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Item 4L - Plats> c L n I 0 n I CO .5 C3 0 0 Cn WE / v n 0 0 rn E O 0- I o� N j I c 0 N 0 N N rz 0 Ln S o - 2 ; white Oa4.Cie -, 79f8 ktkhael or - Greenwood Dr w 6 9 Siena Or 3reenb"r or Union Ch"rth kd VICINITY MAP NOT To SCALE A B B R E V I A T 1 0 N S W Continental Blrcl Graphic Scale in Feet 0 50' 100' 150' SCALE: 1 "=50' P.R.T.C.T. PUBLIC RECORDS OF TARRANT COUNTY, TEXAS VOL. VOLUME PG. PAGE DOC. NO. DOCUMENT NUMBER 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" O O 04 LOT 9, BLOCK 3 W SIENA PHASE THREE R DOC. NO. D203167358 O P.R.T.C.T. O 2 5/8" IRF W/ CAP' "PB&J INC." (C.M.) 15' U.E. VOL. 11077, PG. P.R.T.C.T. LOT LINE TABLE LINE BEARING DISTANCE LL1 N 39'48'08" E 32.14' LL2 N 01 *20'18" E 97.49' LL3 S 88'27'02" E 40.60' LL4 N 69'36'02" E 27.46' LL5 S 20'23'58" E 35.72' LL6 S 65'23'58" E 20.74' 253.51 ' 15' J. 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 PASSING�T 2s SIENA PHASE THREE A 5/8" IR� W/ DOC. NO. D203167358 "PB&J INC.\ P.R.T.C.T. 15' u.E. VOL. 11077, PG. 230 P.R.T.C.T. I I 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 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 I S 89'43'20" W 152.92' EL11 1 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 I N 00*16'40" W 43.50' EL18 N 00*16'40" W 16.00' EL19 N 89'43'20" E 10.00' EL20 S 00*16'40" E 16.00' 1.040 ACRE RBJH REAL ESTATE, LLC DOC. NO. D218040110 P.R.T.C.T. ,I -I ry lrn � , LOT 11, BLOCK 3 SIENA PHASE THREE 4)IW 5' DRAINAGE EASEMENTT (BY THIS PLAT) N J J 15.01' _ 0.65' EL68 EL67 009 N LL3 EASEMENT LINE TABLE CONTINUED LINE BEARING DISTANCE EL21 N 00-16'40" W 11.00' EL22 N 89'43'20" E 10.0V EL23 S 00*16'40" E 11.00' EL24 S 44'43'20" W 4.34' EL25 N 45*16'40" W 10.00' EL26 N 44'43'20" E 8.62' EL27 S 89'43'20" W 9.74' EL28 S 00*16'40" E 18.39' EL29 N 69'36'02" E 9.85' EL30 N 20'23'58" W 10.00' EL31 S 69'36'02" W 9.85' EL32 N 69'36'02" E 9.00' EL33 N 20'23'58" W 10.00' EL34 S 69'36'02" W 9.00' EL35 N 69'36'02" E 9.85' EL36 N 20'23'58" W 10.00' EL37 S 69'36'02" W _9. _85' EL38 N 69'36'02" E 13.64' EL39 N 20'23'58" W 10.00' EL40 S 69'36'02" W 5.32' 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. S 88'33'30" E 835.72' 314.22' SANITARY SEWER & DRAINAGE EASEMENT (BY THIS PLAT) EASEMENT LINE TABLE CONTINUED LINE BEARING DISTANCE EL41 N 89'43'20" E 312.10' EL42 N 00-16'40" W 15.00' EL43 S 89'43'20" W 317.59' EL44 S 00*16'40" E 94.24' EL45 S 89'23'37" E 85.76' EL46 N 44'43'20" E 43.85' EL47 N 00-16'40" W 167.89' EL48 N 89'43'20" E 15.00' EL49 S 00*16'40" E 174.11' EL50 I S 44*43'20" W 56.41' EL51 N 00*16140" W 97.56' EL52 N 89'43'20" E 12.52' EL53 S 67'46'40" E 50.21' EL54 N 89'43'20" E 50.89' EL55 N 29'43'20" E 56.59' EL56 S 60*16'40" E 15.00' EL57 S 29'43'20" W 65.25' EL58 S 89'43'20" W 62.53' EL59 N 67'46'40" W 32.44' EL60 S 77*54'13" W 39.79' EASEMENT LINE TABLE CONTINUED LINE BEARING DISTANCE EL61 N 89'43'20" E 22.50' EL62 S 77'53'57" W 169.55' EL63 S 50*53'17" W 69.87' EL64 N 5116'22" E 78.46' EL65 N 77'54'29" E 170.85' EL66 N 20'23'58" W 56.53' EL67 S 89'43'20" W 74.64' EL68 N 89'43'20" E 68.72' EL69 N 20'23'58" W 4.79' EL70 N 89'43'20" E 77.29' MICHAEL DRI VE (50' R. 0. W.) JOSEPH PENNINGTON, INC. DOC. NO. D216069776 P.R.T.C.T. 582.21 LOT 1 54,408 SQ.FT. 1.2490 ACRES 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT r (BY THIS PLAT) _ N 8943'20" E 230.89' IL EC6 N RA'4.3'9n" F- .3.3.9.34' EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE EC1 30.00' 12.91' 12.81' N 77'57'06" W 24'39'08" EC2 30.00' 47.12' 42.43' S 44'43'20" W 90'00'00" EC3 54.00' 84.82' 76.37' S 44'43'20" W 90*00,00" EC4 54.00' 65.86' 61.85' N 55*20'19" W 69'52'42" EC5 54.00' 103.79' 88.53' N 34'39'41" E 110*07'18" EC6 54.00' 50.17' 48.38' S 63'39'51" E 53'13'37" EC7 30.00' 27.87' 26.88' S 63'39'51" E 53'13'37" EC8 30.00' 12.71' 12.62' N 77'34'55" E 24*16'51" EC9 30.00' 47.12' 42.43' S 45*16'40" E 90100'00" EC10 30.00' 47.12' 42.43' 1 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" FENCE POST CORNER 103 15' 15' DRAINAGE EASEMENT (BY THIS PLAT) WATER EASEMENT (BY THIS PLAT) / �`52 �/ �`)/ c S,3 EL54 h �%�2 N 89 43'20" E 230.89' c�'0+9?• �, 00 EL40 EL26 Cj 10.00 M WATER EASEMENT 10.94' rn EL39 r---- -_� \ 14.25' EU3 L- - - - - (BY THIS PLAT) S 10.47'�� - WATER EASEMENT _ i6 37 (BY THIS PLAT) EL24 5.96 67 EL 10' TRI-COUNTY ELECTRIC o EL36 CO-OPERATIVE INC. R.O.W. EASEMENT LOT 3 c6 �M'�v O L35 VOL. 9300, PG. 949 P.R.T.C.T. I� I (ABANDONED BY THIS PLAT) 41,244 SQ.FT. IT 10 Z 0.9468 ACRE 1 I rf LLL EL23 EL2 ECS 32.93' 10.00' 23.00' 53.74' N 89'43'20" E 179.00' EL 5 WATER EASEMENT (BY THIS PLAT) iID ip-N op I 15' BUFFER EASEMENT 24' FIRELANE, DRAINAGE, 6 965 ACRES (BY THIS PLAT) & UTILITY EASEMENT (BY THIS PLAT) o N . ' j BLOCK 1 EL43 6.00'I 6.39' U` 9.00' LOT 2 D N 89'43 20 E 307.90 9.59' �+ EL41 s' 41 I w 57,424 SQ.FT. LOT 6 U' o �3Ar EL33 N E Z\ 15' DRAINAGE EASEMENT O Ito 1.3183 ACRES 57 223 SQ.FT. 0 o WATER EASEMENT N N 0 (BY THIS PLAT) (BY THIS PLAT) O TRACT ONE cn � to to 1.3137 ACRE w E�32 o (OPEN SPACE LOT) rn, w�� N LOT 4 MEL-MAR p IO 24' FIRELANE, DRAINAGE, (DRAINAGE EASEMENT) `Co U, `� EL3� EL30 �' '\N 36 931 SQ.FT. PROPERTIES, LLC. (n & UTILITY EASEMENT (BY THIS PLAT) m � o O.H478 ACRE DOC. N0. D21504992 p0 c,o �_ o_ L29 E P.R.T.C.T. _ N N DOC. NO. D203167358 "PIS N �\ WATER EASEMENT O Q 24' FIRELANE, DRAINAGE, (BY THIS PLAT) L27 ^ 3'981 P.R.T.C.T. OIL SANITARY SEWER &��+ \ CID.'� r & UTILITYTHIS PLAT) Na Na /p1� DRAINAGE EASEMENT �F. I N �G ^1 20' D.E. (BY THIS PLAT) 0'>> LS 8943'20" W 168.42' - 21 VOL. 15882, PG. 41 6.39' EL61 �- - - - - - �2 g913. 0'� 6, P R T C T N 8 °43'20" E 260 27' 5.65 EL48 1 I 5.37' EL 13 �� JR.' 10.00' 158.56'� QIEL6, r S 8943'20" W 168.42' EL14 15' WATER EASEMENT (BY THIS PLAT) - -----J0.7I I 10' WATER EASEMENT n1 m15' DRAINAGE EASEMENT W vIARK STANFIELD cn (BY THI� PLAT) Vv (BY THIS PLAT) COMMON AREA NO. 1 I EL62 DOC. NO. D206OT 5 rn mSIENA PHASE THREE �%L16 2457 SQ.FT.6DOC. NO. D203167358 ' 15' SANITARY SEWER EASEMENT O.5 29 ACREP.R.T.C.T. g ;647" ' / 6�J (BY THIS PLAT) 11 UFFER EASEMENT EL9 AY THIS PLAT) - - - - - 1/2" IRS wCAP / "SPRY 15. 250.61' 217.78' 1/2" IRF BEARS 10'50' W-4.42' \ \ APPARENT GAP APPARENT GAP N 89�23'37" W 667.90' 5.25' 101.63' 77.40 P. B' \ \ LOT LOT 12, BLOCK 3 SIENA PHASE THREE E. DOC. NO. D203167358 15' , P V0. 11077, PG. P. R. T. C. T. P.R.T.C.T. 20' ROAD EASEMENT VOL. 5442, PG. 903 P.R.T.C.T. AREA IN CONFLICT MODIFIED VOL. 13551, PG. 50 670 SQ. FT LOT 11 R P.R.T.C.T. J.G. ALLEN NO. 18 ADDITION (ABANDONED BY THIS PLAT) DOC. NO. D2110479989 P.R.T.C.T. 1/2" IRF( .M.) 19.65' 9.73' 0C J�E d ol� m N �\_ Q 0 15.00' LL PASSING AT 4P8.19' A 1/2" IRF w/C P "RPLS 4818" 7.19' 1 V I 12.87' R.O.W. DEDICATION NO. D21104798 P.R.T.C.T. GREENBRIAR DRIVE (56' R. 0. W.) Y ~ � U Q H o_ � U N a_ w O U00 Z m m m �N oo i 00 I-n of OO > Z U o � �oQ� ��0 00r_ <(0 N N �ow0 N p (n oZ J Q U zor- ono N 110 w0w� 1.6:2 < H = N m ��110Qa_ mom za U 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, LOT LOT 12, BLOCK 3 SIENA PHASE THREE E. DOC. NO. D203167358 15' , P V0. 11077, PG. P. R. T. C. T. P.R.T.C.T. 20' ROAD EASEMENT VOL. 5442, PG. 903 P.R.T.C.T. AREA IN CONFLICT MODIFIED VOL. 13551, PG. 50 670 SQ. FT LOT 11 R P.R.T.C.T. J.G. ALLEN NO. 18 ADDITION (ABANDONED BY THIS PLAT) DOC. NO. D2110479989 P.R.T.C.T. 1/2" IRF( .M.) 19.65' 9.73' 0C J�E d ol� m N �\_ Q 0 15.00' LL PASSING AT 4P8.19' A 1/2" IRF w/C P "RPLS 4818" 7.19' 1 V I 12.87' R.O.W. DEDICATION NO. D21104798 P.R.T.C.T. GREENBRIAR DRIVE (56' R. 0. W.) Y ~ � U Q H o_ � U N a_ w O U00 Z m m m �N oo i 00 I-n of OO > Z U o � �oQ� ��0 00r_ <(0 N N �ow0 N p (n oZ J Q U zor- ono N 110 w0w� 1.6:2 < H = N m ��110Qa_ mom za U 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 OPEN EXISTING EXISTING PROPOSED NUMBER GROSS SPACE LAND USE ZONING ZONING OF LOTS ACREAGE 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 Tree # Size & Species 403 21" CEDAR 420 7" OAK 421 12" OAK 422 10" OAK 423 7" OAK 424 9" OAK 425 17" OAK 426 12" OAK 427 14" 12" OAK 431 10" 10" OAK 528 24" OAK 529 9" OAK 530 18" OAK 531 29" OAK 617 15" OAK TREES TO REMAIN Tree # Size & Species 618 10" OAK 619 30" OAK 620 6" OAK 621 12" OAK 622 8" OAK 623 21" OAK 624 6" OAK 625 14" 8" 8" OAK 627 12" OAK 629 8" OAK 630 18" 12" OAK 631 12" 9" OAK 632 7" 6" OAK 633 8" OAK 634 5" OAK TREES TO REMAIN Tree # Size & Species 635 7" OAK 636 11" OAK 637 5" OAK 638 7" OAK 639 7" OAK 640 8" 9" OAK 641 12" CEDAR 642 13" OAK 643 15" CEDAR 644 10" 9" OAK 645 8" CEDAR 646 20" OAK 647 7" OAK 648 8" CEDAR 649 6" OAK TREES TO REMAIN Tree # Size & Species 650 7" CEDAR 651 13" CEDAR 652 6" CEDAR 653 7" OAK 654 10" OAK 655 15" OAK 656 15" CEDAR 657 6" CEDAR 658 5" OAK 659 6" OAK 660 5" OAK 661 12" OAK 662 9" 7" OAK 663 7" OAK 664 36" OAK TREES TO REMAIN Tree # Size & Species 665 7" OAK 666 29" OAK 667 14" OAK 668 21" OAK 669 8" OAK 670 8" CEDAR 671 8" CEDAR 672 8" OAK 673 9" OAK 674 10" CEDAR 675 8" OAK 676 21" OAK 677 5" OAK 678 7" CEDAR 679 8" OAK TREES TO REMAIN Tree # Size & Species 680 6" OAK 681 10" OAK 682 7" OAK 683 11" OAK 684 6" OAK 685 4" OAK 686 4" OAK 687 4" OAK 688 5" OAK 689 7" OAK 690 13" OAK 691 4" OAK 693 6" OAK 694 14" OAK 727 30" OAK TREES TO REMAIN Tree # Size & Species 728 10" OAK 729 7" OAK 730 8" OAK 731 24" OAK 732 6" CEDAR 733 29" OAK 739 19" TREE 741 7" OAK 742 26" OAK 743 21" OAK 744 16" OAK 745 9" OAK 746 9" OAK 747 8" OAK 748 7" OAK TREES TO REMAIN Tree # Size & Species 749 16" OAK 750 10" CEDAR 751 10" CEDAR 752 16" CEDAR 753 24" OAK 754 9" OAK 755 9" OAK 756 11" OAK 757 10" OAK 758 12" OAK 759 24" OAK 760 13" OAK 761 10" OAK 763 24" OAK 764 5" OAK TREES TO REMAIN Tree # Size & Species 765 7" CEDAR 769 54" OAK 770 13" OAK 771 19" OAK 775 39" OAK 776 32" OAK 777 9" OAK 778 5" OAK 779 10" OAK 780 10" OAK can 1 LOT 3, BLOCK A I I I TIFFANY ACRF� TREES TO BE REMOVED Tree # Size & Species 404 6" CEDAR 405 24" OAK 406 21" OAK 407 34" OAK 408 18" OAK 428 15" OAK 429 6" 6" OAK 430 9" 13" OAK 439 36" OAK 440 28" OAK 450 31" OAK 453 23" OAK 454 8" 6" 6" OAK 461 31" OAK 462 36" OAK TREES TO BE REMOVED Tree # Size & Species 463 36" OAK 464 20" OAK 465 27" OAK 466 19" OAK 467 21" OAK 477 36" OAK 478 10" OAK 479 22" OAK 480 54" OAK 488 30" OAK 489 24" OAK 490 22" OAK 501 30" OAK 502 36" OAK 503 30" OAK TREES TO BE REMOVED Tree # Size & Species 504 36" OAK 505 10" OAK 506 10" OAK 507 12" OAK 508 12" OAK 509 41" OAK 510 9" OAK 511 9" OAK 512 9" OAK 513 15" OAK 514 12" OAK 515 11" OAK 516 11" OAK 517 13" CEDAR 518 13" OAK TREES TO BE REMOVED Tree # Size & Species 519 8" OAK 520 13" OAK 521 12" 11" CEDAR 522 18" CEDAR 523 12" CEDAR 524 10" OAK 525 15" CEDAR 526 10" CEDAR 527 11" CEDAR 740 24" TREE 766 6" OAK 767 7" OAK 768 8" OAK 772 22" OAK 773 27" OAK TREES TO BE REMOVED Tree # Size & Species 1 774 29" OAK F M 1109 cn Q 0 MICHAEL SITE UNION CHUR H 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT LEGEND TREE TO REMAIN TREE TO BE REMOVED ■ ■ ■ ■ ■ ■I TREE PROTECTION FENCE E BM #52 TREE PRESERVATION CALCULATIONS Q O >� Lu = J D r) O3: m w J U)rr m Q Q S1 TE BM #51 TOTAL EXISTING CANOPY REQUIRED CANOPY PRESERVATION PRESERVED CANOPY REMOVED CANOPY LOT 7 TOTAL EXISTING CANOPY REQUIRED CANOPY PRESERVATION PRESERVED CANOPY REMOVED CANOPY 102,075 S.F. 45,525 S.F. (44.6%) 47,542 S.F. (46.6%) 54,533 S.F. (53.4%) 10,607 S.F. 10,607 S.F. (100.0%) 10,607 S.F. (100.0%) 0 S.F. (0.0%) • U� M 0 0 (s; H � L W N L pe—M W� o0 z cn M o Q'�W z ,Sy M O P. ri--i r � M w v Q G Z Q J a W U) Q 0 W �O� �JLLj W Y LuI J � Z OLu H =O w U) w ry BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 0 0 0 0 0 U) Q X Lu Y Q J O Ll D O J Ll Lu 2 Lu 2 H rr O LL I— Q J I i rr Q z J Lu rr n DOI No. 2018117.00 0 0 T- T MT W T C) N O 5 z CITY CASE NO. ZAXX-XXXX L. o 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 Ld r • w r r I� ` � �/ /may _�� rl. L 1' � 11,�// ('I ', IN i � 1 Cy 11 rr r - .1. 4., (� •ham • � � � � � ■ d '"'�_ i�� �„r �� __�` - `�; .-,�4�'• � / �. f _ � I � it I` ' - rw 1 • O � ` I 1 to1 I d_.._.�' ` r a■ p f0� ' i rI: 1� 1 r r - I J J SO UT AE V. _J • _ f LIP -- - C3 IN _ v • • •- II , -_ - a o; ` 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. _ILL y � I(� �� 1 � � 1 I \ � (\ � I �11�1 I�IIIO1� ��� � � �� �'� `� w _ •/ 1 � �32 I LEGEND NAME DRAINAGE AREA LABEL AC Q 10 FLOW ARROW (POST -PROJECT) MEN! IIIIIIII MEN! DRAINAGE DIVIDE 501 EXISTING CONTOUR MINOR -500- - EXISTING CONTOUR MAJOR RATIONAL METHOD RUNOFF CALCULATIONS DRAINAGE AREAS - EXISTING Desig. Area (AC) Description 'C' Value T, (Min) I1(IN/HR) 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 1 0.30 1 15 1 3.32 1 0.3 1 5.53 1 0.5 1 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 I NA NA NA 1700 NA 2650 *A-1 is 24% (C=0.9) paved and 76% undeveloped (C=0.3) 0 25 50 100 ( IN FEET ) 1 INCH = 50 FT ti\ ( �- -J)/ � c r7q* \o 0 lip M ...I � ��� L t 1 64 \ 111J11 I I� I I r�r / � �- < I \ I I �V 1.2 1 L0T-4 RL CKA Y �/ - - l� �����_ z �IFFANYA, J I III 1 V (t \I� 1 64Z �S I (� � \ � \ � � �OT 3, BLOCK A � � 6, � � VOL. 388-121, PG. 33 LOT 2, BLOCK A �� �� o I P.R. T. C. T. ` N6� �c 9 I M, O� \ VOL. 388-121, PG. 33 �� L 1, BLOCf I( EX ZONING = AG _aJ / i f V I � � � � ��T l38 R. T.C.C�� �� � \ TIFFANY ACRES � �1 ` T/F�ANY ACRE'S OS-2 1 / 11 III � \ � �\ � Q=EDlt71G1/T� RESIDENTL �� A \ \EX ZONIA�G = AG V P.R. T.C. T. VOL. 38$-121, PG. �3 � I I \ L_LL� -�L00 LAIN ! EX�ONllypp SAG P. . T.C. T. - _ / \ \ \ - - L- I�-D. _m1 xLb uw / EX ZONING = AG -- / � \ � �L 1 10' UTILITY EASEMENT s ' ' _ 0.2 1.7 \ � 646-,� LOT 9, BLOCKS 3 - - - - ED�15E J - SIENA PHASE THREE � �- -� � ' � - � ~ - � \ � 1 �� /j � - - T CAB. A SLIDEI B352 ��' I11\ I II 11 J �/ II I 645 o � o o° o 0 I � PA T. C. T. A X ZONING = Sf 2¢A �< \ 1 II I \ / �o L.U.D. = MEDI M�� 1 I )III\1 \ II �/ �� DENSITY RESIDENTIAL 1111I I II1\ ~ / / 11- ��9� ^ f l l 644 o � 647 V �l \\LOT la BLOCK 3 \ \~ �1 \\ �4 \ x V �� P�H�IDE THK(7EE \ \ 7 V 1 6 0 A A, 83 2 0 11�1 U� ART /6 AIN r 1 v v. T-/ i O AR ��� L l I EX 7NtNG-, SF20'A � ( / �� FC WA Y I ( z 1 1 0 LVU.D. FLOOD PAIN S // ( / 1 l I �7 63 `r QD F M 1709 r) Q o - MICHAEL SITE UNION CHUR H Z Q a W Q Q 0 H = Z J LLj � W Q � C� � 2 Z W � �2 �O X w BENCHMARKS: SITE BM #51 "I IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 U) w H Ld I `� �� ��i 1 )wV�A�? /�/✓ t r t Z L4b Lu t � LOT 11, BLOCK_3 `� O r SIENA PHASE THREE// / �l� / \ ` \ 6. 71 24 r �� m Lu V ( P CAB. A, SLIDE 835 / f /' ���� ) 1 \ o l \ ( P. R. T. C. T. ( / / L / 1 A 7 A r LO CID Q EX ZONING = SF'2(� p �// / / �� \ \ Z �� ! l ' 1 V ( L.U.D. =FLOOD PL( 1�l I I� _ �^Q ty 1 � % I I � �r/ll - oco -7 / l I 1 \ ( \ \ C r ti COMMON AREA r / / 4 /► l 3 l I SIENA PHASE T14REE� A 2 � 11 V I I ZCAB. 4, SLIDE 8J5� �(/ l (l N 1 �������lt \ 1 i PAR. TI- T r I - /�! � ��\� ( \ - v �� �� o (� 0.31 0. 7 EX ZONINGSF20A 1 I ( 1 L. U L) =OOD PL-AIn- �I I\ 5 \VV�i , I ✓ \\\V\ \ V 1 I ( � 4 J ? \ 1 \ V� ; A\ /�VAL/f /// / L�✓Vy9 DI IN� 4vBs •r� 1 /ram z 00EX 6 \ 0 0 0 0 0 Y J H 0 w V) O _J W w _ w 2 F_ 1]_ O LL J Z 2 w IbU.D. A \ \ 33 ' 0 0 1- T oo 0 � N Ask CITY CASE NO. 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 i A L VUL. JtPb-7L7, l-U. J-5 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) 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 A-1 0.24 COMMERCIAL 0.90 10 4.06 0.9 6.51 1.4 9.24 2.0 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 A-4 0.03 COMMERCIAL 0.90 10 4.06 0.1 6.51 0.2 9.24 0.2 A-5 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 B-1 0.21 COMMERCIAL 0.90 10 4.06 0.8 6.51 1.2 9.24 1.7 B-2 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 B-3 0.20 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.2 9.24 1.7 B-4 0.32 COMMERCIAL 0.90 10 4.06 1.2 6.51 1.9 9.24 2.7 B-5 0.23 COMMERCIAL 0.90 10 4.06 0.8 6.51 1.3 9.24 1.9 C-1 0.19 COMMERCIAL 0.90 10 4.06 0.7 6.51 1.1 9.24 1.6 C-2 0.29 COMMERCIAL 0.90 10 4.06 1.1 6.51 1.7 9.24 2.4 C-3 0.34 COMMERCIAL 0.90 10 4.06 1.2 6.51 2.0 9.24 2.8 D-1 0.29 COMMERCIAL 0.90 10 4.06 1.1 6.51 1.7 9.24 2.4 D-2 0.37 COMMERCIAL 0.90 10 4.06 1.4 6.51 2.2 1 9.24 3.1 D-3 0.08 COMMERCIAL 0.90 10 4.06 0.3 6.51 0.5 9.24 0.7 D-4 0.14 COMMERCIAL 0.90 10 4.06 0.5 6.51 0.8 9.24 1.2 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 40- L° F AIYBLOCK A(RF A � LOT 10, BLOCK 3 � loo YEAR \ \ / / l \ //OODPLAIN SIFNA PHASE THREE �- CAB. A, SLIDE 8352 P.R. T C. T. \ / I /j / �j/ j 00 YEAR I I I EX ZONING = SF20A ��/ / // OODWAY 1 I L.U.D. = FLOOD PLAIN I�, C I I \ I 1 11111111� \\\ 1 i / I -- I IN, I � i / ///I \ 60) i C \ \ LOT 11, BLOCK 3 SIFNA PHASE THREE CAB. A, SLIDE 8352 I / / / I / V V A Q0I M P.R. T. C. T. EX ZONING = SF20A L.U.D. =FLOOD PLAIN co co - - - - - - - \ r � o) \-- \ oco / COMMON AREA #7 SIFNA PHASE THREE / CAB. A, SLIDE 8352 P.R.T.C.T // � EX ZONING - SF20A 1 I (�\ �� L.U.D. - FLOOD PLAIN /� I n \\� I\ ///// 03 � � 7L�_� \\\\\I I I I /�� / \ LOT 11R JG ALL No 18 ADDITION / IN ST 211047989 TC lG i // / / L.U.D. CS FLOOB.PLAIN I LOT 2, BLOCK A TIFFANY ACRES VOL. 388-721, PG, 33 P. R. T. C. T EX ZONING = AG i rr n - nervrn rr�� 1 LEGEND NAME DRAINAGE AREA LABEL AC Q 10 FLOW ARROW (POST -PROJECT) DRAINAGE DIVIDE 501 EXISTING CONTOUR MINOR -500- - EXISTING CONTOUR MAJOR FLOW PATH FOR TC CALCS LOT 1, BLOCK A , TIFFANY ACRES , VOL. 388-121, PG. 33 P_R.T(-T ;' 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT F M 1709 C/) Q 0 MICHAEL SITE UNION CHURCH U� M w H �N N C7� � Who M W M O U W a oo Zo�O w a 06 CD wQ � D Q �a0� J W w J W W Q Z = J zLU Q�� wry � cn a BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 0 0 0 0 0 Y J 2 F_ 0 W C0 0 J W W W F_ 0c 0 LL F_ J a Z 2 W 0C a M #51 E-1 15 "04 U) w m ?� W W J (n m Q a; 0 0 n oo O N O 3 z CITY CASE N O . ZAXX-XXXX 150 N 1!'1Tr Cam. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL SEWER LINE SHALL BE SDR-35 PVC. ALL WATER PIPE SHALL BE SDR-18 C-900. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION. ALL SEWER SERVICES ARE PRIVATE. ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER AND PUBLIC FROM THE METER TO THE WATER MAIN. ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE FROM DRAINAGE STRUCTURES AND SEWER SERVICES. 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. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 42" UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE CITY ENGINEER. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT LEAST 3' BEHIND BACK OF CURB. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. INSTALL BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR SPRINKLER SYSTEM ON RISER. 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 LOT 1, BLOCK A EX ZONING = I AG P.R. T. C. Z TIFFANY ACRES L.U.D. = FLOOD PLAIN I EX ZONING = AG I VOL. 388-121, PG. 33 LOT 70, BLOCK 3 \ SIENA PHASE THREE �- \ CAB. A, SLIDE 8352 J P.R. T. C. T EX ZONING = SF20A \ \ L.U.D. = FLOOD PLAIN I � I � ol 1 I LOT 11, BLOCK 3 I SIENA PHASE THREE CAB. A, SLIDE 8352 P.R. T C. T EX ZONING = SF20A I II L.U.D. = FLOOD PLAIN I COMMON AREA #1 I SIENA PHASE THREE I CAB. A, SLIDE 8352 P. R. T C. T. EX ZONING = SF20A L.U.D. = FLOOD PLAIN I I I L. U. D. = MIXED USE II 15' SANITARY SEWER EASEMENT --- --- \ / SANITARY SEWER \ & DRAINAGE EASEMENT Z / CONNECT TO EX SSMH LOT 71R JG AL\�,o 8 ADDITION 047989 . T CS 008,PLAIN 1 70' UTILITY EA SEMEN T P. R. T C. T EX ZONING = AG L. U. D. = MIXED USE R u LEGEND PROP. 8" WATER LINE PROP. FIRE HYDRANT PROP. SEWER MANHOLE PROP. 8" SEWER LINE PROP. CULVERT EXIST. WATER MAIN EXIST. SEWER MAIN FIRE LANE IF BM #52 a O >� LLI = J ::) p O§ m w J U) m Q aQ o> SITE BM #57 15' WATER LINE J 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT F M 1709 Q p MICHAEL SITE UNION CHUR H • U� 0 0 N w W N C7� W o F. r J� W fW M z v O V 00 Q�xz �o r �c C w Q w x a w x a Z Q J a W U) Q ~ ::) W JOB �ww Y >- 2 a 2 J � O W ry r BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 A A A A 0 U) X Lu H Y Q J _ H 0 W U) 0 J W LLI w 0 LL J 0- Z LLI n O O T oo O N EASEMENT I 0 I 4 CITY CASE N O . ZAXX-XXXX o LOT 3, BLOCK A TIFFANY ACRE` 5 WIDE SIDEWALK BM #52 Q Lu = J D r) O�E m LLJ J U)rr m Q Q S WIDE SIDEWALK TE BM #51 F M 1709 U) Q 0 MICHAEL SITE UNION CHUR H 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT i Fr,Fnin CONCRETE STREET PAVEMENT CONCRETE SIDEWALK PAVEMENT z Q J a W U) Q X w � � U 2 Q w Y W J Q j � W � W � � W a_ BENCHMARKS: SITE BM #51 "X" IN CONCRETE ELEV = 634.21 SITE BM #52 "X" IN CONCRETE ELEV = 640.25 0 0 0 0 0 Y Q J O LLI D O J LLI LLI LLI 2 H O LL H Q J Q z J LLI n O O r r oo r O C14 O 6 z CITY CASE NO. ZAXX-XXXX o [annllry Ma€+�--� S o - 2 ; white Oa4.Cie -, 79f8 ktkhael or g ° Greenwood Dr w 4 WMSiena Or Greenb"r or Union Church kd VICINITY MAP NOT TO SCALE A B B R E V I A T 1 0 N S W Continental Blrcl Graphic Scale in Feet 0 50' 100' 150' SCALE: 1 "=50' P.R.T.C.T. PUBLIC RECORDS OF TARRANT COUNTY, TEXAS VOL. VOLUME PG. PAGE DOC. NO. DOCUMENT NUMBER 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 1, DOC. NO. D203167358 (0 P.R.T.C.T. Z 5/8" IRF W/ CAP "PB&J INC." (C.M.) 15' U.E. VOL. 11077, PG. P.R.T.C.T. LOT LINE TABLE LINE BEARING DISTANCE LL1 N 39'48'08" E 32.14' LL2 N 01 *20'18" E 97.49' LL3 S 88'27'02" E 40.60' LL4 N 69'36'02" E 27.46' LL5 S 20'23'58" E 35.72' LL6 S 65'23'58" E 20.74' 253.51 ' LOT 7 \ \ 31,204 SQ.FT. \ \ 0.7163 ACRE \ \ 15' U.E. \ \ VOL. 11077, PG. 255 \ \ P.R.T.C.T. \ \ 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. 48439C009OL, published by the Federal Emergency Management Agency, dated: March 21, 2019, and Flood Insurance Rate Map No. 48439C0095K, 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 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 I 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 1 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 I N 00*16'40" W 43.50' EL18 N 00*16'40" W 16.00' EL19 N 89'43'20" E 10.00' EL20 S 00*16'40" E 16.00' 1.040 ACRE RBJH REAL ESTATE, LLC DOC. NO. D218040110 P.R.T.C.T. N 89-07'06" W 234.86' \ \\ LOT 10, BLOCK 3 PASSING �T 269.43' SIENA PHASE THREE A 5/8" IR� W/ AP DOC. NO. D203167358 "PB&J INC.\ 15.01' 0.65 -, N EASEMENT LINE TABLE CONTINUED LINE BEARING DISTANCE EL21 N 00*16'40" W 11.00' EL22 N 89.43'20" E 10.00' EL23 S 00*16'40" E 11.0V EL24 S 44'43'20" W 4.34' EL25 N 45*16'40" W 10.00' EL26 N 44'43'20" E 8.62' EL27 S 89'43'20" W 9.74' EL28 S 00*16'40" E 18.39' EL29 N 69'36'02" E 9.85' EL30 N 20'23'58" W 10.00' EL31 S 69'36'02" W 9.85' EL32 N 69'36'02" E 9.00' EL33 N 20'23'58" W 10.00' EL34 S 69'36'02" W 9.00' EL35 N 69'36'02" E 9.85' EL36 N 20'23'58" W 10.00' EL37 S 69'36'02" W 9.85' EL38 N 69'36'02" E 13.64' EL39 N 20'23'58" W 10.00' EL40 S 69'36'02" W 5.32' 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. S 88'33'30" E 835.72' EASEMENT LINE TABLE CONTINUED LINE BEARING DISTANCE EL41 N 89'43'20" E 312.10' EL42 N 00*16'40" W 15.00' EL43 S 89'43'20" W 317.59' EL44 S 00*16'40" E 94.24' EL45 I S 89'23'37" E 85.76' EL46 N 44'43'20" E 43.85' EL47 N 00*16'40" W 167.89' EL48 N 89'43'20" E 15.00' EL49 S 00*16'40" E 174.11' EL50 S 44'43'20" W 56.41' EL51 N 00*16'40" W 97.56' EL52 N 89'43'20" E 12.52' EL53 S 67'46'40" E 50.21' EL54 N 89'43'20" E 50.89' EL55 N 29'43'20" E 56.59' EL56 S 60*16'40" E 15.00' EL57 S 29'43'20" W 65.25' EL58 S 89'43'20" W 62.53' EL59 N 67'46'40" W 32.44' EL60 S 77-54'13" W 39.79' SURVEYOR CERTIFICATE 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 �� OF TF any purpose. This drawing shall be used for .`P,oG�S0000 �q * o °�� ,o ° REVIEW PURPOSES ONLY 00 000000000000000000000000000 DAVID CARLTON LEWIS David Carlton o o°°°°o°°°°o°°°oo°°°4A°°° Lewis poop 5647 Poo R.P.L.S. No. 5647 <°°°°�FESS\Q o q'l�p °SUR�� Date: December 27, 2019 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 LINE BEARING DISTANCE EL61 N 89'43'20" E 22.50' EL62 S 77'53'57" W 169.55' EL63 S 50*53'17" W 69.87' EL64 N 5116'22" E 78.46' EL65 N 77'54'29" E 170.85' EL66 N 20'23'58" W 56.53' EL67 S 89'43'20" W 74.64' EL68 N 89'43'20" E 68.72' EL69 N 20'23'58" W 4.79' EL70 N 89'43'20" E 77.29' MICHAEL DRI VE (50' R. 0. W.) JOSEPH PENNINGTON, INC. DOC. NO. D216069776 P.R.T.C.T. EASEMENT CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE EC1 30.00' 12.91' 12.81' N 77'57'06" W 24'39'08" EC2 30.00' 47.12' 42.43' S 44'43'20" W 90'00'00" EC3 54.00' 84.82' 76.37' S 44'43'20" W 90*00,00" EC4 54.00' 65.86' 61.85' N 55*20'19" W 69'52'42" EC5 1 54.00' 103.79' 88.53' N 34'39'41" E 110*07'18" EC6 54.00' 50.17' 48.38' S 63'39'51" E 53'13'37" EC7 30.00' 27.87' 26.88' S 63'39'51" E 53'13'37" EC8 30.00' 12.71' 12.62' N 77'34'55" E 24*16'51" EC9 30.00' 47.12' 42.43' S 45*16'40" E 90100'00" 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 1 30.00' 57.66' 49.19' N 34.39'41" E 110.07'18" FENCE POST 582.21 ' CORNER LOT 1 10315' 1 �} 54,408 SQ.FT. 15 DRAINAGE EASEMENT N SANITARY SEWER & 1.2490 ACRES (BY THIS PLAT) I J co DRAINAGE EASEMENT MARK STANFIELD & MELVA STANFIELD WATER EASEMENT F�S6 (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) I C VOL. 13112, PG. 260 P.R.T.C.T. (BY THIS PLAT) c EL69 EL70 N 8943'20" E 230.89' EC6 EL52 j J EL68 - N 89 °43'20" E 339.34' 20' F�S3 EL5 EL54 / EL 1. EL67 30 s00 . P N 89 43'20" E 230.89' F�9 �• Fc 06 EL2 06 10. CD r � EL40 - WATER EASEMENT 10.94' EL rn EL39 F_ - -_� _ \I 14.25' �L�- - L_ - _ _ _ _ (BY THIS PLAN S .T�� WATER EASEMENT - - - - - - 104 - <<6 37 (BY THIS PLAT) EL24 5.96 67 ^, CA - EL 10' TRI-COUNTY ELECTRIC N o EL36 CO-OPERATIVE INC. R.O.W. EASEMENT LOT 3 � 6, '0 L35 VOL. 9300, PG. 949 P.R.T.C.T. 41,244 SQ.FT. 00 1 In LLL EL23 EL2 ECS N 89'43'20" E 179.00' - EL! - � WATER EASEMENT I (BY THIS PLAT) Z 0.9468 ACRE N � 00 I 15' BUFFER EASEMENT P.R.T.C.T. 15' 24' FIRELANE EASEMENT N co 6.965 ACRES if) (BY THIS PLAT) u.E. ) c>' VOL. 11077, PG. 230 I (BY THIS PLAT) , W BLOCK 1 P.R. T.C.T. I z -w -EL43 �- I 6.39' N 89°43 20 E 307.90�' - LOT 2 Lo -o N 9.59' �. V - EL41 JL 41 I w 57,424 SQ.FT. EL48 0 I N LOT 6 15' DRAINAGE EASEMENT O 1.3183 ACRES cn I 57 223 SQ.FT. O �\ WATER EASEMENT (BY THIS PLAT) O �'l N (BY THIS PLAT) cp o N I 1.3137 ACRE w �, N o R o O h� I� �\ LOT 4 I 24' FIRELANE EASEMENT 0 36,931 SQ.FT. �, (BY THIS PLAT) I m T LOT 11, BLOCK 3 "� \ 0.8478 ACRE o SIENA PHASE THREE h IW N �" �' I � N DOC. NO. D203167358 "� I� N \ c WATER EASEMENT 3 98• o P. R. T. C. T. I� r24' FIRELANE EASEMENT (BY THIS PLAT) r L27 0 I V d Q I SANITARY SEWER &� I (BY THIS PLAT) OD ^ �� DRAINAGE EASEMENT I N of 1 20' D.E. (BY THIS PLAT) 9' �8943'20" W 168.42' F v I p 21 VOL. 15882, PG. 41 6.3EL61 �- �2g913. 0'� �O _ ^ I P.R.T.C.T. 37' N 8 '43'20" E 260.27' 2�' 5.65 6' EL13 r 10.00' 158.56' 25 z Q� Q I EL6, �' E� 0 �r S 8943'20" W 168.42' EL14 I 15' WATER EASEMENT I 0 > r I (BY THIS PLAT) Q 3 - - - - - - - J ` 0.75 ACRE I I� 3.824 ACRES m Z o 10' WATER EASEMENT I n1 m 15' DRAINAGE EASEMENT vIARK STANFIELD & MELV STANFIELL, cn (BY THI� PLAT) MARK STANFIELD & Iv (BY THIS PLAT) COMMON AREA NO. 1 I EL62 DOC. NO. D206079530 R.T.C.T. LOT 5 MELVA STANFIELD �I rr Iti VOL.13551 PG. 61 'v SIENA PHASE THREE I k EL 24,957 SQ.FT. V DOC. N0. D203167358 I �15' SANITARY SEWER P.R.T.C.T. I ��Dro / EASEMENT O.5 29 ACRE - o 00 P.R.T.C.T. g g�' / ��6�J (BY THIS PLAT) - 10' BUFFER EASEMENT - - - - - _ - EL9 �01 / (BY THIS PLAT) - - - - -� / - 1/2 IRS w/CAP - - - E o "SPRY d647" 15. 250.61' 217.78' >>645- - O 1/2" IRF BEARS I S 10'50' W-4.42' \ APPARENT GAP gppARENT GAP N 89�2337" W 667.90' 5.25' 101.63' 77.40 P.O.B. 1/2" IRF( .M.) 20' ROAD EASEMENT AREA IN CONFLICT 0) \ \ LOT 11 R VOL. MODIFIED L. 903 , PG. 50 670 SQ. FT. \ MODIFIED P.R.T.0 T. PG. 50 o J.G. ALLEN NO. 18 ADDITION N o LOT 12, BLOCK 3 \ DOC. NO. D2110479989 P.R.T.C.T. a) SIENA PHASE THREE 15' U.E. N DOC. NO. D203167358 Vo. 11077, PG. 235 \ DC oj P.R.T.C.T. P.R.T.C.T. 19.65' 9.73' J � d m N (01,17- Q 0 15.00' ,-PASSING AT 428.19' A 1/2" IRF w/CAP "RPLS 4818" 7.19' 12.87' R.O.W. DEDICATION NO. D211047989 P.R.T.C.T. Q U :2J Qa- � 48 Ld U J Z LO Q a=a-0 Q a_ O U Z J bi UJJ00 Q L.I N U J 0 > GREENBRIAR DRIVE (56' R.O. W.) Y ~ U a� U N a_ wO U Z It m m m N >rn oo00 i 00 Oo > Z U O U)o� our, <(0 N N � Ow2 N p oZ, J Q U Zor- Oro N L0 CL 1.6OQO(U �__ HN m H 0 -1 �2 mom Z 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 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, 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 - - - - - - - day of ---------------------, Mark W. Stanfield Melva G. Stanfield NOTARY CERTIFICATE STATE OF TEXAS COUNTY OF TARRANT 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