AND THE CITY OF DALLAS SHALL HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY OCCUR. THE DETENTION AREA IN BLOCK A/8747, AS IN THE CASE OF ALL DETENTION AREAS, IS SUBJECT TO STORM WATER OVERFLOW TO AN EXTENT WHICH CANNOT BE CLEARLY DEFINED. THE CITY OF DALLAS SHALL NOT BE HELD LIABLE FOR ANY DAMAGE OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES WITHIN THE DETENTION AREAS OR THE SUBDIVISION STORM DRAINAGE SYSTEM. THE DETENTION AREAS SERVING THE PLAT ARE SHOWN BY THE DETENTION AREA EASEMENT LINE AS SHOWN ON THE PLAT. GIV�Eryry� NDER MY H AND SEAL OF OFFICE This go day of _L\lS2L� 2006. -� 0 a}�+� ELAN08 HERIER jOlAyCorinm. Commission # 1646913 Notary Public - Co itornio No ubt c in and for County c ( II vV) zMarin County f��i'L��ty1 Expires Feb 21,2010- My Commission Expires: rn < i ( J THIS PLAT IS AMENDED FOR 7HE SOLE PURPOSE OF REVISING THE COMMON LOT LINE SECOND AMENDED PLAT MARSH-FRANKFORD ADDITION LOTS 9 & 2 BLOCK A18747 JOHN SMITH SURVEY - ABSTRACT NO. 1225 WILLIAM MILLER SURVEY - ABSTRACT NO. 883 HEIRS OF WM. LUT7RELL SURVEY N ABSTRACT NO. 766 CITY OF DALLAS DENTON COUNTY, TEXAS CITY PLAN FILE NO. S990-202R SURVEYOR: ENGINEER' OWNER: PRISM SURVEYS, INC. NA7HAN D. MAIER CONSULTING £NGINNERS, INC. MARSH ROAD LLC 1361 W. EULL3'S BLVD.,S 11E 112 LVLEsg TEXAS 76040 8080 PARK LAN& SN11E 600 DALLAS Z57AS 75231 C/o RPS DEVELOPMENT COMPANY, INC. (817) 8048 (214) 739-4741 28M HIGH 1164MV ROAD MNAINNOLIZ ORE00V 97128 (50) 435-4907 AMENDED NOWWRFR 1, 2006 - NOMCE ✓00 /96-12-153 SHEET 2 OF 2 11 Ti a a a I Ff a= c m K m M Filed for Record in. Denton CDuntn Co Aug 3i12005 at 03110P As u SH 190 Plat Dj ROW LINE c "Z Z� OWNER: \\ Documont I{unbLP' 108227 � M 154.67' A CIti END ASSOCIATES D. Amount a 6.00 - t0 \ CAD. F, 1 0 60 120 ZIPA-07•zfi'3s• 4 m p:\ \\ Receipt HOuybar - 223878 1z is97.58' \ C\ \ Jane Moms Scale 7" = 60' OWNER: \ \ G LEN COMPANY, PS \ \ \ Vp 15' SAr4. SEWER VOLUME VOLUME 3334, PAGE 934 R.P.R.O.C.7 ��' \ �I� ------ - ----2 - 1lY to ..�.-ESMT. r4 \ \ CAB. F PC. 133 20' DRAINAGE Irsrm \ 50.00' \ \ 5 89' 49' 04' E "• 488.52' ESMT. CAB. N PC. 387 t 50 p0 \ LOCATION LOCATION MAP NOT TO SCALE / SANITARY 1SEWER EASEMENT Per City noMe'fo Plan. e`NQpe. 145A tn CUTIFICA AGOF. APPR^-., A, "Fl,fv,)RGLEN - DR, r' z (dO\ S E?'EASEMENT) 0$"�� a 10 _ _vS t �49E' 04• E-_447.31' J• B-_e_ ��?„ ChaitlDl9Ri Off' the ,,' / v{•� pY� ROAD EASEMENT 4� '� 1 / 'DELTA - 14.5s 34' ---- City Ptah t of the i 3 pC� PAGE 06°z°o �� / RAD1u3 = sos.o0' of Dallas, State of Texats hereb / 4r ,RC 'R 236.02' y x / ��r JOHN SMITH SURVEY CHAR =\235.36' "`'��`�.''r Mt um attached plat Was 0 ,y / 4` CH ERGS S 07'32'20' E d°aa' fled �Oi �PPwval v*h the ABSTRACT No. 1225 >^ A113' 20' 13" �� �v{ WASTEWATER city�l�a�hn Cp>Yy►�l�d sion o the Cityi / • hP SURVEY LANE 3 I L F005.0, CAD. N PC. 387 Dallas on the W N I WILLIAM LARKIN WILLIAM MILLER SURVEY 1 / ry6 JORN SMITH_ SURVEY ABSTRACT No. 1225 I o I SURVEY orl /, HEIRS OF WM. LUTTTRELL SURVEY ABSTRACT No.N 7 I tj� a ABSTRACT No. 883 / 6r5r E _ x ABSTRACT da Of /0 27�sa- - aGO x ' A.D. 20 t35 (- - - - - - - - - No. 755 by said ou ' 255.2e r6.9, O y^^ O Q i DRAINAGE LOT 1 tt5C sEl 7; N `+i CAB. N PC. 397 OWNER: DAUAS HOUSING AUTMOWN 0S 60'41E OLOT 3 4 1709941.9299 SQ.FTI]m W GEKS FILE if 7-0070020 ' .. /leo 1 tips $) 3.9243 ACRES - , R.P.R.D.c.r. Gity)? Plan Commis>rbop 1 AREA Was Te �pdes 1(I' PRIVATE SANITARY 1 Ma N Po. 387-I ' SEWER EASEMENT I I ratku o CV 1 A =34d22'39" �1 7asiam f s Iwwss BY THIS PLAT axc SAT o 1 DELTA = 0 19'41" AtIlft:.. . alsc scr ( ) OWNER- to I 1 RADIUS - 912.50' R-20.00' Q- MARSH ROAD LLC I z ARC = 53100' L=12.00' n / VOLUME 5280, PAGE 0599� N 89'54'44" W CV 1 CHORD = 52{99' / 1' R.P.R.DAT. 167.16' I ON S 3'-8g 0704C w - CH BRG = S P1 3549" W CV 2 D=49di8'53" �� p� /o 35' ACCESS fASEMEN `-'7J' 27.44 rinAn YOa2nd emantiet R=150.00' A PROVIDING ACCESf F LOTS 1 & 2') N 8149 7 ' W $e reta i I g ,� 9-5 70' asc 5 0'04'03" E 115' WATER !Y L=129.11 �D J I280--465.35_---- V j - - - - ESAtT R 215.56' $2. 210.86' 0.00' CAB. N PC. 387 CV 3 a =32d17'l pA�' ,� =y f5.40 N 621749' E M 924 W eauss R=114.38' �7 O VO 9°9 29.32' y--"1-"f'---'- -5••B - �T r-r -DEL '350' L=64.45' 1� 3'i• I - 274.51'�1 - - - lac smr I - L RAPRZC- 45,10' ' / �3��36• DETENTION AREA 12.50 ARC = 45,10' EASEMENT J� I I25' DRAINAGE EASEMENT CHORD = 45.f0' TO �O h 1ti. )$ (BY THIS ALa» �i 1 p (BY THIS PLAT) N 89'55'58" E I CH BRG = S 011341" W J M Fy =) I 25.00' { Q I p 0"i! N 00'3S'S2' E w s a 1 s akAss = d$ / ^ �gg'S 72.63' m OWNER: = WT -' I I n/ V 1 e �• �` g`Y MARSH ROAD LLC S wo-f03" E arc mt'1 vA �,„� ) I 1 { QLOC Y,\ttnuuuunm, I& % VOLUME 5280, PAGE 05M 50.00' y J, ?P43.1'g%qb� 1 /� 2 R.P.R.D.C.T. I A-04' OB' 46' ``�00\55 C......d '(/,,� Q I I R-997.50' `� Q .•SS 2� e a4�• brsr6RA`sscr I L-72.18' SA•J,.•' IO i 46.9 o / ° 1" HEIRS OF UTTRELL SURVEY ai F�4g.3y I 10' PRIVATE ABSTRACT No. 766 1 I DELTA = 12*06,05, a ci+ ' SPAS /? SANITARY SEWER EASEMENT RADIUS = 290.50'� f 7*= N 5"1'38* W � N 89'24'07• W ARC - 61.36' J (8Y THIS PLAT) ( I 8.32' 1 c 50.00' d� 25.29' / Ib .--• ..--- I 15' DRAINAGE I- CHORD = 67.24' ` ^O' m 1 _ N 0570'47" W CH SRO = S 05'S9'00' W ry 361.93' s n2°s E T. - - - 0' - - - _ ��,, .t •-f,- �� ., 10.00, ASO der . N PC. 387 I I A-04' 08' 46" II �6i'/'ti. ,.''.GTPi I I j L-7ZIi650 _ L-- �''DAI LAS'7��������` N gy4973' E EAST 755.95' m rV S 74'4T49' E 316.1i $ a• BRA561 r 77((i/IIIIIIiti7WU ti 65.6TI 755.95' W ------ _ `f0'UTIUTY ESMi p4) EAST P 15•. g M. CAB, N, P. 387 =p 56.9a' P y I 20' WATER EASEMENT LOT 2 00 CA (BY THIS PLAT) P o DELTA = 12'06105" tA-- q3.1 8 RADIUS = 159,50' �A&7(1,. A RA0k' �I9 �9axla� 250,014.0649 SQ.FT. 0 CHORD = 33,69' J�7 65.00 S5.00 CH BRG = S OS'S9'00" W (1 t' N f D -f' f , p Ji „z at� 5.7395 ACRES / �) j' F"C aoo00 2II{ F DELTA 04'08'42"tip U�2 =�`, $ DAtLAS HOUSING •AUTHORITY � �A`}�� �AS�m �N� RADIUS 997.50' LOT 2 =? zl I ARC = 72.16' Pac'' is, Z. z CLERK'S FlIE f7-0070020 ti •A R..P.R..C.T. iA O W CHORD = 72,15' x E. °m THIS PLAT /S AMENDED FOR THE SOLE PURPOSE OF REWS/NO THE LOCA770M OF THE MOST SOUTHERLY q EAST -WEST WATER M41N EASEMENT. NOTE NO LOT-TO-LOr DR41NAGE WILL SE ALLOWED. it SIDE'�40Aq EASEMEN n� CH 8RG - S 87'S5'02" W V N$ J 20.03' FlLE POINT OF 3,11' EASEMENT R. o. 042i601 a' mwss R.�6R.D.0 7 r suss s awss asc scT 6�9 /� BEGINNING osv u+ s ` US { as xr S 8 ssi3 " w 0ec wr °t�'Er s as'ss'23" w 750.00' ,a pj 69 • V S 89'S9 23 W 7 "CS 89• a9' St" W ••• /5028 OWNM. o APPROXIMATE SURVEY LINE AMENDED PLAT SERIOUS SERVICE GURP.O DELTA = 04'08'42" DELTA - 90'03'26" WILLIAM MILLER SURVEY VOLUME 2554 PAGE 72tV RADIUS = 912.50' HEIRS 0AB CT 88SURVEys RADIUS = 62.00' WILLIAM LARM SURVEY ABSTRACT No. 755 MARSH-FRANKFORD ADDITION ABSTRACT No. 883- _ R.P.R D.c.r. ARC = 66.01' ARC = 97.45' APPRW MATE�OSHUA MOCANTS SURVEY CHORD - $6,00' JOSHUA MCCANTS SURVEY CHORD - 87.73' HIRAM MILLER SURVEY ABSTRACT No. 847 LOTS 1 & 2 BLOCK A/8747 SURVEY LINE ABSTRACT No. 885 n CH BRG - S 87'55'02" W ABSTRACT No. 885 o CH BRG - S 44'57'40" W A-09.32. 12' A-oa oa' 46 VARIABLE WIDTH ROADWAY A -Or• 27' lt' c I HIRAM MILLER SURVEY N 89'S6'09' E R-390.00, R-91250' ( R--00' L-64.91' L-60.01' N 89$6'09' E L-1268' ABSTRACT No. 847 JONN SMITH SURVEY '� ABSTRACT NO. 1225 17287 { I 4713' N 89W- Go ^ E �Ba,gT N 8 ' S0' 18" E r33s W(LLIAM MILLER SURVEY - ABSTRACT NO. 883 Ss.ar Q ROAD oh _ HEIRS OF WM. LUTTRELL SURVEY r ABSTRACT NO. 766 N 00'.43' W A-10' 30' 04• I 0+-� +•0`� A-oa• 16' aa^ { 9 ----- - oV - 3.43' R-270.00' N 00'IS'75" E 1 1 R-500.00' R•� - -v6 - T DRAINAGE L-38.49' 13.41' 1 1 R-997.50' 48' A -OS• 4Y 55' L-37.34' A-84. 13' W 10 6 EASEMENT JOSHUA McCANTS SURVEY G�' i=soo°z° �9i°6° .r----- &�' `1_� CAB, o, SLIDE 301 CITY OF DALLAS { I L=7219' ,(� r OWNER: -------- 1-120' WATEREMENT y�o �:v MEADOWS VOL FINANCIAL 986 P. o ti DENTON COUNTY, TEXAS ABSTRACT No. 885 CAB' T, A 80 MR.O.C.T• i { o VIER: CITY PLAN FILE NO. S990-202R 4' j MARKETPLACE AT ERANKFC\Ri LTD. OWNER: o LOT 7 WAtMART STORES, INC. CLERK'S FILE [99-0084038 SURVEYOR. ENGINEER: 04t1J£R: LOT 1 NOTES: { R..P.R.D.C.L PRISM SURVEYS INC. 14ATHAN 0. MAIER CONSULT7NG ENGINEER$ INC. MARSH ROAD LLC CLERKS Fl.P. 2001-0673886 y { 136/ W. EULESS &I'D..SWIE 112 8080 PARK LAN& SUITE 600 0�0 R.P.R.D.CT 1. The ,leis of bear deed for recorded survey Is the eastern rightro 120 i tine Re Store Proper Re No. 190, en 5^ Tj 15:;�WASTEWAIER EULESq 7EXAS 76040 DAILS TEXAS 752JI desatl,ea 1n the deed recorded under Clerk's file No. 88-00.T120 in the Reel Propertty Records of Denton S•• N V, 2b tXT (817) 540-8048 (214) 739-4741 RPS DEVELOPMENT COMPANY, INC County Texas. { op { V, 2982„A ,0697 2653 NT6R DREROAD MLI MdAINNI« CREGON 97128 2. 3' brass diva set are taped MARSH - FRAWrORD ADDITION and PRISM SURVEYS. R.P. L,S. No. 4508 (503) 435-4907 AMENDED .4TLY. 2005 - NOMCE .103 06-12-IS5 SHEET I OF ?� I HARBOR VILLAGE AT PROVIDENCE PHASE 1 CABINET W, SLIDE 390 R.P.R.D.C.T. \ L1=2300515" \ R=542.50' \ \ \ L=218.60' Cb=S67'03'14"E Ch=217.13' %'!940 A-756 56 5/8' iRs` 3 R=2249.87' v N, � `. �� ULEVV 'D L=312.14' /'� \ \� Cb=N07*11'12"E o` ( BEGIN ING Ch=311.89' \ \'s.so� ` 5/8 / S78-35'5'"- .'..._. of 4 ,,� RS 81.6 6' E ti 66, i � s D 5/8"IRS ' ^ LOT to 20' D.E. & U.E.--.J 5 0.972 AC. ISLAND VILLAGE AT PROVIDENCE i I 30' UTRWD ESMT. CABINET W, SLIDE 394 6 R.P.R.D.C.T. i S83,41,12 E 10'x16' i N�I ,C R.O. DEDICATIO 283.07, U.E. I ('— TO ST E OF TEXA; i CO LOT 1 t� E'� I 7 © DRAINAGE EASEMENT I II LOT 2A 18WI1 1.026 AC. I INN I ' � I i-1 � 8 C�2 5/8"IRS © I hNII � ' I roe I A x ` 9 (� 110 (0-ro Qi A,) N,CN ^ ^ S8T33'16"E 179.06' L� C410x16' U.E. 10 f8�5 '0'E --131—.67—' N0T1T 4A --—1---_L— OT— 3—A — 1 III I I nil 59.23 AC. 0.637 AC. o0 nN1O 5zO'x1O' D.E. 12 'S89'35'00"W 174.90' 61--70' UTIL 4.25' D.E. U.E. ACESS ISI II( I & < " 5/8"IRS S89'35'00"W 334.25' DENNIS STALLINGS C.C. FILE NO. 94—ROO42718 R.P.R.D.C.T. ' W � C O I 5/8"IRS I c� it 0 3 E( v 0 it M I �V) w I 5/8"IRS ( F— ry O Z 0 60 0 30 60 120 1 inch = 60 feet R22oz$� R003bR �,a��9cs7'R7��2� Mma for eons. 7R7444 t.(0b`8 yr (2.21ni31 t 1 r TR 7t40) I r (c'ti A-G14k4 I- 6CC'wsD b�4 R2 0809q rR 7HCr) 1. to 5,1-clrc, R=1959.87' L=304.95' Cb=S05'42'08"W &01) 5 0yi (W /t sA�9A26-A LEGEND U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.S. SANITARY SEWER EASEMENT B.L. BUILDING SETBACK LINE L.E. LANDSCAPE EASEMENT 5/8"IRS 5/8—INCH IRON ROD W/CAP MARKED "PETITT—RPLS 4087" SET 1/2"IRF 1/2—INCH IRON ROD FOUND R.O.W. RIGHT—OF—WAY A.E. ACCESS EASEMENT 50'R 50—FOOT RADIUS UTRWD UPPER TRINITY REGIONAL WATER DISTRICT O8 DESIGNATES SUBDIVISION BLOCK C* w wlI DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9 CONTACT: CLAY E. CRAWFORD 4265 SAN FEL.IPE, STE. 1100 HOUSTON, TEXAS 77027 ENGINEER & SURVEYOR: PHONE (713) 968-9855 OWNER: VALERIAN PROPERTIES ASSOCIATES, L.P. GENERAL PARTNER: FIRST REGENCY ENTERPRISES, INC., LIMITED PARTNER: ASTER PROPERTIES, INC. LIMITED PARTNER: MEADOWBROOK INVESTMENTS, INC. CONTACT: DONALD B. HUFFINES, VICE PRESIDENT OF BINARY INVESTMENTS, INC. V CV d� ;I U.S. HWY 3801 VICINITY MAP N.T.S. NOTES: ru 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9 2. UTILITY PROVIDERS: (1) ELECTRIC & GAS SERVICE: COSERV 7701 SOUTH STEMMONS CORINTH, TEXAS 75065 PHONE: 1-800-274-4014 (2) TELEPHONE SERVICE: AT&T 2301 RIDGEVIEW DRIVE PLANO, TEXAS 75025 PHONE: (972) 569-3084 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 4. PROPOSED SITE IS NOT WITHIN THE EXTRA TERRITORIAL JURISDICTION OF ANY MUNICIPALITY. 5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9. APPROVAL OF THIS PLAT DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 6. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT—OF—WAY EXCEPT AS SHOWN. 7. ALL UTILITY EASEMENTS AND RIGHTS —OF —WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9 UNLESS OTHERWISE NOTED. 8. THE SUBJECT PROPERTY IS DEPICTED IN ZONE "X", DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP NO.48121CO405 E, DATED APRIL 2, 1997. NO PORTION OF THE SUBJECT PROPERTY IS DEPICTED WITHIN THE 100 YEAR FLOODPLAIN. FINAL PLAT ISLAND VILLAGE II AT DENTONPROVIDENCOUNTY FRESH �cER PHASE SUPPLY DISTRICT No. 9 3.358 ACRES — 4 LOTS SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 DENTON COUNTY, TEXAS paPetitt and Associates, Inc. ENGINEERING & SURVEYING VALERIANS AUTHORIZED AGENT 300 MUNICIPAL DRIVE Tel. No. 214) 221-9955 I 8222 DOUGLAS AVE., SUITE 660 Richardson, Texas 75080 Fax No. �214) 340-3550 DALLAS, TEXAS 75225 PHONE (214) 526-3000 DATE: NOVEMBER 29, 2005 SCALE: 1"= 60' JOB NO. 02042-05 IM r,, o o. n , ¢ n m o � G P P O H W SHEET 1 OF 2 L— u C_ �J)' M Ln d- ri Ln 0 0 CU 0 CU (TI LOCATION \ LOCATION MAP NOT TO SCALE CV 1 A=34d22'39" R=20.00' L=12,00' CV 2 A=49d18'53" R=150.00' L=129.11 CV 3 A=32d17'8" R=114.38' L=64.45' t/2' sn AOP ra OR) BEGINNING SH 190 ROW LINE c0 154.67' to N 0 60 120 co I z A -or 26' 38" Ls 17.58' SOOIe 1" = 60' OWNER: nMBERGLEN COMPANY. PS a VOLUME 3334, PAGE 934 a m Ey in R.P.R.O.GT. _____ -- �C " EASEMENT �y 15' SANITARY SEWER SEWER E a / per Of of Dallas plan 4no-1962, Pg. 145A a/ (unable to locate vol. & pg.) pl� Do n a p1 �. "' RVOLDUME 006E EASEMENT TA // �/..Qy �OC PAGE l JOHN SMITH SURVEY APPROXIMATE ABSTRACT No. 1225 / SURVEY LINE I / O OWNER: END ASSOCIATES LTD. LOT 7 CAB. F. PG. 133 to M o ti° ' GAN. SEWER ESM 1RaD i U'7j ` CART F PG, 73S 20' DRAINAGE SM. _,. ` 50/E00 �, � S 89' 49' 04" E � 488.52' / CAB.T N PG 387 WILLIAM MILLER SURVEY �/ JOHN SMITH SURVEY ABSTRACT No. 1225 _ /• HEIRS OF 19M. LUTTTRELL SURVEY ABSTRACT No. 71,85 , ABSTRACT No. 883 / N 6 557 E 14 - - - .2-92524'6.8,I LOT 1 010mr / S60D170,941.9299 SQ.FT. $I 3.9243 ACRES PRIVATE SANITARY SEWER EASEMENT snicxr aRAu (BY THIS PLAT) OWNER;DIM, SCF 1nrro ratio s6r LAND SOUTHWEST, ING y�Q ( CLERK'S FILE 196-008653E ( N 89'54'44" W R.P.R.D.GT. C`I 2' 167.E CV I 9'SJ'59 -w-c- �/ QO /� PROVIDICNG ACCEST F LOTS 1 & 21 N 89'54444W r tq' �� O t290' 465.35' I/ 3 L 749.70_ - augur ti - 2t5.56' ---_-- 52.6' 210.86' I - 20.00' - �• _� iS.40' N 6217'49" E N 69'24 1W O VO to �Sy, 29.32' NTION 3' F j DE EASSEMMENT EA JJJ�( I 125' DRAINAGE EASEMENT L72.50 (BY THIS PLAT) / \ (BY THIS PLAT) N 89.55,58" E 25.00' �g 00/ N 00'3552` E „I OWNER: arse 0`Y%5; �, 12.63' IN LAND SOUTHWEST, INC. orsc scr" 1 �/. e�i �`S' I at CLERK'S FILE 196-00WS39 P`2eR\r/4�oM15' R.P.R.OGT. 46.69'3 HEIRS OF WAf. (UTTRELL SURVEY /s �1 I I ABSTRACT No. 766 N 5 W N 99542'Og7" W 8.32' 50.00c,� / _ A -I 'N 0570'47" W 3pt.93 -{� 9.22' 10.00' imuss 0190SI.'T ( N 8449'13' E f 4r S fa•aP49' E 3ts.fY 10' PRIV TE SANITARY SEWER EASEMENT w raeAssr. (BY THIS PLAT) y ICI asc sE1 w O z� ? I--EASL212M. J I p ��� r- 0 J LOT 2 0 tioc I r- R�z m- 2502014.0649 SQ.FT. 20' WATEIR EASEMENT I I,z y (BY THIS PLAT) 5.7395 ACRES eI DELTA = 04'70.8D r RADIUS - 997.50' ARC = 72.16' asc sLT CHORD = 72.75SIDEWALK ' CAD EASEMEN a� CH BRG S 8755'02" W t0 20.03' EASEMENT pFRK'S FILE I10 o. 6-04216o M r eaAss f / �.77' rR.I�.R»D.GT _j� ram« S 85'50'41" Wr��r p y,)c Raxa'2A" W Isn An, aw� ---7---- RGL_EN DR. _ (-EASEMENT) 04" E - 447.31' -- _ _ - 14•B 07'32'20" E A-LIX 20' 13" "ti.,- o nrw mnn,crt R-II005.00' CABIN PC. 367 L-R33.94' WILLIAM LARKIN SURVEY ABSTRACT No. 755 20' DRAINAGE ESMT. I CAB. N PG 387 OWNER: DALLAS HOUSING AUTHORITY LOT 3 I CLERKS FILE 1 97-0070020 r-DETENTION %� -i R.P.R.D.C.T. 1 AREA ESMT.J I I CAB, N PG. 387 -'-) I DELTA = 0 '19'41" RADIUS - 919.50' ARC = 53100' CHORD = 52199' CH BRG = S ()1'35'49" W I S O'04'03" E 115' WATER 40.00' I ESL17. SCAB. N PG. 387 i- r -acc�n�- - -� <i ARC 45.10' CHORD = 45.10' CH BRG = S 01'13'41" W 03" 4$ E i i BLOC A,g� o.00' I a 4 06' 46' I I R-997.50' L-72.18' DELTA = 12'06'05" RADIUS = 290.50' ARC - 61.36' DRAINAGE I j� CHORD = 61.24' 7 CH BRG = S 05'59'00" W . N PG. 387 I I A-04. 06' 46" I1 R-997.50' L-72.f8' f- fo' ORUTY E8MT CAB, N. P. 387 _) 5.00, S5.00' � 7 3 DELTA = 12'06'05" RADIUS = 159.50' ARC = 33.69' CHORD - 33.63' CH BRG = S 05'59'00" W .�� h '�' OWNER: a y 07 L` �3 Z g z DALLAS HOUSING AUTHORITY LOT 2 CLERK'S Fl E A'97-0070020 w O Z �4m R..P.R.O.GT. any W N$ Filed for Record in: Denton County On' Aug 17,2004 at 0420P As a Plat Document Number- 109903 Amount 86.00 Receillt dumber - 132452 B91 Erin Workle hni� Sat/(.ao / �(594g7AO863AIV,l- 407'76A 4.tT14ICAI ?R1;91 , �Y �16,q4 k3 7"R lA) S 0, aaao Iq S 89'S9 23 W 0.9E b S 89. 49' 51- W - 150.28' OWNER: o o APPROXIMATE SURVEY LINE SERIOUS SERVICE CORP O HEIR5 OF WM. LUTTRELL SURVEYS o DELTA = 04'08'42" DELTA = 90'03'26" WILLIAMBST MILLER SURVEY VOLUME 2554, PAGE 721 uT RAD0.)S = 912.50' RADIUS = 62.00' WILLIAM LARKIN SURVEY ABSTRACT No. 755 ABSTRACT No. 883 _ R.P.R.D.GT _ ABSTRACT No. 788 _ _ _ ARC = 66.01' CL- ARC = 97.45' APPROXIMATE�O5HUA McCANTS SURVEY CHORD - 66.00' JOSHUA MCCANTS SURVEY CHORD - 87.73' HIRAM MILLER SURVEY ABSTRACT No. 847 SURVEY LINE ABSTRACT No. 885 n CH BRG = S 87'55'02" W ABSTRACT No. 885 o CH BRG = S 4457'40" W A-09'32' 32' 72" R-9I2.50 48` m (VARIABLE WIDTH ROADWAY) A-01'R-SOO27' 11' � HIRAM MILLER SURVEY OW N 89'56'09' E L-64.91' L-60.01' N 8956'09" E L-12,68' I ABSTRACT No. 847 112.87' N 8956'09' E Ij j 7�j 47.13' 150.00 tj8,5,61 N 4 50' 18' E 133.54' N 00'03'S1" W A-10' 30' 04" 89.87 I I(' jTr(�j • ORD ROAD O� - - - - - _ - _ N 00'75'75" E A=04' 16' 44" j 9 3.43' L-36.49 t3.41' I R 7�'�• "R-500.00' @� (� G`�6 E3OjM.MN GE -- ,* RB5�0.0 55' L-37.34' R�84' S0' I �' VO �QG-CAB. 4, SUDE 301 JOSHUA McCANTS SURVEY I L-72.19' QG L-50.o2' OWNER: L-91.15' T------ _____ I ---I 20' WATER y 6 MEADOWS FINANCIAL CORP. ABSTRACT No. 885 EASEMENT CAB. 4) 0r�� VOLR.O.C.T 3393, PG, 986 I,P. 80 � j � , OWNER: OWNER: c j MARKETPLACE AOTTFRANKFORT, LTD. WAWART STORES, INC. ri I CLERK'S F7LE �99-006403E SURVEYOR: LOT 1 j R..P.R.O.GT NOTES: PRISM SURVEYS, INC. CLERKS FILE-1 200t-0013866 » , 1351 W. EULESS BLWD.,SUIIE 1f2 R.P.R.D.GT f. The bash of bear ings for this survey Is the eastern ern rlyyht-of-woy tine of State Hl gAway No. 1 90, /5' WASTEWATER EULES,$ TEXAS 76040 des er ibed In the deed recorded under Clerk s File No. 96-003120 In the Reol Property Records of Denton '� ro j EVA 2962 P 0697 (817) 540-8048 County. To"s. j 2. 3' broad diac set are starped MARSH - FRANKFORD ADDITION and PRISM SURVEYS, R.P. L.S. No. 4508 NOTE.' NO LOT -TO -LOT DR4%40E WILL BE ALLOWED. LEGEND SRF STEEL ROD FOUND CM CONTROLLING MONUMENTS RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PL PROPERTY LINE FINAL PLAT MARSH-FRANKFORD ADDITION LOTS 1 & 2 BLOCK A18747 JOHN SMITH SURVEY N ABSTRACT NO. 1225 IMLLIAM MILLER SURVEY N ABSTRACT NO. 883 HEIRS OF WM. LUTTRELL SURVEY - ABSTRACT NO. 766 CITY OF DALLAS DENTON COUNTY, TEXAS CITY PLAN FILE NO. S990-202R ENGINEER: OWNER, NATHAN A MAIER CONSULTING £NGINNERS, INC. LAND SOUTHWEST, INC. 8080 PARK LANE SUITE 600 C/o DALLAS TEXAS 75231 RPS DEVELOPMENT COMPANY, INC (214) 739-4741 2653 HIGH HEAWEN ROAD McMINNMLLE OREGON 9712E (503) 435-4907 ,ULY, 2004 - NOMCE JOB 196-12-153 SHEE T I OF 2 r, = C 41 . i N z m M F1 P� 3 .1 4T STATE OF TEXAS COUNTY OF DENTON OWNERS CERTIFICATE BEING a 9.664 acre tract of land situated in the Heirs of William Luttrell Survey, Abstract No. 766, the John Smith Survey, Abstract No. 1225, and the William Miller Survey, Abstract No. 883, in Official City of Dallas Blocks 8747, 8749, and 8751, in the City of Dallas, Denton County, Texas; being also that some tract of land conveyed to Land Southwest, Inc. as evidenced by the Special Warranty Deed recorded under Clerk's File No. 96-0086539 of the Real Property Records of Denton County, Texas; and being described more particularly by metes and bounds as follows: BEGINNING at a 3-inch brass disc stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the southwest corner of said 9.664 acre tract, said corner also being the intersection of the northern line of Fronkford Road with the eastern right of way line of State Highway No. 190 (a variable width right of way) as described in the instrument recorded under Clerk's the No. 96-003120 in said real property records; THENCE, departing the said intersection and along said eastern right of way line the following: North 17 deg. 48 min. 59 sec. West a distance of 113.47 feet to a 1/2-inch steel rod found for corner; North 30 deg. 08 min. 22 sec. East a distance of 270.62 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 14 deg. 59 min. 10 sec. East a distance of 185.78 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner, from which a found 1/2-inch steel rod bears South 36 deg. 07 min. 45 sec. West a distance of 0,44 feet; North 29 deg. 18 min. 18 sec. East a distance of 384.15 feet to a 1/2-inch steel rod found for the northwest corner of said Land Southwest tract, said corner also being the southwest corner of that certain tract conveyed to Timberglen Company, PS as evidenced by the deed recorded in Volume 3334 at page 934 of said Real Property Records; THENCE, departing said State Highway No. 190 right-ot-way and along the common line with the previously said Timberglen tract, South 89 deg. 24 min. 07 sec. East a distance of 266.27 feet to a 1/2-inch steel rod found for the northeast corner of said 9.664 acre tract and the southeast corner of said Timberglen tract lying in the western right-ot-way line of Marsh Lane (a variable width right-of-way, 100 feet wide at this point) as described in the General Warranty Deed recorded in Volume 3075 at Page 0921 of said Real Property Records, and being the beginning point of a curve to the right having a central angle of 14 deg. 56 min. 34 sec., a radius distance of 905.00 feet, a chord distance of 235.36 feet, and a chord bearing of South 07 deg. 32 min. 20 sec. East; THENCE, departing the common line between said Timberglen tract and said Southwest Land tract and along said western right-of-way line the following: Along said curve to the right on arc distance of 236.02 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency; South 00 deg. 04 min. 03 sec. East a distance of 115.50 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 03 deg. 19 min 41 sec., a radius distance of 912.50 feet, a chord distance of 52.99 feet, and a chord bearing of South 01 deg. 35 min. 49 sec. West; Along said curve to the right an arc distance of 53.00 feet to a 3-inch brass disc stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS the end of said curve; South 89 deg. 55 min. 58 sec. West a distance of 27.44 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; South 00 deg. 04 min. 03 sec. East a distance of 40.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 89 deg. 55 min. 58 sec. East a distance of 25.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a non -tangent curve to the left having a central angle of 02 deg. 35 min. 27 sec., a radius distance of 997.50 feet, a chord distance of 45.10 feet, and a chord bearing of South 01 deg. 13 min. 41 sec. West; Along said curve to the left on are distance of 45.10 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency; South 00 deg. 04 min. 03 sec. East a distance of 50.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 290.50 feet, a chord distance of 61.24 feet, and a chord bearingof South 05 deg. 5 min. 9 9 00 sec. West; Along said curve to the right an arc distance of 61.36 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of reverse curvature of a curve to the left having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 159.50 feet, a chord distance of 33.63 feet, and a chord bearing of South 05 deg. 59 min. 00 sec. West; Along said curve to the left an arc distance of 33.69 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency; South 00 deg. 04 min. 03 sec. East a distance of 150.32 feet to a concrete monument with 3-inch brass disk stomped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 90 deg. 03 min. 26 sec., a radius distance of 62.00 feet, a chord distance of 87.73 feet, and a chord bearing of South 44 deg. 57 min. 40 sec. West, said curve being the transition between said western right-of-way line of Marsh Lane and the northern tine of Frankford Road (a variable width roadway), as described in an easement granted to the City of Dallas as evidenced by the instrument recorded under Clerk's File No. 96-R00042160 of said Real Property Records; THENCE along said transitional curve an are distance of 97.45 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency in said northern line of Frankford Road; THENCE along said northern line the following: South 89 deg. 59 min. 23 sec. West a distance of 150.00 feet to a concrete monument with 3-inch brass disk stomped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the left having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 997.50 feet, a chord distance of 72.15 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the left an arc distance of 72.16 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; South 85 deg. 50 min. 41 sec. West a distance of 69.23 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 912.50 feet, a chord distance of 66.00 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the right an are distance of 66.01 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; South 89 deg. 59 min. 23 sec. West a distance of 200.91 feet to the POINT OF BEGINNING at the intersection of the said northern line of Fronkford Road with the eastern right-of-way line of State Highway No. 190 (a variable width right-of-way) and containing 420,958 square feet, or 9.664 acres of land, more or less. OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: Filed for Record in: Denton County On: Aug 17r2004 at 04:20P THAT, LAND SOUTHWEST, INC. acting by and through its duly Asa authorized agent, Robert Finley does hereby adopt this plat, Plat designating the herein above described property as Document Hunber: MARSH - FRANKFORD ADDITION , an addition to the City of Dallas, Denton County Texas; and do hereby dedicate, in fee simple, to the Amount public use forever any streets, alleys and Floodway management areas shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and oil 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 places 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 some. All and any public utility shall have the right to remove and keep removed oil or parts of any building, fences, trees, shrubs, or other improvements or growths which in any way may endanger or interfere with the construction, maintenance or efficiency of it's respective system on the easements, and all public utilities shall at all times have the full right of ingress and egress to or from the said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or parts of it's 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 that utility). "Not withstanding the general easement language recited above, the the detention area easement shown on this plat is hereby dedicated to the public use forever, and may not be used in a manner inconsistent with the DETENTION AREA EASEMENT statement recited on this plat, which statement is hereby adopted and accepted. Water main and wastewater easements shall also include additional area 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 from the main to the curb or pavement line, and the description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Dallas, Texas. Witness Witness my h nd at Dallas, Texas, this the d�'//�-day of 2004. By: 4�( Robert Finley ip esi ent LAND SOUTHWEST, INC. STATE OF TEXAS to COUNTY OF DALLAS Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Robert Finley, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed. `) f GIVEHAN / D-SEn-, OF OFFICE This.G�day of - 04. N tary b'gVb in and for Dallas County, Texas My Commission Expires:��L ?-/9 h AIMEEHESS MY COMMISSION EXPIRES February 17, 2006 109903 56.00 Receipt Hunber - 132452 Bgr Erin Hccorkle SURVEYOR'S CERTIFICATE 1, Michael Dale Linke, 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 thereon 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 Dallas, Texas. ___ FOR NATHAN D. rI.E�R CON ING ENGINEERS, INC. 6Y.4. 81`F'y. �S a t Michael Dale oeeaeaoo:: a000e so 8, 't.ei'diCHA[ Linke - .S. #4508 LINKE t. Q A....... Registered Professional Land SurveyorLE STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Michael Dale Linke, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed.( G I V€N �Uf14ER MY HAND,,AND SEAL OF OFFICE Th i s��' `day o f JE �FA SCHN.iD7 .� NO Notar Public in an for Dallas Count Texas r---c���Y, navruauc / /, S7A7E OF rEXgS Commission Expires: 7/ie �� �"` ''a`si' a �str DETENTION AREA EASEMENT THE PROPOSED DETENTION AREA(S) ALONG BLOCK A/8747 WITHIN THE LIMITS OF THIS ADDITION, WILL REMAIN AS DETENTION AREAS TO THE LINE AND GRADE SHOWN ON THE PLANS AT ALL TIMES AND WILL BE MAINTAINED BY THE INDIVIDUAL OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DETENTION AREAS IN BLOCK A/8747. THE CITY OF DALLAS WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID DETENTION AREAS OR FOR ANY DAMAGE OR INJURY TO PRIVATE PROPERTY OR PERSON THAT RESULTS FROM THE FLOW OF WATER ALONG, INTO OR OUT OF SAID DETENTION AREAS, OR FOR THE CONTROL OF EROSION. NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY FILLING OR BY CONSTRUCTION OF ANY TYPE OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OR ANY OTHER STRUCTURE WITHIN THE DESIGNATED DETENTION AREAS, AS HEREINAFTER DEFINED IN BLOCK A/8747, UNLESS APPROVED BY THE CHIEF ENGINEER OF DEVELOPMENT SERVICES PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY OF DALLAS TO ERECT ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY THE STREETS AND ALLEYS IN OR ADJACENT TO THE SUBDIVISIONS, THEN IN SUCH EVENT, THE CITY OF DALLAS SHALL HAVE THE RIGHT TO ENTER UPON THE DETENTION AREAS AT ANY POINT, OR POINTS TO ERECT, CONSTRUCT AND MAINTAIN ANY DRAINAGE FACILITY DEEMED NECESSARY FOR DRAINAGE PURPOSES. EACH PROPERTY OWNER SHALL KEEP CLEAN AND FREE OF DEBRIS, SILT AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS AND THE CITY OF DALLAS SHALL HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY OCCUR. THE DETENTION AREA IN BLOCK A/8747, AS IN THE CASE OF ALL DETENTION AREAS, 1S SUBJECT TO STORM WATER OVERFLOW TO AN EXTENT WHICH CANNOT BE CLEARLY DEFINED. THE CITY OF DALLAS SHALL NOT BE HELD LIABLE FOR ANY DAMAGE OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES WITHIN THE DETENTION AREAS OR THE SUBDIVISION STORM DRAINAGE SYSTEM. THE DETENTION AREAS SERVING THE PLAT ARE SHOWN BY THE DETENTION AREA EASEMENT L&&AA SHOWN ON THE PLAT. 'f � .GATE OF APPROV,pI_ 1. Chairman of the Cky-Plan Com- mission of the City of Dallas, State Of Texas, hereby certify that the attached plat was duly filed for FINAL PLA T approval with the City Plan Com- mis Olesion of the of Dallas on the day of MARSH-FRANKFORD ADDITION D. 20sew[��� L 0 TS 1 & 2 BLOCK A18747 and same was dAPrOved on the day o JOHN SMITH SURVEY ^- ABSTRACT NO. 1225 A.D. 20 b Yrnmisinn WILLIAM MILLER SURVEY - ABSTRACT NO. 883 HEIRS OF WM. LUTTRELL SURVEY - ABSTRACT NO. 766 Chairman CiTY OF DALLAS City Plan Commission DENTON COUNTY, TEXAS Dallas, Texas CITY PLAN FILE NO. S990-202R At t: SURVEYOR: FNGINE� 9WNER: SM SURVEYS, INC. NATHAN D. MAIER CONSUL 7/NG ENG/NNERS INC. LAND SOUTHWEST, INC. W. EULESS BLVD.,Sf/IX 112 BOBO PARK LANE, SUITE 600 C/o 7604o DALLAS TEXAS 75231 RPS D£vELOPMENr COMPANY, INC. Secretary (877) 540-BO48 214) 739-4741 2653 HIGH HEAVEN ROAD MC INNNLLE ORECON 97128 (600) 435-4907 .NLY, 2004 - NOMCE.A78 A96-12-153 SHEET 2 OF 2 �= C z m m M' O A E 1.1 a LOCATION MAP NOT TO SCALE. GII I A =34c122'39" R 20.00' �r y,/ tp L-12.p00'' g * G V 2 A `- Pro'= S 5.'5 to R=15aOO' L- 120.11 Cv 3 A 3 d2i$8" R-114.38' L CK ' M. SH 190 � x ROW LINE 25.67' �e END ASSOCIATES LTD, LOT 1 0 to ice. CAS. F, PG, 133 O 60 120 { Y c 71MBEROLEN COMPANY, PS Ca VOLUME 3334, PACE 934 E RRA.0.C.i Salle 1" 60` 15' .SANITARY SEWER EASEMENTV� + per cIty of Dallas plan 4110-196Z p5. 145A 2S' T. SEWER r4 ix (unable to locate Val. do ps.) 1 -. -- - - fiStIT. .. f FOUND (1)CA$, F PG. 133 2ES�iTRAIUAGE ®r I r x d SO. S 89' 49' a4' E 488,52' CAEs, N PC. 387 i �F � T E S }� !x N�+ �tSTRT EASEMENTS 49' 04' C M 447.31' + �y 'S, % ROAD EASEMENT '? I �(11`i'YA PAGE vPMR 6268 . I I RAflllf�;,- 9tr OW I yq AGe a62D If 2«'f6.02` OHN SMITH SURVEY -07 IV WASTEWATER.: ABS 'BAC ' No. 1 P'25 d 13' 2a'*13, f3,XI�'AT1 =h L 100 ;.CV CAS, N PG. 387 My .�= � �. I WILLIA M LA RKIN� `ILL AM MILLER SURVEY � ,TOM SMITH SURVEY ABSItACT No. 122� � � `; I SURVEY ABSTRACT 88 � "IRS OF L�RI SURVEY ABS'TIi? T xt>. 766 � � I ABSTRACT 8955'S7' .�. __. 275.03� _ C CD Y-ti*t 20' DRAINAGE S $9 aS5'87" Wi c 255 24' � � I EShlx. g tit t00% Cs + I CAB. N PG, 387 R7 1 f, L tad "' a OWNER: a;DAtiAS HOUSING AUTHORITY 1C>.00° LOT 3 �w �' ' W� zn � I cRKs �� j 97-oa7oo2lr I 3, 84 ACRE �' � h � 1: R. .D. �c I& PRIVAY SANITARY � .�., '��, i GA8 ��r� 387--+�j SEWER EASEMENT ' p I DELTA 9'42 s- (6Y THIS PLATS DWNET2: i " RADIUS * 9f32.v{}` ser S 139'7. 4' YY M WSH ROAt LLC,, N s 'a4" W 27:d ARC MOD' VOLUME 5281), PAGE 009; 14 0 i CHORD 549$ Al/ c 35' ACCESS EASE 2 >' , fNeWt LOx tiNE} • i s,,, ".0 I?Rt}VIIaIfdG ACCES$ f LOTS 2 8t 2 N 89 54 44 W ars• i 149°7t3` '• 115 WATER > k a 3 a° S OVtO E ESMT 12 90 *IU 56' 52.G (K>L1T L0T Lille I CAS N PG, 387 1v.40° 268 22 N 89,24'07� W 210.86 _. � � - i3I3.� i��5�27" ter ss N s2 ' ` '� �. 2 ,52' _ 997.W I DETEAlT10N AREA F' 112.50. atsa SET .� ARC - 450( I EAs rtENr 1 25 DRAINAGE EASEMENT ► » cxla2 - 4a:1#T (BY THIS PtTAT} e (BY THIS PLAT) N 89 55 58 E I CU ORO - S O#'13'�FI" W Via° r (Al IV21 1OWNER- ' / t�fF 6ti 12 6 MARSH ROAD LLC S t}0 Y34'tk" ,!~ 1 }Z l VOLUME 5280 FACE 05990 5t?.40 113 a 'Cs� A04` 08' 48' f r eta z R.P.R.D.G.f 37. 0,69' ` - HEIRS �C WM. LUTTRELL SURVE- I � L-7Z18'.TA ` 10' PRIVA71E � ABSTRACT No. 766 I t ,� � ° SANITARY SEWER EASEMENT RADIUSARC 61 r u W m ° N 9 z�'a ' W (BY THIS PLAT 8.32' CHORD S1.2W 25,29` { N 05i0'47' W IV DRAINAGE' _w .I - l H-SR * S OS r *a ay 301.93- 9,22' l0.0.' t GA N PG. 387 I i R937.6'R L�7218" a, r ea ztss .. _ S 14�4199 E 316.11' � } 155.95' le UnUTY rw CC t n., i . 'a>i , K P. M7 56.ST Y' * .0 1 1F I 2tT WATER EASEMENT DELTA + 12'�I�6 05 I (BY THIS PLAT) .L.aOT 2 � � US ARC� 15:88' , 9 XT. .. x 55.I?055.CC1 H ORO 33 S " I 5.822 ACRES OWNER; - t4W4r b DALAS HOUSING LOT - 997.W s CLMKSR!P:�7-?070020 A0216' x 72,15 S 8 'n2" W > SIDEWALK �oEASEMENT216aQ 01OC.T. .ss?5��S41�. t 15)OUf °x' RZ A1.W"sae`2s C7WNER: " SMOUS spRwce CORP.' WILUAM mjuxln SUIRVEY VOLUME 2$54, PAGE 72t ABSTRACT No° 88 - APP So � ABSTRACT o. 806 8= O9' .32' 12' 6-04` OW 48'° 1T 69 SG`QI!" I: L=S4.91' L-60 0* 112 B7'io aos6log, E 00`351' YT 3.43° R2itkl?' N aDi, L�3tl 13 e CS . UA MICA TS SURVEY ABSTRACT No. 885 OWNER, WAuAARr swns INC. LOT t OIRKS F1LE'/I 2001-0013886 R.RR O C.i- area >r >r 0t to a a:HEIRS OF WX LUTTREU SURVEYS sOlt aABSTRACT No. 766 k a•a ie` 0 a tLiA y" RADIUS *� ARC WORD OO l 41.10, _ 150,00` I h=04' IW 44 E I i R=500.00* ' 4-04" as' 48' WgO5 43' 55' L�-37,J A=84' 13° 5O* $ l R»997.5 R=SG1OWNERL-91.1v 62q R=$2.a0' 2W WATER MEADOWS fINANCIAL CORP A t EASEMENT N VOL. 3393. PG. 986 le? 0 GAB. I. P. 80 cq NO 1. The basis of baati,sga for this survey €a the postern rt9ht-of wayy Uns of State Highway No. 190, as Trt the deed rmcorded under CCarlts Fri ¢ Na. 96-D03r20 In the Root Propexty Retards of Dcsriao b dosceabF+t Countg, reason. 2, 3" brow diae sat ore atompod MARSH - FRANKFORD ADDITION and PRIS9 SURVEYS; R.P. LS. No, 4508 S 89' 49' 51' W - 150 28' Z µMM i�Tfm- V-R342 �a-7r86o c4t0 l � c 0/4 AP�'RDX�CATI,: ' S"itl2v.�' � LLM LAt2IM SURVEY ABSTRACT No. 755 —/— hiMAM NUXR SURVEY ABSTRACT No. 847 w HLRAM MILLER SURVEY ABSTRACT No. 847 10-,g1' N 89" 50, Is, E 133.54' EASEMENT �''AC>E �CA1 {� GASa 0, SLIDE 301 1 altrtl:RR: I MARKETPLACE AT FRANKFORT, LTD, CLERK'S FILELOT #�g99-0084038 SURVE'Yt7Rr PR1S'.l SURVEY , INC. l 1361 W. Eva'S5 SLVD.,SVITE 112 15' WASTEWATER WLM 14'XAS 700 V4 E2t+i P. 0697 (817) 544-�8048 Filed fol'Prord it#A Benton Couatli gn; ,Itln 24,2007 at 12 11P As a i ocu ent iludbett: g253 Aalouot 86.00 Receipt hulbet° ?,� t jail¢ Gorr i s THIS FLAT WS AMENDED FOR TH SOLE" PURPOSE REWSINO THE COMMON LOT VNf. NC1M- NCB LOT TO -LOT DRAINAGE WL 1, BE LEGEND SRF S7ra ROD FOUNLt CM t7CiNiRCTLL(NG' AfoutiML7s RPRDCT REAL PROP,h TY' RE•C OA OF DEW,01� COUNTY, 7 PL PROPERZY JNE .SECOND AM N FD PL '. % SH—FRANF60 ADD177ON LOTS 1 & 2 BLOCK A1. ,low SMITH suRvE'Y - ABSTRACT NO 1.2.23 WILLIAM MILLER SURVEY -1 ABSTRACT NO. 883 HEIRS OF WM. LUT7RELL SURVEY , AB `MACT NO. 766 s CITY OF DA .LA.S' DENTON COUNTYTEXAS CITY FLAN FILE N0J S990 - 9 R NA7HAN D. MA(ER CONSULTING ENGINNERS, INC, MARSH ROAD LLG 508U AARK 1,W& SUITE 600 I C/O DAUAS TEXAS 75231 RPS DE OPMEN7- COMPANY, INC (214) 739- 7f1 2 HIGH H�tiEtl ROAD A&X(WNWU& OftEOW 97128 () Tsar AROVOW NOWVOER 1, 2006 - NDUX 400 05-»12-153 ` 1 I £ f OF STATE OF TEXAS (. COUNTY OF DENTON OWNERS CERTIFICATE wn BEING a 9.664 acre tract of land situated in the Heirs of William Luttrell Sury h Smith Survey, Abstract No. 1225 and the William ' er Abstract No. 766, the John Sm t u y, r o. 883 in Official City of Dallas Blocks 8747 8749 and 87 i Survey, Abstract N y , being also that same tract of land cony�e,�1 to`, City of Dallas, Denton County, Texas; g recorded in Volume 5280 at Page 9594-OT Marsh Road LLC as evidenced by the Deedg Real Property Records of Denton County.,Texas;..-and being described more particularly by metes and *bdiilids as follows: BEGINNING at a chiseled "X" set for corner in a concrete sidewalk for the southwest corner of said 9,664 acre tract, said corner also being the intersection of the northern line of Frankford Road with the eastern right of way line of State Highway No. 190 (a variable width right of way) as described in the instrument recorded under Clerk's file No. 96-003120 in said real property records., $o R ') ° n W A THENC al g said northern line the following: i t r South 89 deg. 59 min. 23 sec. West o distance of 150.00 feet o a concrete 9 monument,with.3-inch brass disk stamped MARSH-'FRANKFORD`ADDITION and PRISMSURVEY5 . ' - •�r. set for t6ebeginning point of a curve to the left having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 997.50 feet, a chord distance of 72.15 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the left an arc distance of 72.16 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; THENCE, departing the said intersection and along said eastern right of way line the following: North 17 deg. 48 min. 59 sec. West a distance of 113.47 feet to a 1/2-inch steel rod found for corner, North 30 deg. 08 min. 22 sec. East a distance of 270.62 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 14 deg. 59 min. 10 sec. East a distance of 185.78 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner, from which a found 1/2-inch steel rod bears South 36 deg. 07 min. 45 sec. West a distance of 0.44 feet; North 29 deg. 18 min. 18 sec. East a distance of 384.15 feet to a 1/2-inch steel rod found for the northwest corner of said Marsh Road LLC, tract, said corner also being the southwest corner of that certain tract conveyed to Timberglen Company, PS as evidenced by the deed recorded in Volume 3334 at page 934 of said Real Property Records; THENCE, departing said State Highway No. 190 right-of-way and along the common line with the previously said Timberglen tract, South 89 deg. 24 min. 07 sec. East a distance of 266.27 feet to a 1/2-inch steel rod found for the northeast corner of said 9.664 acre tract and the southeast corner of said Timberglen tract lying in the western right-of-way line of Marsh Lane (a variable width right-of-way, 100 feet wide at this point) as described in the General Warranty Deed recorded in Volume 3075 at Page 0921 of said Real Property Records, and being the beginning point of a curve to the right having a central angle of 14 deg. 56 min. 34 sec., a radius distance of 905.00 feet, a chord distance of 235.36 feet, and a chord bearing of South 07 deg. 32 min. 20 sec. East; THENCE, departing the common line between said Timberglen tract and said Marsh Road LLC tract and along said western right-of-way line the following: Along said curve to the right an arc distance of 236.02 feet to a chiseled X' set for corner in a concrete driveway for the point of tangency, South 00 deg. 04 min. 03 sec. East a distance of 115.50 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 03 deg. 19 min. 41 sec., a radius distance.of 912.50 feet, a chord distance of 52.99 feet, and a chord bearing of South 01 deg. 35 min. 49 sec. West; Along said curve to the right an arc distance of 53.00 feet to a chiseled "X" set in a concrete driveway for corner; South 89 deg. 55 min. 58 sec. West a distance of 27.44 feet to a chiseled "X" set for corner; South 00 deg. 04 min. 03 sec. East a distance of 40.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 89 deg. 55 min. 58 sec. East a distance of 25.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a non -tangent curve to the left having a central angle of 02 deg. 35 min. 27 sec., a radius distance of 997.50 feet, a chord distance of 45.10 feet, and a chord bearing of South Ot deg. 13 min. 41 sec. West; Along said curve to the left an arc distance of 45.10 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency, South 00 deg. 04 min. 03 sec. East a distance of 50.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 290.50 feet, a chord distance of 61.24 feet, and a chord bearing of South 05 deg. 59 min. 00 sec. West; Along said curve to the right an arc distance of 61.36 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of reverse curvature of a curve to the left having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 159.50 feet, a chord distance of 33.63 feet, and a chord bearing of South 05 deg. 59 min. 00 sec. West; Along said curve to the left an arc distance of 33.69 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency, South 00 deg. 04 min. 03 sec. East a distance of 150.32 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 90 deg. 03 min. 26 sec., a radius distance of 62.00 feet, a chord distance of 87.73 feet, and a chord bearing of South 44 deg. 57 min. 40 sec. West, said curve being the transition between said western right-of-way line of Marsh Lane and the northern line of Frankford Road (a variable width roadway), as described in an easement granted to the City of Dallas as evidenced by the instrument recorded under Clerk's File No. 96-R00042160 of said Real Property Records; THENCE along said transitional curve on are distance of 97.45 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency in said northern line of Frankford Road; South 85 deg. 50 min. 41 sec. West a distance of 69.23 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 912.50 feet, a chord distance of 66.00 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the right an arc distance of 66.01 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner, South 89 deg. 59 min. 23 sec. West a distance of 200.91 feet to the POINT OF BEGINNING at the intersection of the said northern line of Frankford Road with the eastern right-of-way line of State Highway No. 190 (a variable width right-of-way) and containing 420.958 square feet, or 9.664 acres of land, more or less. OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: Filed for Record in- Benton County THAT, MARSH ROAD LLC acting by and through its duly authorized agent, Robert Finley does hereby adopt this plat, designating the herein above described property as JfARSH - FRANKFORD ADDITION , an addition to the City of Dallas, Denton County Texas; and do hereby dedicate, in fee simple, to the public use forever any streets, alleys and Roadway management areas shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, 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 places 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 some. All and any public utility shall have the right to remove and keep removed all or parts of any building, fences, trees, shrubs, or other improvements or growths which in any way may endanger or interfere with the construction, maintenance or efficiency of it's respective system on the easements, and all public utilities shall at all times have the full right of ingress and egress to or from the said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or parts of it's 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 that utility) - "Not withstanding the general easement language recited above, the the detention area easement shown on this plat is hereby dedicated to the public use forever, and may not be used in a manner inconsistent with the DETENTION AREA EASEMENT statement recited on this plat, which statement is hereby adopted and accepted." Water main and wastewater easements shall also include additional area 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 from the main to the curb or pavement line, and the description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the CV of D lla Texas. Witness, ,my hand at Newphila-_Ohio, this thQ'ZO day of By. Robert Finley Manager MARSH ROAD LLC � STATE OF.:.,- - I-��- nti QkUaC. COUNTY OF TtlsihWflr() K i to Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Robert Finley, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed. GlnlU[NDER MY HAND AND SEAL OF OFFICE This go day of t�lt511P t V1 1 12I✓ 2006. SURVEYOR'S CERTIFICATE I Michael Dale Linke a Registered Professional Land Surveyor in the 9 Y State of Texas, do hereby .certify that I.have prepared this plat ,. from an actual on the ground survey of the land, ',bii¢ the monuments shown thereon 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 Dallas, Texas. 11t9f FOR NATHAN D. .1 . . , rmcnoei vale Lnke - n Registered Professional STATE OF TEXAS COUNTY OF DALLAS ENGINEERS, INC. �I� t ooec.,,,a,33a a.ea a Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Michael Dale Linke, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed. �i5f GIV N UNDER IMY jiAND AND SEAL OF OFFICE This day of e 0n- Jan 24r2007 nt 12e11P Zvtcommlssion Public in and o�Ilas County, Texas / /'1 )ESSICA SCHMIDT As a Expires:_+ lJ e"-i NOTAavvuauC STALE OF TEAS Plat ;..xa d en nix{eslmmu Document dumber: 9253 Amount E6.00 Receipt Humber - 354449 891 Jnne norris DETENTION AREA EASEMENT THE PROPOSED DETENTION AREA(S) ALONG BLOCK A/8747 WITHIN THE LIMITS OF THIS ADDITION, WILL REMAIN AS DETENTION AREAS TO THE LINE AND GRADE SHOWN ON THE PLANS AT ALL TIMES AND WILL BE MAINTAINED BY THE INDIVIDUAL OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DETENTION AREAS IN BLOCK A/8747. THE CITY OF DALLAS WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID DETENTION AREAS OR FOR ANY DAMAGE OR INJURY TO PRIVATE PROPERTY OR PERSON THAT RESULTS FROM THE FLOW OF WATER ALONG, INTO OR OUT OF SAID DETENTION AREAS, OR FOR THE CONTROL OF EROSION. NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY FILLING OR BY CONSTRUCTION OF ANY TYPE OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OR ANY OTHER STRUCTURE WITHIN THE DESIGNATED DETENTION AREAS, AS HEREINAFTER DEFINED IN BLOCK A/8747, UNLESS APPROVED BY THE CHIEF ENGINEER OF DEVELOPMENT SERVICES. PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY OF DALLAS TO ERECT ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY THE STREETS AND ALLEYS IN OR ADJACENT TO THE SUBDIVISIONS, THEN IN SUCH EVENT, THE CITY OF DALLAS SHALL HAVE THE RIGHT TO ENTER UPON THE DETENTION AREAS AT ANY POINT, OR POINTS TO ERECT, CONSTRUCT AND MAINTAIN ANY DRAINAGE FACILITY DEEMED NECESSARY FOR DRAINAGE PURPOSES. EACH PROPERTY OWNER SHALL KEEP CLEAN AND FREE OF DEBRIS, SILT AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS AND THE CITY OF DALLAS SHALL HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY OCCUR. THE DETENTION AREA IN BLOCK A/8747, AS IN THE CASE OF ALL DETENTION AREAS, IS SUBJECT TO STORM WATER OVERFLOW TO AN EXTENT WHICH CANNOT BE CLEARLY DEFINED. THE CITY OF DALLAS SHALL NOT BE HELD LIABLE FOR ANY DAMAGE OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES WITHIN THE DETENTION AREAS OR THE SUBDIVISION STORM DRAINAGE SYSTEM. THE DETENTION AREAS SERVING THE PLAT ARE SHOWN BY THE DETENTION AREA EASEMENT LINE AS SHOWN ON THE PLAT. -� a_eo�)a}�+� ELAN08 HERIER jlal Commission # 1646913 Notary Public -California No abtc in and for _Countyja(Ifd v�tClMartnCounty fMar i'� ��ty1 MYCOmm.Expires Feb 21,2010- My Commission Expires: n < i r ( l SURVEYOR: PRISM SURVEYS, INC. 1361 W. EULE'SS ELVD.,SWE 112 EULEW,, 7DMS 76040 (617) 540-6046 THIS PLAT IS AMENDED FOR WE SOLE PURPOSE OF REVISING THE COMMON LOT LINE SECOND AMENDED PLAT MARSH-FRANKFORD ADDITION LOTS 9 & 2 BLOCK A18747 JOHN SMITH SURVEY - ABSTRACT NO. 1225 WILLIAM MILLER SURVEY - ABSTRACT NO. 883 HEIRS OF WM. LUT7RELL SURVEY N ABSTRACT NO. 766 CITY OF DALLAS DENTON COUNTY, TEXAS CITY PLAN FILE NO. S990-202R ENGINEER: NATHAN D. MAIER CONSULTING £NGINNERS, INC. 8060 PARK LAN& ST111E 600 DALLAS TEXAS 75231 (214) 739-4741 OWNER: MARSH ROAD LLC C/O RPS DEVELOPMENT COMPANY, INC. 2655 HIGH HE4MV ROAD MNLINNOLIZ ORE00N 97128 (503) 435-4907 I Ti I A c a a w FA I AMENDLD NOWWRER 1, 2006 - NOMCE ✓OIS 06-12-153 SHEET 2 OF 2 x C m r M 7 LOCATION LOCATION MAP / NOT TO SCALE Scale 1' = 60' 120 WILLIAM MILLER SURVEY ABSTRACT No. 883 CV 1 G =34d22'39" R-20.00' L=12.00' CV 2 A=49dl8'53" R=150.00' L=129.11 CV 3 A=32dl7'8" R=114.38' L=64.45' BEGINNING 4 �1 � 7�rou�io Filed for Record in. Denton CDunto Co Aug 3i12005 at 03110P 40 As u SH 190J'I Plat ROW LINE zI Z�\ OWNER: Documont I{unbLP, 108227 154,67' I, \ END ASSOCIATES LTD. \ Amount °6.OU 4 \\ CAB. F, PG. 133 Receipt HOuy bar - 223878 A-o7•zfi'36' L=f7Z56' t � �\\ \ $j�g <f Jan? Mo Pfs MARSH ROAD LLC OWNER: 71MBERGLEN COMPANY, PS VOLUME 3334, PAGE 934 --- R.P.RD.- - I a May 1°O / 15' SANITARY SEWER EASEMENT / / per Cllr of Oofloe WpIon 4n0-1962 Pg. 1455A (unoln to 14cate Vol. & P9•) / 21• / r� 1 y 5 S / �1 Y.�, ROAD 0OLUE OW8 EASEMENT .s °V PAGE 0620 /dye �� JOHN SMITH SURVEY ^y 3 AC' ABSTRACT No. 1225 / y APPROXIMATE / 6 SURVEY LINE JOHN SMITH_ SURVEY ABSTRACT No. t225_ -� HEIRS OF WX LUTTTRELL SURVEY ABSTRACT No �- K s / 5'Sr a 255-24• �: LOT 1 6;0 EGA 170,941.9299 SQ.FT. �y°� $� 3.9243 ACRES RIVATE SANITARY VER EASEMENT Y THIS PLAT) OWNER: vT 1�P I VOLUME 5280, PAGE 0599� N 89.54'44" W / �� p� h I' S' jo I r` N R.P.R.D.C.T. I 35' ACCESS EASE EN PROWDING ACCESg F Z iS7.i6' CVO.,, `-'7J' 277..4�4�� ') A tyJ_149.70' LOTS 1& 2 N 89'54'44' W - = f5.40' - - 215.56' S2.0.00' - N 9'24 W =y Gi, O p0 \69 1 N 62Yr40' E 29.32' ti--1-1 ---- - -1---- 274.51 -17 -3 - - - - - -• O . I A3�8�30• DETENTION AREA `12.50' _t(r t�� z' F ( EASEMENT J� I 125' DRAINAGE EASEMENT �$ (BY THIS PUTT) (BY THIS PLAT) N 89'55'58" E ^ 1ti� // 1 p N 00*35,52, E a) I.. 25.00'seawts OWNER: gs�srr -� MARSH ROAD LLC VOLUME 5280, PAGE 05M a= Q4-/Ab I / ' 2II� R.P.R.D.C.T. 46. 8' OQ;S ?„7' HEIRS OF Wi UTTRELL SURVEY a; 46"3y 10' PRIVATE ABSTRACT No. 766 N 5"1'38* W N 89'24'Or W SANITARY I SEWER EASEMENT 32' (BY THIS PLAT) ( IiF9.22- 50.00' d� / fo r\O' - 25.29' I _„_ �...---N ....-. 1_ O 10.00'" W ry f ` 3,61.93' = '-f,- ---' '_'- $ P5R E EAST 755.9V Im N gy4973' 316', _ rV S 1 65.61' E �a 65.61' � I SET 755.97 ._I pw sT ya Oft`V EAST O+ 56.9a' M =p �� r 20' WATER EASEMENT LOT 2 (8Y THIS PLAT) P s 9 1A-- I sax 250,014.0649 SQ.FT. N 5.7395 ACRES OWNER. SERIOUS SERWCE CORP.' WILLIAM MILLER SURVEY VOLUME 2554, PAGE 72ti ABSTRACT No. 863_ _ R.PAD.C.T. APPROMMATE�OSRUA MOCANTS SURVEY SURVEY LINE ABSTRACT No. 865 A-09' 32' 12' A-04' 08' 48" N 89'56'09' E R-390.Do' R-91250' L-64.9f' L-60.01' 11287 ss.ar N 00'0431' W A-10' 30' 04' N 001! R-38. 1-38.49' 13. JOSHUA McCANTS SURVEY ABSTRACT No. 885 OWNER: WALMART STORES, INC. LOT 1 CLERKS FILE# 2001-0013M R.P.RD.CL II 6{ CRS =I I pq O C K, � O y Ai DELTA = 04'08'42" RADIUS - 997.50' ARC - 72,16' CHORD = 72,15' CH BRG - S 87'55'02" CoA �R.F I o. 042160 I R.O.C.T. I S 85'S0'41' W ;r saws S.C.T. .tic .LT q9a SET I LY50 sr ass W$Tc _ 69.23' S 89'S5 '.LTA = V4V912.54L I HEIRS OF WM. T No. 7 SURVEYS xusARC = 66.01' ABSTRACT No. 786 ARC = $6,01' ORD = 66.00' JOSHUA MCCANTS SURVEY BRG - S 87'55'02" W ABSTRACT No. 885 (VARIABLE' WIDTH ROADWAY) A-o1' 27' it' -a-snn m• 47.t3 I 1 ORD R0. E I I A-04 08 48 { 1 L=7219' 1-20' WATER 40 0 1 1 EASEMENT CAB. T, A 80 44" I\ \ vo' SAN. SEWER ESMT. b \ 5rA \\ 1\ CAB. F PC. 133 ET 2SMORAINAGE �• S 89' 49' Oe E - 488.52' CAB. N PG. 387 lSTgEE?'EASEMENT) 49' 04' E •� 447.'I --- 0 { / "DELTA m 14'S6 34 - 1 I CH BRG� S\7'32'20' EWASTEWATER f3' t3' 176 .0' ��„-' F33.9e'CAB. N PO 387 -�33.94'I WILLIAM LARKIN SURVEY ' ABSTRACT a No. 755 00 t0 x I 20' DRAINAGE a 0 I CABIN PG. 387 OWNER: O W USING AUTHORITY , DALLAS HOLOT 1 DO 3 I DO CLERKS FILE 0 97-0070020 R.P.R.O.0 .T. EON AREA ESMT.� I AREA I CAB. N PC. 3S7'-{ ' 1 DELTA - 0 19'41" I 1 RADIUS a 97P.50' z ARC = S`1 CHORD = 52{99' CH BRG = S P73549" W 1 5 O'04'03" E 1 15' WATER 40 , I ESM'r .('CAB. N PC. 3S7 CUTIFICATE OF APPROVAL, It Bnj e w+! & Chwrn" of the CityPlan Conumissim ofthe Cky of Dallas. Stat<P of iAvd C I" L.. t^s t se s r t �,t a .• .• ,. t r vw I Attest: . Yoland emandea Secretary -ass StT i T` r --uet-ftrf-trC-oDG7 ARC = 45.10' •-�- CHORD = 45.10' CH BRG = S 01'1341" W S 104'3" E 50.00'0i i 1,0 AA-01 � 46'R-99 DELTA = 12.06'05" a V e • • SyG RADIUS = 290.50' + ARC - 61.36' 15' DRAINAGE I- CHORD = 61.24' CH BRG = S 05'59'00" W E T.N pG. 387 1 I A-04' OV 46' �'+,' j'•'• ,,.;•.'(rT� -------`10'URUTY ESMT CAB, N, P. 387 (31 DELTA = 15" RADIUS = 759,5059.50' ARC = 33,69' CHORD - 33.63' } i.00' 55.00' t CH BRG = S 05'59'00" W (1 t' l N ' D � f ff ,� �� o n Jw �/ rV j�' lW./ F�C 6t ;z p GAINER: RG 1//k .>f ay> U1 A. $ DALLAS HOUSING AUTHORITY LOT 2 w0 vs o F �e CLERK'SR.. RC. �70020 APPROXIMATE SURVEY LINE DELTA = 90'03'26' RADIUS = 62.00' WILLIAM LARM SURVEY ABSTRACT No. 755 ARC = 97.45' CHORD - 87.73' HIRAM MILLER SURVEY ABSTRACT No. 847 ;H BRG = s 44.57'40" HIRAM MILLER SURVEY iL ABSTRACT No. 847 • �BA,Bt' N 8 ' S0' 18' E 133.5 ' { e°o G� 6 30' orsuNAGE 55' L-37.34' 451 ' S0" I 'y4Q, Q STJDE 30t OWNER: L-9t./5' T' - - - - - 1 " MEADOWS FINANCIAL CORP. Y 4 VOL 3393, PG. 986 o U MR.O.C.T. { { OWNER, 4' at j MARKETPLACE AT FRANKFORT, LTD. LOT 7 { CLERK'S FlLE d09-0084038 SURVEYOR { R..P.R.D.OL PRISM SURVEYS, INC. No7Es. ro { 1. The boala at bear Inge for thte survey Is the eastern rLghtrol-way floe o1 State Nl ghway No. 190, as SA 7j 15:;�WAS7EWATER owe, T361 W. EULES6 BLN7..Sp1E 112 EULES$ 7EXAS 76040 do crlbed In the deed recorded under Clerk's File No. 86-OO.T120 In the Real Propertty Records of Denton S+ N 1 V, 2982„PT,0697 (B17) 340_B0.fB County, Texas. { 02 2. 3' brass dive set are stamped MARSH - FPAWORD ADDITION and PRISM SVRVEYS. R.P. L.S. No. 4508 THIS PLAT IS AMENDED FOR THE SOLE PURPOSE OF REVISING THE LOCATION OF THE MOST SOUTHERLY EASY WEST WATER AWN EASEMENT. NOTE: NO LOT -TO -LOT DRAINAGE WILL SE ALLOWED. LEGEND SRF STEEL ROO FOUND CM CONTROLLING MONUMENTS RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS - PL PROPERTY LINE s MARSH-FRANKFORD ADDITION LOTS I & 2 BLOCK A18747 JOHN SMITH SURVEY - ABSTRACT NO. 1225 MLLIAM MILLER SURVEY - ABSTRACT NO. 883 HEIRS OF WM. LUTTRELL SURVEY - ABSTRACT NO. 766 CITY OF DALLAS DENTON COUNTY, TEXAS CITY PLAN FILE NO. S990-202R ENGINEER: 06tN£R: NATHAN 0. MAIER CONSULTING ENGINNERS INC. MARSH ROAD LLC 8080 PARK LAN& SUITE 600 0/0 DALLAS TEXAS 75231 RPS DEVELOPMENT COMPANY, INC (214) 739-4741 2653 HIGH HEAVEN ROAD MWINNl1" OREGOV 97120 (503) 435-4907 AMENDED XLY, 200 - NOMM JOB 06-12-15.7 SHEE T I OF 2 I HARBOR VILLAGE AT PROVIDENCE PHASE 1 CABINET W, SLIDE 390 R.P.R.D.C.T. R=542.50' L=218.60' Cb=S67'03'14"E %'!940 A-7'S6 56 5/8"IRS` 3 R=2249.87' L=312.14' Cb=N07*11'12"E _o_...__._._._..__..... 113EGINNINGI Ch=311.89' 4 ro �rn 5 / ISLAND VILLAGE AT PROVIDENCE CABINET W, SLIDE 394 6 R.P.R.D.C.T. 7 © LOT 1 b) lc� DRAINAGE EASEMENT 8 5/8"IRS 9 ,<V• \ C� M N/cN 10 5/8"IRS I N0710'45"E 11 59.35' l I 5/8"IRS 1 1 I 12 N00'25'00"W l 61.85' 5/8"IRS \ \ suf,, 5/a"FRS gj 505j"E 66 0 5/8"IRS � LOT to 20' D.E. & U.E.--.j 6 0.972 AC. i I 30' UTRWD ESMT. N� S83.41'12"E 10x16' I 10' R.O. DEDICATIO 283.01' O.E. I ('— TO ST E OF TEXA; COW I I LOT 2A 18WI1 M 1.026 AC. I IFN I ' iF- W i © I ISO I Co i rNO I A 179. �/ C 10'x16' U.E.-"7 �I N90'00'00"E 131.67' m I LOT 4A LOT 3A 0.623 AC. 3 0.637 AC. LO c0 O I N o I II z I �i 1O'x1O' D.E. S89'35'00"W 174.90' — — — — — — —llk�-------------- I �o' uml & _ 324.25' 20' D.E. & U.E. _ ACCESS GSMT. " S89'35'00"W 334.25' DENNIS STALLINGS C.C. FILE NO. 94—ROO42718 R.P.R.D.C.T. 5/8"IRS I 5/8"IRS ( H O_ O Z 0 60 0 30 60 120 1 inch = 60 feet R22oz$� R003bR �,a��9cs7'R7��2� 1.wa for eons. R�bSIEo �� .� 7RTaL� t.6(o8 pr R2691II . TR7t40) I. (0 6CC'w;5 R2 0809 rR 7HCT) I. to 5,1-�lrc" R=1959.87' L=304.95' Cb=S05'42'08"W &01) 5 0yi (W /t LEGEND U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.S. SANITARY SEWER EASEMENT B.L. BUILDING SETBACK LINE L.E. LANDSCAPE EASEMENT 5/8"IRS 5/8-INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4087" SET 1/2"IRF 1/2-INCH IRON ROD FOUND R.O.W. RIGHT-OF-WAY A.E. ACCESS EASEMENT 50'R 50-FOOT RADIUS UTRWD UPPER TRINITY REGIONAL WATER DISTRICT O8 DESIGNATES SUBDIVISION BLOCK C* w wlI DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9 CONTACT: CLAY E. CRAWFORD 4265 SAN FEL IPE, STE. 1100 HOUSTON, TEXAS 77027 ENGINEER & SURVEYOR: PHONE (713) 968-9855 OWNER: VALERIAN PROPERTIES ASSOCIATES, L.P. GENERAL PARTNER: FIRST REGENCY ENTERPRISES, INC., LIMITED PARTNER: ASTER PROPERTIES, INC. LIMITED PARTNER: MEADOWBROOK INVESTMENTS, INC. CONTACT: DONALD B. HUFFINES, VICE PRESIDENT OF BINARY INVESTMENTS INC. V CV d� ;I U.S. HWY 3801 VICINITY MAP N.T.S. NOTES: ru 1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9 2. UTILITY PROVIDERS: (1) ELECTRIC & GAS SERVICE: COSERV 7701 SOUTH STEMMONS CORINTH, TEXAS 75065 PHONE: 1-800-274-4014 (2) TELEPHONE SERVICE: AT&T 2301 RIDGEVIEW DRIVE PLANO, TEXAS 75025 PHONE: (972) 569-3084 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 4. PROPOSED SITE IS NOT WITHIN THE EXTRA TERRITORIAL JURISDICTION OF ANY MUNICIPALITY. 5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9. APPROVAL OF THIS PLAT DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES BY DENTON COUNTY. 6. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT—OF—WAY EXCEPT AS SHOWN. 7. ALL UTILITY EASEMENTS AND RIGHTS —OF —WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 9 UNLESS OTHERWISE NOTED. 8. THE SUBJECT PROPERTY IS DEPICTED IN ZONE "X", DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP NO.48121CO405 E, DATED APRIL 2, 1997. NO PORTION OF THE SUBJECT PROPERTY IS DEPICTED WITHIN THE 100 YEAR FLOODPLAIN. FINAL PLAT ISLAND VILLAGE II AT PROVIDENCE PHASE 5 DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 9 3.358 ACRES — 4 LOTS SITUATED IN THE JAMES BRIDGES SURVEY, ABSTRACT NO. 36 DENTON COUNTY, TEXAS paPetitt and Associates, Inc. ENGINEERING & SURVEYING VALERIANS AUTHORIZED AGENT 300 MUNICIPAL DRIVE Tel. No. (214) 221-9955 I 8222 DOUGLAS AVE., SUITE 660 Richardson, Texas 75080 Fax No. (214) 340-3550 DALLAS, TEXAS 75225 PHONE (214) 526-3000 DATE: NOVEMBER 29, 2005 SCALE: 1"= 60' JOB NO. 02042-05 n ¢ n m o � G P P O H W SHEET 1 OF 2 Ln o' 0 C11 0 R-1 LOCATION \ LOCATION MAP / NOT TO SCALE CV 1 CV 2 CV 3 SH 190 ROW LINE c3 154.67' to N 0 60 120 co I z A-o7.26' 38' . R-905.. SCDl6 1" = 60' OWNER: TIMBERGLEN COMPANY, PS a ai VOLUME 3334, PAGE 934 m in ------ R.P.RA.--_--__ �C �O1qq1 I " E26 ?. C ter r4'oua'm T 15' SANITARY SEWER EASEMENT a W / par Cl ty of Dallas plan 4no-1962, Pg. 145A a/ (unable to locate vol. & pg.) pg� DO RVOLDUME 0068 EASEMENT TA // �/..Qy �OC PAGE 0620 jI x / �S�r $ JOHN SMITH SURVEY PROXIMATE ABSTRACT No. 1225 / SURVEY LINE I / O WILLIAM MILLER SURVEY �/ JOHN SMITH SURVEY ABSTRACT No. 1225 /• HEB2S OF WM. LUTTTRELL SURVEY ABSTRACT No. 7�,8s, ABSTRACT No. 883 / ^� N B 5,7 E OWNER: END ASSOCIATES LTD. LOT t CAB. F. PG. 133 � , `� GAN. SEWER ESMT. 1z FOUND aj ` CAB. F PG. 133 ` 50 00 ,t , S 89' 49 _04" E - 488.52' /N I � - - - LOT 1 255-24'-6.96'- 3' MA6S S 610000 " E �, I I 170, 941. 9299 SQ.FT. ' I j $� 3.9243 ACRES id' PRIVATE SANITARY SEWER EASEMENT A=34d22'39" 1/1• r lovus (BY THIS PLAT) OWNER; Q I psc m R=20.00' Itao RUMD sCr LAND SOUTHWEST, INC. L=12.00' S� CLERK'S FILE 196-00865L ( N 89'54'44" W R.P.R.O.C.T II 167.16' CV ^ Ito I �A C`I 2-'- �89'35'S$"-Y✓-\ A=49d18'S3" 0 35' ACCESS EASE EN / 27.44' R=150.00' s �^/ QO In I '�I PROVIDING ACCES FO OTS 1 & 2 N 89'54'44" W �. L=129.11 tq' ��pJ.V t290' 465.35_ �_ __C'-149.70' auaeA56 ti 2t5.56' 52.6 ' 210.86' 20.00' A =32d1 T8" �' ,� ._� iS'40' N 621749" E N 89'24 W R=114.38' O O (M 9 S 29.32' -�- - -y L=64.45' 1� I -"I'---- --" 274.51, j----�iv,t�-r O� ( e I DETENTION AREA L12.50 y EASEMENT JJJ��� 25' DRAINAGE EASEMENT I (BY THIS PLAT) // \ I (BY THIS PLAT) N 895558" E Q` ^% o� 47' "' yo• Ei 1 I 25,00' r estitis� LAND SOUTHWEST, INC. psC 5tT CLERK'S FILE 196-0088539 R.P.R.O.C.T. 46.69' iy0�4�s6.3' HEIRS OF WAf. (UTTRELL SURVEY I I ABSTRACT No. 766 N 5��5 ' W �• N 9942'97' W 8.32' / A -I "N 0570'47` W 30t.93' -{� 9.22' 10.00, ( N 84'49'13" E f 4r S 14'4149" E 316'1Y 10' PRIV TE SANITARY SEWER EASEMENT w ralAssr. (BY THIS PLAT) tjZ y ICI asc SET ____ LOT 2 _ I2-TZ89 2502014.0649 SQ.FT. 20 (BY THIS PLA) "T 5.7395 ACRES F AeoR)_ e DELTA = 04'08'42" RADAIRRC = 7216' ar ' CHORD = 72.15' er On nil kEOA[YE L�EASEMEN a� CH BRG - S 87'55'02" W S�DEWAtlC K'S FlLF Mtn BEGINNING LMXM"I Q 6-D4216DS` R �` �rertAn ' �R.f�.R;D.C.T IELj �-„- S 85'50'41" Wry r a eRARsn)c aoxo'ov" w 1Ln nn' asc�srr OWNER: o SERIOUS SERNCE CORP O HEIRS OF WM. LUTTRELL SURVEYS WILLIAM MILLER SURVEY VOLUME 2554, PAGE 721h DELTA = 91'2.5 , RADIUS = 912.50' ABSTRACT No. 883 _ R.P.R.D.C.T _ 66.0ABSTRACT No. 766 = CL- APPRoxI)dATE�O5HUA MOCANTS SURVEY crlAoRRCD - ss.o0' o' JOSHUA MOCANTS SURVEY SURVEY LINE ABSTRACT No. 885 " CH BRG = S 87'55'02" W ABSTRACT No. 885 A-09' 32' 12" A-04' 08' 48' A-01' 27' 11' /_ R-390.00' R-9I2.50' AD {VARIABLE WIDTH ROADWAY) R-soo.00' N 8956'09' E / L-64.91' L-60.01' _ ( u so•ssne- c r L-12.68' N 00'03'51` W 04' N JOSHUA McCANTS SURVEY ABSTRACT No. 885 OWNER: WALMART STORES, INC. LOT 1 CLERKS FILET 2001-0013M R.P.R.O.C.T IC nAIN1F vnv E I I R 997.50' 48" I I L-72.19' 20' WATER EASEMENT CAB. T P. 80 44" N PG. M 65.00' 5: W P� T C far y � x d x h 4 \-S ty 49' 04" E _44731_ / �DELYA - 14'5634" / RADN$k= 905.00' CH 8RG w 5 07'32'20" E PG 387 1s' WASTEWATER A 13' 20' 13' T. ��._ESM R�1005.00' CAB. N PC. 387 L-R33.94' WILLIAM LARKIN SURVEY ABSTRACT No. 755 20' DRAINAGE ESMT. I CAB. N PG 387 OWNER. DALLAS HOUSING AUTHORITY LOCLERKS FILE 197-0070020 r-DETENnDN %� -i R.P.R.D.C.T. I AREA ESMT.J I I CAB, N PG. 387 -'-) 1 DELTA = 0 19'41" I RADIUS - 919.50' ARC = 53100' CHORD = 52199' CH ERG = S PI'35'49" W I S O'04'03" E 115' WATER 40.00' I ESL17. .(CAB. N PC. 387 T- -Li-M+A-,K-a'35'27" .1l) CHORD AKG = 44D5.10' CH BRG = S 01*1341" W S` BLOCK A/ 4 I t_ y®04. 50. 46. I I R-9978 I L=72.18' DELTA = 12'O6'05" RADIUS = 290.50' 17 ARC - 61.36' CHORD = 61.24' CH 8RG = S 05'59'00" W A-04' O6' 46" I� R-997.50' 1 L-72A8' _ 1 f- lo' Unun ESMT CAB, N. P. 387 DELTA = 12'06'05" RADIUS = 159.50' al ARC = 33.69' CHORD - 33.63' t CH BRG = S 05'59'00" W 3 OWNER: DALLAS HOUSING AUTHORITY LOT 2 CLERK'S FlLE j97-0070020 R..P.R.O.C.T. Filed for Record in: Denton countg On' Aug 17,2004 at 0420P As a Plat Document Number- 109903 Amount 86.00 Receict dumber - 132452 B91 Erin NcCorkle hni� Sat/(.ao / �ISgyy7AO863A /V/��Eti R rsRY�� 4e7'16A ,CfTT->-,CAI! TR1Ai �16,q4k3 -rAln) I,IB����� S0,0(noIq c Wq s 89. 49' 51` W - 150.28' 6 APPROXIMATE SURVEY LINE DELTA - 90'03'26' RADIUS = 62.00' WMIJAM LARKIN SURVEY ABSTRACT No. 755 ARC = 97.45' CHORD - 87.73' HIRAM MILLER SURVEY ABSTRACT No. 847 :H BRG = S 4457'40" HIRAM MILLER SURVEY i ABSTRACT No. 847 L-84,61 N 89' S0' 18' E f33.54' 2 G>" (y 30' DRAINAGE - - 55' L-3734' R�84 ' S0' I .(�'�y° _ AB 0,,NSLIDE 301 OWNER: 1r91.15' _----V-4.Qa_ ----- MEADOWS FINANCIAL CORP. % '� " VOL 3393, PG, 986 R U D.R.O.C.T. j 1 OWNER: ~' t MARKETPLACE AT FRANKFORT, LTD. T o LOT 7 CLERK'S FILE q99-008403E SURVEYOR: NOTES: I 1 R-P.R.O.C.T PRISM SURVEYS, INC. 1351 W. EULESS ava'sWTE If2 1. The bash of bearings for this survey is the eastern Nyht-of-way Jlne of State Hl gAway No. f90, os '� $, 15' WASTEWATER EULESS$ TEXAS 76040 desari Ded in the deed recorded under Clerk s File No. 96-003120 fn the Reol Property Records of Danton 1 EASEMENT 296T P (BIT) 540-8046 County. Ts"s. 1 D887 2. 3' broad disc set are starped MARSH - FRANKFORD ADDITION and PRISM SURVEYS, R.P. L.S. No. 4508 NOTE.• NO LOT -TO -LOT DRAINAGE WILL BE ALLOWED. LEGEND SRF STEEL ROD FOUND CM CONTROLLING MONUMENTS RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PL PROPERTY LINE FINAL PLAT MARSH-FRANKFORD ADDITION LOTS 1 & 2 BLOCK A18747 JOHN SMITH SURVEY N ABSTRACT NO. 1225 W/LLIAM MILLER SURVEY N ABSTRACT NO. 883 HEIRS OF WM. LUTTRELL SURVEY - ABSTRACT NO. 766 CITY OF DALLAS DENTON COUNTY, TEXAS CITY PLAN FILE NO. S990-202R ENGINEER: OWNER' NATHAN A MAIER CONSULTING £NGINNERS, INC. LAND SOUTHWEST, INC. 8080 PARK LANE SUITE MO C/o DALLAS TEXAS 75231 RPS DEVELOPMENT COMPANY, INC (214) 739-4741 2653 HIGH HEAWPN ROAD McARANMLLE; OREGON 9712E (503) 435-4907 "ULY, 2004 - NONCE " 196-12-153 SHEE T I OF 2 = C 41 . i N z m M kl 41 �= C N Z m m M O D STATE OF TEXAS COUNTY OF DENTON OWNERS CERTIFICATE BEING a 9.664 acre tract of land situated in the Heirs of William Luttrell Survey, Abstract No. 766, the John Smith Survey, Abstract No. 1225, and the William Miller Survey, Abstract No. 883, in Official City of Dallas Blocks 8747, 8749, and 8751, in the City of Dallas, Denton County, Texas; being also that some tract of land conveyed to Land Southwest, Inc. as evidenced by the Special Warranty Deed recorded under Clerk's File No. 96-0086539 of the Real Property Records of Denton County, Texas; and being described more particularly by metes and bounds as follows: BEGINNING at a 3-inch brass disc stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the southwest corner of said 9.664 acre tract, said corner also being the intersection of the northern line of Frankford Road with the eastern right of way line of State Highway No. 190 (a variable width right of way) as described in the instrument recorded under Clerk's the No. 96-003120 in said real property records; THENCE, departing the said intersection and along said eastern right of way line the following: North 17 deg. 48 min. 59 sec. West a distance of 113.47 feet to a 1/2-inch steel rod found for corner; North 30 deg. 08 min. 22 sec. East a distance of 270.62 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 14 deg. 59 min. 10 sec. East a distance of 185.78 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner, from which a found 1/2-inch steel rod bears South 36 deg. 07 min. 45 sec. West a distance of 0,44 feet; North 29 deg. 18 min. 18 sec. East a distance of 384.15 feet to a 1/2-inch steel rod found for the northwest corner of said Land Southwest tract, said corner also being the southwest corner of that certain tract conveyed to Timberglen Company, PS as evidenced by the deed recorded in Volume 3334 at page 934 of said Real Property Records; THENCE, departing said State Highway No. 190 right-ot-way and along the common line with the previously said Timberglen tract, South 89 deg. 24 min. 07 sec. East a distance of 266.27 feet to a 1/2-inch steel rod found for the northeast corner of said 9.664 acre tract and the southeast corner of said Timberglen tract lying in the western right-ot-way line of Marsh Lane (a variable width right-of-way, 100 feet wide at this point) as described in the General Warranty Deed recorded in Volume 3075 at Page 0921 of said Real Property Records, and being the beginning point of a curve to the right having a central angle of 14 deg. 56 min. 34 sec., a radius distance of 905.00 feet, a chord distance of 235.36 feet, and a chord bearing of South 07 deg. 32 min. 20 sec. East; THENCE, departing the common line between said Timberglen tract and said Southwest Land tract and along said western right-of-way line the following: Along said curve to the right on arc distance of 236.02 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency; South 00 deg. 04 min. 03 sec. East a distance of 115.50 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 03 deg. 19 min 41 sec., a radius distance of 912.50 feet, a chord distance of 52.99 feet, and a chord bearing of South 01 deg. 35 min. 49 sec. West; Along said curve to the right an arc distance of 53.00 feet to a 3-inch brass disc stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS the end of said curve; South 89 deg. 55 min. 58 sec. West a distance of 27.44 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; South 00 deg. 04 min. 03 sec. East a distance of 40.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; North 89 deg. 55 min. 58 sec. East a distance of 25.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a non -tangent curve to the left having a central angle of 02 deg. 35 min. 27 sec., a radius distance of 997.50 feet, a chord distance of 45.10 feet, and a chord bearing of South 01 deg. 13 min. 41 sec. West; Along said curve to the left on are distance of 45.10 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency; South 00 deg. 04 min. 03 sec. East a distance of 50.00 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 290.50 feet, a chord distance of 61.24 feet, and a chord bearingof South 05 deg. 5 min. 9 9 00 sec. West; Along said curve to the right an arc distance of 61.36 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of reverse curvature of a curve to the left having a central angle of 12 deg. 06 min. 05 sec., a radius distance of 159.50 feet, a chord distance of 33.63 feet, and a chord bearing of South 05 deg. 59 min. 00 sec. West; Along said curve to the left an arc distance of 33.69 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency; South 00 deg. 04 min. 03 sec. East a distance of 150.32 feet to a concrete monument with 3-inch brass disk stomped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 90 deg. 03 min. 26 sec., a radius distance of 62.00 feet, a chord distance of 87.73 feet, and a chord bearing of South 44 deg. 57 min. 40 sec. West, said curve being the transition between said western right-of-way line of Marsh Lane and the northern tine of Frankford Road (a variable width roadway), as described in an easement granted to the City of Dallas as evidenced by the instrument recorded under Clerk's File No. 96-R00042160 of said Real Property Records; THENCE along said transitional curve an are distance of 97.45 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the point of tangency in said northern line of Frankford Road; THENCE along said northern line the following: South 89 deg. 59 min. 23 sec. West a distance of 150.00 feet to a concrete monument with 3-inch brass disk stomped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the left having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 997.50 feet, a chord distance of 72.15 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the left an arc distance of 72.16 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; South 85 deg. 50 min. 41 sec. West a distance of 69.23 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for the beginning point of a curve to the right having a central angle of 04 deg. 08 min. 42 sec., a radius distance of 912.50 feet, a chord distance of 66.00 feet, and a chord bearing of South 87 deg. 55 min. 02 sec. West; Along said curve to the right an are distance of 66.01 feet to a concrete monument with 3-inch brass disk stamped MARSH - FRANKFORD ADDITION and PRISM SURVEYS set for corner; South 89 deg. 59 min. 23 sec. West a distance of 200.91 feet to the POINT OF BEGINNING at the intersection of the said northern line of Frankford Road with the eastern right-of-way line of State Highway No. 190 (a variable width right-of-way) and containing 420,958 square feet, or 9.664 acres of land, more or less. OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: Filed for Record in: Denton County On: Aug 17r2004 at 04:20P THAT, LAND SOUTHWEST, INC. acting by and through its duly Asa authorized agent, Robert Finley does hereby adopt this plat, Plat designating the herein above described property as Document Nunber: MARSH - FRANKFORD ADDITION , an addition to the City of Dallas, Denton County Texas; and do hereby dedicate, in fee simple, to the Amount public use forever any streets, alleys and Floodway management areas shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and oil 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 places 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 some. All and any public utility shall have the right to remove and keep removed oil or parts of any building, fences, trees, shrubs, or other improvements or growths which in any way may endanger or interfere with the construction, maintenance or efficiency of it's respective system on the easements, and all public utilities shall at all times have the full right of ingress and egress to or from the said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or parts of it's 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 that utility). "Not withstanding the general easement language recited above, the the detention area easement shown on this plat is hereby dedicated to the public use forever, and may not be used in a manner inconsistent with the DETENTION AREA EASEMENT statement recited on this plat, which statement is hereby adopted and accepted. Water main and wastewater easements shall also include additional area 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 from the main to the curb or pavement line, and the description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Dallas, 2Texas. Witness my hand at Dallas, Texas, this the d�'//�-day of 2004. By: (4a u(" Robert Finleyip esi ent LAND SOUTHWEST, INC. STATE OF TEXAS tol COUNTY OF DALLAS Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Robert Finley, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed. GIVEN VE/� HAND ti-SLitL� OF OFFICE This .G� day of - 04. N tary b'gVb in and for Dallas Co��u��n//ty,�,, Texas ��' My Commission Expires:��/JJ� AIMEEHESS MY COMMISSION EXPIRES February 17, 2006 109903 56.00 Receipt Nunber - 132452 B9r Erin Nccorkle SURVEYOR'S CERTIFICATE 1, Michael Dale Linke, 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 thereon 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 Dallas, Texas. ___ FOR NATHAN D. MAIER CON ING ENGINEERS, INC.�-'.p181`F'9 L�l�Q a 6 Michae-1 Dale Linke - .S. #4508 �` i'diCHA(aQ.41.E Registered Professional Land Surveyor ,,,,,,..,,,,, 4508 STATE OF TEXASz"41me's, COUNTY OF DALLAS a,s Before me, the undersigned authority, a Notary Public in and for said County and State, personally appeared Michael Dale Linke, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed some for the purposes and considerations herein expressed.( G I V€N �Uf14ER MY HAND,,AND SEAL OF OFFICE Th i s��' `day o f f /� l•r.•« +�`^ S DTNot or Public in an for Dallas Count , Texas /, S7A7E OF rEXgg Commission Expires: hap ���"`''a`�i'a DETENTION DETENTION AREA EASEMENT THE PROPOSED DETENTION AREA(S) ALONG BLOCK A/8747 WITHIN THE LIMITS OF THIS ADDITION, WILL REMAIN AS DETENTION AREAS TO THE LINE AND GRADE SHOWN ON THE PLANS AT ALL TIMES AND WILL BE MAINTAINED BY THE INDIVIDUAL OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DETENTION AREAS IN BLOCK A/8747. THE CITY OF DALLAS WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID DETENTION AREAS OR FOR ANY DAMAGE OR INJURY TO PRIVATE PROPERTY OR PERSON THAT RESULTS FROM THE FLOW OF WATER ALONG, INTO OR OUT OF SAID DETENTION AREAS, OR FOR THE CONTROL OF EROSION. NO OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY FILLING OR BY CONSTRUCTION OF ANY TYPE OF DAM, BUILDING, BRIDGE, FENCE, WALKWAY OR ANY OTHER STRUCTURE WITHIN THE DESIGNATED DETENTION AREAS, AS HEREINAFTER DEFINED IN BLOCK A/8747, UNLESS APPROVED BY THE CHIEF ENGINEER OF DEVELOPMENT SERVICES PROVIDED, HOWEVER, IT IS UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY OF DALLAS TO ERECT ANY TYPE OF DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY THE STREETS AND ALLEYS IN OR ADJACENT TO THE SUBDIVISIONS, THEN IN SUCH EVENT, THE CITY OF DALLAS SHALL HAVE THE RIGHT TO ENTER UPON THE DETENTION AREAS AT ANY POINT, OR POINTS TO ERECT, CONSTRUCT AND MAINTAIN ANY DRAINAGE FACILITY DEEMED NECESSARY FOR DRAINAGE PURPOSES. EACH PROPERTY OWNER SHALL KEEP CLEAN AND FREE OF DEBRIS, SILT AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY CONDITIONS AND THE CITY OF DALLAS SHALL HAVE THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY OCCUR. THE DETENTION AREA IN BLOCK A/8747, AS IN THE CASE OF ALL DETENTION AREAS, 1S SUBJECT TO STORM WATER OVERFLOW TO AN EXTENT WHICH CANNOT BE CLEARLY DEFINED. THE CITY OF DALLAS SHALL NOT BE HELD LIABLE FOR ANY DAMAGE OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, NOR RESULTING FROM THE FAILURE OF ANY STRUCTURE OR STRUCTURES WITHIN THE DETENTION AREAS OR THE SUBDIVISION STORM DRAINAGE SYSTEM. THE DETENTION AREAS SERVING THE PLAT ARE SHOWN BY THE DETENTION AREA EASEMENT L&&AA SHOWN ON THE PLAT. 'f � .GATE OF APPROV,pI_ 1. ii- Chairman of i the city Plan - -- mission of the City of Dallas, State Of Texas, hereby certify that the attached plat was duly filed for FINAL PLA T approval with the City Plan Com- mission of the.91tv of Dallas on the day of MARSH-FRANKFORD ADDITION D. 2psew[��� L 0 TS 1 & 2 BLOCK A18747 and same was dAPrOved on the day o JOHN SMITH SURVEY ^- ABSTRACT NO. 1225 A.D. 20 b Yrnmisinn WILLIAM MILLER SURVEY - ABSTRACT NO. 883 HEIRS OF WM. LUTTRELL SURVEY - ABSTRACT NO. 766 Chairman CiTY OF DALLAS City Plan Commission DENTON COUNTY, TEXAS Dallas, Texas CITY PLAN FILE NO. S990-202R At t: SURVEYOR: ENGINE aWNER: SM SURVEYS, INC. NATHAN D. MAfER CONSUL77NG ENGINNERS INC. LAND SOUTHWEST, INC. W. EULESS 54W..,SUITE 112 8080 PARK LANE, SUITE 600 C/o 76040 DALLAS TEXAS 75231 RPS D£vELOPMENr CaMPANY, WC. Secretary (817) 540-8048 (214) 739-4741 2653 HICK HEAVEN ROAD UnVINNNLI& ORECON 97128 (503) 435-4907 .NLY, 2004 - NOAICE.p8A96-12-153 SHEET 2 OF 2 E