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SW0289Ap 1-01 RG`pCByPIAT IERGV- /lvsr F_Dm,- CK � ``202 BLS?K RDCC ,\ OC NO ESM7 `�DOC�N 20 _ a 2�348PRDcr ` 2�_PCj -�_ 30 ------ ` 16 MUSTANG SPECIAL UTILITY DISTRICT 64:` ESMT - INST. NO.2021-189584 RPRDCT L SiENERGY, L.P. SURFACE SITE ESM INST. NO.2021-189583 RPRDCT BRYSON RANCH, L.P. (CALLED 843.984ACRES) INST. NO. 202D-1 91494 RPRDCT MEMPHIS, EL PASO & PACIFIC RAILROAD CO. SURVEY -ABSTRACT NO. 1504 I W MUSTANG SPW[AL ENERGY TRANSFER FUEL, LP UTILITY DISTRICT ESMT-. PERMANENT MffN01"14'47"E INST. N0.200&32P 9E INST. RPROCT 2ODCr36392 _MOBB_ERLY ROAD _ �•S 20.60' RPRDCT - - - - - - - �cr•�`F 210 17rIRF - - - - - - - - - - - N89°32'36"E 1432.22' - - - CIRS •• VARIABLE WIDTH R.O_W. MOBBERLY ROAD ' 2 _ _ VARIABLE WIDTH R.O.W. - - I -- 7_s uE ------ DEDICATION BYPLAT------------ 7 0 oosWLE(BYTHIS PIAT) 54.75 (LO ------------ 2: z- - - - t248' ' 5Z53V O 8jg MOBBERLY MULTIFAMILY E3 54a55P .5o57s 58s59N 4d 61sO62FO63V0 64s o 650o s O 67N oO 68N O69N a 70t, o71z! p 72L s Na N ADDITION 51 z z z z z z z z^ LOT 1, BLOCK F s> 36,(�+ Z146' 40.E 4o_W' 40_ar 40.00' 4CW 40.ar ZW 4o.ar 40.00 4000 40.Od 5600 40.ar 40.E 40.00 ao.ar 40.E 4o_ar 40_oc w v DOC. NO.2023-48 PRDCT ci S d� - - - - - - - - - - rn i; v (SUBJECT TO CERTIFICATE OF a 16 N33'31 OSE 3 r, a ¢ a CORRECTION-INST. No. 50 y WG 4 Mm, O N 7.suE _ ZEALAND DRIVE N89°57'39'E141761'(TOTAL) a rn a 202315757 RPRDCT) ai N / Q o� - -o 7s LIE 617 71, - - - - - - `t N N "' m N89'5739'E S' b RP N N �- o J� I , z13 co ld d' co UmLLJ r' zN a w W M N Z o 1 N89°57' T b 110.ar b ...I o g w 1 z� az y w 2 in l j o OI ' f- > N891939'E 1 110.00' Izj ¢ Z I z APPROXIMATE SURVEY LINE 1 ¢7_ _ - - - - - I - N89.57'39'E - y, 110.ar m b 1n1 ^ J.H. HOLCOMB & E.E. STEEN 46 b oI SURVEY -ABSTRACT NO. 1467 I Ngg y�g E N v I 110.00' S7fI' CIRF CIRF 1 (M�aMs) 4S1 S BL oI 1 cG) N89°5739"E 295.30' - �' J �ar 4273' 4273' 4272 4273' 42. 4273T 4272' 4273' 4277 4275' 42.77 4273' W. 39.27 20 BL 1 00 p od Sv 2 so_ O N 3 so_ ^ O N 4 so_ b N O 5 so -S N 6 j;� $ N 7 s� ^ $ s 8 s� b ^ 9 0�10oo11oe12oo13a� b ^ r o ^ s - o ^ o '- - bbb o 1 z z z o^ z �^ z o- z $ z 8^ ®z 8^ z �^ z �- z o^ z 9^) z N 'MVE 271' (T01 L) .ar 4273 4273• 4777 4273' 4272 4273 412 4273 427r 4273 4277 4273' so. .00'- _417 _4273' 4272 �2.73'- '4273' 4272'- 2 2' 42.3 2 _ ii Pz O N P & P_$ N8 ir_ NS � FIO _3 i _ O F�O18" 3 r I I N 028 0- sO 27so_265`oV'a25��24so23s�22soZ1s�20o�19so 0o N N 1600_ 15b6I Ro ^ Z '- o^ o Z '- Z. Z o^ Z o 2 •- g^ Z 8^ Z $ Z 7 o^ o^ _01700_ o^ I 11Z '_�L.07 4273 4277 4273 4277 �aZZE 427r 4 4272 _2(1TL 42734277 4273 4273 �.J I-7.9UE 62'IF - - - -� b JR: II 83s �84s 0850 9 86i 8t Zw 40.W 40.ar SO.arJ 40 r 177 50' 7.S LIE Ivor - I lo� 1 a 0 0.W 50.82' 50A 50.87 SO.8r 5032-10TV, 82'- 50.87 50.83' S4.87 60. 2CT BL izz 1 N 2 I;16 F 3 ^ F+o 4 O ^ N 5 O ^ 6 ^ o ^ N 8 b ^ 9 0o o N f0 - s� s� s� Qom_ s P Qo 00 s T1 z I N89' 'E MAT60.W 50.87 50.83' 50.8z 50.8r sozz7 5D.8z 50.83' 50.87 60.00-11 W 50.87 50 83 M.87 50.87 50.87 50.82' 50 87 50.63' 50.87 60.00' I I 3_p s' � 3 Op_ tz_ � p 3p I 022 N s�21 -i N s�200� O N O N 19 N 18 O S`+ 17so O S V 160� O 15 O O N 13s� O 12 I o '- z^ S'" O 8^ Q O o o •- o '- o^ 014 o � •- o^ ,� z z z z z z z �I 27 BL L6Fw so.az so33' S0.82 soar 5087 50.67 50.87 50.8T so.s7 6o.arJ _ _ m _ N '.$DE _ Ci BACTON ROAD 430.30� o _ _ o _ _ BACTON ROAD N89'S739E1TN1.41'(TOTAL) o N 7.6uE 136.30 294.00 °' 6b271' - - - - - - - - -� 'o 1-7.S UE Z r7.$ UE 1 1 ,� N 7.S UE o N _ r7 S UE @1218.92' - $15BL�0 al I 1 40 �I I N89.57'39'E „1.30 ( 50' R.O.W. 39 91 2s 2s N89'577A 111.30' 1 P38 .) ' U 11130' J 0 37I 10 as Q c N89 5739EI 11 11131r W J a p oI W a 36 5iI a ^ I a WOIp N N89'ST39'E ; 0 1 m3o' BIZ 35 m s " MI Z 1 19's739 E W 17130' m 34 lol I s 19.57T)T 1 w 11130 I H ri 331 b I N•5739'E 1 32 ($) �I IT57391 111.30 l It, 1�� nn r - - +gin oV. - 1sBL �) Is 11 89 12 NBT5739'E NOV5739'E 122.00' 122.00'ED 1pe 10 ; 13 I IP N89's739 E N8937 "T "I 127 W 127 W 9 fi � 14 fiI N89 ST39 E �' O Na9 5739E 1 122.W 12200 m 8 rm N 15 rl O N NW5739'E � W � � N89 5739 E [V 122ar lux � r<I 7 a 4g 16 '�I NBVS7'39'E T N8T5T39TE 122ar IF 122ar r n l 6 ���s n N m 17 �l�I NBT5799'E N89'S7'39'E 122ar z 127 W Intl '4 [J Cl V Q r0°. 18 (n CI N < NW&E N89'5771T 122.00 122.00' r 4� 19I v 17, W-57-39-E NWST39 E 122ar l:� fV CI 20tVI N89.57'39'E122ar V EN ^ r 21 N89.57'39 E 12200' E ,5BL 1 8.9 22 � 1 L - 12200 I I 50' RO.W. I 5V R-O.W. 25' 26 I. 10 I� w n j I n I 3 N ZSUE OLNEY DRIVE _ _ _ _ _ _ _ _ _ _ _ _ _ _ N89.5T39E ,29o.,rnrrrAL) _ _ 75 _ OLNEY DRIVE 3�1­01O66271' te SUE 627.40' r7.$ UEoN 8 h �.00 4273 4273' 4272 4277 4277 4273' 42.72' 4273' 4277 4273 4272 42.73 50.W' I 20 BLic T s; ir � irr "r � ir � 3 1 y I I -1 s� O $V 2 a 3 3 O N 4 �0 83 tV 5 g N� 6 s= N 7 p O Ft 8 s� O FI 9 O SI O O O N O 14oI s� � s� s� Q=10oo110012001300 - 'oo•^- -- I'll �^ o^ Og^ 8- oo^ 8-- O^ 2 I Z 2 Z Z Z 2 R Z Z Z Z Z 89.573 51271' TAL) I W 423T 4273 4277 4273 4277 42.73- 4277 4277 4777 4277 4277 427T 50. 00' 4273' 4273' 4272' 4273' 4272' 423T 4272 4273' 42.7r 4273' 4277 42.77 5D.Cq I- I 3 3 20 N b 27oo26s�25s�24b�23s-s2Zoo21s�20o�f9oo18o�17so1600 b O SV b O N b O N N g N o O FV b O N b O SV b O SV b O SV O SI O 15c51 V $^ S^ S^ o^ o^ z z z z z z _ , ff8 LU UL 4273 4273 427r 42TY 4273 L.00_ 4273 4277 42.77 4273 4277 4273 42.73 r.00' 4273 4273 4272' 4273' 4277 4273' 4272' 4273' 42.72' 4277 4273 W Tr N 1 00 o^ z zt O SV 2 so o^ z O l; � 4 so z _ N 6 s� z :t ^ 8 N 7 P1 IV o ^ O F 9 s�10o�1iso12oof3so z zc o O iV z y O T -C O 3 o^ z 2D BLS b 5 s� E z i O ^ O N 8 N. ^ z o ^ O SV z _4273' 3 o ^ O H z ,. O SV z N '57'39'E 27T (TOT W 4273 4273' 42.77 4273 4272' 4273 42 4273 4277 4273 427r 4273 M- .00' 4277 4273' 4277 4277 4 72' 2 42 73 427 r 4273' 42.77 4277 42.77 4277 50. I27. 8 0 c^ I�; z I-_ 0270 'oo^000.- z 026o25sg24s23s22g21s�20 z z z z z 20' BL z _ Z. s19 z c. P1817ao16s z z z z 1 T5 4273' 4277 4272' 4272 42.77 42_73' L.00_ 42 4273 4273 4272' 42_T 4273' 50V �Igyy�iL,I}� �L� 1$TfMPORAIIYUTILINI3MT - _ NULLAH STREET _ _ _ _ _ _-o _ _ NULLAH STREET _ 294.00' 7.S UE INST. NO.2022-36338 RPRDCT 7'S NB9'S7'39'E 1756.61'(TOTAL) 3 N 7.S l� SUE c to 627.49 7.5 UE MATCH LINE - SEE SHEET 2 N �0.00' 50.82' S0.83 50.87 59.8r 50.82' 50.82r 50.82' S0.82' 50.82 64.000, 20B� I- b 1 1� ___p so o^ Z 8 N 2 sue_ ^ . Op � O FI 3 s_° S ^ Z S ^ 3 N 4 0_0 pO Z O 5 ^ N Oo_ Z O N 6 00_ ^ z O Fs 7 00_ ^ Z O N 8 P^I ^ z P O N O 9 �o_ ^ z P O N 10 00_ ^ z I O 11 aI ^ NW 1: sn.4D TAU) -) 60.oP 50.87 50.10 50.87 5037 50.87 50.87 50.87 50.83' 50.87 60-W b0.01' 50.82' 50M. 50.87 50.8? 50.87 50M 50.87 50.93' 50.87 60.W L .22 VV21s�ZOs�190� 2 S N F• O 3 F� O 1 O N 9l O F� 1700160�15 O N 3 O O 014 O 013s� I I a 12� 2Ir B SO.a7 _17- soar so.a7 50.87 so.8r 50.ar L60.00 so.a3 50-ar 50.83 60.ar� II E TABLE LINE # BEARING DISTANCE L1 NOO.O2'21'W 30.W LZ S89'S739'W 50.00 L3 S00°02'21'E 60.W L4 N00'0221'W 55.W `" r o N MAIDA _DRIVE 7-$UE I. j 7 5' UE 66271' - - SU.87 50.83 SD 87 50-82 50.87 SO.8r 50-82' 50.83' 50.82' 6D.00� I 2(r BLit: m P i 3 � � � P: P^ H I 1 _ (V �j g F A 2 -pp ^ O F' 3 O 4 O 5 S' O F I 6 O ^ 7 O �0 O ^ O N b O �0 0� s� oe so 00 �0 8 9 �0 10 so 11 I �I z Z z I Nwo WE s7mvi TOTAL) I 60.ar 1 50.87 50.83 50.87 50.8r 1 50.8r 50.87 50.87 50.83' 50.87 60.W 60.W 50.87 50.83' 5187 50.87 50.87 50.87 50.87 S0 U soar 60.W 1 1 :_ i :: it �_ 022 N s= FI 21 s� O F� 20 s� O - 19 0� C.p@ O 1 S O O SI 17 00 C FV 16 s� O SI 15 so O N 14 L0 O N 13 so 12I n 20 BL 50.82' so_az So.er so.87 50.87 L60.00 s0.aa 50-87 50_82' 50.83 60.00-� 1 L J 14'i-S 2 0 N89S7 r NI J I� m �N N 3 Na9'57 50' R.O.W. 110.1 25 1 25' ,�; 4 �I 5 o N89 5739 c >✓ 110.W 1-' S a 6 �: I-nN, W57WE o 110.00' N P rlZ 7p 1 0 o I N89°57'39'E 110.ar I � _J N89°587'39'E J 1111 9 �.. N8V5M9'E y 110.00 i 3 j' 10 N89°5M (Q 110.ar IZ fO � 11 NBVVS M � N I� rm 1t0.ar Ql 12 M I" g N89'S739'E I ^ l „D.Iro' N 13 1 I N89'51'39'E 1 1 110.w 14110.00 $ A=000°2342" R=1040.00' -CB=S00°14'12'E CL=7.17 L=7.17 S00"02'21'E 144.76 S89°5739"W 10.001 APPROXIMATE SURVEY LINE LINE ESMT NOTES: 1. WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT. UTILITY PROVIDERS: (A) ELECTRIC & GAS SERVICE: COSERV (B) TELEPHONE SERVICE: AT&T 7701 SOUTH STEMMONS 2301 RIDGEVIEW DRIVE CORINTH, TEXAS 76210 PLANO, TEXAS 75025 1-800-274-4014 (972) 569-3084 (C) WATER & SANITARY SEWER UTILITY SERVICE: MUSTANG SPECIAL UTILITY DISTRICT 7985 FM 2931 AUBREY, TEXAS 76227 (940) 440-9561 2. Sanitary sewer to be handled by facilities approved by the Denton County Health Department and the Texas Commission on Environmental Quality. 3. The maintenance of paving, grading and drainage improvements and/or easements shown on this plat are the responsibility of the individual property owners and do not constitute acceptance of same for maintenance purposes by Denton County.' 4. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings, and other obstructions to the operation and maintenance of the drainage facility. S. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the floodway is prohibited. 6. Denton County will not be responsible for any damage, personal injury or loss of life or property occasioned by flooding or flooding conditions. 7. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage courses along or across the lots. 8. Construction not complete within two years of the Commissioners Court approval shall be subject to current County Subdivision Rules and Regulations. 9. A driveway culvert must be obtained from Road and Bridge Departments by the owner of each lot prior to the construction, installation or placement of any driveway access improvements within the dedicated right-of-way. 10. No construction, without written approval from Denton County shall be allowed within an identified °FIRM " floodplain area, and then only after a detailed floodplain development permit including engineering plans and studies show that no rise in the Base Flood Elevation (BFE) will result, that no flooding will result, that no obstruction to the natural flow of water will result and subject to all owners of the property affected by such construction becoming a party to the request. Where construction is permitted, all finished floor elevations shall be a minimum of one foot above the 100-year flood elevation. 11. The bearings shown and recited hereon are referenced to the Texas Coordinate System of 1983 N North Central Zone No. 4202 - NAD 83. (All distances are surface distances with a surface to grid scale factor of 0.999849393). 12. Plat and deed calls shown r hereon recited a eon are referenced to previously filed recorded plats and/or deeds for subject and adjoining properties. 13. Subject property is located within Zone X (un-shaded area), defined as 'Areas determined to be outside the 0.2% annual chance floodplain', according to Federal Emergency Management Agency Flood Insurance Rate Map for Denton County, Texas, Map Number 48121 CO260G, and 48121 CO270G, Revision Date April 18, 2011. Any floodplain lines shown graphically plotted hereon are according to this map. 14. Denton County shall not be responsible for maintenance of private streets, drives, emergency access easements, recreation areas and open spaces; and the owners shall be responsible for the maintenance of private streets, drives, emergency access easements, recreation areas and open spaces, and said owners agree to indemnify and hold harmless Denton n nto County from all claims, damages and losses arising out of or resulting from performance of the obligations of said owners set forth in this paragraph. 15. All perimeter r - p e property comers are 5/8 inch iron rods with cap stamped BCG 10194538' set, unless noted otherwise. Lot comers are 5/8-inch iron rods with cap marked 'BCG 10194538' set or an 'X' cut (set) in concrete. When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet (5) from the rear lot comer on the side lot tine. J.H. HOLCOMB & E.E. STEEN SURVEY -ABSTRACTNO. 1467 - - - 7.5 UE _ - 177 SY 7.S UE I (CALLED 184.731 ACRES / tt7.40 t4 r 11 7 M I SAVE AND EXCEPT 9.498 ACRES) / 10 8I al 158 17 of I MM MOBBERLY 236, LLC v; G IR � a INST. NO.2019-103282 RPRDCT / NBV57'39'E I I N89.srAT I IRS / 11240 1Q� 10.0010.61r 11 7zt n ) 16 ( / �' n sa3�o'53E � r� 110.00, 15 4 / 12 ib IT 770.001 F / / 6Ir l C77 / 14 R.oK, .... v,..-v_fW a 3p. 13 ^ s6> s NW57'39'E 1043.0 (TOTAL) o N 7.SUE _MAIDA DRIVE �� �\ '' 'logy 2 a / N - - - - Ilil - o ;,, Na9'S7'391= 3803$ 7.S UE S33'3548'E ` F \� / •�kr w N 60W RP /°/ / 13 ' W W 'Cl) W w CURVE TABLE CURVE # DELTA RADIUS CH. BEARING CH. LENGTH LENGTH C1 D90.00'DO' 50.00 N44°S7'39'E 70.71' 78.54 C2 067*51W 500.00 N33'5Tll'E 558.11, 592.11 C3 06T51'03' 327.50 N33°53'11'E 365.56' 387.83 C4 O5T5700' 50.00 S61°03'51'E 48AV 50.57 C5 000'234T 1000.00 N00°14'12'W 6.89' 6.89 C6 01T0741' 250.00 N06'06'11'W 5287 52.92 C7 022°083T 827.50 N78°53'11'E 317.90' 319.89 C8 0157*06'53' 60.00 N44°5739'E 117.61' 164.53 09 022'08'57 1000.00 N78'S3'11'E 384.17 386.57 C10 090.00'00' 5D.00 S45'02'21'E 70.71' 78.54 C11 090.00W 50.00 S45°02'21'E 70.71' 78.54 C72 090°OOi10' FAO N44°57'39'E 70.71' 78.54 C13 001°16.04' 1000.00 S69°24'19'E 22.13' 27-13 C14 015T06'53' 60.00 S45°02"11'E 117.61' 164.53 cis O15T06'5T 60.00 S45°02'21'E 117.61' 164,53 C16 015T06'53' 60.00 N44.573VE 117.61' 164.53 C17 012n3'53' 60.00 S61°03'51'E 106.47 130.97 (SO.W 4273 4273 4277 4273 4272' 42.73' 4272 4273 4277 4275' 4277 4273 50.� 20 BLS I_ r' Tr 3 3 � �I 002og3 04sc5s ��_ g- � o 1 6s 7sg8s-9oo10a 11Pof2Pcs 14 I T�.o N 57391E 171'(TOT ) .ar 427T 4273' 4272 4273' 4272 4273' 4277 4273' 4277 4273' 42.77 4273' 50. .00' 4277 4273' 4272' 4277 42.77 42.73' 4272 4273' 4277 4273' 42.77 4273' 50. 1 1 N ZSO O SV 27so26So25s�24s�23si22s^2loo20o�19oa_18001700160= O O N S Nj Nj f`l S N O SI O N O $V O SV O iV O 1 0 '- zzZ^ZZWBL0074273 QQ o^- o- O.^- Is l 4277 427773 4272 4273 4273 4273' 50.� 4273 42.73 4277 4277 I �r60.0(r S0.00' 5000'- I W I �„-B. 9s BL $ N ,X - 2as 36' - - - 2s27 �&v / / /`�'� !, rl Z I N895739Eb.r N6rA�00 !fit It 1X // !lJ 110.ar 5p00 ` F® 6 w 1 Q r lm 2 sm `� A A=067°51'03" /Q m I� o� o 5 $ ° R=530.00' 11o.eo W N110.039E z 4f �e� 50 / 5�' �/ 10 � / CB=S33°53'11"W/ Im 233a.71/ % L%� CL=591.60' / 3 i/ 9 d 1/ L=627.64 / 'ta / /at 5 N-� / �' o �16 ' / DEED LINE N89.5rnT 753.17 (TOTAL) 7.5 UE 30 N 1751 �� 5 j ,218 4 MARION DOWNS TRAIL 509.13' 7.SUE N - - - , 3 �,� �36 ��,N' / ' 7 T 59.99 `b �_4 6 b0. 2 CIRS ./ r6050 51.96' 51.96' S1.95' 51.96' 51.96' 51.96' 51.96' S1.96' 43.50 51.96 , 1m 1:2FBL m Nto R� i� �_o 'rb 'r_o tab �b iib � Eo �$ T2 r1 � fn �q 9°r 0.�J�I'►�// e`09, 'b O FI O FI O SV O ��vv O FI O O O N cj d' _ F O S 111 W �j ♦' ` pV' ry I T V 2 F. 3 o c 4 0 0 5 ,b' 6 o c 7 o' 0 8 0 4 s d 10 16 WATER LINE ESMT 2-0^ Z Z 2 Z Z Z 60.W 51.96' 1 5196' 1 51.W 1 51.96 1 51.96' 1 51.96 1 51.W 484A 1X `----------- 509.13---------- S89°5739'W 539.13' -1is.oir - _ 40.71Y 40.72' 40.n 46.7(r4o-it' 40.70 �0.71 ao.7u 4o.n' Oft. -TIT 45.71 50, I� 5 t9 20 8L 20 BL y m �_ ir � � � rz_ ic I r N89'57'3ry9-E r � 6 0� N N^ 7 0� h N al N N 9 s�ld� N *110'-120-130�14Pr1Ssa1629 1` FIN iV n N _ th N yam, _ Of b 17^) 6^ 115.DY N89'5739'E i✓ 9°754SE 97.7S(T AL) 40.71' 50. I 11500 uN, r QP 40.M 40.70' 40.71 40.7T 40.71' 40.70 40.71 40.70 40.71' 40.70' I� 3 N 40.29' 40.2T 4039 40.2Y 40.30 40.29' 40.27 40.29' 40.29' 4019 37.98' 56.85 N89 S739'E O 16.48 I 115Dw � I� � � O a 20x 19S 18 N89 51391E <^299 ^ g^ zi 289 2A a 24 2A ^ 24b 2� g^ m 2; m 2'f a m z^ z 115. z�- z z^ z^ z^ z^ z� (� 1 29 BL sr 59.s6' 9.W 40 29 4029 - ,15 00 - - 40-A 40.29' 40_30' 40_29 40.B 40.29' 40_24' 45.06' INST. NO. 2D22-20955RPRDCT / 8. 9.11' %66 70.96'" t ^ �1�gtl��i 180.37 cans / L6T - C9 (CALLED 100.000 ACRES) / _ _ MM MOBERLY 236, LLC / INST. NO.2018-23944 RPRDCT Rs A=022°08'57' / R=1030.00' CB=S78'53'1 VW CL=395.70' L=398.17 / / / LOT STREET LOT i 0' 110' 101x10' SIDEWALK & STREET VISIBILITY EASEMENT STREET (TYPICAL) 10' �� 10I i LOT STREET LOT 10'x10' SIDEWALK AND VISIBILITY EASEMENT AT STREET INTERSECTION (TYPICAL EXCEPT AS SHOWN OTHERWISE) OWNER! DEVELOPER CONTACT.- MM MOBBERLY 236, LLC 1800 VALLEY VIEW LANE, STE. 300 FARMERS BRANCH, TEXAS 75234 PHONE: 469-892-7200 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO.5184 EMAIL: JNichols@Barraza-Group.com i� 3 0 MOBBERLY MUSTANG = 9 MOBBERLY w LL K LL SMILEY o SITE U m 4N 428 m MEADOW SMILEX r COURT U z W w 428 BONAR ii CAREY CRUTCHFIELD LOCATION MAP NOT TO SCALE 0 100 ZOD SCALE V=1W LEGEND UE UTILITY EASEM N E T DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT LSE LANDSCAPING EASEMENT WLE WATER LINE EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT VE VISIBILITY EASEMENT BL BUILDING SETBACK LINE FFE FINISHED FLOOR ELEVATION R.O.W. RIGHT-OF-WAY ESMT EASEMENT RP RADIUS POINT S&E SAVE AND EXCEPT HOA HOME OWNERS ASSOCIATION CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PRDCT PLAT RECORDS OF DENTON COUNTY, TEXAS A DESIGNATES BLOCK NUMBER DENOTES STREET NAME CHANGE CIRS IRON ROD SET WITH CAP STAMPED'BCG 10194538' GE GAS EASEMENT FINAL PLAT MOBBERLY FARMS PHASE 2 93.928 ACRES 27.766 ACRES RIGHT-OF-WAY 465 RESIDENTIAL LOTS 8 NON-RESIDENTIAL LOTS SITUATED IN THE J.H. HOLCOMB & E.E. STEEN SURVEY, ABSTRACT NO. 1467 & MEMPHIS, EL PASO & PACIFIC RAILROAD CO. SURVEY - ABSTRACT NO.1504 CITY OF PILOT POINT DENTON COUNTY, TEXAS BARRAZA CONSULTING GROUP, LLC Li CD TBPLS FIRM REG. NO. 10194538 C) 11 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 EMAIL-JNichols@Barraza-Group.com V PROJECT #-2019002-02 DATE - JANUARY 2024 SHEET 1 of 4 N � N N En O rn Z ogU o u~i ¢a g i U 0 rn a I_ov LL Z M Woa �m y~M I 3 I IN IN I i 1 1 I I w U ILI -J I I UQ00 m N I 17Nm I I N n h J O � � V 0 CUD, w P CO I Iv-w g N < Q Z I N z j I I I I I I I 1 I U 5/8'CIRF i ; w Q I (McADAMs) M N I 0Npp1- DEED LINE c a; N Uo I m W cr M ooz I 1 A=001 *1 VW I I ai II ( W R=955.00' v I I I r CB=S89'24'19"E I I I Z CL=21.13' I I I i L=21.13' 15A'c S8 °46'17"E 125.7,V �cc �L N89°57'39"E 804.81 L (BCG) ���� ����s��� ������ij I) o /CG)@ 5/8'CIRF MOBBERLY FARMS BOULEVARD 3 I r_ S88'461TE 12S7S C13 _ _ _ - _ - - - -o 1-- 393.17 �- � I� MOBBERLY MULTI -FAMILY ADDITION LOT 1, BLOCK A DOC. NO.2023-48 PRDCT (SUBJECT TO CERTIFICATE OF CORRECTION - INST. No. 2023-15757 RPRDCT) 10 - I SUE II .,'S,�, _ `@ - _ - - - - _ - - - - - - - - - - - - ' b i z ; /� 70.92T r T 368.13 I v I 60.W 50.00 Ian' I I �� 1P02 z y W I I I 50' R.O.W.I-m 2s12s1F z }I;� L_6o_ar- 50_00 Cn Oc W 'm (. Z O' I Z r N I DRAINAGE EASEMENT I n - -- H F w 1 (BY SEPARATE INSTRUMENT) I o �� ZX b w tll � I a 110 I N� - � i I! �;-I� � z --------285.80 L----� MATCH LINE - SEE SHEET 1 N8 7.5 UE of , 30I I N8V5739f n1.3a iv P 29 $I I�I I OO N89'S739'E I N_ 1n.3a ' 50'R.O.W. 26 NST5739T NO aa4 Nb IIII 27 Z N89'ST97E 111.3a 26 Ia�8CI NSTSMT IUJ LLI I25 N8tn9t'iS127.33383 'E 1113 MM MOBERLY 13, LLC I2 (CALLED 12.990 ACRES) 24 INST. NO. 2021-198906 RPRDCT N89 T LU OI I DIj 22 t-l� N8V5739TE I 111.30' (ol W 21 srl N SI N89-SrWE 1n.3a 11.36' 20 0 12 99 13 91 N8V573TE NW57M 122W 122W 11 a < 14 <� NBT57WE NWS739'E 1220a 127 W J 0 10 " 15 T1 N Ne4'S7391: v NRT57391= 122�00 122.oa Cl! 11! 16 a� N89'5739'E N891MT 122.W 122.W a �Rac< 17 " NBVS739'E NBTS739'E 122 W in IN 1220a in N N89'PNE N89'5739'E 12207 r r 12ZW J o c N NBT5739'E z NM'57M'E 122W 122.W ' ' 5 20 f N89'S739'E N8TS739•E 1 122W 122.W I 1a_ 4 a a 21 I� N89'ST39'E NS9'MTE vl 122.09 122.09 m O 3 P P �lil 2 2 c' N89'5MT NS9'5T39TE 12200' 12200' IP 2 P L. 23 NSTSMT N89'5739'E 1270a 122W r 1 o g 24 0�1' JSS374Rf a I'-' - 60Aa 244.W N89'5i39'E 7S3. 19 \ Drys ---- ��� 4o.0 S82°54'51'E " k. 95.91' N 18 0." � 11 �cy�ti° a 17 r e o 0 $� 51W CIRF 5/8' CIRF jP �� (BCG 255a U 66.W 40.0 1 _ 5451'E 25.03' - - - _ 1489'SrNE 1839.47 93727 1X 3 tics 4 so 5 s6 6 00 7 00 O 8 O 9 $ S` 10 $ N 11 O 120 O N 2 13 so so 00 0= s z z z z z z z z z z z 2a 8L 2a BL .Oa 5.-Oz- RAa 5D.W SQ �.00 50_W SO.m 0AO SO.W SO.OQ LADBROKE STREET L7.SUE S33'35'48'E60.W - - - - - - 707.2,E inN89.573TE 17.5UE r 60.0 53.39' 53.36 33.39' 53.E 53.39- 53.38 53.37 53. 8 53.39 53.38 53.39 a 35.Oaa 2a BL 9.2 .3: ir 3 P 21:$ O 3 N 4 O 5 C. 7 8 $ 9 $2 10 11 12oa 13 o Ci 1` NW 'E 707.24' OTAS 60.W 53.39' S3.W 53.37 53.W 533N7 53.38' 53.37 53.W 1 53.39' 53.39 53.37 60.w 60.00' 53.39' 53.W M.W 51W 53.37 53.38' 53.39' 53.38' 53.39' 53.39 53.39' 60.0a I I- 18 17 $ 15O 1.426 s �25hp=24o23Ns�22o�21 �$20a19 Z 25a33 ( 847 S33 5._3a m 6339ti 53.39 0O'maJ� I M 7.SUE 3o N (C I W I N89'S739 E 11236' 600W - - 318.96' - -� -- - r l O i o FFE _ TE G1ti O'''ftP SUE -vo N O I a, I Q 23 +La Z W 1 C N89'ST3TE ��� 113.6T ''� 35.W' (m S1.! 51m 51.18 51.18' 51.18 20' BL 51.18 51.18 51.18 (I 3 Q I go W 22 26.83' N89•sr39 E "' �g ri .•n-b N 34 t; 0 35 N s o 36 N$ s 37 �_ N$ s-3 38 a;e yV s O 39 S $V 40 o O a SV 41 s - O o 42 'cc I i a P 21.54' M of 5.W 25.00' z z z Z z z z Of LL ST39'E \L2.- I 160.00, 51.17 1 51.18' 1 51.18' 1191 51.18`118 1 51.19 1 5118' 3 t j ( 0 20 0� U ^ I ----- ---- ----- -- -- ---- - 5 WME ---' m Y I l u 1 a t° r 5/8, CIRF 1 1 ro�G) L O a Q l m m 1 S89°5739"W I o Q k it ? (4 17 n o m I n N N89'5m 10 b 110.Oa a'y Fo) 18 I$ in N89'57Z m 110.0a _J 19, N89'ST35 ISo $ I 110.Oa � a I „ 20 W W (1) W W y I Z TAU I V I Q 6 g _m Iy W Adl II _II KEMPT DRIVE 15'TEMPORARY UTLTY EsmT 7.5 UE INST. N0.2027. 36338 RPRDCi 7.5 UE 757.24' 150.W o O1 - - - NWST39'E 122629 (TOTAL) - - - - 7 5 5/8' CIRF & 51.18 51.13' 5i.18' s1-i8 S1.�S 51.1a s�.18 s1.14 s1.19' s1.18 51.17- si.19' II S89°57'39"W - W BL 1 167.62' FFE _ � 3 �_ 3 .''� 595.9 11 I 43s644s�45s=46o47s �$$ �s� 48s�491;850s� 8 �0 51 �� a� 52 so 53� 54 11 S00'02'21"E I 110.00' © 2 Z 2 Z Z Z Z Z Z Z Z I I I I S GAS ESMT L+----DOG NO.2022-170 PRDCT 51.18 II Zg • " 19 164.22' I N a �I 33 32 31 30 29 28 27 26 25 24 23 22 R I irc-1 O1 18 ( i L -- -- -- - -- -- - -- zvBl _ R - ----- ---- ----- t ---- ----- - ----- ---- ----- ---- - -• �NI I J 0 o 1 O 17 I I �: MOBBERLY FARMS PHASE 1 7.SUE ILDERTON STREET < R1. N i 0 DOC. NO.2022-170 PRDCT LL 1 16 I 1 a J.H. HOLCOMB & E.E. STEEN SURVEY - ABSTRACT NO. 1467 o ( I -.-.-.-_-_-_-_-.-_-_-.-.-.-.-. APPROXIMATE ...... - - --------- ----- . -LINE LEVI ROBINSON SURVEY - ABSTRACT NO. 1488 I! CURVE TABLE CURVE # DELTA RADIUS CH. BEARING CH. LENGTH LENGTH C7 090'00'00' %00 N44.57'39'E 70.71' 78.54 C2 067'51'03' 500.00 N33'5311'E 558.11' 592.11 C3 067'51VT 327.50 N33'53'11'E 365.56' 387.83 C4 057'S7'00' 50.00 S61'03'51'E 48.44' 50.57 C5 000'234T 1000.00 N00'1412'W 6.89' 6.89 C6 012'0741' 250.00 N06'06'11'W 5287 52.92 C7 022'083T 827.50 N78'5311'E 317.90' 319.89 C8 015T06'53' 60.00 N44'5739'E 117.61' 164.53 C9 022'08'ST 1000.00 N78'5311'E 384.17 386.57 C10 090.00'00' 50.00 S4W221T 70.71' 78.54 C11 090'00'00' 50.00 S45.02'21'E 70.71' 78.54 C12 090'00'00' 5020 N44'9WE 70.71' 78.54 C13 001'16W 1000.00 S89'24191 22.13' 22.13 C14 0157'06'5T 60.00 S45'02'21'E 117.61' 164.53 C15 0157'06'53' 60.00 S45'02'21'E 117.61' 164.53 C16 015TW53' 60.00 N44'S7'39'E 117.61' 164.53 C17 0125.03-ST 60.00 S61-03-51-E 106.47 130.47 I1$IE TABLE UNE # BEARING DISTANCE Li N0072'21'W 30.00' L2 S89'57'39'W 50.07 L3 SOo'02'21'E 60.00' L4 I N00'02'21'N! I 55.00 I I I I S89'57'39"W 539.13' 8 I II V WATER LINE ESMT I I ( INST. NO.2022-20955 RPRDCT i 11 Eo I I h II IW i N ho i j IN I I (CALLED 100.000 ACRES) ' I I MM MOBERLY 236, LLC I I I II i I INST. NO.2018-23944 RPRDCT I II I II � i/8' CIRF I I Bcc) I I m'SSE 'i O ' I DOC. NO.2022-170 1 21 20 19 18 17 16 15 RPRDCT II I ,J� 1x I I I OPEN SPACE& I II _-- ----- ---- ----- ---- �� `�\ ��� �/ DRAINAGE ESMT O I I L MOBBERLY FARMS PHASE 1 14 DOC. NO.2022-170 PRDCT II i 13 I I I -.-.-.-.-.-.�._.�I- -------- - - ' II I I I I I NOTES: 1. WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT. UTILITY PROVIDERS: (A) ELECTRIC & GAS SERVICE: COSERV (B) TELEPHONE SERVICE: AT&T 7701 SOUTH STEMMONS 2301 RIDGEVIEW DRIVE CORINTH, TEXAS 76210 PLANO, TEXAS 75025 1-800-274-4014 (972) 569-3084 (C) WATER & SANITARY SEWER UTILITY SERVICE: MUSTANG SPECIAL UTILITY DISTRICT 7985 FM 2931 AUBREY, TEXAS 76227 (940) 440-9561 2. Sanitary sewer to be handled by facilities approved by the Denton County Health Department and the Texas Commission on Environmental Quality. 3. The maintenance of paving, grading and drainage improvements and/or easements shown on this plat are the responsibility of the individual property owners and do not constitute acceptance of same for maintenance purposes by Denton County." 4. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings, and other obstructions to the operation and maintenance of the drainage facility. 5. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the floodway is prohibited. 6. Denton County will not be responsible for any damage, personal injury or loss of life or property occasioned by flooding or flooding conditions. 7. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage courses along or across the lots. 8. Construction not complete Within two years of the Commissioners Court approval shall be subject to current County Subdivision Rules and Regulations. 9. A driveway culvert must be obtained from Road and Bridge Departments by the owner of each lot prior to the construction, installation or placement of any driveway access improvements within the dedicated right-of-way. 10. No construction, without written approval from Denton County shall be allowed within an identified 'FIRM' floodplain area, and then only after a detailed floodplain development permit including engineering plans and studies show that no rise in the Base Flood Elevation (BFE) will result, that no flooding will result, that no obstruction to the natural flow of water will result and subject to all owners of the property affected by such construction becoming a party to the request. Where construction is permitted, all finished floor elevations shall be a minimum of one foot above the 100-year flood elevation. 11. The bearings shown and recited hereon are referenced to the Texas Coordinate System of 1983 - North Central Zone No. 4202 - NAD 83. (All distances are surface distances with a surface to grid scale factor of 0.999849393). 12. Plat and deed calls shown recited hereon are referenced to previously filed recorded plats and/or deeds for subject and adjoining properties. 13. Subject property is located within Zone X (un-shaded area), defined as 'Areas determined to be outside the 0.2% annual chance floodplain", according to Federal Emergency Management Agency Flood Insurance Rate Map for Denton County, Texas, Map Number 48121 CO260G, and 48121 CO270G, Revision Date April 18, 2011. Any floodplain lines shown graphically plotted hereon are according to this map. 14. Denton County shall not be responsible for maintenance of private streets, drives, emergency access easements, recreation areas and open spaces; and the owners shall be responsible for the maintenance of private streets, drives, emergency access easements, recreation areas and open spaces, and said owners agree to indemnify and hold harmless Denton County from all claims, damages and losses arising out of or resulting from performance of the obligations of said owners set forth in this paragraph. 15. All rimeter roe corners are 5/8-inch iron rods with cap stamped 'BCG 10194538 perimeter property rtY / p p set, unless noted otherwise. Lot comers are 5/8-inch iron rods with cap marked `BCG 10194538' set or an 'X' cut (set) in concrete. When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod maybe set five feet (5) from the rear lot comer on the side lot line. LOT STREET LOT 10. �. 110-1 101x10' SIDEWALK & STREET VISIBILITY EASEMENT STREET (TYPICAL) 1oI LOT STREET LOT 10'x10' SIDEWALK AND VISIBILITY EASEMENT AT STREET INTERSECTION (TYPICAL EXCEPT AS SHOWN OTHERWISE) OWNER / DEVELOPER: CONTACT: MM MOBBERLY 236, LLC 1800 VALLEY VIEW LANE, STE. 300 FARMERS BRANCH, TEXAS 75234 PHONE: 469-892-7200 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO.5184 EMAIL: JNichols@Barraza-Group.corn b = MOBBERLY MUSTANG 9 MOBBERLY w a SMILEY SITE w 42B 428 o MEADOW SMILEY r COURT U Z m 428 CAREY SONAR a CRUTCHFIELD LOCATION MAP NOT TO SCALE 0 100 200 SCALE V =10a LEGEND UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT LSE LANDSCAPING EASEMENT WLE WATER LINE EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT VE VISIBILITY EASEMENT BL BUILDING SETBACK LINE FFE FINISHED FLOOR ELEVATION R.O.W. RIGHT-OF-WAY ESMT EASEMENT RP RADIUS POINT S&E SAVE AND EXCEPT HOA HOME OWNERS ASSOCIATION CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PRDCT PLAT RECORDS of DENTON COUNTY, TEXAS A DESIGNATES BLOCK NUMBER Q DENOTES STREET NAME CHANGE CIRS IRON ROD SET WITH CAP STAMPED'BCG 10194538' GE GAS EASEMENT FINAL PLAT MOBBERLY FARMS PHASE 2 93.928 ACRES 27.766 ACRES RIGHT-OF-WAY 465 RESIDENTIAL LOTS 8 NON-RESIDENTIAL LOTS SITUATED IN THE J.H. HOLCOMB & E.E. STEEN SURVEY, ABSTRACT NO.1467 & MEMPHIS, EL PASO & PACIFIC RAILROAD CO. SURVEY - ABSTRACT NO.1504 CITY OF PILOT POINT 7'-- DENTON COUNTY, TEXAS CONSULTING GROUP, LLC a1 u_ 0 TBPLS FIRM REG. NO. 10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 a TELEPHONE - (214)-484-7055 EMAIL-JNichols@Barraza-Group.com PROJECT #-2019002-02 DATE - JANUARY 2024 SHEET 2 of 4 Filed for Record in the Official Records Of: Denton County On: 2/26120241:23:26 PM In the PLAT Records MOBBERLY FARMS PHASE 2 Doc Number: 2024-74 Number of Pages: 4 Amount: 200.00 Order#:20240226000425 By: MF OWNERS CERTIFICATE OWNER'S DEDICATION SURVEYOR'S CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS, MM Mobberly 236, LLC, is the owner of that certain tract of land situated in the J.H. Holcomb and E.E. Steen Survey, Abstract No.1467, and the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 1504, in Denton County, Texas, and being part of that certain called 100.000 acre tract of land described in deed to MM Mobberly 236, LLC recorded in Instrument No. 2018-23944, of the Real Property Records of Denton County, Texas (RPRDCT), and part of that certain called 184.731 acre tract of land (save and except a called 9.498 acre tract of land) described in deed to MM Mobberly 236, LLC recorded in Instrument No. 2019-103282, RPRDCT, and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap stamped "BCG 10194538' found at the northeast comer of a called 60-foot right-of-way dedication for Mobberly Road (a partially dedicated public right-of-way), said dedication according to Final Plat of Mobberly Multi -Family Addition, an addition to the City of Pilot Point ETJ, and Denton County, Texas, recorded in Instrument No. 2023-48, of the Plat Records of Denton County, Texas (PRDCT), together with Certificate of Correction in Instrument No. 2023-15757, RPRDCT; THENCE South 75"56'24" East, with the northerly line of said 184.731 acre MM Mobberly 236, LLC tract, and said approximate center of Mobberly Road, a distance of 210.54 feet to a 1/2-inch iron rod with cap stamped 'ALLIANCE' found for corner, THENCE continuing with the northerly line of the 184.731 acre MM Mobberly 236, LLC tract, and said approximate center of Mobberly Road, the following courses: North 01 *1447' East, a distance of 20.60 feet to a 1/2-inch iron rod found for corner; And North 89'32'36" East, a distance of 1432.22 feet a 5/8-inch iron rod with cap stamped "BCG 10194538' set for corner, THENCE over and across said MM Mobberly 236, LLC tracts, the following courses to 5/8-inch iron rods with cap stamped "BCG 10194538" set for corner: South 00'02'03" East, a distance of 108.31 feet to the beginning of a tangent curve to the right; Southeasterly, with said curve which has a central angle of 00"2342", a radius of 1040.00 feet, a chord which bears South 00*1412' East, a chord distance of 7.17 feet, and an arc length of 7.17 feet; South 00"02'21" East, a distance of 144.75 feet, South 89"5739" West, a distance of 10.00 feet; South 00"02'21" East, a distance of 882.27 feet to the beginning of a tangent curve to the right; Southwesterly, with said curve which has a central angle of 67"51'03", a radius of 530.00 feet, a chord which bears South 33*53'11" West, a chord distance of 591.60 feet, and an are length of 627.64 feet; South 67"4842" West, a distance of 286.09 feet to the beginning of a tangent curve to the right, Southwesterly, with said curve which has a central angle of 22"08'57", a radius of 1030.00 feet, a chord which bears South 78*53'11" West, a chord distance of 395.70 feet, and an arc length of 398.17 feet; And South 89"57'39" West, a distance of 539.13 feet; THENCE South 00'02'21" East, a distance of 460.00 feet to a 5/8-inch iron rod with cap stamped "BCG 10194538" found for corner at the northeast comer of Lot 1 X, Block L of Mobberly Farms Phase 1, an addition to Denton County, Texas according to Final Plat recorded in Document No. 2022-170, of the Plat Records of Denton County, Texas; THENCE with the northerly line of said Mobberly Farms Phase 1, the following courses to 5/8-inch iron rods with cap stamped "BCG 101 94538'found for comer: South 89"57'39" West, a distance of 167.62 feet; South 00"02'21" East, a distance of 110.00 feet; South 89"57'39" West, a distance of 1083.58 feet, North 00"02'21" West, a distance of 30.00 feet; South 89"57'39" West, a distance of 50.00 feet, South 00"02'21" East, a distance of 60.00 feet; And South 89"5739" West, a distance of 164.22 feet, said iron rod being located on said east right-of-way line of Farm -to -Market Road No.1385; THENCE with said east right-of-way line of Farm -to -Market Road No.1385, the following courses: North 01'49'09" East, a distance of 307.31 feet to a 1/2-inch iron rod with cap stamped "ALLIANCE" found for corner, And North 01 *1411" East, a distance of 370.96 feet to a 5/8 inch iron rod with cap stamped "BCG 10194538' found for corner at the southwest corner of a called 25-foot right-of-way dedication according to said Final Plat of the Mobberly Multi -Family Addition; THENCE South 8804617" East, with the south line of said 25-foot right-of-way dedication, passing at a distance of 25.00 feet a 5/8-inch iron rod with cap stamped "BCG 10194538' found at the southeast corner of said 25-foot right-of-way dedication, continuing with the most southerly south line of Lot 1, Block A, of the Mobberly Multi -Family Addition, in all, a total distance of 125.74 feet to a 5/8-inch iron rod with cap stamped 'BCG 10194538' found for comer, said iron rod being located at the beginning of a tangent curve to the left; THENCE southeasterly, continuing with the south line of said Lot 1, Block A, of the Mobberly Multi -Family Addition, and, with said curve which has a central angle of 01 *1604% a radius of 955.00 feet, a chord which bears South 89*2419" East, a chord distance of 21.13 feet, and an arc length of 21.13 feet to a 5/8-inch iron rod with cap stamped 'BCG 10194538' found for comer, THENCE North 89"5739" East, continuing with the south line of Lot 1, Block A. of the Mobberly Multi -Family Addition, and the south line of that certain called 12.990 acre tract of land described in deed to Moberly 13, LLC recorded in Instrument No. 2021-198906, RPRDCT, a distance of 804.89 feet to a 5/8-inch iron rod with cap stamped "BCG 10194538" found for corner, THENCE South 82'54'51" East, continuing with said south line of the Moberly 13, LLC tract, a distance of 95.91 feet to a 5/8-inch iron rod with cap stamped "BCG 101 94538'found for comer, THENCE North 00"02'21" West, with the east line of the Moberly 13, LLC tract, passing at a distance of 1218.92 feet the northeast comer of the Moberly 13, LLC tract, continuing in all, a total distance of 1278.92 feet to a 5/8-inch iron rod with cap stamped 'BCG 10194538' found for corner on a south line of said Lot 1, Block A, of the Mobberly Mufti -Family Addition; THENCE North 89"5739" East, with said south line of Lot 1, Block A, of the Mobberly Mufti -Family Addition, a distance of 295.30 feet to a 5/8-inch iron rod with cap stamped "McADAMS' found for comer, THENCE North 00"02'21" West, with the most easterly east line of Lot 1, Block A, of the Mobberly Mufti -Family Addition, a distance of 495.48 feet to the POINT OF BEGINNING, and containing an area of 93.928 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, MM Mobberly 236, LLC, a Texas Limited Liability Company, acting herein by and through their duly authorized officer, does hereby adopt this plat designating the herein above described property as MOBBERLY FARMS PHASE 2, an addition to City of Pilot Point, Texas, and do hereby dedicate to Mustang Special Utility District and the City of Pilot Point in fee simple, the streets and public use areas shown hereon, and do hereby dedicate the easements shown hereon for the purposes indicated to the exclusive use forever of City of Pilot Point, said dedications being free and clear of all liens and encumbrances except as shown herein. No buildings, fences, trees, shrubs or other improvements shall be constructed or placed upon, over or across the easements on said plat. At the discretion of City of Pilot Point and subject to it's written approval, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use the same unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to City of Pilot Point use thereof. Any public utility given the right by City of Pilot Point to use said easements shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these easements. Any public utility shall at all times have the right of ingress and egress to and from and upon any said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its respective system without the necessity at any time procuring the permission of anyone. I do hereby bind myself, my successors and assigns to forever warrant and defend all and singular the above described streets, easements and rights unto City of Pilot Point against every person whomsoever comes lawfully claiming or to claim the same or any part thereof. This property is not located within the Extra -Territorial Jurisdiction of any municipality. This plat approval is subject to all the platting ordinances, rules and regulations, and Development Agreements, if any, with and of Denton County, Texas. WITNESS MY HAND THIS LZ DAY OF 2024. MM Mobberly 236, LLC, a Texas limited liability company By: MMM Ventures, LLC, a Texas limited liability company Its Manager By: 2M Ventures, LLC, a Delaware limited liability company Its Manager By Mehrdad Moayedi Its Manager STATE OF TEXAS § COUNTY OF DALLAS § Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Mehrdad Moayedi, Manager of 2M Ventures, LLC, as Manager of MMM Ventures, LLC, as Manager of MM Mobberly 236, LLC, a Texas limited liability company on behalf of said company, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS il— DAY OF 9 2024. NOTARY PUEOC IN AND FOR THE STATE OF TEXAS. ♦gar °oe MATTHEW DAWSON i Notary ID #133843590 MY COMMISSION EXPIRES: ZZ My Commission Expires July 5, 2026 KNOW ALL MEN BY THESE PRESENTS: THAT I, JIMMIE D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED AND THE FIELD NOTES MADE A PART HEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND OR PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE DENTON COUNTY SUBDIVISION REGULATIONS. DATED THIS THE �— DAY OF , _ 2024. OF JIMMIE D. NICHOLS ...................' ""'"" Ea JIr AM!E D. MCHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 4`........... ^••••^•••••P••^ 5184 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JIMMIE D. NICHOLS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS �31 DAY OF 2024. JJ110,4A. rayv OTARY PUBLIC IN AND FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES: Ql loi 1.)6a-4 SW0289A G01, S12, C14, PID70, PID77, PID79, TIF30 43259 - A1467A E STEEN, TR 3(PT), 13.410AC/PART 43264 - A1467A E STEEN, TR 2, 38.320AC/PART 43393 - A1504A MEP & PRR, TR 9, 12.160AC/PART 729885 - A1467A E STEEN, TR 3A(PT), 24.3880AC/PART 729887 - A1467A E STEEN, TR 2A, 5.650AC/PART OWNER / DEVELOPER: CONTACT: MM MOBBERLY 236, LLC 1800 VALLEY VIEW LANE, STE. 300 FARMERS BRANCH, TEXAS 75234 PHONE: 469-892-7200 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR No. 5184 EMAIL: JNichols@Barraza-Group.com AMANDA RENEE SMITH Notary Public, State of Texas =_ °= y:•`e Comm. Expires Ot 09 2026 Notary ID 125153769 RECOMMENDED FOR APPRI Date of Recomme dation: Chairman: Date of City Council Approval: Mayor. BY THE PLANNING AND ZONING COMMISSION 6W , ATTEST THIS e DAY OF FfBevAl_y 20_Z4 City Secretary: �C71�Y1 ��i ••,,...,....,. �'' , S. FINAL PLAT MOBBERLY FARMS PHASE 2 93.928 ACRES 27.766 ACRES RIGHT-OF-WAY 465 RESIDENTIAL LOTS 8 NON-RESIDENTIAL LOTS SITUATED IN THE J.H. HOLCOMB & E.E. STEEN SURVEY, ABSTRACT NO. 1467 & MEMPHIS, EL PASO & PACIFIC RAILROAD CO. SURVEY — ABSTRACT NO.1504 CITY OF PILOT POINT DENTON COUNTY, TEXAS 1314 CONSULTING GROUP, LLC TBPLS FIRM REG. NO. 10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 EMAIL- JNichols@Barraza-Group.com PROJECT # - 2019002-02 DATE - JANUARY 2024 SHEET 3 of 4 LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCK/LOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCK/LOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCK/LOT AREA (AC) AREA (SF) BLOCK/LOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLK I LOT 2X 4.5581 198,552 BLK L LOT 34 0.1484 6,466 BLK M LOT 1 0.1515 6,600 BLK N LOT 1 0.1515 6,600 BLK O LOT 1 0.1400 6,100 BLK P LOT 1X 0.0698 3,041 BLK P LOT 2X 1.7844 77,729 BLK Q LOT 1 0.1232 5,366 BLK R LOT 1 0.1263 5„500 BLK S LOT 1 0.1263 5,500 BLK T LOT 1 0.1263 5,500 BLK U LOT 1 0.1476 6,428 BLK V LOT 1 0.1515 6.600 BLK I LOT 20 0.1134 4,940 BLK L LOT 35 0.1292 5,630 BLK M LOT 2 0.1348 5,872 BLK N LOT 1X 0.5846 25.466 BLK 0 LOT 2 0.1198 5,219 BLK P LOT 12 0A263 5,500 BLK P LOT 45 0.1263 515M BLK Q LOT 2 0.1079 4,700 BLK R LOT 2 0.1079 4,700 BLK S LOT 2 0.1079 4,700 BLK T LOT 2 0A079 4,700 BLK U LOT 2 0.1212 5,278 BLK V LOT 1X 0.1143 4,977 BLK 1 LOT 21 0.1122 4,868 BLK L LOT 36 0.1292 5,630 BLK M LOT 3 0.1348 5,872 BLK N LOT 2 0.1263 5,500 BLK O LOT 3 0.1198 5,219 BLK P LOT 13 0.1010 4,400 BLK P LOT 46 0.1010 4,400 BLK Q LOT 3 0.1079 4,700 BLK R LOT 3 0.1079 4,700 BLK S LOT 3 0.1079 4,700 BLK T LOT 3 0.1079 4,700 BLK U LOT 3 0.1212 5,278 BLK V LOT 2 0.1312 5,715 BLK 1 LOT 22 0.1099 4,788 BLK L LOT 37 0.1292 5,630 BLK M LOT 4 0.1348 5,872 BLK N LOT 3 0.1263 5,500 BLK O LOT 4 0.1198 5,219 BLK P LOT 14 0.1010 4,400 BLK P LOT 47 0.1010 4,400 BLK Q LOT 4 0.1079 4,700 BLK R LOT 4 0.1079 4,700 BLK S LOT 4 0.1079 4,700 BLK T LOT 4 0.1079 4,700 BLK U LOT 4 0.1212 5,279 BLK V LOT 3 0.1312 5,715 BLK I LOT 23 0.1017 4,428 BLK L LOT 38 0.1292 5,630 BLK M LOT 5 0.1348 5,872 BLK N LOT 4 0.1263 5.500 BLK O LOT 5 0A 198 5,219 BLK P LOT 15 0.1010 4,400 BLK P LOT 48 0.1010 4,400 BLK Q LOT 5 0.1079 4,700 BLK R LOT 5 0.1079 4,700 BLK S LOT 5 0.1079 4.700 BLK T LOT 5 0.1079 4,700 BLK U LOT 5 0.1476 6,431 BLK V LOT 4 0.1312 5,715 BLK L LOT 39 0.1292 51630 BLK M LOT 6 0.1348 5,872 BLK N LOT 5 0.1263 5,500 BLK O LOT 6 0.1198 5,219 BLK P LOT 16 0.1010 4,400 BLK P LOT 49 0.1085 4,725 BLK Q LOT 6 0.1079 4.700 BLK R LOT 6 0.1079 4,700 BLK S LOT 6 0.1079 4,700 BLK T LOT 6 0.1079 4,700 BLK U LOT 6 0.1163 5,068 BLK V LOT 5 0.1312 5,715 BLK L LOT 40 0.1292 5,630 BLK M LOT 7 0.1348 5,872 BLK N LOT 6 0.1263 5,500 BLK 0 LOT 7 0.1198 5,219 BLK P LOT 17 0.1324 5,765 BLK P LOT 50 0.1657 7,219 BLK Q LOT 7 0.1079 4,700 BLK R LOT 7 0.1079 4,700 BLK S LOT 7 0.1079 4,700 BLK T LOT 7 0.1079 4,700 BLK U LOT 7 0.1159 5,048 BLK V LOT 6 0.1312 5,715 BLK L LOT 41 0.1292 5,630 BLK M LOT 8 0.1348 5,872 BLK N LOT 7 0.1263 5,500 BLK 0 LOT 8 0.1198 5,219 BLK P LOT 18 0.2360 10,280 BLK P LOT 51 0.2443 10,644 BLK Q LOT 8 0.1079 4,700 BLK R LOT 8 0.1079 4,700 BLK S LOT 8 0.1079 4,700 BLK T LOT 8 0.1079 4,700 BLK U LOT 8 0.1154 5,027 BLK V LOT 7 0.1312 5,715 BLK L LOT 42 0.1292 5,630 BLK M LOT 9 0.1348 5,872 BLK N LOT 8 0.1263 5,500 BLK O LOT 9 0.1198 5,219 BLK P LOT 19 02136 9.306 BLK P LOT 52 0.1395 6,075 BLK Q LOT 9 0.1079 4,700 BLK R LOT 9 0.1079 4,700 BLK S LOT 9 0.1079 4,700 BLK T LOT 9 0.1079 4,700 BLK U LOT 9 0.1150 5.007 BLK V LOT 8 0.1312 5,715 BLK L LOT 43 0.1292 5,630 BLK M LOT 10 0.1348 5,872 BLK N LOT 9 0.1263 5.500 BLK O LOT 10 0.1198 5,219 BLK P LOT 20 0.1339 5,835 BLK P LOT 53 0.0984 4,287 BLK Q LOT 10 0.1079 4,700 BLK R LOT 10 0.1079 4,700 BLK S LOT 10 0.1079 4.700 BLK T LOT 10 0.1079 4,700 BLK U LOT 10 0.1145 4,987 BLK V LOT 9 0.1312 5,715 BLK L LOT 44 0.1292 5,630 BLK M LOT 11 0.1348 5,872 BLK N LOT 10 0.1263 5,500 BLK O LOT 11 0.1400 6,100 BLK P LOT 21 0.1278 5,565 BLK P LOT 54 0.1010 4,400 BLK Q LOT 11 0.1079 4,700 BLK R LOT 11 0.1079 4,700 BLK S LOT 11 0.1079 4,700 BLK T LOT 11 0.1079 4,700 BLK U LOT 11 0.1140 4,967 BLK V LOT 10 0.1383 6,024 BLK L LOT 45 0.1292 5,6W BLK M LOT 12 0.1348 5,872 BLK N LOT 11 0.1263 6,500 BLK O LOT 12 0.1400 6,100 BLK P LOT 22 0.1278 5,565 BLK P LOT 55 0,1010 4AW BLK Q LOT 12 0.1079 4,700 BLK R LOT 12 0.1079 4,700 BLK S LOT 12 0.1079 4,700 BLK T LOT 12 0.1079 4,700 BLK U LOT 12 0A 136 4,947 BLK V LOT 11 0A397 6,084 BLK L LOT 46 0.1292 5,630 BLK M LOT 13 0.1484 6,466 BLK N LOT 12 0.1263 5,500 BLK O LOT 13 0.1198 5.219 BLK P LOT 23 0.1278 5,565 BLK P LOT 56 0.1010 4,400 BLK Q LOT 13 0.1079 4,700 BLK R LOT 13 0.1079 4,700 BLK S LOT 13 0.1079 4,700 BLK T LOT 13 0.1079 4,700 BLK U LOT 13 0.1131 4,927 BLK V LOT 12 0.1653 7,202 BLK L LOT 47 0.1292 5,630 BLK M LOT 14 0.1515 6,600 BLK N LOT 13 0.1263 5,5W BLK O LOT 14 0.1198 5,219 BLK P LOT 24 0.1278 5,565 BLK P LOT 57 0.1010 4,400 BLK Q LOT 14 0.1263 5,500 BLK R LOT 14 0.1263 5,500 BLK S LOT 14 0.1263 5,500 BLK T LOT 14 0.1263 5,500 BLK U LOT 14 0.1126 4,906 BLK L LOT 48 0.1292 5,630 BLK M LOT 15 0.1348 5,872 BLK N LOT 14 0.1232 5,365 BLK O LOT 15 0.1198 5,219 BLK P LOT 25 0.1278 5,565 BLK P LOT 58 0.1010 4,400 BLK Q LOT 15 0.1263 5.500 BLK R LOT 15 0.1263 5,500 BLK S LOT 15 0.1263 5,500 BLK T LOT 15 0.1263 5,500 BLK U LOT 15 0.1122 4,886 BLK L LOT 49 0.1292 5,630 BLK M LOT 16 0.1348 5,872 BLK N LOT 15 02946 12,831 BLK O LOT 16 0.1198 5,219 BLK P LOT 26 0.1278 5,665 BLK P LOT 59 0.1010 4,400 BLK Q LOT 16 0.1079 4,700 BLK R LOT 16 0.1079 4,700 BLK S LOT 16 0.1079 4,700 BLK T LOT 16 0.1079 4.700 BLK U LOT 16 0.1117 4,866 BLK L LOT 50 0.1292 5,630 BLK M LOT 17 0.1348 5.872 BLK N LOT 16 0.2192 9,547 BLK 0 LOT 17 0.1198 5,219 BLK P LOT 27 0.1278 5,565 BLK P LOT 60 0.1010 4,400 BLK Q LOT 17 0.1079 4,700 BLK R LOT 17 0.1079 4,700 BLK S LOT 17 0.1079 4.700 BLK T LOT 17 0.1079 4,700 BLK U LOT 17 0.1366 5,950 BLK L LOT 51 0.1292 5,630 BLK M LOT 18 0.1348 5,872 BLK N LOT 17 0.1463 6,375 BLK O LOT 18 0.1198 5,219 BLK P LOT 28 0.1278 5,565 BLK P LOT 61 0.1010 4.400 BLK Q LOT 18 0.1079 4,700 BLK R LOT 18 0.1079 4,700 BLK S LOT 18 0.1079 4,700 BLK T LOT 18 0.1079 4,700 BLK U LOT 18 0.1563 6,810 BLK L LOT 52 0.1292 5,630 BLK M LOT 19 0.1348 5,872 BLK N LOT 18 0.1263 5,500 BLK O LOT 19 0.1198 5,219 BLK P LOT 29 0.1278 5,565 BLK P LOT 62 0.1010 4,400 BLK Q LOT 19 0.1079 4,700 BLK R LOT 19 0.1079 4,700 BLK S LOT 19 0.1079 4,700 BLK T LOT 19 0.1079 4,700 BLK U LOT 19 0.1216 5,299 BLK L LOT 53 0.1292 5,630 BLK M LOT 20 0.1348 5,872 BLK N LOT 19 0.1263 5,500 BLK O LOT 20 0.1198 5,219 BLK P LOT 30 0.1278 5,565 BLK P LOT 63 0.1010 4,400 BLK Q LOT 20 0.1079 4,700 BLK R LOT 20 0.1079 4,700 BLK SLOT 20 0.1079 4,700 BLK T LOT 20 0.1079 4,700 BLK U LOT 20 0.1291 5,623 BLK L LOT 64 0.1292 5,630 BLK M LOT 21 0.1348 5,872 BLK N LOT 20 0.1515 6,600 BLK 0 LOT 21 0.1198 5,219 BLK P LOT 31 0.1278 5.565 BLK PLOT 64 0.1010 4,400 BLK Q LOT 21 0.1079 4.700 BLK R LOT 21 0.1079 4,700 BLK S LOT 21 0.1079 4,700 BLK T LOT 21 0.1079 4.700 BLK U LOT 21 0.1193 5,195 BLK M LOT 22 BLK M LOT 23 BLK M LOT 24 BLK M LOT 25 BLK M LOT 26 0.1348 0.1348 0.1348 0.1348 0.1515 5,872 5,872 5,872 5,872 6,600 BLK O LOT 22 0.1400 6,100 BLK P LOT 32 BLK P LOT 33 BLK P LOT 34 BLK P LOT 35 BLK P LOT 36 BLK P LOT 37 BLK P LOT 38 BLK P LOT 39 BLK P LOT 40 0.1278 0.1278 0.1278 0.1278 0.1278 0A278 0.1278 0.1278 0.1533 5,565 5,565 5,565 5,565 5,565 5,565 5,565 5.565 6,678 BLK P LOT 65 0.1414 6,160 BLK Q LOT 22 BLK Q LOT 23 BLK Q LOT 24 BLK Q LOT 25 BLK Q LOT 26 BLK Q LOT 27 BLK Q LOT 28 0.1079 0.1079 0.1079 0.1079 0.1079 0.1079 0.1263 4,700 4,700 4,700 4,700 4,700 4,700 5,500 BLK R LOT 22 BLK R LOT 23 BLK R LOT 24 BLK R LOT 25 BLK R LOT 26 BLK R LOT 27 BLK R LOT 28 0.1079 0.1079 0.1079 0.1079 0.1079 1 0.1079 0.1263 4,700 4,700 4,700 4,700 4,700 4,700 5,500 BLK S LOT 22 BLK S LOT 23 BLK S LOT 24 BLK SLOT 25 BLK S LOT 26 BLK SLOT 27 BLK S LOT 28 0.1079 0.1079 0.1079 0.1079 0.1079 0.1079 0.1263 4,700 4,700 4,700 4,700 4,700 4,700 5,500 BLK T LOT 22 BLK T LOT 23 BLK T LOT 24 BLK T LOT 25 BLK T LOT 26 BLK T LOT 27 BLK T LOT 28 0.1079 0.1079 0.1079 0.1079 0.1079 0.1079 0.1263 4,700 4,700 4,700 4,700 4,700 4,700 5,500 BLK U LOT 22 BLK U LOT 23 BLK U LOT 24 BLK U LOT 25 BLK U LOT 26 BLK U LOT 27 BLK U LOT 28 BLK U LOT 29 0.1188 0.1183 0.1179 0.1174 0.1170 0.1165 0.1161 0.1156 5,175 5,155 5,135 5.116 5,096 5,076 5,056 5,036 BLK P LOT 66 0.1010 4,400 BLK P LOT 67 0.1010 4,400 BLK P LOT 68 0.1010 4,401 BLK P LOT 69 0.1010 4,400 BLK P LOT 70 0.1010 4,400 BLK P LOT 71 0A010 4,400 BLK P LOT 72 0.1010 4,400 BLK P LOT 73 0.1010 4,400 BLK P LOT 74 0.1010 4,400 BLK P LOT 75 0A010 4,400 BLK P LOT 76 0.1010 4,400 BLK P LOT 77 0.1010 4,400 BLK P LOT 78 0.1010 4,400 BLK P LOT 79 0.1010 4,400 BLK P LOT 80 0.1010 4,400 BLK P LOT 81 0.1010 4,400 BILK P LOT 82 0.1010 4,400 BLK P LOT 83 0.1010 4,400 BLK P LOT 84 0.1010 4,400 BLK P LOT 85 0.1010 4,400 BLK P LOT 86 0.1262 5,495 LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCK/LOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLOCK/LOT AREA (AC) AREA (SF) BLOCKILOT AREA (AC) AREA (SF) BLK AG LOT 1 0.1515 6,600 BLK AH LOT 1 0.1515 6,600 BLK Al LOT 1 0.1515 6,600 BLK AJ LOT 1 0.1515 6,600 BLK AK LOT 1 0.1768 7,700 BLK AL LOT 1 0.1515 6,600 BLK AM LOT 1 0A654 7,203 BLK AZ LOT 1 0.1370 5,966 BLK AG LOT 2 0.1283 5,590 BLK AH LOT 2 0.1283 5,590 BLK AI LOT 2 0.1283 5,590 BLK AJ LOT 2 0.1263 5,500 BLK AK LOT 1X 0.4630 20,166 BLK AL LOT 1X 0.1309 5.700 BLK AM LOT 1X 0.1816 7,909 BLK AZ LOT 2 0.1175 5,118 BLK AG LOT 3 0.1283 5,590 BLK AH LOT 3 0.1283 51590 BLK Al LOT 3 0.1283 5,590 BLK AJ LOT 3 0.1263 5,500 BLK AK LOT 2 0.1334 5,813 BLK AL LOT 2 0.1347 5,867 BLK AM LOT 2 0.1396 6,081 BLK AZ LOT 3 0.1175 5,118 BLK AG LOT 4 0.1283 5,590 BLK AH LOT 4 0.1283 5,590 BLK AI LOT 4 0.1283 5,590 BLK AJ LOT 4 0.1263 5,500 BLK AK LOT 3 0.2263 9,858 BLK AL LOT 3 0.1347 5,867 BEK AM LOT 3 0.1333 5,806 BLK AZ LOT 4 0.1175 5.118 BLK AG LOT 5 0A283 5,590 BLK AH LOT 5 0.1283 5,690 BLK Al LOT 5 0.1283 5,590 BLK AI LOT 5 0.1263 5,500 BLK AK LOT 4 0.1747 7,611 BLK AL LOT 4 0.1347 5,867 BLK AM LOT 4 0.1641 7,150 BLK AZ LOT 5 0.1175 5,118 BLK AG LOT 6 0.1283 5,590 BLK AH LOT 6 0.1283 5,590 BLK AI LOT 6 0.1283 5,590 BLK AI LOT 6 0.1263 5,500 BLK AK LOT 5 0A263 5,500 BLK AL LOT 5 0.1347 5,867 BLK AM LOT 5 0.1282 5,582 BLK AZ LOT 6 0.1175 5,118 BLK AG LOT 7 0.1283 5,590 BLK AH LOT 7 0.1283 5,590 BLK AI LOT 7 0.1283 5,590 BLK AJ LOT 7 0.1263 5,500 BLK AK LOT 6 0.1263 5,500 BLK AL LOT 6 0.1347 5,867 BLK AM LOT 6 0.1282 5,583 BLK AZ LOT 7 0.1175 5,118 BLK AG LOT 8 BLK AG LOT 9 BLK AG LOT 10 BLK AG LOT 11 BLK AG LOT 12 BLK AG LOT 13 BLK AG LOT 14 BLK AG LOT 15 BLK AG LOT 16 BLK AG LOT 17 BLK AG LOT 18 BLK AG LOT 19 BLK AG LOT 20 BLK AG LOT 21 BLK AG LOT 22 0.1283 0.1283 0.1283 0.1515 0.1515 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1515 5,590 5,590 5,590 6,6W 6,600 5,590 5.590 5,590 5,590 5,590 5,590 5,590 5,590 5,590 6,600 BLK AH LOT 8 BLK AH LOT 9 BLK AH LOT 10 BLK AH LOT 11 BLK AH LOT 12 BLK AH LOT 13 BLK AH LOT 14 BLK AH LOT 15 BLK AH LOT 16 BLK AH LOT 17 BLK AH LOT 18 BLK AH LOT 19 BLK AH LOT 20 BLK AH LOT 21 BLK AH LOT 22 0.1283 0.1283 0.1283 0.1515 0.1515 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 1 0.1515 5,590 5,590 5,590 6.600 6,600 5.590 5,590 5,590 5,590 5,590 6,590 5.590 5,590 5,590 6,600 BLK Al LOT 8 BLK Al LOT 9 BLK AI LOT 10 BLK AI LOT 11 1 BLK Al LOT 12 BLK Al LOT 13 BLK Al LOT 14 BLK AI LOT 15 BLK AI LOT 16 BLK AI LOT 17 BLK AI LOT 18 BLK Al LOT 19 BLK Al LOT 20 BLK AI LOT 21 BLK Al LOT 22 0.1283 0.1283 0.1283 0.1515 0.1515 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1283 0.1515 6,590 5,590 5,590 6,600 6,600 6,590 5,590 5,590 5,590 5,590 5,590 5.590 5,590 5,590 6,600 BLK AI LOT 8 BLK AJ LOT 9 BLK AJ LOT 10 BLK AI LOT 11 BLK AJ LOT 12 BLK AJ LOT 13 BLK AJ LOT 14 BLK AI LOT 15 BLK AI LOT 16 BLK AJ LOT 17 BLK AL LOT 18 BLK AL LOT 19 BLK AL LOT 20 BLK A.) LOT 21 0.1263 0.1263 0.1752 0.1610 0.2376 0.2593 0A 195 0.1232 0.1262 0.1262 0.1263 0.1263 0.1263 0.1515 5,500 5,500 7,631 7,013 10,350 11,295 5,207 5,365 5,499 5,499 5,500 5,500 5,500 6,600 BLK AL LOT 7 BLK AL LOT 8 BLK AL LOT 9 BLK AL LOT 10 BLK AL LOT 11 BLK AL LOT 12 BLK AL LOT 13 BLK AL LOT 14 0.1347 0.1347 0.1347 0.1347 0.1347 0.1347 0.1347 0.1515 5,867 5,867 5.867 5,867 5,867 5,867 5,867 6,600 BLK AM LOT 7 BLK AM LOT 8 BLK AM LOT 9 BLK AM LOT 10 BLK AM LOT 11 BLK AM LOT 12 BLK AM LOT 13 BLK AM LOT 14 BLK AM LOT 15 BLK AM LOT 16 BLK AM LOT 17 0.1282 0,1367 0.1483 0.1483 0.1483 0.1483 0.1483 0.1483 0.1483 0.1441 0.1556 5,583 5,957 6,459 6,459 6,459 6,459 6,459 6.459 6,459 6,275 6,778 BLK AZ LOT 8 0A 175 5118 BLK AZ LOT 9 0,1175 5,118 BLK AZ LOT 10 0.1175 5,118 BLK AZ LOT 11 0.1175 5,118 BLK AZ LOT 12 0.1400 6,100 BLK AZ LOT 13 0.1400 6,100 BLK AZ LOT14 0.1175 5,118 BLK AZ LOT15 0.1175 5.118 BLK AZ LOT16 0.1175 5,118 BLK AZ LOT17 0.1175 5,118 BLK AZ LOT 18 0.1175 5,118 BLK AZ LOT 19 0.1175 5,118 BLK AZ LOT 20 0.1175 5.118 BLK AZ LOT 21 0.1175 5,118 BLK AZ LOT 22 0.1175 5,118 BLK AZ LOT 23 0.1175 5,118 BLK AZ LOT 24 1 0.1400 1 6,100 OWNER / DEVELOPER CONTACT: MM MOBBERLY 236, LLC 1800 VALLEY VIEW LANE, STE. 300 FARMERS BRANCH, TEXAS 75234 PHONE_ 469-892-7200 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 EMAIL: JNichols@Barraza-Group.com FINAL PLAT MOBBERLY FARMS PHASE 2 93.928 ACRES 27.766 ACRES RIGHT-OF-WAY 465 RESIDENTIAL LOTS 8 NON-RESIDENTIAL LOTS SITUATED IN THE J.H. HOLCOMB & E.E. STEEN SURVEY, ABSTRACT NO. 1467 & MEMPHIS, EL PASO & PACIFIC RAILROAD CO. SURVEY - ABSTRACT NO.1504 CITY OF PILOT POINT CONSULTING GROUP, LLC TBPLS FIRM REG. NO.10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)484-7055 EMAIL - JNichols@Barraza-Group.com PROJECT # - 2019002-02 DATE - JANUARY 2024 SHEET 4 of 4 DENTON COUNTY, TEXAS