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SM0316ALot 10 Lot 7 Lc Alum. Wot Monument P.O.B. C 0 CL 0 0_0- 11�01 F.M. 2181 _S_889425" F. ,)nnn.x;, State of Texas 2010-55750 Ilk ' X" 7 1 60 0 60 120 180 Feet Approximate Location Survey 112 537 Contour CRS 4�ee Note 4) USACE Mon USACE Mon'\ (G&A) F523-30 F523-28 S 89106100" E 21693' USACE Mona \pevn r F523-32 O'k t\e\\, 3f iaeln ,son 30bV1 1R%G, e'& ?9- \1 0\. 537 Contour (See Note 4) V 112 CRS '(IG2&A')' Ectst 189.61' 112\CRS F-11turca Addition (G&A), "p r - C0IO I- - - - ---10-, L- A= 18014'20" L. oke, 1 51\ D R=288.00' 0. ot'lity'-ftt 14-J g, 5' W10" E ftwzv?A*4 / 1 24 20'D.F. 23,234 Sf 477,e CID 0.533 Ac. CNI 0 123 .54 'f _ J ' 12.26 IX E 08 112" R9, rill , _ " J. L=91-68 S 43006'50" E CD=S 10048'12" W 60.69' CL=91.29' �12" CRS USACE Mon CRS 112' CRS I 1411 a (G&Af EAST 367.62' (G&A)_t ro F52J-3,3 84 84'- T A - - -� f '?7 38' - - - 120.00' 40' F_ 1 d-B-L - 1112" A-- 4502 1'42" L4 CRS R=188.00' d. I /> I I L=148.84' 10'D.E to. e �,e q 10'D.F_ 16 D.E. CD=S 20*2558" E �eo 22,914 Sf 6 IF USAGE Mon F52,3-29 Lewisville Lake United States of America A,Portion of Tract F-523 Lewisville Lake Volume 375, Page 207 L LINE TABLE LINE BEARING DISTANCE Ll N 31103'50" E 2J.22' L2 N 3058'180 E J8. 00' LJ S 18V5,10' W 25.84' L4 N 5009'05' W 40.91' L5 N 6375'00' E 31.99' Lt T N 8675'00# E 29.12' L7 - RZ0001000 E IL97' L8 N 75VD!00' E 56.85' L9 N 10*00'00* E 81.760 L10 N 46UO'00' E 28. 13' 01 N 21VO'00' E J5.61' L12 N 51 V0100' E 52.57' LIJ S 10VO'00" W 7 72' Teasley Drive SITE Aj 1*1 filk I I CA TWAI Turbeville CURVE TABLE CURW RADIUS DELTA ANGLE ARC LENGTH LONG CHORD C1 200.00 4378'410 151.19' N 8035'30* W, 147.61' C2 JOO. 00' 11*58'10' 62.67' N 25V445' & 62.56' CJ 200.00' 856'09' 31.19' N 5428105- W, 31. 16' C4 200.00' 55100100" 191.99, S 7730'00' & 184.70' 05 500. 00' 3305'10' 288.73' N 88*27:25' W, 284.74' C6 500.00' 12153'08" 112.45' N 6528'16' W,,,, 12.21' C7 200.00' 15*58'23" 55� 76' N 100'59'4,&.58' C8 26, 00' 8378'15' 3780' S 7009 '39', W, J-C 56' C9 26.0( 1 7904'14" 35.88v� 71 S 1027 53E;" 33,10' CIO 26. 00' 89*4351" 40.7V N 59V7a50 E, k.M'� C11 26. 00' 8322'01" 1 37.0 N 26*&Ir 71111, 34.58' C12 26.00' 94*43'05* 1 4298' '1. S-21,V69,- &J8,25' CIJ 40.00' 2500'00' 17.45' N 75•A5'007_& 17.32' 014 40.00' 3875100' 26.70' N,09W17-_& 26.21' C15 40. 30.O.5' 8 l Q. c. CRS Y12' CRS cl� �[ 112' 24,840 Sf 22,388 Sf 11 0.514 Ac. (G&A) EAST 283.76' 3 t t 21 0.570 Ac. I I S 0 IS 20'D.F- I__ 24.02'7777= 4 - - - - - - 4- _33� 81 10 S 14*24'40" E P+ S 142440' E Ep. 66 '4 22.95' 49.73' l 0 _j 15'USACE 125-80' USACE Mon 077 Ns Access F52J-34 4.55 14 Rood E Lot 11 B L. .05 23,322 Sf 87.79 0.5,35 Ac. 94 -1004' 75 -0 ill? tre t 11 Oak . &�>' I, I,< 1- 5 4' "1 *'�� 590. -" J.97' 01 10' 8L 0 5 04, Cal *'_� 1\ 92.5 S 15VO'00* E_ 'East 113.59' 44 6819 C-> 50.41' _%14 Lij --- t-3 16.�2' 10 1-4 8_' 01% 1 C0 L 6 8 USACE Mon \,b 26J8 IX Block F Q1 07 Contour it 4-1 -4J 31,550 Sf 0.809 A $6 N I F523 35,251 Sf <Yy 56 illo 19 32, M 69X (See Note 4) Sf03 53,521 tl� D.E.Dt3�-' N, 0.724 Ac. 8.70' 1.229 Ac.% _77 Zo N 5' 4� %'JI/ 18 �2 537 Contour 7OX Iq N 15W'00" W 0, 668 Sf 23.28' �2" (See Note 4) 52, 6 \"-1 0,564 Sf 1.209 Ac. 17 16 N 21'JO'00' E 0.243 Ac. i\z / (�) 5305' A CE -Mon 41,104 Sf 41,324 Sf to's F523-35 S 18*01'J5" E N 89U0100 . f% 0 - 944 Ac. 0.949 Ac. 1,58.69' J2.78' N 89 '30100 E N 86100'00 E C� -ity J0,65' S 68'00'00- E N 46'30'00' E USACE Mon W 74,71 ox Location C of Corinth Line- 1265' USACE Flowage EsIrmt __/ k rTJ2 F523- 42 Lewlsid7le Lake $ 74-24!30 �t�To;�kory Cree 100 28,12' st AP Volume 375, Page 207 N 89' 56, S 8745100" El tz C13 USACE Flowage Esmt N 86V 00- E 118.4.7L_ 28.J4' P-r- ti ___ 7J.20' Lewisw7le Lake -S 49'15'00' E Building Volume J75, Page 207 36.93' b)- , I Building S 49*15'00'E Line Line J786' & D.E. & D.E. 537 Contour 12' zll� USAGE Mori Ea st 71L 21'00'00"E C 00 (See Note 4) Buddin 45.,38' F523-36 I -C Ln Line C\Z 2' USACE Mon 6 llot�e N 0.526 Ac. I{ 1 22,238 Sf co CL=144.98tty ' N 7745'09' E ee I I M kj 0.511 Ac. -5.65' 24,393 Sf 0 0 all 7 C l 5 Lot 10 0- - 112 CRS zt: V co -1 / #r 00 156 71' rUSACE Mon F523- 45 If co REMAINDER Called 106,031 Ac. (ege USA CMPOratian 2014-9071 (0.071 Acres) & D.E. 167 USACE Flowage Esmt. F523-44 Lewisville Lake N 51 E 07 Contour Volume 375, Page 207 216-49' 11 48.87' VIV � 469-067 (See Note 4) cz� Buildin 84.74' 84015 50 C.3 I 9 91, -- Line Lewisville Lake &AE, 112" CRS� (G&A) United States of America XN __�pprox Location A Portion of Tract F-523 Lewisville Lake 171,575 Sf 5-e-nt - City Of Corinth Line Volume 375, Page 207 3.939 Ac. <�A USACE Mon on cifY�Mz� F52J-J7 �k 11g co E 0 E N D P.O.B. = POINT OF BEGINNING G&A = G&A CONSULTANTS, LLC. RF = REBAR FOUND CRS = CAPPED REBAR SET CRF = CAPPED REBAR FOUND BL = BUILDING LINE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT WME = WALL MAINTENANCE EASEMENT PRDCT = PLAT RECORDS, DENTON COUNTY, TEXAS RPRDCT = REAL PROPERTY RECORDS DENTON COUNTY, TEXAS SSE = SANITARY SEWER EASEMENT VILE = WATER LINE EASEMENT USACE = UNITED STATES ARMY CORPS OF ENGINEERS USACE Mor i C', USACE F52J- 07 Contour / J (See Note 4) USACE Mon F,52J-J8 '�_Q_QILDING l0006owild ft, 231 �0 W S81048 77-2�'30 00 do* ��O�)y �,908...Z07' USACE Man r F52J-J9 -7, * 1:10 A T A& SrMPIANNING QVILENGUMERING PLATTING CONSULTANTS,, LLC_ LAND SURVEYING LANDSCAPE ARCHITECTURE TBPE Firm No. 1798 111 Hillside Drive - Lewisville, TX 75057 - P: 972.436.9712 - F: 972.436.9715 TBPLS Firm 611 Dallas Drive, Suite 114 - Roanoke, TX 76262 - P: 682.831.9712 - F: 817.890.4043 No. 10047700 9 DRAWN BY: JS DATE: 1/22/14 SCALE: 1"=60' JOB. Nw 1313 OWNER LELEGE USA 13355 Noel Road, Ste 1823 Dallas, Texas (972) 866-8866 EXT. 1008 Contact VIC WYLY "M e DP 2?�r2016 at """01 00 1420�5;1: LIENHOLDER'S STATE OF TEXAS � COUNTY OF DENTON: We, Ldego Long Lake, LP, are the owners of the land shown on this plot within the area described by rn*tea and bounds as follows: Being all that certain lot, trout or parcel of land situated in the William Luttrell Sorvey, Abstract Number 740. City of Corinth, Denton County, Texas, and being part of that certain called 110,647 acre tract of land daooibad in deed to John H. Nino, A. Ben P|nno||, Jr. and Richard Williams, recorded in Volume 1388, Page 411 of the Rao{ ProoertvRecnrdo of Denton County, Texas, and being part of that certain oo||od 10.465King, tract of land described as Tract || and port of that certain oo||ed 32.673 acre tract ofland described as Tract ||| in deed to Butterfly Haven, Ltd., recorded in Document Number 2005-42028 of the Roo| Property Records of Denton County, Texoa, and being and being all of that certain co||md 106'031 acre tract of land described in deed to Lnlege USA Corporation, recorded in Document Number 2014-9071 of the Real Property Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at o 1/2" copped rebor set /G8cA Conau|tonto) on the west line of said 10.465 acre troct, and being on the east line of Lot O. Block A, The Bluffs at P(nno|| Pointe, on addition to the City of Corinth, according to the plot thereof recorded in Cabinet X. Page 730 of the Plot Records of Denton County, Texas, from which o 3/8" rabor found at the southwest corner n oo|ied 24.100 acre tract of land described in deed to Butterfly Haven, Ltd., recorded in Document Number 2003-75774 of the Real Property Records of Denton County. Texas, being on the north line of said 10.458 acre Tract ||^ being the southeast corner of Serendipity Hi|\e' Phase |, on addition to the City of Corinth, according to the plot thereof recorded in Cabinet K, Page 163 of the Plat Records of Denton County, Texas, and being the easterly northeast corner of said The Bluffs at P[nne{| Pointe, bears N 00^26^13" 0\ 278.23 feet; THENCE over ooroaa and through said 110.647 acre trout the following: ` East, 189.61 feet to o 1/2" copped rebor set (G&A Consultants) at o point of curvature of o non -tangent curve to the right; Southwesterly \th the arc of said curve, having o radius of 288.00 feet' o central angle of 18*14'20", on on: length of 91.68 feet, and whose chord bears 3 10*48^12° W( 81.29 feat to o 1/2" copped rebor set (G&A Consultants); East, 367.82 feet to o 1/2" capped rebor set (Q8cA Consultants); S 43106`50" E' 60'68 ƒ*at to o 1/2" capped rebor set (C&cA Conou|tnnta); N 46153^10"E. 189'15 feet to o 1/2" capped rebor sot (G&A Cunau|tonto)| S 43l06^50° E, 82.61 feat to o 1/2" capped rebor set /G&:A Consultants) at o point of curvature of o curve to the right; Southeasterly with the arc of said curve, having m radius of 188.00 feet, o central angle of 45^21'42", on arc length of 148.84 feet, and whose chord bears S 20'25`58" E` 144.98 feet to o 1/2" capped rebor set /G&A Coneu|tonta\; East, 283.76 feet to o 1/2" capped rebor set (G8bA Consultants) on the south line of said 32.673 mura tract some being the south line of said 110.847 acre tract and being on the north line of o portion of Tract F-523 (Lake Lewisville) recorded in Volume 375' Page 207; THENCE with the south line of said 32.673 acre trout the following: S 14*24`40" E, 49.73 feet to USACE monument number F 523-34 found; S 42l1`10" YY. 212.09 feet to USACE monument number F 523-35 found; S 50^09^05"E, 175.22 feet to USACE monument number F 523-36 found; S 52*13'00"E' 115.97 feet to USACE monument number F 523-37 found; S 09*47'30"W( 114.64 feet to USACE monument number F 523-38 found; S 77^25`30" M\ 231.02 feet to USACE monument number F 523-39 found; N 81^48'00"YV' 208.90 feat to USACE monument number F 523-40 found; N 50~50'00" W( 104,95 feet to USACE monument number F 523-41 found; N 04*24"10" E. 269.75 feet to USACE monument number F 523-42 found; N 51^00'00"YV^ 142.27 feet to USACE monument number F 523-43 found; S 28~53'30" W, 211.03 feet to USACE monument number F 525-44 found; S 84?5`50" V, 469.06 feet to o 1/2" capped rebor set (GfbA Consultants); THENCE N 82*30'00" VY^ 156.71 feet to o 1/2" copped rebor set (G&A Consultants) to the east line of said Tract ||. The Bluffs at Pinne|| Pointe Phase ||; THENCE N 22*54'10" E` with the east line of said Tract ||. The Bluffs at P|nne|| Pointe Phase ||, passing at 89.39 feet the northeast corner thereof, being the most easterly southeast corner of said The Bluffs at Pinna}| Pointe' continuing with the woat line thereof o total distance of 439.35 feet to o 1/2" copped rebor set (Q&A); THENCE N 00*26'13"VY' 129.85 feet continuing with the east line of said The Bluffs at Pinna|| Pointe to the POINT OF BEGINNING and containing approximately 13.794 oorao of land and designated herein as Long Lake, Phase L on addition to the City of Corinth, Texas, and whose name is subscribed hereto, hereby dedicate to the L�6: fee simple tie, free and clear ofallliens and encumbrances, all streets, thoroughfares, alleys, parks,and trails, to the public use forever easements for sidewalks, storm drainage fo�ities, flnod*oya water mains, wastewater rno|ns and other utilities, and any other property necessary to serve the plot and to implement the requirements of the Subdiviaion Ordinance and Design Criteria thereon shown for the d consideration therein expressed. WITNESS OUR HAND this day of 2016, LELEGE LONG LAKE LP` o Texas limited partnership BY: LLQ Long Lake GP Corp-, Its General Partpyer STATE OF TEXAS COUNTY OF P BEFORE ME, THE UNDERSIGNED AUTHORITY personally appeared YiVion Taou, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged that he executed the aonoo for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of DpctLcL= 2016. Notary Public DIANA DRURY S� Notary Public, state of Texas My commission expires the day of hocuaq �fi 4 ZE Comm, Expires 12-17-2019 Notary ID 130472601 OWNER'S STATEMENT FOR FIRE LANE EASEMENT The undersigned covenants and agrees that he /th^v\ shall construct upon the fire lane easements, as dedicated and shown hereon, o fire Lone in accordance with theFire Code and City standards and that hn '' shall maintain the some in o state of good repair at all times in accordance with City Ordinance. The fire |ona easement shall be kept free of obstructions in accordance with the City Ordinance. The maintenance of pavement in accordance to City Ordinance of the fire ]one easements is the responsibility of the owner. The owner ahoU identify the fire lane in accordance with City Ordinance. The Chief of Police or h duly authorized representative is hereby authorized to oouao such fire |ooe and utility easements to be maintained free and unobstructed at all times for fire department and emergency use. OWNERS: WITNESS OUR HAND this JI -day of LELEGE LUNG LAKE LP' a Texas limited partnership BY: LLG Long Lake GP Corp., o Texas corporation, Its General Partner' ~ STATE OF TEXAS COUNTY OF ' : N&erooa` Equity Secured Capital, acting by and through the undersigned, its duly authorized agent, is the \ieohcJdor of the property described hereon, does hereby ratify all dedications and provisions of this plot as shown. Liemholder: Authorized R41visentotiva Date. 7 STATE OF TEXAS : COUNTY OF =- : BEFORE ME, THE UNDERSIGNED AUTHORITY personally appeared tobothe person whose name is subscribed to the foregoing instrument and acknowledged that he executed the some for the purpose ohd consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this doy of biz a 2016. Notary Public, State of Texas VU444 My Commission Expires Notary Public September 10, 2016 02 My commission expires the day of L/I CERTIFICATE OF FINAL PLAT APPROVAL Approved: Chairman, Planning and Zoning Commission City of Corinth, Texas The undersigned, the City Secretary of the City of Corinth, Texas, hereby certifies that the foregoing Final Plat of the Ljong Lake, Phase | to the City of Corinth was submitted to the Planning and Zoning Commission on the day of A14P"ykb,0C__ Z019 and the Commission, by formal action, then and there accepted the Final Plat and hereby authorizes the developer to proceed with the construction of public works improvements and infrastructure as indicated on the accompanying construction plans, and sold Commission further authorizes the Chairman of the Planning and Zoning Commission to note the oocept000m thereof by signing n/o/nor nonna as hereinobova subscribed. Witness by hand this oyof h 2016. cok oty City of Corintfi. Nexas .,~,..`-~ . City of Corinth, Texas The undersigned, the City Secretary and the City of Corinth, Texas, hereby certifies that the foregoing Final Plat of the Long Lake, Phase I to the City of Corinth was submitted to the Planning and Zoning Commission on the - day of 1 2016, and the Commission, by formal action, then and there accepted the fee simple dedication of streets, thoroughfares, alleys, and parks to the public use forever and dedication of easements for trails, sidewalks, storm drainage facilities, floodways, water mains, wastewater mains and other utilities, and any other property necessary to serve the plot and to implement the requirements of the platting ordinances, rules, and regulations as shown and set forth in and upon said plot, that the public works and infrastructure improvements have been completed in accordance with the construction plans, have been tested and have been accepted by the City, that the Final Plat is now acceptable for filing with Denton County and said Commission further authorized the Chairman of the Planning and Zoning Commission to note the acceptance thereof by signing his/her name as, ereinabove subscribed.. Witness by hand this C&%< do of 2016. City Secretary City of Corinth, REVIEWED AND APPROVED on . 2016. County Judge, Denton County, Texas LONG LAKE. PHASE 1 CULVERTS BLOCK LOT # MIN. CULVERT MIN. SLOPE % Q1 00 (CFS) SURVEYOR'S STATEMENT NOTES: 1. Bearings based on Texas Coordinate System, North Central Zone(4202), NAD '83. 2. Surveyor has mode no investigation or independent search for ooaomante of record' encumbrances, restrictive covenants, ownership title evidence, or any other facts that on accurate abstract of title may disclose. 3. No flood zone area ono|yeio has been performed byGAuA Consultants, LLC, on the subject pruperty. 4. 537` Contour hoond on field observations during the month of December 8c January, 2M3' using Lake Lewisville Elevations. 5. Lots 58X &c 70X' Block C. are to be dedicated to and maintained by the HOA as Drainage & Pedmabiou Aocnoo Easements. D, Lot 1X` Block F in to be dedicated to and maintained by the HOA as o Private Street, and to be dedicated as Emergency Access, Fire Lane Easement and o Public Utility Easement. 7. All X lots are to be owned and maintained by the H0& 8. Building Permits for Lot 15, Block C' are to be acquired through County of Denton. 9. The HOA, as owner of the private streets and appurtenances, agrees to ro}aoee. indemnify, defend and hold honn|emo the City, any governmental entity and public utility for damages to the private street occasioned by the naoaooub{e use of the private street by the city, governmental entity of public utility, for damages and injury (including death) ohahog from the condition of said private street; for damages and injury (including death) arising out of the use by the City, governmental entity or public utility of any restricted ocueoo gate or entrance; and for damages and injury Anduding death) arising out of any use of the subdivision by the City, governmental entity or public utility. Further, such language �uhoU proNdethut-aU lot owners ohoD release the City, governmental entities and public utilities for such damages and injuries. THE INDEMNIFICATIONS CONTAINED IN THIS PARAGRAPH APPLY REGARDLESS 'OR WETHER OR NOT SUCH DAMAGES AND INJURY(INCLUDING CAUSED BY THE NEGLIGENT ACT OR _ 0W|SS|VN OF THE 07Y, GOVERNMENTAL ENTITY OR PUBLIC 'UTIUr( OR THEIR REPRESENTATIVE()FRCERS. EMPLOYEES OR AGENTS. 10.E000mentm.Any public utility, including the City, oho8 have the right to moveand keep removed all or part of any building, fences, trees, mhrubs, other growths or improvements which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any of the easements or Right -of -Way shown on the plat (or filed by separate instrument that is oouuu|otmd with said property); and any public utility, including the City, ahoH have the right at all times of ingress and agraan to and from and upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining and adding to or removing all or part of its respective systems without the necessity at any time of procuring the permission of onynna. Easements ahoU be maintained by the property owners. The City can move any trees or any other improvements and dnao not hove the responsibility to replace them. 11. Certain City Services ohoU NOT be provided on private streets. Among the services which will not be proved are the following: p. routine police patrols b. enforcement of traffic and parking ordinances and preparation of accident reports c. depending on the characteristics of the proposed deve\opnnent, other services may not be pruvidmd. 12. A driveway culvert permit must be obtained from the City of Corinth by the owner of each lot prior to oonotrucbnn, inmtoUotion, or placement of any driveway access improvements within the dedicated right-of-way easement. 13. Builders are required to maintain drainage in draining ditches. 14` The maintenance of public paving, grading and drainage improvements and/or easements shown on this plot are the responsibility of the HOA in accordance with the Dave|#pa/o Agreement between the City of Corinth and Leing* USA and do not constitute acceptance of the some for maintenance purposes by Denton County. 15. |' Robert J. OoUok. Jr., o Texas Licensed Engineer, du hereby uf5nn that to the best of my kou*|mdgu' information and belief and based upon the information provided, the drainage improvements shown on this plat will hove no adverse affect on any property adjacent to the property shown. | further dou|nna that ! will accept full responsibility for the integrity of the design and will defend and hold honn!esm Denton County from any o\o|m or litigation arising out of any onnra' omission or other ooto of negligence in the preparation of the some. |, Mark Paine, O Registered Professional Land Surveyor in the State Of Texas, have prepared this plat of the above property from an actual survey On the represents that survey made by me or under my �x�� 8�� ,)s o. .5078 GAN *Notary Public, State of Texas �p My Commission Expires December 22-2018 1131 LUNG LAKE, PHASE I Lot 24, Block A Lots 5-9, Block B 13.794 Acres ,in the B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 153 W. LUTTRELL SURVEY, ABSTRACT NO. 740 CITY OF CORINTH DENTON COUNTY, TEXAS Fi�� 8s Keco d /n the c�Y�cioi ,e�ur�s of� 0notoo County 0n! Anr 28,2016 ot V2�57P ss o L8N6 LAK/� Nn,- �41e, 201,6- 0n of Pones� 2 Amuuot \00.00 Rece�ot Nomher z», �m �binsnn OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS Long Lake Development LLC, is the owner of the land shown on this plat within the area described by metes and bounds as follows: BEING a tract of land situated in the W. Luttrell Survey, Abstract No. 740, in the City of Corinth, Denton County, Texas and being all of Lot 15, Block C of Long Lake, Phase I, an addition to the City of Corinth according to the plat thereof recorded in Document No. 2016-169 of the Plat Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at an "X" cut in concrete found on the southeasterly end of Oak Bluff Drive, for the northeast comer of said Lot 15 and a northwest comer of Lot 70X, Block C of said Long Lake, Phase 1; THENCE South 50°48'50" East, with the easterly line of said Lot 15, passing at a distance of 40.91 feet, a U.S. Army Corps of Engineers monument stamped "F 523-35", found for the southwest comer of said Lot 70X and an inner "L" corner of Lake Lewisville, and continuing for a total a distance of 216.12 feet to a U.S. Army Corps of Engineers monument stamped "F 523-36", found; THENCE with the line dividing said Lot 15 and said Lewisville Lake, the following courses and distances: U.S. Army Corps of Engineers South 32°5245" East, a distance of 115.97 feet to a U.S. Army Corps of Engineers monument stamped "F 523-37", found; South 09°07'45" West, a distance of 114.64 feet to a U.S. Army Corps of Engineers monument stamped "F 523-38", found; South 76°4545" West, a distance of 231.02 feet to a U.S. Army Corps of Engineers monument stamped "F 523-39", found; North 82°27'45" West, a distance of 208.90 feet to a U.S. Army Corps of Engineers monument stamped "F 523-40", found; North 57°29'45" West, a distance of 104.95 feet to a U.S. Army Corps of Engineers monument stamped "F 523-41", found; North 03°44'25" East, a distance of 269.75 feet to a U.S. Army Corps of Engineers monument stamped "F 523-42", found for a no rthwest comer of said Lot 15 and the south corner or c n of Lot 69X, Block C of said Long Lake, Phase I; THENCE North 64"20'15" East, with the common line of said Lots 15 and 69X, a distance of 224.25 feet to a "V" cut in concrete found n ou d o the southerlyright-of-way line of said k BI ff Oa u Drive said point been beginning - at the be of a non tan ent , P 9 9 9 9 curve to the right, having a central angle of 19°10'19", a radius of 26.00 feet, and a chord bearing and distance of South 16"00'08" West, 8.66 feet; THENCE, along said curve, an arc distance of 8.70 feet to an "X" cut in concrete found at the end of said curve, being the beginning of a reverse curve to the left, having a central angle of 181 °50'37", a radius of 50.00 feet, and a chord bearing and distance of South 65°20'00" East, 99.99 feet; THENCE, along said curve, an arc distance of 158.69 feet to an "X" cut in concrete found at the end of said curve and the POINT OF BEGINNING and containing 171,578 square Feet or 3.939 acres of land, more or less. and designated herein as the Long Lake, Phase I, Lots 15R-1 & 15R-2, BLOCK C, Subdivision to the City of Corinth, Texas, and whose name is subscribed hereto, hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, parks, and trails, and to the public use forever easements for sidewalks„ storm drainage facilities, floodways, water mains, wastewater mains and other utilities, and any other property necessary to serve the plat and to implement the requirements of the platting ordinances, rules and regulations thereon shown for the purpose and consideration therein expressed. WITNESS MY HAND, this ' V day ofL 202`4 BY: Michael Ingle By: r 1'` Signature Title: STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared Michael Ingle, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the day of6d4)-IIzr .2024 T +,•"'° Crystal Dorn My Commission Expires * 1/3/2027 N tary Pu c, S to of Texas Notary ID134124*0 r 3 Z Printed Name My Commission Expires LIENHOLDER'S RATIFICATION OF PLAT DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS, Point Bank, acting herein by and through its duly authorized agent, is the lienholder of the property described hereon, does hereby ratify all dedic tiHns and provisions of this plat as shown. LEINHOLDER: Date: / Ti STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared NA5�11,-� Ja (f , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to a that -he executed the same for the purposes and considerations therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the t1 day of QC--6 bt- 20� Ft BRYANN ZWEIFEL Notary Public STATE OF TEXAS NoteryID# 13413740.ENota Public, ate of Tex�jn,�yccm,,, �.J01"Iryl0,2027 Printed FLOOD STATEMENT: My Commission Expires According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0530G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodpiain" Zone X (shaded) defined as "Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1 % annual chance flood" Zone AE defined as "Special flood hazard areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)" if this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. CURVE TABLE NO, DELTA RADIUS LENGTH CHORD BEARING CHORD C1 19*10,19" 26.00' 8.70' S16°00'08"W 8.66' C2 181 "50'37" 50.00' 158.69' S65'20'00"E 99.99, I I { LOT 7, LOT 6, BLOCK C BLOCK C i LOT 5, BLOCK C / / 1 XF �. USACE MON, \ 'F 523-43" LOT 69X, \ \ BLOCK C E I � AKE, PHAS 5 � I LOT 14, / I BLOCK C < / QP Cyr off, \\ \\ LOT 07 X, vF / XF \ /BLOCK C \ LONG L y XF . No. 2016"169 \ yp, L P.O.B. I C w \ ?• \ Rn50 xF P.f� \ O E D \ T. .5 I C. { N:7 094 453.73 p.D• e \ ` V" w NAD'83 USACE FLOWAGE N EASMENT %(537' CONTOUR LINE) \ VOL. 465, PG. 880 18' D.E. & U.E. \ / / D.R.D.C.T. \ \ 1 \ \ \ \ DOC. NO.2016-169 /• \ C? P.R.D.C.T. �O USACE MON. F 523-35" @40.91- / USACE MON. "F 523-42' APPROXIMATE CITY LIMITS LINE CITY OF CORINTH_ — --� CITY OF DENTON E.T.J. / v / n / N04 FEMA ZONE AE W 0\-\ Z / O 4'd / LAKE LEWISVILLE UNITED STATES OF AMERICA REMAINDER OF TRACT F-523 LEWISVILLE LAKE VOL. 375, PG. 207 D.R.D.C.T. LEGEND �� BOUNDARY LINE — — — — — — — EASEMENT LINE — — — ADJOINER LINE — R.O.W. CENTERLINE MONUMENT FOUND AS NOTED O 1/2' IRON ROD W/ 'TRINITY 6854" CAP SET CIRS 1/2" IRON ROD W/ RRINITY 6854" CAP SET VF "V" CUT IN CONCRETE FOUND XF 'X" CUT IN CONCRETE FOUND IRF IRON ROD FOUND CIRF IRON ROD W/ A CAP FOUND 81. BUILDING SETBACK LINE U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT F.U.E. FRANCHISE EASEMENT USACE UNITED STATES ARMY CORPS OF ENGINEERS R.O.W. RIGHT-OF-WAY P.O.B. POINT OF BEGINNING P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS O.R.D.C.T, OFFICIAL RECORDS, DENTON COUNTY, TEXAS D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS USACE MON. "F 523-41• N:7,094,137.49 E:2,406,644.38 NAD'a3 APPROXIMATE LIMITS OF ZONE AE (100-YEAR FLOOD PLAIN) PER FEMA GIS DATA, F.I.R.M. MAP NO. 4821C0530G, DATED APRIL 18, 2011 / (SEE FLOOD STATEMENT) // \ �- APPROXIMATE LIMITS OF \ CITY OF CORINTH \ 1001 VARIABLE WIDTH ZONE PD-36 (SF-3, C-2) BUILDING LINE & D.E. DOC. NO.2016.169 • / ��, -'� P.R.D.C.T. ---"' APPROXIMATE LIMITS OF ZONE X / (SHADED) (100-YEAR FLOOD PLAIN) PER FEMA GIS DATA, F.I.R.M. MAP NO. / 48121C0530G. DATED APRIL 18, 2011 (SEE FLOOD STATEMENT) J USACE FLOWAGE EASMENT (537• CONTOUR LINE) / VOL. 465, PG. 680 /D.R.D.C.T. k / NO / i► �i � I � I VARIABLE WIDTH {� BUILDING LINE & D.E. DOC. NO. 2016-169 P.R.D.C.T. \{ I { { 1 LOT 15R-2, BLOCK C 2.033 ACRES 88,560 SQ. FT. slums, Vv ° 0 pp% Uvo ° �O 0 / VARIABLE WIDTH \ BUILDING LINE & D.E. DOC. NO. 2016.169 \ \ P.R. . D C.T. APPROXIMATE LIMITS OF ZONE AE (100-YEAR FLOOD PLAIN) PER FEMA 7--• GIs DATA, RI.R.M. MAP NO, 48121 C0530G, DATED APRIL 18, 2011 •a- (SEE FLOOD STATEMENT) LAKE LEWISVILLE UNITED STATES OF AMERICA REMAINDER OF TRACT F-523 LEWISVILLE LAKE VOL. 375, PG. 207 D.R.D.C.T. CITY OF CORINTH _-__ ___- TOWN OF HICKORY CREEK E.T.J. USACE MON. "F 523-36" \:1L \ USACE FLOWAGE EASMENT (537' CONTOUR LINE) VOL. 465, PG. 6,80D.R.D. C.T.VARLE WIDTHBUILDININE & D.E. DOC. NO. 2016-169 P.R.D.C.T. \ LOT 1511-1, BLOCK C co 1.906 ACRES FEMA ZONE X (UN -SHADED) 83,018 SQ. FT. t /° 1 \ APPROXIMATE LIMITS OF ZONE X ..•• \ \ (SHADED) (100-YEAR FLOOD PLAIN) PER \ \ 704 2EMA GIS DATA, I18 C0530G, DATED 48, 20111 ice^ /'• \ \ �f• �'� -�� _ 10• B L (SEE FLOOD STATEMENT) ' �- 23,t •02` ,��, •45� \ USACE MON. 522 45 \ 'F 523-40, �' �-�� • �y / SIro � / N 82027.45" 208.90, 56.70, / APPROXIMATE LIMITS OF ZONE AE `� — —, _'� — — — �'� �."-- •— USA 523ON. -39" — �- -- - (100-YEAR FLOOD PLAIN) PER FEMA „� __ -••• — — / / GIS DATA, F.I.R.M. MAP NO, 48121C0530G, DATED APRIL 18, 2011 USACE FLOWAGE EASMENT ` '�-- — — — -ram .� — / (SEE FLOOD STATEMENT) (537' CONTOUR LINE) VOL, 465, PG. 680 D.R.D.C.T. LAKE LEWISVILLE UNITED STATES OF AMERICA REMAINDER OF TRACT F-523 FEMA ZONE AE LEWISVILLE LAKE VOL. 375, PG. 207 D.R.D.C.T. CERTIFICATE OF APPROVAL Approved this 2i day of A4 A. D. 20,21�, by the Town of Administrator of the Town of Hickory Creek, Texas. VICINITY MAP SCALE TEAS L N DR. FM 2181 o E��DG�GK O v Q�N r OAK BLUFF DR. A SITE B 0 40 .-:• ..1 ..» 1 GENERAL NOTES - 1. The bearings and coordinates shown hereon are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983(2011). 2. Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS network (GEOID18). 3. All corners are 1/2" iron rods set with a plastic cap stamped "RPLS 6854" unless otherwise noted. 4. The purpose of this repiat is to create 2 platted lots from 1 previously platted lot. 5. NOTICE: selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. 6. The building Line is for reference only and the required setback lines shall be defined by the Zoning District governing the property. 7. Building Permits for Lot 15, Block C are to be acquired through the County of Denton. 8. The HOA, as owner of the private streets and appurtenances agrees to release, indemnify, defend and hold harmless the City, any governmental entity and public utility for damages to the private street occasioned by the reasonable use of the private street by the city, nti e t of u' public utility; governmental an damages n injury Y P and n u (including t tY d death) arising from th Y 9 o e condition f i private 1 rY ( o said late street; for f 9 ) 9 P s e, o or damages and injury (including death) arising out of the use by the City, governmental entity or public utility of any restricted access gate or entrance; and for damag es and injury (i ncluding death arising 9out of a n use of the subdivision J rY (n b the City, 9 ) government entit y or public Y , utility. F tY 9 ty urther, such language ty a guage shall provide that all lot owners shall release the City, governmental entities and public utilities for such damanges and injuries. THE INDEMNIFICATIONS CONTAINED IN THIS PARAGRAPH APPLY REGARDLESS OR WETHER OR NOT SUCH DAMAGES AND INJURY (INCLUDING DEATH) ARE CAUSED BY THE NEGLIGENT ACT OR OMISSION OF THE CITY, GOVERNMENTAL ENTITY OR PUBLIC UTILITY, OR THEIR REPRESENTATIVE OFFICERS, EMPLOYEES OR AGENTS. 9. Easements: Any public utility, including the City, shall have the right to move and keep removed all or part of any building, fences, trees, shrubs, other growths or improvements which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective systems on any of the easements or Right -of -Way shown on the plat (or filed by separate instrument that is associated with said property); and any public utility, including the City, shall have the right at all times of ingress and egress to and from and upon said easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining and adding to or removing all or part of its respective systems without the necessity at any time of procuring the permission of anyone. Easements shall be maintained by the property owners. The City can move any trees or any other improvements and does not have the responsibility to replace them. 10. Certain City Services shall NOT be provided on private streets. Among the services which will not be provided are the following: 10.a. routine police patrols. 10.b. enforcement of traffic and parking ordinances and preparation of accident reports. 10.c. de pending endin on the h charac teristics cteristics of the e proposed development, other services may not be provided. 11, A driveway culvert permit must be obtained from the City of Corinth by the owner of each lot prior to construction, installation, or placement of any driveway access improvements within the dedicated right-of-way easement. 12. Builders are required to maintain drainage in draining ditches. 13. The maintenance of public paving, grading and drainage improvements and/or easements shown on this plat are the responsibility of the HOA in accordance with the Developer's Agreement between the City of Corinth and Long Lake Development LLC and do not constitute acceptance of the same for maintenance purposes by Denton County. FEMA ZONE AE SURVEYOR'S CERTIFICATION KNOW ALL MEN BY THESE PRESENTS: That I, Michael L. Black, a Registered Professional Land Surveyor in the State of Texas, hereby certify that this plat is true and correct and was a N prepared from an actual survey of the property made under my supervision on the ground. 0�0 c � `rig• � icha \\ �E.� a Registered Professional Land Surveyor No. 6854 �P:••' GIST ' . IN USACE MON. 'F 523-37' ...........................:... .MICHAEL L. BLACK • .......................... 09 6854 ePam, d STATE OF TEXAS § '9 ••' R E S S�� • O� ti� ••S U R \1 Ey COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L. Black, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 15 day of Uckobw , 20,Zq A"/, b,( � otary Public St to of Texas Printed Name _ My Commission Expires MINOR REPLAT HANNAHB _Notary Public, Stateteof of Texas LONG LAKE PHASE .:,z Comm. Expires 03-26-2028 Notary ID 134824412 LOTS 1511-1 & 1511-2, BLOCK C 3.939 ACRES OUT OF THE W. LUTTRELL SURVEY, ABSTRACT NO. 740, CITY OF CORINTH, DENTON COUNTY, TEXAS ZONING: PD-36 AREA A (SF-3, SINGLE FAMILY RESIDENTIAL)