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Q y ci E Z N H m o Q V1 `1j 11\^ fV m < o Ox t ao IL tL v �J .J .0 `1j 11\^ fV N N c cc O m rn Z Q � to Q 0 D �!C U C_– in in C f0 r-1 1n C O U Cd In C- CD Q3 C-� 11 C J.J O O O CNJ ci m Q 00 O C I -D L f— CT 3 J El I m I cv Ln .-y / M CU I a -y CV lC7 Ql '77 7 1� O C - CIL L 7 0=08'35'49" R=2834.79' L=427.82' T-214.32' LC=427.42' CB=N09'S8'13"W � r a 9 f ya nY�fr't Z y .0 L D STATE N7GHW.Ay ,I4 Pte' Nh1YvPN' STA 7E MGHWAy 174 a � 8 3 Y GRAPEVINE d ARUNGTON SITE w D F W AIRPORT a o N F J`� 0 9� � yy7- a LOCATION MAP PP y OVERHEAD POWER UNES / T.P.dr L. CO. EASEMENT (U=&IF WIDTH) PG 4 w J F, I I U, ! \ PERATE INSTRUMENT) C. 7 � I I z n I o f I is W I to �, s LOT 1, BLOCK 1 pp S I S O F FRANK PARRA DODGE ADDITION (REMAINING PORTON OF) 37.5' G P G 494,198 SQUARE FEET P 11.3452 ACRES (REMAINING PORTION OF) A.C. STONE VOL 2009, PC. 0023 DRTCT P \ 1 I I MANNING GRINNAN N VOL 8154, PG. 1404 DRTCT R)S��P II J P P� 10' k L CO. EA NT \ II VOL, 8fi PC. 1818 OR \ \ 11 �� -� EXIST 16' ASPHALT PAVEMENT PR T PARK n \ \ -- J \ -- -- -- -- 75' Y \ EX. 21' SEWER \\ T N89 1'iD"E litt,tT�s� 1/2" \ 6 _ — 11 777 1/2 I WOODED AREA PROPOSED 1D' UTILITY EASEMEN 15' BUILDING UNEJ r—� B l(�, STATE N7GHW.Ay ,I4 Pte' Nh1YvPN' STA 7E MGHWAy 174 a � 8 3 Y GRAPEVINE d ARUNGTON SITE w D F W AIRPORT a o N F J`� 0 9� � yy7- a LOCATION MAP PP \a OVERHEAD POWER UNES / T.P.dr L. CO. EASEMENT (U=&IF WIDTH) PG 4 w V \ VOL2059, _ T. BE ABANDONED65 BY I I U, ! \ PERATE INSTRUMENT) C. 7 � I I z n 0ytl P 4i\ ' G \ o f I is W I to �, 1/2 IRF LOT 1, BLOCK 1 pp S N o m a F FRANK PARRA DODGE ADDITION 37.5' 37.5' 494,198 SQUARE FEET P 11.3452 ACRES I iRF2 WOODE AREA G \ 1 I I an N R)S��P PROPOSED 10' UTILITY EASEMENT — — 589'21'10"W 1088.5 (REMAINING PORTION OF) ------------- �� y HIGHWAY /157 -JOINT VENTURE VOL. 1D123. PG, 77 DRTCT PID ZONING Z g t ES a0. GP GS P 3 P 6�' R P th 1/2' IRF =1 (REMAINING PORTION OF) / A.C. STONE e71 VOL 2009, PG. 0023 DRTCT zl C -C ZONING 0 N 0=6'35'50' R=8.37.50' L=96.43' T-48.27* LC=96.38' CB=SO2'22'24"E PLANING AND ZONING COMM19ON: DATE APPROVED: CHAIRMAN: SECRETARY: GRAPEVINE CITY COUNCIL: DATE APPROVED: MAYOR: CITY SECRETARY: zz O M Z SCALE: 1" = 60' 0 60' 120' 180' 24V GRAPHIC SCALE THIS PLAT FILED IN CABINET _, SLIDE DATE LEGAL DESCRIPTION BEING of a tract of land situated In the James Cates Survey, Abstract No, 315, In the City of Grapevine. Texas, some being two tracts of land conveyed by warranty deeds recorded in Volume 13771, Page 0480 and Volume 13778, Page 154, in the Deed Records of Tarrant County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found fa comer at the intersection of the easterly line of William 0. Tate Avenue (having a variable width ight–of–woy), with the south line of Arlington Grapevine Rood (having o 75' wide right–of–way); THENCE North 41 degrees 57 minutes 16 seconds East along the southerly line of Prospect Parkway (along a corner dip) far a distance of 27.08 feet to a 1/2 inch Iran rod found for comer; THENCE North 89 degrees 21 minutes 10 seconds East along the south line of Prospect Parkway for o distanceof 1111.11 feet to a 1/2 inch iron rod found for comer of the most northerly intersection of the south line of Prospect Parkway with the seat line of Stone Myers Parkway (having a 37.5 feet wide right–of–way); THENCE South 44 degrees 51 minutes 40 seconds East along the comer clip at the inlersectlon of the south line of Prospect Parkway and the west line of Stone Myers Parkway for a distance of 27.89 feet to a 1/2 inch iron rod found far comer. THENCE South 00 degrees 55 minutas 31 seconds West along the wast line of Stone Myers Parkway for a distance of 196.03 fast to a 1/2 Inch Iron rod found for corner, same point being the beginning of a curve to the left having a central angle of 6 degrees 35 fninutes 50 seconds, a radius of 837.50 feet, o tangent of 48.27 feet and a chord that bears South 2 degrees 22 minutes 24 seconds East, 96.38 feet; THENCE continuing along the west line of Stone Myers Parkway and along the lost mentioned curve to the left for on orc distance of 96.43 fast to a 1/2 inch Iron rod found for comer; THENCE South 5 degrees 40 minutes 19 seconds East continuing along the west line of Stone Myers Parkway for a distance of 129.92 feet to a 1/2 inch iron rod found for caner; THENCE South 89 degrees 21 minutes 10 seconds West deporting the west line of Stone Myers Parkway for a distance of 1,088.55 feet to a 1/2 inch •xm rod found far corner in the said east line of William D. Tate Avenue, the same point beingthe beginning of a nm–tngeni curve to the right having a central angle of 8 degrees 38 minutes 49 seconds, a radius of 2,834.79 feet, a tangent of 214.32 feel and a chord that bears North 9 degrees 58 minutes 13 seconds West, 427.42 feet; THENCE along the last mentioned curve to the right in a northerly direction along the mid t line of Willfam 0. Tate Avenue far an ac distance of 427.82 feet to the a POINT OF BEGINNING. CONTAINING 494,198 square feel or 11.3452 acres of land, more or less RECEDED vN 0 9 2000 ptiBLIC WORKS PRELIMINARY PLAT LOT 1, BLOCK 1 FRANK PARRA DODGE ADDITION CONTAINING 11.3452 ACRES SITUATED IN THE JAMES CATES SURVEY AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ABSTRACT N0, 315, ZONED PID JANUARY 2000 PREPARED BY: OWNER/DEVELOPER; FRANK PARRA AUTOPLEX, INC. 1000 EAST AIRPORT FREEWAY IRVING, TEXAS 75062 (972) 721-4300 JDJR FILE NO. 152-3-99