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Item 4E - Plats3 c Z L n 0I n CO 0 O 0 Cn L Q U) a .'m N / I c 1/2" IRS w/CAP "SPRY 5647" O O 04 LOT 9, BLOCK 3 UJ SIENA PHASE THREE R DOC. NO. D203167358 O P.R.T.C.T. h O 5/8" IRF W/ CAP `IJ "PB&J INC." (C.M.) a� [Damn,"Is" . s o N 0 T E S m ; white Oa4.Ciexian9 1. All bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone. m 2. Unless otherwise noted, all boundary and/or lot corners for the subject property shown hereon are 1/2" iron g rods set with a cap stamped "SPRY 5647". 3JV,. According to the Flood Insurance Rate Map No. 48439CO090L, published by the Federal Emergency Management Agency, dated: March 21, 2019, and Flood Insurance Rate Map No. 48439CO095K, published by the Federal , pr - Free^w^^dor w 6 Emergency Management Agency, dated: September 25, 2009 a portion of the surveyed property shown hereon ' lies within the special flood hazard area designated as Zone"AE", inundated by the 100-year flood. A portion S�enap Greenbrier or also lies within the special flood hazard area designated as shaded Zone "X", defined as areas between the limits of the 100-year flood and the 500-year flood; or certain areas subject to 100-year flooding with average depths of less than one (1) foot or where the contributing drainage area is less than one (1) square mile; or areas protected by levees from the base flood; further, local permitting agencies may require actual topographic support data for final determination of flood limits regarding construction permits. Additionally a ^o"ch •ta•d we^^t"e"+��e+ portion lies within the Floodway Area in Zone "AE". The Floodway is the channel of a stream plus any adjacent T,a,I floodplain areas that must be kept free of encroachment so that the 1 % annual chance flood can be carried without 2 substantial increases in the flood height. further, local permitting agencies may require actual topographic support data ry G+e^L, i - a_ Graphic P Scale in Feet for final determination of flood limits regarding construction permits. 7re11 ❑ a 0 50' 100' 150' 4. On the issue date of this survey the surveyed property shown hereon is zoned L1 & L2 (Light & Heavy Industrial) according to the City of Southlake zoning ordinance maps. Refer to said zoning ordinance for SCALE: 1"=50' minimum and maximum setback requirements. VICINITY MAP NOT TO SCALE LOT LINE TABLE I EASEMENT LINE TABLE I EASEMENT LINE TABLE CONTINUED I I EASEMENT LINE TABLE CONTINUED I EASEMENT LINE TABLE CONTINUED I EASEMENT CURVE TABLE LINE BEARING DISTANCE I LINE BEARING DISTANCE I LINE BEARING DISTANCE I I LINE BEARING DISTANCE I LINE BEARING DISTANCE I CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE A B B R E V I A T 1 0 N S LL1 N 39'48'08" E 32.14' I EL1 S 89'43'20" W 112.49' I EL21 N 00*16'40" W 11.00' I I EL41 N 89'43'20" E 312.10' I EL61 N 89'43'20" E 22.50' I EC1 30.00, 12.91' 12.81' N 77'57'06" W 24'39'08" LL2 N 01'20'18" E 97.49' I EL2 N 89'43'20" E 129.38' I EL22 N 89'43'20" E 10.00' I I EL42 N 00*16'40" W 15.00' I EL62 S 77'53'57" W 169.55' I EC2 30.00' 47.12' 42.43' S 44'43'20" W 90100'00" P.R.T.C.T. PUBLIC RECORDS OF TARRANT COUNTY, TEXAS LL3 S 88'27'02" E 40.60' I EL3 S 00*16'40" E 12.07' I EL23 S 00*16'40" E 11.00' I I EL43 S 89'43'20" W 317.59' I EL63 S 50*53'17" W 69.87' I EC3 54.00' 84.82' 76.37' S 44'43'20" W 90*00,00" VOL. VOLUME LL4 N 69'36'02" E 27.46' I EL4 S 89'43'20" W 10.00' I EL24 S 44'43'20" W 4.34' I I EL44 S 00*16'40" E 94.24' I EL64 N 5116'22" E 78.46' I EC4 54.00' 65.86' 61.85' N 55*20'19" W 69'52'42" PG. PAGE LL5 S 20'23'58" E 35.72' I EL5 N 00*16'40" W 9.15' I EL25 N 45*16'40" W 10.00' I I EL45 S 89'23'37" E 85.76' I EL65 N 77'54'29" E 170.85' I EC5 54.00' 103.79' 88.53' N 34'39'41" E 110*07'18" LL6 S 65'23'58" E 20.74' I EL6 S 45*16'40" E 15.74' I EL26 N 44'43'20" E 8.62' I I EL46 N 44'43'20" E 43.85' I EL66 N 20'23'58" W 56.53' I EC6 54.00' 50.17' 48.38' S 63'39'51" E 53'13'37" DOC. N0. DOCUMENT NUMBER I EL7 S 00*16'40" E 85.36' I EL27 S 89'43'20" W 9.74' I I EL47 N 00*16'40" W 167.89' I EL67 S 89'43'20" W 74.64' I EC7 30.00' 27.87' 26.88' S 63'39'51" E 53'13'37" C.M. CONTROLLING MONUMENT I EL8 S 45*16'40" E 5.37' I EL28 S 00*16'40" E 18.39' I I EL48 N 89'43'20" E 15.00' I EL68 N 89'43'20" E 68.72' I EC8 30.00' 12.71' 12.62' N 77'34'55" E 24*16'51" IRF IRON ROD FOUND I EL9 N 89'43'20" E 146.70' I EL29 N 69'36'02" E 9.85' I I EL49 S 00*16'40" E 174.11' I EL69 N 20'23'58" W 4.79' I EC9 30.00' 47.12' 42.43' S 45*16'40" E 90100'00" I EL10 S 89'43'20" W 152.92' I EL30 N 20'23'58" W 10.00' I I EL50 S 44'43'20" W 56.41' I EL70 N 89'43'20" E 77.29' I EC10 30.00' 47.12' 42.43' S 44'43'20" W 90'00'00" R.O.W. RIGHT-OF-WAY EL11 N 45*16'40" W 17.80' I EL31 S 69'36'02" W 9.85' I I EL51 N 00*16'40" W 97.56' I EC11 30.00' 36.59' 34.36' N 55*20'19" W 69'52'42" EL12 N 00*16'40" W 85.36' I EL32 N 69'36'02" E 9.00' I I EL52 N 89'43'20" E 12.52' I EC12 30.00' 57.66' 49.19' N 34'39'41" E 110*07'18" L E G E N D I EL13 N 45*16'40" W 3.92' I EL33 N 20'23'58" W 10.00' I I EL53 S 67'46'40" E 50.21' NOT TO SCALE I EL14 S 89-43'20" W 5.01' I EL34 S 69'36'02" W 9.00' I I EL54 N 89'43'20" E 50.89' 0 BOUNDARY CORNER EL15 S 00-16'40" E 43.50' I EL35 N 69'36'02" E 9.85' I I EL55 N 29'43'20" E 56.59' O LOT CORNER I EL16 S 89'43'20" W 10.00' I EL36 N 20'23'58" W 10.00' I I EL56 S 60*16'40" E 15.00' • EASEMENT CORNER I EL17 N 00*16'40" W 43.50' I EL37 S 69'36'02" W 9.85' I I EL57 S 29'43'20" W 65.25' EL18 N 00*16'40" W 16.00' I EL38 N 69'36'02" E 13.64' I I EL58 S 89'43'20" W 62.53' EL19 N 89-43'20" E 10.00' I EL39 N 20'23'58" W 10.00' I I EL59 N 67'46'40" W 32.44' EL20 S 00-16'40" E 16.00' I EL40 S 69'36'02" W 5.32' I I EL60 S 77*54'13" W 39.79' TRACT II-1.036 ACRES C&T LAWNS, L.L.C. DOC. NO. D209073335 P.R.T.C.T. 15' U.E. VOL. 11077, PG. 220 P.R.T.C.T. I I I 253.51 ' 15' U.E. \ VOL. 11077, PG. 255 \ P.R.T.C.T. \ \ LOT 7 \ \ 31,204 SQ.FT. \ \ 0.7163 ACRE \ \ N 89'07'06" W 234.86' \ \ LOT 10 BLOCK 3 �T 1.040 ACRE RBJH REAL ESTATE, LLC DOC. NO. D218040110 P.R.T.C.T. FORVIERLY BLOCK A, TIFFANY ACR -_S VOL. 388-121, PG. 33 VACAT-D VOL. 10023, PG. 1625 P.R. f.C.T. 0.558 ACRE K & B PROPERTIES, L.P. DOC. NO. D215217904 P.R.T.C.T. MICHAEL DRI VE (50' R. 0. W.) JOSEPH PENNINGTON, INC. DOC. NO. D216069776 P.R.T.C.T. S 88'33'30" E 835.72' FENCE POST - ---314.22' -J 582.21 ' CORNER _ to, -SANITARY SEWER & LOT 1 103 15' DRAINAGE EASEMENT 54,408 SQ.FT. 15' DRAINAGE EASEMENT (BY THIS PLAT) 1.2490 ACRES (BY THIS PLAT) 24' FIRELANE, DRAINAGE, WATER EASEMENT ��56 - & UTILITY EASEMENT (BY THIS PLAT) (BY THIS PLAT) EL52 �4j/ I o EL70 N 8943'20" E 230.89' EC6 �v 0.651 �- EL68 -��EL69 ` N 89°43'20" E 3394 "1.34' 2p�?~� `S�EL1 EL54 / �h �_ EL67 6) 30 s. � m m L22 0 _ EL23 �N LL 3 ^,b(3 N 89 43'20" E 230.89' c 9?• 00 0 - ^' EL2 E08 19.65' �v, �\ / EL40 EL26 C) 10.00 32.93' 10.00'23.00' 53.74' M - WATER EASEMENT_ 10.94' R.9 °4.3' D" E 179.00' rn I EL39 r------ -- --� 13 (BY THIS PLAT) S - __ - _ ---- 14.25' E------------- 10.47 WATER EASEMENT - - <<6 3� (BY THIS PLAT) EL24u 5.96 �07 �- - - - - EL - - _ 9 73' EL 10' TRI-COUNTY ELECTRIC � o EL36 CO-OPERATIVE INC. R.O.W. EASEMENT- LOT 3 MM �G EL5 WATER EASEMENT O 135 VOL. 9300, PG. 949 P.R.T.C.T. N I (BY THIS PLAT) (ABANDONED BY THIS PLAT) 41,244 SQ.FT. IT N J J 5' DRAINAGE EASEMENT (BY THIS PLAT) Q U :2J Q� (n 48 Ld 120' UQZLO Q=a-C9 "Q a- Z: 47 J w wJ00 Q w N 2 U J 0 GREENBRIAR DRIVE (56' R. 0. W.) PASSING 26�.YJ SIENA PHASE THREE A 5/8" IR� W/ AP � \� Z 0.9468 ACRE DOC. NO. D203167358 "PB&J INC.\ Q'' N 00 I 15' BUFFER EASEMENT P.R.T.C.T. 15' U.E. 24' FIRELANE, DRAINAGE, 00 6.965 ACRES Lr) & UTILITY EASEMENT N ' (BY THIS PLAT) VOL. 11077, PG. 230 � � W_ CT � (BY THIS PLAT _ BLOCK 1 P.R.T.C.T. I ) cr - - - EL43 - - - 6' -1 LLT �6.00'I ^ Y C5 I 6.39' �r r /-9.00, I a' ci '�, a, N 89'43� 20�� E 307.90 1 _ _ LOT 2 ~ I 9.59' �� - - - - EL41 - - - s' J `4' I O O cn W 57, 424 SQ. FT. EL48 I O U Ln C_lLOT 6 o E13� EL33 15' DRAINAGE EASEMENT_ � " O 1.3183 ACRES j 0 z o I O Z o WATER EASEMENT BY THIS PLAT) O �' O 7 W� UO 57,223 SQ.FT. N N\ 0c r7 (BY THIS PLAT) ( c0 � I "� J p m m 6 1.3137 ACRE w E13 TRACT ONE v, o b I I o rylo�j ^ (OPEN SPACE LOT) rn, w�' ° LOT 4 MEL-MAR p" IO 24' FIRELANE, DRAINAGE, I ()I� �Nr I� `sw U, EL3� EL30 36,931 SQ.FT. PROPERTIES, LLC. cn &UTILITY EASEMENT I I nl m N o Q DRAINAGE EASEMENT N (BY THIS PLAT) J o 1 LOT 11, BLOCK 3 "� ( ) �\N o 0.8478 ACRE DOC. NO. D21504992ll o I N 5 =00 SIENA PHASE THREE hIJ N �- o EL29 P.R.T. C.T. IKK 0� w �I N o; N WATER EASEMENT N 3 98' I N 0 OZ O DOC. NO. D203167358 O Q �\ 24' FIRELANE, DRAINAGE, (BY THIS PLAT) L27 / ' �t I N V > P.R.T.C.T. I� CA W. - & UTILITY EASEMENT T }SANITARY SEWER &� (BY THIS PLAT) 7, ^ �n0DRAINAGE EASEMENT . N 20' D.E. (BY THIS PLAT) >> - �89'43'20" W 168.42'_ 21 15882, PG. 41 6.39' EL61 �� ------ -VOL.2 8913' 0'� 6, P.R.T.C.T. N 89°43'20" E 260.27' 5.65 14 I 5.37' EL 13 cr �C' 1.1. J1 1 _ 10. 00' _ 15& 56' 25.1 /r Q I EL6 E� 0 _TTS 8943'20" W 168.42' - EL14 I 15' WATER EASEMENT 0 > I I (BY THIS PLAT) Q 3 - - - - - - - J 0.75 ACRE v 10' WATER EASEMENT -6 I ni 15' DRAINAGE EASEMENT -,,H. Ui I r I i2 vIARK STANFIELD & MELV STANFIELL) I Icn (BY THI� PLAT) O I-4 (BY THIS PLAT) COMMON AREA N0. 1 I EL6 DOC. N0. D206079530 R.T.C.T. LOT 5 mI Ir z SIENA PHASE THREE I %r EL16 24 957 SQ.FT. {' I _061I ro 1 I to, a- o CL DOC. NO. D203167358 I �� 15' SANITARY SEWER I l' / EASEMENT O.5 29 ACRE I F,�'k � o o � _ _ I �0cfl P.R.T.C.T. 8.9�' / / �6�J (BY THIS PLAT) - 10' BUFFER EASEMENT F ELg / �F,�h 15.00' N �" - - - - - - - - LL 1/2" IRS w CAP (BY THIS PLAT) - - - - _ - - - - SS NG A 4P8.19' A ' o w PA I T "SPRY 5647" 15. 4� 250.61' 217.78' �j - 45- f 1/2" IRF w/CAP "RPLS 4818" 7.19' cn S 10'50 F W BEARS4.42' \ �\ , » ' 101. 63' 77. 40 1 °O N z \ APPARENT GAP `gppARENT GAP N 89 23 37 W 667.90 5.25' P• • B• 0 Q \ 1/2" IRF(D.M.) OJ a] \ \ \ Q 20' ROAD EASEMENT U \ \ \ \ VOL. 5442, PG. 903 P.R.T.C.T. AREA IN CONFLICT \ \ -MODIFIED VOL. 13551, PG. 50 670 SQ. FT. I z0 o rO \ LOT 11 R P.R.T.C.T. LOT 12, BLOCK 3 \ \ \� \ \ J.G. ALLEN NO. 18 ADDITION (ABANDONED BY THIS PLAT) C a o � SIENA PHASE THREE \ \ DOC. NO. D2110479989 P.R.T.C.T. 7\ o J 0. D203167358 \ \ \ \ 12.87' R.O.W. DEDICATION O O ~ DOC. N V0. 1115' J PG. 235 DOC. NO. D211047989 P.R.T.C.T. J Qa_ P. R. T. C. T. P.R.T.C.T. \ mom Z U I I OWNER'S DEDICATION STATE OF TEXAS COUNTY OF TARRANT WHEREAS, Mel -Mar Properties, LLC., Mark W. Stanfield and Melva G. Stanfield, are the owners of all that certain 6.965 acres of land, by virtue of the deed for Tract One recorded in Document Number D215049929, and the deed for 0.75 acre recorded in Document Number D206079530 in the Public Records of Tarrant County, Texas (P.R.T.C.T.), in the J. G. Allen Survey, A-18, City of Southlake, Tarrant County, Texas, and more particularly described by the metes and bounds as follows: (all bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone) BEGINNING at a 1/2" iron rod found for the southeast corner of said Tract One, common to the southeast corner of the herein described tract, in the west right-of-way line of Davis Boulevard (120' Right -Of -Way); THENCE North 89° 23' 37" West - 667.90' to a 1/2" iron with a cap stamped "SPRY 5647" set for the southwest corner of the herein described tract, common to the southwest corner of said Tract One, in the east line of Block 3, Siena Phase Three, recorded in Document Number D203167358 P.R.T.C.T., from which a found 1/2" iron rod bears South 10° 50' West - 4.42'; THENCE North 10° 50' 05" East passing at a distance of 267.43', a 5/8" iron rod with a cap stamped "PB&J INC." found for the southeast corner of Lot 10, of said Block 3, Siena Phase Three, and continuing for a total distance of 323.92' (called 321.49'), to a point for corner of the herein described tract, common to the northeast corner of said Lot 10, Block 3, Siena Phase Three (falls in creek); THENCE North 89' 07' 06" West - 234.86' to a 5/8" iron rod with a cap stamped `PB&J INC." found northwest corner of Lot 10, Block 3, Siena Phase Three, in the east line of Lot 9, of said Block 3, Siena Phase Three; THENCE North 01' 57' 06" East - 125.00' along the east line of said Lot 9, Block 3, Siena Phase Three, to a 1/2" iron rod with a cap stamped "SPRY 5647" set for the northwest corner of the herein described tract, in the south line of Tract II - 1.036 acre described in the deed to C&T Lawns, LLC., recorded in Document Number D209073335 P.R.T.C.T.; THENCE South 88' 33' 30" East - 835.72' to a fence corner post found for the northeast corner of the herein described tract, common to the southeast corner of the tract of land described in the deed to Joseph Pennington, Inc., recorded in Document Number D216069776 P.R.T.C.T., in the west right-of-way line of said Davis Boulevard; THENCE South 00' 16' 40" East - 432.74' along the west right-of-way line of said Davis Boulevard, to the POINT OF BEGINNING and containing 6.965 acres of land. NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT, We, Mel -Mar Properties, LLC., do hereby adopt this plat designating the herein before described real property as Lots 1-7, Block 1, Wheelhouse Addition, an addition to the City of Southlake, Tarrant County, Texas, and we do hereby dedicate the rights of way, streets, alleys, parks and easements shown thereon to the publics' use unless otherwise noted. This plat does not alter or remove existing deed restrictions or covenants, if any, on the property. LAND USE SCHEDULE EXISTING EXISTING PROPOSED NUMBER GROSS OPEN LAND USE ZONING ZONING OF LOTS ACREAGE SPACE AREA / % MIXED AG & 1-1 S-P-1 & 7 6.965 120,725 SF USE 1-1 39.8% SURVEYOR: Spry Surveyors, LLC 8241 Mid -Cities Blvd., Ste.102 North Richland Hills, TX 76182 Phone: 817-776-4049 Firm Reg. No. 10112000 ENGINEER: DeOtte, Inc. 420 Johnson Road, Ste. 303 Keller, TX 76248 Phone: 817-337-8899 OWNER: Mel -Mar Properties, LLC. 318 Pebblebrook Grapevine, TX 76051 A PRELIMINARY PLAT OF LOTS 1-7, BLOCK 1 WHEELHOUSE ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, BEING TRACT ONE CONVEYED TO MEL-MAR PROPERTIES, LLC, RECORDED IN DOCUMENT NUMBER D215049929 AND THE 0.75 ACRE TRACT CONVEYED TO MARK W. AND MELVA G. STANFIELD, RECORDED IN DOCUMENT NUMBER D206079530 IN THE PUBLIC RECORDS OF TARRANT COUNTY, TEXAS, WHICH IS 6.965 ACRES IN THE J. G. ALLEN SURVEY, A - 18 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SPRY PROJECT NO. 115-001-30 DATE: JANUARY 2020 TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO REMAIN TREES TO BE REMOVED I TREES TO BE REMOVED I TREES TO BE REMOVED I TREES TO BE REMOVED TREES TO BE REMOVED Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species Tree # Size & Species I Tree # Size & Species I Tree # Size & Species I Tree # Size & Species Tree # Size & Species 403 21" CEDAR 618 10" OAK 635 7" OAK 650 7" CEDAR 665 7" OAK 680 6" OAK 728 10" OAK 749 16" OAK 765 7" CEDAR 404 6" CEDAR I 463 36" OAK I 504 36" OAK I 519 8" OAK 774 29" OAK 420 7" OAK 619 30" OAK 636 11" OAK 651 13" CEDAR 666 29" OAK 681 10" OAK 729 7" OAK 750 10" CEDAR 769 54" OAK 405 24" OAK I 464 20" OAK I 505 10" OAK I 520 13" OAK 421 12" OAK 620 6" OAK 637 5" OAK 652 6" CEDAR 667 14" OAK 682 7" OAK 730 8" OAK 751 10" CEDAR 770 13" OAK 406 21" OAK I 465 27" OAK I 506 10" OAK I 521 12" 11" CEDAR 422 10" OAK 621 12" OAK 638 7" OAK 653 7" OAK 668 21" OAK 683 11" OAK 731 24" OAK 752 16" CEDAR 771 19" OAK 407 34" OAK I 466 19" OAK I 507 12" OAK I 522 18" CEDAR 423 7" OAK 622 8" OAK 639 7" OAK 654 10" OAK 669 8" OAK 684 6" OAK 732 6" CEDAR 753 24" OAK 775 39" OAK 408 18" OAK I 467 21" OAK I 508 12" OAK I 523 12" CEDAR 424 9" OAK 623 21" OAK 640 8" 9" OAK 655 15" OAK 670 8" CEDAR 685 4" OAK 733 29" OAK 754 9" OAK 776 32" OAK 428 15" OAK I 477 36" OAK I 509 41" OAK I 524 10" OAK 425 17" OAK 624 6" OAK 641 12" CEDAR 656 15" CEDAR 671 8" CEDAR 686 4" OAK 739 19" TREE 755 9" OAK 777 9" OAK 429 6" 6" OAK I 478 10" OAK I 510 9" OAK I 525 15" CEDAR 426 12" OAK 625 14" 8" 8" OAK 642 13" OAK 657 6" CEDAR 672 8" OAK 687 4" OAK 741 7" OAK 756 11" OAK 778 5" OAK 430 9" 13" OAK I 479 22" OAK I 511 9" OAK I 526 10" CEDAR 427 14" 12" OAK 627 12" OAK 643 15" CEDAR 658 5" OAK 673 9" OAK 688 5" OAK 742 26" OAK 757 10" OAK 779 10" OAK 439 36" OAK I 480 54" OAK I 512 9" OAK I 527 11" CEDAR 431 10" 10" OAK 629 8" OAK 644 10" 9" OAK 659 6" OAK 674 10" CEDAR 689 7" OAK 743 21" OAK 758 12" OAK 780 10" OAK 440 28" OAK I 488 30" OAK I 513 15" OAK I 740 24" TREE 528 24" OAK 630 18" 12" OAK 645 8" CEDAR 660 5" OAK 675 8" OAK 690 13" OAK 744 16" OAK 759 24" OAK 450 31" OAK I 489 24" OAK I 514 12" OAK I 766 6" OAK 529 9" OAK 631 12" 9" OAK 646 20" OAK 661 12" OAK 676 21" OAK 691 4" OAK 745 9" OAK 760 13" OAK 453 23" OAK I 490 22" OAK I 515 11" OAK I 767 7" OAK 530 18" OAK 632 7" 6" OAK 647 7" OAK 662 9" 7" OAK 677 5" OAK 693 6" OAK 746 9" OAK 761 10" OAK 454 8" 6" 6" OAK I 501 30" OAK I 516 11" OAK I 768 8" OAK 531 29" OAK 633 8" OAK 648 8" CEDAR 663 7" OAK 678 7" CEDAR 694 14" OAK 747 8" OAK 763 24" OAK 461 31" OAK I 502 36" OAK I 517 13" CEDAR I 772 22" OAK 617 15" OAK 634 5" OAK 649 6" OAK 664 36" OAK 679 8" OAK 727 30" OAK 748 7" OAK 764 5" OAK 462 36" OAK I 503 30" OAK I 518 13" OAK I 773 27" OAK LOT 3, BLOCK A TIFFANY ACRES LOT 2, BLOCK A VOL. 388-121, PG. 33 TIFFANY ACRES P.R. T C. T. VOL. 388-727, PG. 33 LOT 1, BLOCK A EX ZONING - AG I P.R. T.C. T. TIFFANY ACRES 3: \ L.U.D. = FLOOD PLAIN EX ZONING = AG I VOL. 388-121, PG. 33 L. U. D. = MIXED USE I 70' UTILITY EX ZONING T. AG -- - -- -- __ EASEMENT L.U.D. - MIXED USE — _ 727 ------------------ LOT 1 - 54,408 SF LJ�LJO�c-=, O O 728 �O LOT 7 �o .../ O 729 O O O O V 4--� 31,204 SF21S � 407 C o o O O 732 O o O O O ����404 730 I. I 7407 �-733 739 WON E E E w 678 674 / �rP 675 680 681 \ 677 531 523 518 I — / - 682 � I 522 679 \ ; \_ --- 529 530' I r - 519 5217 515 —408 - - / SITF BM #52 676 � � 668 s7o 524- � � ' - � LOT 3 Y LOT 70BLOCK 3 672 i /� _513 41,244 SF • _ SIENA PHASE THREE \ S67 -743 ` L406 CAB. A, SLIDE 8352 669 71 • P.R. C. T. T. `� �"" 706 - \ ` 527 ' 520 516 14 EX ZONING = SF20A -66-3 • �Lo, L.U.D. = FL000 PLAIN 662 _ 525 6 511 I. 741� . 528 -� I V— UT— � v— v— v— � 653 661 6 —745 • 510 512� 654 664 J ~ 746 L 744 - 742 507 — • 09— 655 658 659 �651 �751 U / / /656 \ \ I \ 65 508 —504 ol / 643 750 — I 506 749 L505 I J fill 644 477 �2 652 748 753 ` 503� r-450 > w 639 747 \ \ ( D 0 I 646 LOT 4 / J Q 641 \ \ 36,931 SF 6464 W65 m LOT 11, BLOCK 3 I / 46 SIENA PHASE THREE 636 I • • 502 467� �637462 461 LOT Q CAB. A, SLIDE 8352 �� LOT 6 • • 57,424 P.R. T. C. T. 635 I632 57,223 SF w Q EX ZONING = SF20A 638UN/A L.U.D. = FLOOD PLAIN 633 634 . 490 7752 56 1 v 755 I W DPP 630 757 754 • �758 772 - 770 771 \ • ` • 439 �� 9 769 _ 478 • / 45k3 I629 • 627 r 761 _ � i — —woo 7 4 _ ��� woo • �� \ � ` • � 463 \ I 440j � I I` 773 501 489 L 488 625 766 767 768 775 • 1 L 479 454 i COMMON AREA #1 SIENA PHASE THREE 760 - LOT 5 CAB. A, SLIDE 8352 I 764�759 24,957 SF P.R. T. C. T. lb EX ZONING = SF20A -' 765 L.U.D. = FLOOD ' 0 480 624 ♦ 6620 �621 763 \ • ♦ ♦ � � - 425 421 424 Sl TE BM #51 622 — — /1 ' ♦ I I �M L 420 422 428 618 - - - - - - � - - - - - 427 430 431-i ,6 619— �� oHE oN� OHE - �/X/// I -617 \ � CO A� � E � LOT 7IR 776� 777 780 FH JG ALL No 78 ADGI NON 778 779 EM Ee 423 426- \/ NST 271 47989 � P. T C. T 429 I EX ZONI = CS L.U.D. = FLOOD,PLAIN IV 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT U� o 1709 w F'M > N n MICHAEL -1 ^ W N c 1 U' u M N � P�— SITEM W M UNION CHUR H z� w� � �o�o GQ' r~� a r � M w G P4 LEGEND TREE TO REMAIN TREE TO BE REMOVED ■ ■ ■ ■ ■ ■ TREE PROTECTION FENCE TREE PRESERVATION CALCULATIONS LOTS 1-6 TOTAL EXISTING CANOPY 102,075 S.F. REQUIRED CANOPY PRESERVATION 45,525 S.F. (44.6%) PRESERVED CANOPY 47,542 S.F. (46.6%) REMOVED CANOPY 54,533 S.F. (53.4%) LOT 7 TOTAL EXISTING CANOPY 10,607 S.F. REQUIRED CANOPY PRESERVATION 10,607 S.F. (100.0%) PRESERVED CANOPY 10,607 S.F. (100.0%) REMOVED CANOPY 0 S.F. (0.0%) Z a J a W U) Q � � W �O� Y � w J � I Z OLu H =O wF--- U) w / BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 07 W W / � J 2 H Z) 0 0 W W U w� O Eow w U Lu Z00-0 00DH 0 oo� N U)w� -' 0 ZZWUO)\ w-a �0of O UZO LL coo Z Z 1-- a �ammryo Z 2 W � f � DOI No. 2018117.00 0 0 T oo O \ •07 N O 5 Z CITY CASE N O . ZAXX-XXXX 0 .) 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) 3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT. 4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN rd Q t ? Ile I + 1 I %� ' ! t • I' ! 1 t J 41 lb f IL !r • + + 1�4.; - �'�-� 11 � % � I + _ 1 1 ■ • • • j / r`i•-. -`fir-~�_ � � �� I © J fI JA 69 \'��,r:�`_l !, ` • • �Q ' �,, � 1 ��� � � - w- - � � � Q ' � � ram! 1 0 .170 vv All in r ,, I i 1., 0 ill' \f 1. L fill ,T 0 } I - • O �y �• B ,U NOTES: 1. THIS DEVELOPMENT WILL DISCHARGE DIRECTLY INTO A FEMA REGULATED FLOODPLAIN (STREAM BB-9). THE TOTAL AFFECTED AREA IS APPROXIMATELY 7.0 ACRES. THE UPSTREAM WATERSHED OF BB-9 IS APPROXIMATELY 902 ACRES (1.41 SQUARE MILES). THIS SITE REPRESENTS APPROXIMATELY 0.78% OF THE UPSTREAM WATERSHED OF BB-9 WHICH IS MUCH LESS THAN THE 10 PERCENT THRESHOLD OF THE "10 PERCENT RULE" AS DEFINED BY NCTCOG'S iSWM. THEREFORE IT IS DETERMINED THAT THIS DEVELOPMENT WILL HAVE NO SIGNIFICANT IMPACT ON THE FLOW OF BB-9 WHETHER DETENTION IS PROVIDED OR NOT. DETENTION IS NOT RECOMMENDED FOR THIS SITE. LEGEND NAME DRAINAGE AREA LABEL AC Q 10 FLOW ARROW (POST -PROJECT) DRAINAGE DIVIDE 501 EXISTING CONTOUR MINOR - -500- - EXISTING CONTOUR MAJOR RATIONAL METHOD RUNOFF CALCULATIONS DRAINAGE AREAS - EXISTING Desig. Area (AC) Description 'C' Value Tc (Min) I1(IN/1-1111) Q1(CFS) 110 (IN/HR) Q10 (CFS) 1100 (IN/HR) Q100(CFS) OS-1 1.2 COMMERCIAL 0.90 10 4.06 4.4 6.51 7.0 9.24 10 OS-2 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 A-1 6.71 CALC 0.44 15 3.32 9.8 5.53 16.3 7.98 23.6 A-2 0.31 UNDEV 0.30 15 3.32 0.3 5.53 0.5 7.98 0.7 DP -A 8.11 CALC 0.52 15 3.32 14.0 5.53 23.3 7.98 34 DP-B 902 FIS NA NA NA NA NA 1700 NA 2650 *A-1 is 24% (C=0.9) paved and 76% undeveloped (C=0.3) 1 ,, 0 25 50 100 ( IN FEET ) 1 INCH = 50 FT F M• 1709 cn Q 0 L MICHAEL UNION CHUR H %S r� 1 1 Il ��� �SO mom in0 1.2 10 1 -I 1 Lo�4LgCK �� �IFFANYAR J 1 \ t \ V� i ����- 643 1 /3 S �OT 3, BLOCK A VOL. 388-121, PG. 33 % I I �\ II1 1 \� \�\ 6 0� \ TAM' ACRES �I `��c LOT 2, BLOCK A Il �o� �� �a I \ P.R.T.C.T. 1 )��)II III \\\ ���� ll ��� TIFFANY ACRES �'� L 1, BLOCf Ate- - V& 388-121, -PPG.3J ,p` (, �+ EX ZONING = AG _aJ / I V A V` �� R. T.C. T. M, V VOL. 388-121, PG. 33 TIFFAA/Y ACRES3 � OS-2 _ „fi/TY RESIDE I D \ _ VOL. 3�$-121, PG.3 I Q = MEDIUM \ \ \ \EX Z NI G = AG \ P. R. T. C. T. I=EL00 LA/N ! EX ON%19/O =SAG 1 P.R. T.C° T° � J - / \ ` _ 10' UTILITY EASEMENT 0.2 1.7 �L L4L-D.-=L_M1XELLU.� / EX ZONING = AG _ A 646- LOT �9, BLOCK 3 _ _ � � SIENA P�IASE THREE - V Y ' `(\ 1 �/ _ T _ - - _ _ a - CAB. A, SLIDE 8352 ��,J �/ � J� 645 C.T.� o \ I x ZONING = Sf2Q4- L.U.D. = MEDIVM DENSITY RESIDEN 7 L 644 L A 1 0 0 0 0 0 0 � o N j J / L � < c 0r0 w J \ \\'LOT 10,5 BLOCK 3 \ \ \\ '7 Z U I \� PH SE THREE�\ u / 1 U� / AR A , SLIDE 8352 0 LAIN TV.-T- -- / 0 AR EIX� �NI�VG_.SF20C 4, i/�� q T i � WAY J LVU.D. FLOOD AlN Sw // (( / 7 639 QD r � l I J A-1 o \ ■ LOT 11, eLocK� 3 ) / l i�%l l � �� I O SIENA PHASE THREE/ / /� / A 6.71 24 r� ' �� m w / ( P CAB. A, SLIDE 835 / f -� >/�� 1 \ ■ \ CO ( P. �1 EX ZONING = SF'2 ( p �/� �� /� A ( \ Q _ ( L.U.D. = FLOOD PL00 ty CN f o � I - f 0O0 r-7 COMMON AREA #1 r �lll l l i l ��� I ! A-2 4- 3 I I SIENA PHASE T4REE� .-v1 �, I I ZCAB. A, SLIDE 835� l I R.r.c.r. ) l -//l��� ����� l �'� ���, �� 0.31 0.7 Ex ZONING = SF2oA� �I I� ( L. D.--/FLboD PtAlnt- �� �� v\v 1 1( ✓ \��V\ ��� 1 l �� 3 S � I f ��\11L � A � � � � � � � � < � �> � - 1 A� 014E OHE ����� J V ��� M O O w C7 �aCs o N p-'- M W o ITE M WM !- z� o Q�xw z WN �Cn w a a \i % I / IN 10_4\7989 \ N \ \ 1(( EX 1 B � � � .:� ;- s \ � ° 0 /S / ( 11 J • � \ - � � � . � �%/ ��s�� �� sit - -� �/ ( I� �� l� �L _ �� �� ? L 1 CITY CASE N O . ZAXX-XXXX Z Q a W Q 0 H Q = Z J LLj � W Q � C� � 2 Z W � �2 O X w / BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 U) w i� / W \ Y J 0 o W W U w 0 g Z o, wC)w J LU zo�a _ o Of O�SH000- O +- ``o\ oN W � N Ld ~ ZZwU0),�� W-C =)o(If 0 UZO LL O O O ONZ Z H goo .. Q HQMm(yO Z W DOI No. 2018117.00 0 r- T oo rC) O Z 2 0 0 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) 3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT. 4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN A L VUL. 5ZSt5-7L7, l-U. J-5 n I P. R. T C. T. EX ZONING - AG L.U.D. = MEDIUM DENSITY RESIDENTIAL RATIONAL METHOD RUNOFF CALCULATIONS DRAINAGE AREAS - PROPOSED Desig. Area (AC) Description 'C' Value T,, (Min) I1(IN/HR) Q1 (CFS) Ilo (IN/HR) Qlo (CFS) Iloo (IN/HR) Qloo(CFS) LEGEND OS-1 1.20 COMMERCIAL 0.90 10 4.06 4.4 6.51 7.0 9.24 10.0 OS-2 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 NAME F M. 1709 C/) w DRAINAGE AREA LABEL > H ZN A-1 0.24 COMMERCIAL 0.90 10 4.06 0.9 6.51 1.4 9.24 2.0 AC Q10 0 �� A-2 0.33 COMMERCIAL 0.90 10 4.06 1.2 6.51 1.9 9.24 2.7 A-3 0.33 COMMERCIAL 0.90 10 4.06 1.2 6.51 1.9 9.24 2.7 MICHAEL ^ w a c� A-4 0.03 COMMERCIAL 0.90 10 4.06 0.1 6.51 0.2 9.24 0.2 FLOW ARROW (POST -PROJECT) " o / N 2V ��p A-5 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 DRAINAGE DIVIDE SITE �- M w M B-1 0.21 COMMERCIAL 0.90 10 4.06 0.8 6.51 1.2 9.24 1.7 UNION CHURCH wM O'' B-2 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 507 EXISTING CONTOUR MINOR B-3 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 w p - -500- - EXISTING CONTOUR MAJOR 0 15 30 60 z o x w B-4 0.32 COMMERCIAL 0.90 10 4.06 1.2 6.51 1.9 9.24 2.7oc I I I w Q Z B-5 0.23 COMMERCIAL 0.90 10 4.06 0.8 6.51 1.3 9.24 1.9 FLOW PATH FOR TC CALCS C-1 0.19 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.1 9.24 1.6 G� >= M C-2 0.29 COMMERCIAL 0.90 10 4.06 1.1 6.51 1.7 9.24 2.4 ( IN FEET ) le) _� 0 C-3 0.34 COMMERCIAL 0.90 10 4.06 1.2 6.51 2.0 9.24 2.8 1 INCH = 30 FT D-1 0.29 COMMERCIAL 0.90 10 4.06 1.1 6.51 1.7 9.24 2.4E P. D-2 0.37 COMMERCIAL 0.90 10 4.06 1.4 6.51 2.2 9.24 3.1 D-3 0.08 COMMERCIAL 0.90 10 4.06 0.3 6.51 0.5 9.24 0.7 0 D-4 0.14 COMMERCIAL 0.90 10 4.06 0.5 6.51 0.8 9.24 1.2 IS, D-5 0.29 COMMERCIAL 0.90 10 4.06 1.1 6.51 1.7 9.24 2.4 D-6 0.43 COMMERCIAL 0.90 10 4.06 1.6 6.51 2.5 9.24 3.6 E-1 0.05 COMMERCIAL 0.90 10 4.06 0.2 6.51 0.3 9.24 0.4 F-1 2.30 UNDEV 0.30 10 4.06 2.8 6.51 4.5 9.24 6.4 DP -A 8.41 CALC 0.74 10 4.06 25.1 6.51 40.3 9.24 57 DP-B 902 FIS NA NA NA NA NA 1700 NA 2650 LOT J, BLOCK A I ■ TIFFANY ACRES LOT 2, BLOCK A , VOL. 388-121, PG. 33 A- 1 TIFFANY ACRES , OS-2 ' P.R. T C. T. VOL. 388-721, PG, 33LOT 1, BLOCK A EX ZONING - AG I P. T. R. C. T OS-1 TIFFANY ACRES L.U.D. = FLOOD PLAIN 0.24 2.0 I EX ZONING = AG I VOL. 388-121, PG. 33 L. U. D. = MIXED USE I 10' UTILITY 1.2 10 P.R. T C. T. , 0.2 1.7 EASEMENT - - ZONING = AG L. U. U. D. = MIXED USE WWAM 627 /��ffi cO� c�- \ I Q0 I . \ \III I II IIII I��� Oo O O co���M IIII V j co IIIIIIII� 1 o �il�� _ 6�� 0 �.co + - II ��� �(Illi III I �%` ,�j /IIII I IIII 2 O�� C3" \ - -- \ Bco .._ , 11 v 63� \ i s �� v G35 -- ' 63` v 635 --- v I� _ _ �� ---_ 0.23 1.9 I I� \ 6200o °- /► _2 63� \ 1 M 6j, 0.33 2.7 v CIACN N �� _ - - N y i� 1 \ J �"� 'I 634 \�� �w I �� r I� B 2 I , 63 g-3 II I s �� Q0 I � s3g �` I S/ TE BM #52 0.21 1.7 \ 0.20 1.7 32 _ _ 0.20 1.7 vX 1 I � i �70o YEAR �� LOT 10, BLOCK 3 / � � / \ l / I \ ii�/ ���ooDPLAIN i I �`�� / o I I V SIFNA PHASE THREE C- / I 1 1 0.32 2.7 \ M CAB. A, SLIDE 8352 62 N \ S P.R. T C. T. / I /�j /// 00 YEAR \ I I / I I A 6, I EX ZONING = SF20A // / LOODWAY J I L.U.D. = FLOOD PLAIN I / j /�\ / I i I I C-3 �� t 0.34 2.8co v �R 1 �LI ' �1 I wy� \ I ��vA I I 1 I I / 1 I D-6 1 �i 1 vvvI ,� I '� �' �• I I M 6 43 3 0 I .. IN,/,/ ; /,,I 1 60) o -- C-1 i C-2 lrXi/ I \ I I \ 1 / ; ' I Q o 0.19 1.6 0 1 0.29 2.4 1 / \ cc, ' \ / / //� � 1 j/ /j ��/ / �� \\ �\ V 1 I / r /�� �3Q� �� m Lu LOT 11, BLOCK 3 / \I / �. _ , 11 SIFNA PHASE THREE I / / I� / A \ 1 I - Q CAB. A, RSLID T 8352 I / / / / / \ \ \ \ I M 1 _ I i \ \ I 1 1 i Q EX ZONING = SF20A I I / / // / �/ \ \ \ \ ` A 3 ` II J / / - // �I 0 > L.U.D. = FLOOD PLAIN ( 0.33 2.7 / a = M F1 N 4/1 �_I 0 `► 0.29 2.4 I 0.37 3.1 1 La I 2.3 6.4 D_5 I 1 1 --` - � - -1- QD 0.29 2.4 Fj 'IVA, I I co I 7 v v vv O D-4 COMMON AREA #7 / SIFNA PHASE THREE CAB. A, SLIDE 8352 / I \ V �j/ /�A\\� \ V A A - r\ m � 1 P.R. T. C. T. I / / J / /i �i Vvo� v v ►� A v 0.14 1.2 EX ZONING - SF20A \ 1 � a I / L.U.D. = FLOOD PLAIN ^-� \ D-� 1 I 0.08 0.7 / l�/ A �� 0.20 1.7 / \ \ \\\ \ - 0.03 0.2 - \ \ / 6sn sl TE BM #51 -� 633 �fj34 633 - 62g 629 630 631,0 H E --- l- --- " _L/= - - E-I -fin rrAc _ - LOT 77R r i ti _�------✓ /� i633---- FH -- 0 05 0 4 06 CD U)wQ � Q �a0� J Lu w W J W Q Z = J zLu Q�� w � cn a BENCHMARKS: \ SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 0 0 0 U) w u1 J 2 H Z) O o Lu W U Z) w� o Lu wow w 0 z0- o 0 oo�~ Nw� rl ono ZZwUO0i\ w a OC ~� zZ o O U L.L. 0�2Z Z 0p0 & Q �Qmmryo a o}c z 2 Lu a DOI No. 2018117.00 0 0 T 00 JG ALL No 18 ADDITION INST 211047989 \\ o P. T C. T. I O D \ Ex ZONI = CS z l7 L.U.D. = FLOOB.3PLAIN O CITY CASE N O . ZAXX-XXXX o NOTES: 1. ALL SEWER LINE SHALL BE SDR-35 PVC. 2. ALL WATER PIPE SHALL BE SDR-18 C-900. 3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 4. ALL SEWER SERVICES ARE PRIVATE. 5. ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER AND PUBLIC FROM THE METER TO THE WATER MAIN. 6. ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE FROM DRAINAGE STRUCTURES AND SEWER SERVICES. 7. THE LOCATION OF EXISTING WATER AND SANITARY SEWER UTILITIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO THIS PLAN. 8. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 42" UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE CITY ENGINEER. 9. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT LEAST 3' BEHIND BACK OF CURB. 10. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. 11. INSTALL BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR SPRINKLER SYSTEM ON RISER. v, LOT 7 -31,204 SF LOT 3, BLOCK A TIFFANY ACRES LOT 2, BLOCK A VOL. 388-121, PG. 33 TIFFANY ACRES P.R. T C. T. VOL. 388-721, PG. 33 EX ZONING - AG I P.R. T. C. T L.U.D. = FLOOD PLAIN I EX ZONING = AG L.U.D. =MIXED USE I 10' UTILITY — - - - - - - EA SEMEN T — - - - - - - --�- _ - - - - - - INSTALL: - - - - Y - - - - - - - - - - - - -- - - - - - - ` - O O O C O 4" SS SERVICE � SANITARY SEWER LOT 1 INSTALL: SSMH U� LEGEND M o 70 9 H w PROP. 8 WATER LINE # PROP. FIRE HYDRANT rT1 H � MICHAEL ^ w N PROP. SEWER MANHOLE Ua'"i m �p PROP. 8" SEWER LINE 'NSITE M w M UNION CHH - Wo � p UR o PROP. CULVERT O z� V ��� w EXIST. WATER MAIN 0 15 30 60 z o p w wo � Q uo EXIST. SEWER MAIN a O x O m FIRE LANE ( IN FEET) O 1 INCH 30 FT a f LOT 1, BLOCK A TIFFANY ACRES VOL. 388-121, PG. 33 P. R. T C. T EX ZONING = AG L. U. D. - MIXED USE INSTALL: --- FDC /& DRAINAGE 54,408 SF INSTALL: EASEMENT � WTR SERVICE INSTALL: WTR SERVICE, LOT 10, BLOCK 3 100 YEAR � FLOODPLAIN SIENA PHASE THREE �- CAB. A, SLIDE 8352 \ JJ P.R. T. C. T \ 100 YEAR EX ZONING = SF20A \ \ FLOOD WAY L.U.D. = FLOOD PLAIN / I / I // I C ol 1 / LOT 11, BLOCK 3 I / SIENA PHASE THREE CAB. A, SLIDE 8352 LOT 6 P.R. T C. T 57,223 SF EX ZONING = SF20A I L.U.D. = FLOOD PLAIN I I � / I •' W V I / I SSMH I I � � 15' SANITARY SEWER EASEMENT SANITARY SEWER & DRAINAGE IN STALL: l I EASEMENT COMMON AREA #1 I / INSTALL: SIENA PHASE THREE � 4" SS SERVICE LOT 5 CAB. A, SLIDE 8352 l / 24,957 SF P.R.T.c.T. I / CONNECTTO \ EX ZONING = SF20A EX SSMH I / L.U.D. = FLOOD PLAIN INSTALL: I \ WTR SERVICE I \ 6" FIRE LINE 0HEI------------ LOT 1IR C ALL No 18 ADDITION \ INST , .277047989 C. T \ / = cs I J08,PLAl\ 6" FIRE LINErM/A V INSTALL: q SSMH j,_lz i 15' WATER LINE EASEMENT i 15' DRAINAGE7J EASE-MENT i hl, �I - E. �H� C0(,, FA Cl OHE A C] EB� F� \ W/D I I 15' DRAINAGE EASEMENT I i I I U 15' DRAINAGE J/ EASEMENT y I � i IF BM #52 Q O >� Lu = J ::) 0 m W J U) m Q aQ 0 > I _] 11 I 9 J — ,M SITE BM #57 / FH 15' WATER LINE EASEMENT Z Q J a W U) Q ~ ::) W JOB �ww Y � 2 a < 3: 2 z F___ Lu D J � O W / BENCHMARKS: \ SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 0 A 0 0 0 U) Q X W LJJ / \ Y Q J 2 H 0 o W W U w O wawa w Z p a _ 0 ooa~ N L�o� Lu °r Nwono = ~ ZZWUO)\ w-a �~of 0 O C) z ILL ONZ Z 0- Hamm�O Z Lu d DOI No. 2018117.00 0 ro 04 0 4 z CITY CASE N O . ZAXX-XXXX o LOT 3, BLOCK A TIFFANY ACRES VOL. 388-121, PG. 33 P.R. T C. T. EX ZONING - AG L.U.D. - FLOOD PLAIN �C C o�\o x � C o� LOT 7 S- O O O ' 31,204 SIF c_ oU o �21s \ \ LOT 3 \ LOT 70, BLOCK 3 100 YEAR 41,2/-4 SF \SIENA PHASE THREE FLOODPLAIN\ CAB. A, SLIDE 8352 \ JJ P.R. T. C. T \ 100 YEAR EX ZONING = SF20A \ \ FLOOD WAY L.U.D. = FLOOD PLAIN / � I / I ol l C LOT 4 \ LOT 77, BLOCK 3 36,91 SF I / SIENA PHASE THREE CAB. A, SLIDE 8352 I LOT 6 P.R. T C. T 57,223 SF EX ZONING = SF20A L.U.D. = FLOOD PLAIN I I � � ' W I � I HHHH OCO \ I COMMON AREA #1 I LOT 5 SIENA PHASE THREE CAB. A, SLIDE 8352 I �� 24,957 SF P.R. T C. T. q EX ZONING = SF20A PLAIN L.U.D. =FLOOD PLAIN I � c�5 I�lb - - - - - - - - - - - -- - LOT 77R JG AL\ON 8ADDITION7S,IN047989 TE= CS \ � I L.U.D. = FL008,PLAl� LOT 2, BLOCK A TIFFANY ACRES VOL. 388-727, PG. 33 P. R. T. C. T I EX ZONING = AG L. U. D. - MIXED USE I LOT 1 54,408 SF 70' UTILITY EASEMENT LOT 1, BLOCK A TIFFANY ACRES VOL. 388-121, PG. 33 P.R. T. C. T EX ZONING = AG L. U. D. - MIXED USE Fj Ic LOT 2 57,424 SF OH �H� I Lull �7 E — — — ac OHE E EB EM F M• 1709 U) Q w� MICHAEL ^ m o SITE wo a C) UNION CHURCH � n., p � � O 0 15 30 60 z �owo ( IN FEET ) 1 INCH = 30 FT � Q x a w x Z LEGEND W U) U) U) Q - Lli CONCRETE STREET PAVEMENT w O V J W CONCRETE SIDEWALK PAVEMENT Q w Z Tw Q i 0 U) IJ w 5' WIDE SIDEWALK I d` BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 3: SITE BM #52 o "X" IN CONCRETE S TE BM #52 ELEV = 640.25 i i I -3 Q0 S WIDE SIDEWALK VI tS1 TF BM #51 CITY CASE NO. ZAXX-XXXX l cn X w 1 ~ w \ Y J 2 H O o w W U w o' O 0, uj ?00, w _ L1 ofo ~ 0 Oo N �`o� w °rn� cnw �,t0 2 ~ ZZWU0)\ LLJ �0� O U Z 0 ILL 0 N Z Z Noo .. a �Qmmryo Z_ J w 1 � DOI No. 2018117.00 0 n T oo O f 04 z 6 s o - m white Oa4.Cienian9 �g 0 a or � a �reewooa or w ° 4 WM Siena Or Greenbrier or w Union chuah ad W Continental Blrrl Trail ryGle, Ln Graphic Scale in Feet a_ rrel i a 0 50' 100' 150' SCALE: 1 "=50' VICINITY MAP NOT TO SCALE LOT LINE TABLE LINE BEARING DISTANCE A B B R E V I A T 1 0 N S LL1 N 39'48'08" E 32.14' LL2 N 01'20'18" E 97.49' P.R.T.C.T. PUBLIC RECORDS OF TARRANT COUNTY, TEXAS LL3 S 88'27'02" E 40.60' VOL. VOLUME LL4 N 69'36'02" E 27.46' PG. PAGE LL5 S 20'23'58" E 35.72' DOC. NO. DOCUMENT NUMBER LL6 S 65'23'S8" E 20.74' C.M. CONTROLLING MONUMENT IRF IRON ROD FOUND R.O.W. RIGHT-OF-WAY L E G E N D NOT TO SCALE 0 BOUNDARY CORNER O LOT CORNER • EASEMENT CORNER TRACT II-1.036 ACRES C&T LAWNS, L.L.C. DOC. NO. D209073335 P.R.T.C.T. 1/2" IRS w/CAP "SPRY 5647" 04 h LOT 9, BLOCK 3 W SIENA PHASE THREE R DOC. NO. D203167358 O P.R.T.C.T. h 2 5/8" IRF W/ CAP w "PB&J INC." (C.M.) F9 1, • EO v O J) n U I c W I 15' U.E. VOL. 11077, PG. 220 P.R.T.C.T. I I 253.51 ' \ N 0 T E S All bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone. 2. Unless otherwise noted, all boundary and/or lot corners for the subject property shown hereon are 1/2" iron rods set with a cap stamped "SPRY 5647". 3. According to the Flood Insurance Rate Map No. 48439CO090L, published by the Federal Emergency Management Agency, dated: March 21, 2019, and Flood Insurance Rate Map No. 48439CO095K, published by the Federal Emergency Management Agency, dated: September 25, 2009 a portion of the surveyed property shown hereon lies within the special flood hazard area designated as Zone"AE", inundated by the 100-year flood. A portion also lies within the special flood hazard area designated as shaded Zone "X", defined as areas between the limits of the 100-year flood and the 500-year flood; or certain areas subject to 100-year flooding with average depths of less than one (1) foot or where the contributing drainage area is less than one (1) square mile; or areas protected by levees from the base flood; further, local permitting agencies may require actual topographic support data for final determination of flood limits regarding construction permits. Additionally a portion lies within the Floodway Area in Zone "AE". The Floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1 % annual chance flood can be carried without substantial increases in the flood height. further, local permitting agencies may require actual topographic support data for final determination of flood limits regarding construction permits. 4. On the issue date of this survey the surveyed property shown hereon is zoned L1 & L2 (Light & Heavy Industrial) according to the City of Southlake zoning ordinance maps. Refer to said zoning ordinance for minimum and maximum setback requirements. EASEMENT LINE TABLE I LINE BEARING DISTANCE EL1 S 89'43'20" W 112.49' EL2 N 89'43'20" E 129.38' EL3 S 00*16'40" E 12.07' EL4 S 89'43'20" W 10.00' EL5 N 00*16'40" W 9.15' EL6 S 45*16'40" E 15.74' EL7 S 00*16'40" E 85.36' EL8 S 45*16'40" E 5.37' EL9 N 89'43'20" E 146.70' EL10 S 89'43'20" W 152.92' EL11 N 45*16'40" W 17.80' EL12 N 00*16'40" W 85.36' EL13 N 45*16'40" W 3.92' EL14 S 89'43'20" W 5.01' EL15 S 00-16'40" E 43.50' EL16 S 89'43'20" W 10.00' EL17 N 00*16'40" W 43.50' EL18 N 00*16'40" W 16.00' EL19 N 89'43'20" E 10.00' I EL20 S 00*16'40" E 16.00' 1.040 ACRE RBJH REAL ESTATE, LLC DOC. NO. D218040110 P.R.T.C.T. EASEMENT LINE TABLE CONTINUED I I EASEMENT LINE TABLE CONTINUED LINE BEARING DISTANCE I I LINE BEARING DISTANCE EL21 N 00*16'40" W 11.00' I I EL41 N 89'43'20" E 312.10' EL22 N 89'43'20" E 10.00' I I EL42 N 00*16'40" W 15.00' EL23 S 00*16'40" E 11.00' I I EL43 S 89'43'20" W 317.59' EL24 S 44'43'20" W 4.34' I I EL44 S 00*16'40" E 94.24' EL25 N 45*16'40" W 10.00' I I EL45 S 89'23'37" E 85.76' EL26 N 44'43'20" E 8.62' I I EL46 N 44'43'20" E 43.85' EL27 S 89'43'20" W 9.74' I I EL47 N 00*16'40" W 167.89' EL28 S 00*16'40" E 18.39' I I EL48 N 89'43'20" E 15.00' EL29 N 69'36'02" E 9.85' I I EL49 S 00*16'40" E 174.11' EL30 N 20'23'58" W 10.00' I I EL50 S 44'43'20" W 56.41' EL31 S 69'36'02" W 9.85' I I EL51 N 00*16'40" W 97.56' EL32 N 69'36'02" E 9.00' I I EL52 N 89'43'20" E 12.52' EL33 N 20'23'58" W 10.00' I I EL53 S 67'46'40" E 50.21' EL34 S 69'36'02" W 9.00' I I EL54 N 89'43'20" E 50.89' EL35 N 69'36'02" E 9.85' I I EL55 N 29'43'20" E 56.59' EL36 N 20'23'58" W 10.00' I I EL56 S 60*16'40" E 15.00' EL37 S 69'36'02" W 9.85' I I EL57 S 29'43'20" W 65.25' EL38 N 69'36'02" E 13.64' I I EL58 S 89'43'20" W 62.53' EL39 N 20'23'58" W 10.00' I I EL59 N 67'46'40" W 32.44' EL40 S 69'36'02" W 5.32' I I EL60 S 77*54'13" W 39.79' FORMERLY BLOCK A, TIFFANY ACR -S VOL. 388-121, PG. 33 VACAT-D VOL. 10023, PG. 1625 P.R. f.C.T. 0.558 ACRE K & B PROPERTIES, L.P. DOC. NO. D215217904 P.R.T.C.T. S 88'33'30" E 835.72' That I, David Carlton Lewis, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby certify that I have prepared this plat from an actual on the ground survey of the land and the monuments shown hereon were found and/or placed under my personal supervision and in accordance with the Platting Rules and Regulations of the City Plan Commission of the City of Southlake, Texas. This document shall not be recorded for This drawing be for �� °°°RO F TF any purpose. shall used P0G\SrE�°��U) � REVIEW PURPOSES ONLY o °* 0000°oo 0000000000000000000000 o ° DAVID CARLTON LEWIS David Carlton Lewis o °°°°°°°°°°°°°°°°°°°4A°° poop 5647 Poo R.P.L.S. No. 5647 00000 S\Q 0 q'l�p °S R�� Date: December 27, 2019 U ------------------------------ David Carlton Lewis, R.P.L.S. Texas Registration No. 5647 Spry Surveyors, LLC 8241 Mid Cities Blvd Ste 102 North Richland Hills, TX 76182 EASEMENT LINE TABLE CONTINUED I EASEMENT CURVE TABLE LINE BEARING DISTANCE I CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE EL61 N 89'43'20" E 22.50' I EC1 30.00' 12.91' 12.81' N 77'57'06" W 24'39'08" EL62 S 77'53'57" W 169.55' I EC2 30.00' 47.12' 42.43' S 44'43'20" W 90100'00" EL63 S 50*53'17" W 69.87' I EC3 54.00' 84.82' 76.37' S 44'43'20" W 90*00,00" EL64 N 5116'22" E 78.46' I EC4 54.00' 65.86' 61.85' N 55*20'19" W 69'52'42" EL65 N 77'54'29" E 170.85' I EC5 54.00' 103.79' 88.53' N 34'39'41" E 110*07'18" EL66 N 20'23'58" W 56.53' I EC6 54.00' 50.17' 48.38' S 63'39'51" E 5313'37" EL67 S 89'43'20" W 74.64' I EC7 30.00' 27.87' 26.88' S 63'39'51" E 5313'37" EL68 N 89'43'20" E 68.72' I EC8 30.00' 12.71' 12.62' N 77'34'55" E 24*16'51" EL69 N 20'23'58" W 4.79' I EC9 30.00' 47.12' 42.43' S 45*16'40" E 90100'00" EL70 N 89'43'20" E 77.29' I EC10 30.00' 47.12' 42.43' S 44'43'20" W 90'00'00" EC11 30.00' 36.59' 34.36' N 55*20'19" W 69'52'42" EC12 30.00' 57.66' 49.19' N 34'39'41" E 110*07'18" MICHAEL DRI VE (50' R. 0. W.) JOSEPH PENNINGTON, INC. DOC. NO. D216069776 P.R.T.C.T. FENCE POST 582.21' � CORNER LOT 1 103 15' \ 54,408 SQ.FT. 15' DRAINAGE EASEMENT LOT 7 \ \ N SANITARY SEWER & 1.2490 ACRES (BY THIS PLAT) 31,204 SQ.FT. \ \ J DRAINAGE EASEMENT 0.7163 ACRE \ \ (BY THIS PLAT) MARK STANFIELD & MELVA STANFIELD WATER EASEMENT VOL. 13112, PG. 260 P.R.T.C.T. 24' FIRELANE EASEMENT (BY THIS PLAT) \ (BY THIS PLAT) O O EL69 EL70 N 8943'20" E 230.89' EC6 EL52 v`� / 15' U.E. \ \ 15.01' EL68 -� • „ 2p,� EL5 VOL. 11077, PG. 255 \ \ �_ N 89 °43 20 E 339.34 ?, S3 EL54 / h P.R.T.C.T. \ \ 0.65� EL67 L�4 G4V j 3 �s• nEL1 m m L22 EL23 \ \\ N LL3 ,5 t2 - N 89 43'20" E 230.89' L F 09?• N Fc 00 o -�- - /- EL IE08 19.65' \ �, EL40 EL26 10. 2.10 �! 76.73' M - WATER EASEMENT 10.94, EL58 89 °43 D E 179.00 N 89. " EL39 r- -- -� ---- -- �` - 07 06 W 234.86 \ \1 14.25' - - - - _ - - - - (BY THIS PLAT) S 10.47'1 - \ WATER EASEMENT -t - EL \ \ <<6 3� (BY THIS PLAT) EL24 5.96 ;567 - - - - - - - - - _ - E \ c,, 9.73' \ EL 10' TRI-COUNTY ELECTRIC N MM'�G�' L4 WATER EASEMENT \ o EL36 CO-OPERATIVE INC. R.O.W. EASEMENT- LOT 3 EL5 LOT 10, BLOCK 3 \ 0 35 00 (BY THIS PLAT) \ L VOL. 9300, PG. 949 P.R.T.C.T. 41,244 SQ.FT. PASSING X�T 269�.43' � � � SIENA PHASE THREE A 5/8" IR� W/ AP Ut \ Z 0.9468 ACRE DOC. NO. D203167358 "PB&J INC.\ pp 15' BUFFER EASEMENT 24' FIRELANE EASEMENT P.R.T.C.T. 15' U.E. ) 0A N 6.965 ACRES (BY THIS PLAT) VOL. 11077, PG. 230 I (BY THIS PLAT) U` W UT P.R.T.C.T. BLOCK 1 -EL43 - - - - t- I 6.39' N 89'43'20 E 307.90• 1 �' LOT 2 Lo _ -o N 9.59� 3q EL33 - EL41 s' 41 I w 57,424 SQ.FT. EL48 o Q cV LOT 6 N o EL 15' DRAINAGE EASEMENT O 1 . O 1.3183 ACRES 57 223 SQ.FT. �� o WATER EASEMENT (BY THIS PLAT) O �' I 41 � N p (BY THIS PLAT) cp J N I 1.3137 ACRE w �, N E�32 N o 0 o I o 7� l� �, 1 LOT 4 O I 24' FIRELANE EASEMENT I m O � E�3 EL30 36,931 SQ.FT. ( (BY THIS PLAT) I m N 0.8478 ACRE �I LOT 11, BLOCK 3 �� I"� C, E g O 5 SIENA PHASE THREE to IW N o N Q I� N N WATER EASEMENT ^� 3 98• I I O J 0 DOC. NO. D203167358 Q 6, (BY THIS PLAT) L27 ' P. R. T. C. T. I� -24' FIRELANE EASEMENT r• O I \ (BY THIS PLAT) 7 r- SANITARY SEWER &� CD n ^0 m CD DRAINAGE EASEMENT Inv G I �' ^1 20 D.E. (BY THIS PLAT) �F03� S 89'43'20" W 168.42' E6�0 �, 21 -VOL. 15882, PG. 41 6.39' EL61 �� - - - - - - �28013. 0'� F P.R.T.C.T. 2�' 5.65 � N 88°43'20" E 260.27' EL13 5.37 cr �`C' 7J.J2' 1_. 'r 10. 00' _ 15& 56' 5 • I / I EL6 E� 0 _TTS 8943'20" W 168.42' EL14 15' WATER EASEMENT mr I (BY THIS PLAT) - - - - - - - _J 0.75 ACRE r- 10' WATER EASEMENT 3.824 ACRES rj I Ini 15' DRAINAGE EASEMENT I r I �2 vIARK STANFIELD & MELV STANFIELL I Icn (BY THI� PLAT) MARK STANFIELD & o - EL6 � V (BY THIS PLAT) COMMON AREA IN 1 I DOC. NO. D206079530 R.T.C.T. LOT 5 MELVA STANFIELD ml rn SIENA PHASE THREE I / ll�� VOL' 13551, PG. 61 '- p 67358 I ��� 15' SANITARY SEWER EL16 24,57 SQ.FT. P.R.T.C.T. I I �k6 DOC. NO. D2C.T / EASEMENT O.5 29 ACRE I I �, p P.R.T.C.T. g g�' / �6�J (BY THIS PLAT) - 10' BUFFER EASEMENT - EL9 / � - I- 15.00' (BY THIS PLAT) - ------ ----� ---------� 1/2" IRS w/CAP PASSING AT 428.19' A "SPRY 647" 15.. �4� 250.61' 111 I 217 78' �j Lit 1/2" IRF w/CAP "RPLS 4818" 1/2" IRF BEARS \ 1T1 -''j - - 1 . , „ , �� II ,IIiIII111111I 101.6i3 S 10'50' W-4.42' \ APPARENT GAP `APPARENT GAP N 89 23 37 W 667.90 \`5.25 / 4+ P. , B. 7.19' 1/2" IRF(D.M.) 20' ROAD EASEMENT AREA IN CONFLICT \ \ LOT 11 R -VOL. 5442, PG. 903 P.R.T.C.T. 670 SQ. FT. \ MODIFIED VOL. T. PG. 50 LOT 12, BLOCK 3 J.G. ALLEN NO. 18 ADDITION SIENA PHASE THREE DOC. NO. D2110479989 P.R.T.C.T. DOC. N0. D203167358 15' U.E. 12.87' NO. R.O.W. DEDICATION VO. 11077, PG. 235 \ DOC. NO. D211047989 P.R.T.C.T. P. R. T. C. T. P.R.T.C.T. I Q U iY F_: :2 _J Q� U J Z LO aQ=a-c3 U Q a_ Z J W W J00 Q LU N U J O GREENBRIAR DRIVE (56' R.O. W.) Y ~ U a� ULn� wo U Z � mma N >rn ooi 00 00 0' OO F7 Z U o 0o� a_ - oo� <� N N moo NpLn oZQ J Q U Zor- ono N - L0 CLowF- �OQO(U � H N � H 0 J��2Q� F-� O a] Za U OWNER'S DEDICATION STATE OF TEXAS COUNTY OF TARRANT WHEREAS, Mark W. Stanfield and Melva G. Stanfield, are the owners of all that certain 6.965 acres of land, by virtue of the deeds recorded in Volume 13551, Page 61, Volume 13112, Page 260, and Document Number D206079530 in the Public Records of Tarrant County, Texas (P.R.T.C.T.), in the J. G. Allen Survey, A-18, City of Southlake, Tarrant County, Texas, and more particularly described by the metes and bounds as follows: (all bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone) BEGINNING at a 1/2" iron rod found for the southeast corner of said 3.824 acre tract, common to the southeast corner of the herein described tract, in the west right-of-way line of Davis Boulevard (120' Right -Of -Way); THENCE North 89° 23' 37" West - 667.90' to a 1/2" iron with a cap stamped "SPRY 5647" set for the southwest corner of the herein described tract, comm to the southwest corner of said 3.824 acre tract, in the east line of Block 3, Siena Phase Three, recorded in Document Number D203167358 P.R.T.C.T., from which a found 1/2" iron rod bears South 10' 50' West - 4.42'; THENCE North 10' 50' 05" East passing at a distance of 267.43', a 5/8" iron rod with a cap stamped `PB&J INC." found for the southeast corner of Lot 10, of said Block 3, Siena Phase Three, and continuing for a total distance of 323.92' (called 321.49'), to a point for corner of the herein described tract, common to the northeast corner of said Lot 10, Block 3, Siena Phase Three (falls in creek); THENCE North 89° 07' 06" West - 234.86' to a 5/8" iron rod with a cap stamped "PB&J INC." found northwest corner of Lot 10, Block 3, Siena Phase Three, in the east line of Lot 9, of said Block 3, Siena Phase Three; THENCE North 01° 57' 06" East - 125.00' along the east line of said Lot 9, Block 3, Siena Phase Three, to a 1/2" iron rod with a cap stamped "SPRY 5647" set for the northwest corner of the herein described tract, in the south line of Tract 11 - 1.036 acre described in the deed to C&T Lawns, LLC., recorded in Document Number D209073335 P.R.T.C.T.; THENCE South 88' 33' 30" East - 835.72' to a fence corner post found for the northeast corner of the herein described tract, common to the southeast corner of the tract of land described in the deed to Joseph Pennington, Inc., recorded in Document Number D216069776 P.R.T.C.T., in the west right-of-way line of said Davis Boulevard; THENCE South 00' 16' 40" East - 432.74' along the west right-of-way line of said Davis Boulevard, to the POINT OF BEGINNING and containing 6.965 acres of land. NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT, We, Mark W. Stanfield and Melva G. Stanfield, do hereby adopt this plat designating the herein before described real property as Lots 1-7, Block 1, Stanfield Addition, an addition to the City of Southlake, Tarrant County, Texas, and we do hereby dedicate the rights of way, streets, alleys, parks and easements shown thereon to the publics' use unless otherwise noted. This plat does not alter or remove existing deed restrictions or covenants, if any, on the property. Witness my hand this Mark W. Stanfield NOTARY CERTIFICATE STATE OF TEXAS COUNTY OF TARRANT dayof -------------------- Melva G. Stanfield Before me, the undersigned authority, a Notary Public in and for the said County and State, on this day personally appeared Mark W. Stanfield and Melva G. Stanfield, known to me to be the persons whose names are subscribed to the foregoing instrument and acknowledged to me that he/she executed the some for the purposes and considerations expressed herein. Given under my hand and seal of office, this - - - - - day of My Printed Name Notary Stamp: My Commission Expires SURVEYOR: Spry Surveyors, LLC 8241 Mid -Cities Blvd., Ste.102 North Richland Hills, TX 76182 Phone: 817-776-4049 Firm Reg. No. 10112000 ENGINEER: DeOtte, Inc. 420 Johnson Road, Ste. 303 Keller, TX 76248 Phone: 817-337-8899 OWNER: Mark W. Stanfield and Melva G. Stanfield 318 Pebblebrook Grapevine, TX 76051 APPROVED BY THE PLANNING & ZONING COMMISSION Date: --------------------------------- Chairman: P&Z Secretary: APPROVED BY THE CITY COUNCIL Date: Mayor: ---------------------------------- City Secretary: A FINAL PLAT OF LOTS 1-7, BLOCK 1 STANFIELD ADDITION AN ADDITION TO THE CITY OF SOUTHLAKE, BEING ALL OF THREE TRACTS OF LAND CONVEYED TO MARK W. AND MELVA G. STANFIELD, RECORDED IN VOLUME 13551, PAGE 61, VOLUME 13112, PAGE 260, AND DOCUMENT NUMBER D206079530 IN THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, WHICH IS 6.965 ACRES IN THE J. G. ALLEN SURVEY, A - 18 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SPRY PROJECT NO. 115-001-30 DATE: DECEMBER 2019