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SD5434ALot 33, Blk W C Wheeler Ridge b. W, Pg. 677 PR CT WHEELER RIDGE PHASIE5 Cab. W, Pg. 677 PRDCT 4 31 32 33 34 35 36 37 38 39 40 41 42 43 1/2° IRF 22 F--------- I 3 0 m I 0 m o I ( I 5/8" CIRF I -50'�OW 50' HICKORY CREEK ROAD - Variable width ROW 125.3' ROW POINT OF BEGINNING DOWto N City Denton 6243 75.3' 125.3' ROW 75.3 oc. o. 0 9- 5 OPRDCT 5/8" IRF 5/8° IRF (CM) N 89`25'1T' E - 487"3T _ _ _ BLl 5/8' CIRF N 89`25'1T' E - 200.00' (CM) t3L2 N 89'25'1T' E 208.15' 53.40'---------75.21------ -----79.53------ - 72.00'----- ----'72.00'---------72.00`---------72.00'--------'56.24'----06.00' - 22.14---- 5' WME ` wtK 143.13' --- 5 WME 24.31' -- 39.06'-- 16.69' 1,r42.50' 42.50' �o 59.25' ----18.i1' \\\ a e �,• a a 3 O ot ,�I{ I I See Note 17. zo © w 3 Bs �3 Clearance Lot 100X �d S 8 M A LBIOckV'x g/� , PUE 18 a 17 0 Off` �' •\� Zone h L40 r o0 7 00 8 O o 9 °° 1 O M _ ^ M o$ 1 j 19 ^' m " z Lot 106X, I\\I \low a"E o"E Block A Q M W M W O r 3 D J J - I a"E ------------ z z z z rn oo 13n I- no "� - i 20 f 81fxk C I r\ 20' 82.51' S \\lr(f 7.30' 8' PUE 6.94' z 11 0 12 o M b 18 / I BLot locky __-- __--- - -- I PUE 1 \ 63.58 -- 5.79' j _ _ --- o o / 8' PUE-1 _ ---- - 76.42' 28.94' 27.11' Clearance ` -- --- / ---- 72.00' f Zone I S8923'27"W S �� C----66.25'*- 72.00' 65.06' 73.68' 4.97' z z I �8.53' 7.94' 72.OlY \ r 9s7 C3 See Note 17. / -- o r� V� N8925'17"E 252.13' N _ _ _ CIO S?56 3.9T (n 6 l - - - - 19,46• 13.68 rn I 368_ p s tt s R50' �� I, 2.87' 7238' r N I - _ -- - ct2 N �v- 02 08 02 E 147.91 l i h S6gb1?1, 63.56'---- j 95.73' I N- �� 18 61 '\ /E T _-52.76'-- l>> f I i 90.00' I 90. l i �•\'\ 14, 525 i ( Nl8'�1'3� I See Note 17. __58.09'__-- - --� S89'23'27"W 3.76' I i i �\\ - CV C11 _ E 1 \69.54._-------58.22'_-- - ` 8' PUE i N ' 15 VE r s RVE AVEN11_49�0 4ss I oIN 2.5 ROW 13.09' I I q56, I 44.70'.-- I \\ Clearance 1 n o I I - 8.22' / -+-f ? I �; 1 o Dedication 5 �� M 2 IM 3 1 • 36.27' /1 !7 i v I SSE w ^ m ` Zone 1 I 2.01' 'ot I 72.14' _55.39'-'i- 269S' 4rl '6 LBlodk D N 2 M allo 3 ° 4 I - f N 1 1 I w8' PU cj. ?j. o n 1 o o o I 77.2' I I 100.00' 1 100.00 I a 1 / 1 1 \ I o n o o N I Q 100.00' I o M y �. ` \ \ $ 5 8" IRF C� Min FF= 596.50 I I 58923'27"W o / 1 � \ 1 8 Min FF= 596.50 N D / 25 I S8923'29"W N8923'27°E I I i 9 o , ,& i 1 \ ' i > 1 I f 55 ROW I Min FF= 596.50 N 10 1 �� 5' HOA Lot 106X, • _ '� S 1 © I m S 4 .wn i ABANDONED '� w M _ / / i �'� '\ \ 0.51' IQ1 II o of i Block C 4 h -RI� i� 10' 1 27.5' 1 27.5' WELL HEAD © N �� /� i 69.02' S8.00' S8.00' 6----- (h � w ___ -------------- -------- I B' PUE I M I ------- - - ----------- "y 151.65'--A8gg133'E 2.5' WME 99.78'-- I 4' SE CSC W PDE 100.00' I aF / Existing Variable Width \� i 1 I 2 I 100.00 I t(� 100.00 a (n 1 f I 80.00' N89'2S27'E 65.03' �)✓� / Drainage Esmt, 557 rn Min FF= 596.50 0 1 15' < w S8923'27"W I I I N892S27"E I I S8923'27"W I � !% Doc. No. 2005-155058 I 8' PUE ��A1 sJ g p I Clearance LL�� 0L I 1 I I m I 100.00' .\45.03' � `, /' s- 11 5 o I �f I Min FF= 1 OPRDCT / 0 59 \ aO O 73 \ Zone W lt�) I I I fl`� 8' PUE I i1L � f e 0 C ' to S tL rn I o o 596.00 �%6?. \ �15 \ I o i E %� t c� ® 3 4 z W I m © 5 �I z g 100-YR FEMA o \ I M 8' PUE I \ a a6 ( '�' �, °,n°. 8 O m <v T A",/ 1• \ 121.58' I 103.40' D 1 J l3 31 ' W i I 8' PUE I --1 i C o( 1 1 Floodplain Per FEMA L IQ \ r Q o f l M / uE \ o �'I � � 3 I 58921'33'W � _I t 1 I� i 100.00' I �LI j I Ma No. \ N8921'33"E N t0 I _ v 55' ROW I i o n 1 i P ' "' \\ rl- -PDE I w g f .-. 9 �) I 100.00' I I I o I 100.00 M I / L32 Min FF=595.50 I Zv U 3 I 58923 27"W I = N I O) lot 104X �, o I w o 58923'- I I< I J� / / /- S g o I I o I I I^ I I I N8923'27°E o Block C a>/8Aa6 c 10 D z adl 6 L 50 w • ! �� / .w I = I Q oI I I ao 0 o f I 8 PUE / i 16' Public N g $ I I 6 / l i 502�225 I 1--8' PUE n I I J it Z Q 2 ( I lot 102X , I $ 7 / I Trail Esmt. ) �i I 109.61 i 108.99, I N k oa Min FF= o L4 of- i S 22.5 > c, 1 i o Ord. 23-2291 o a d � �. i O I i I Bloc B I j 595.50 ud l 1 a 0 1 i I I 27.5' f I 1 1 1 By Separate Document -sd 1 Min FF= I 80.25' 1 68 oCl 70.35' i Z I o I I 100.00' I �1 Doc. No.2024-29361 > 13' �. - 595.50 I 100.00' I I / I , I 58923'27"W I I i f 5892327"W I 100.00' / 11i' OPRDCT ' N o l 1 1 M Min FF= t0-�i 3 D 3 �� 15' I I I I N8923'27E MIN. 17 - \ E 1 M n' ©11 I POE I r O J o' 595.50 N $ N \ Clearance I I f 1 fo V/ O N ro Min FF= "3 1� 1 SGv z JI 1 Icn o m I 1 1 I. `- g ,n I 0.76' I 1 g t o m 8 6 °° 7 1 Zone I L11 od n 7 1 595.50-.OTHOLot lo6i I I I I 6 / N I 8' PUE ) 4 SE I I 13.09' - - \ 74.60' 11.93' p .r I77.1' j° N See Note 17. Drainage Easement (BTP) G I 38'-' " - -_-r_ 83.25 90.23 0 N80' WI ^ (77.31'- - 68.00'-- 66.31' \, 1 137.3' ROW 72.91' \i s I N8923'27"E \ \Lot 105X o oi -' 72.50 / \ Black C F, n 3g a O l�? 16.26 I o l\ 3 N _ 13_0.00' L N8925'1TE _ N 255.00' _ - _ I 55.04' r /� It _ _ _ _ N8921'33'E 301.98' Lot 104X, Block C I \ L39 h �, HENLEY ROAD HUNTER F,0AD 385.00' ?r 35.64'" l / I / q3 n ^ o _ 895'23'27 W // 1 1.6681 Ac. Open Space For 31 .53�W C� N b Flood lain, Sidewalk & Landsca m b1 \ (< C4 , i P ping DP. , 56° \6 C9 15' oo� 16' Puposes Only, To Be Owned & w , �e L �7�- __46.60--------72.00'___-- 72.00'___------.72.00'__-- I PO _--_-71.45--__-_ ___-.72.00--_-_-_-__72.00'.__ _----72.00'-____ _-35.71'- � SSE , I Mainatained By H.O.A ✓ _o _ Min FF= I 15.40- � PUE i \ Clearance -24.30' _-' / .. �i - 1 13.09' I I �� Zone i 8' PUE w 13.09' ` \ - - - - o bDrainages Easement (BTP)/ i z 595.00 �f 16' I � w \m Lot 106� 15. ROW `Lot J1034 ^ - - - - pNp ~ N \�\ �\ }�, \ \ N " , (� \yes �eAr Q�`� 12 S 1 13 p M 14 O 15 O 16 O I t SE 7 Block C 15' Dedication O Block C \\ O S� O M�. -L �� _�� N M\ - Y �ment / 3 oo ao ro o 1/ �\ o w o J I iv I gin \\l5��• is h, i n of °o voo' r Clearance gN o o © Z5 o o Min FF= 10' _� Dqc. No.2024-�29361 ' you I m `\4` - HN' _ 1 o I vO 1 � 1 IRF Zone w 595.00 PDE al / OPRDCT / h `4 o -- - --___-_- _ i- f 10' PDE 24.28' I �\I 5/8 C l 72.00'---�---- J /117.45 136.54 I 1 I o C------------------ - " - - - - g' - -- N892P33"l? 1 n __-- �47I' __-- 77.00' _ 72.00' 72.00' 72.00' 39.02'1 -(CM) --- --- - _ f0892133" fir-- - 1/2 CIRF I 81.99 5/8" CIRF 72.00'72.00' 72.00' 72.00' - - 80.7 1/2" CIRF I / 5 89'21'33" W 1121 0a 5/8" CIRF 16.98' - - - - J \ t\ ---- - L_ - - - - - - - - - - - - - - - - - 16' Sanitary Sewer Esmt. & \ j \ \ f- 20' Drainage Esmt. 16' Private Drainage Esmt. Public Trail Esmt. I \ 1 \ 16 Private Drainage Esmt. � o (Doc. No. 2008-72527 OPRDCT) Cab. V, Pg. 771 By Separate Document Ir, Approximate \ I Cab. V, 771 \ \ \ I Creek Center Line \ I OPRDCC T \ \ w m ii To Be Abandoned By Separate OPRDCT Doc. No.2024-29363 I \ If N Instrument OPRDCT 1 ( \ I' m = 5 13 g 2 / I I 8 \ \\ \\ w 3 4 I I / \ 16' Sanitary Sewer Esmt. \ \ o N I \ By Separate Document TEA5LEY HARBOR PHASE 2A and 26 \ I' ` �" Doc. NOPRDC-29362 J `\ \ � � OPRDCT c� - - - -Cabinet V, Page 771 PRDCT - ---------- - ;---- `' - -�T ---- ---- ---- -------------- ---- --------------- I I I OCEAN DRIVE- --- _- - -- - -- -- - 50' width ROW I - - - - - - - - - - ---- ------ - - 1 - 1 it 12 I 4 Lot 4, Blk D 5 6 7 g 9 10 I I TEASLEY HARBOR I Cab. J, Pg. 24 PRDCT i I I Boundary Line Table Lengt'n Direction BL1 40.31' S 80'34'43" E BL2 40.31' N 7925'17" E BL3 86.03' S 46"21'23" E BL4 r42.42' N 44"24'22" E Boundary Curve Table Gorve a Rodl�s Delta Length Ghord Bearing Ghord BC1 1677.00' ; 012'39'31" 370.51' S 08"27'48" E 369.76' r Lot 47, Blk C------- TEASLEY HARBOR Cab. V, Pg. 307 PRDCT 47 48 I 49 50 51 \ \ SD5434A G01I S051 C05 LOCATION MAP NOTES: 1. Bearings are based on the State Plane Coordinate System, North Texas Central Zone 4202, North American Datum of 1983. Adjustment Realization 2011. 2. All corners are 1/2 inch iron pins with yellow plastic caps stamped "SPIARSENG" unless otherwise noted 3. 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. 4. Portion of the subject tract lies within a "Special Flood Hazard Area" "Zone A" as explained on Community Panel Number Map No. 48121CO388H of the Flood Insurance Rate Map, Denton County, Texas and Incorporated Areas, dated June 19, 2020. 5. Minimum finished floor elevations are at least 2 feet above the 100-year flood plain. 6. This Homeowners Association (H.O.A.) shall be established for maintenance and operation of open space areas. The establishment of the Homeowners Association shall be reviewed for approval by the City of Denton. The owner further hold the the City of Denton harmless from any damages to persons, to the owner's lot, or any lot arising from such maintenance responsibility. The City shall not be responsible for maintenance of the of the referenced creek, although it retains the right to enter upon the easement for public purposes. The drainage easement shown hereunder shall not create any affirmative duty to the City to repair, maintain, or contact that exists or occurs due to the natural flow of storm water runoff including but not limited to storm water overflow, bank erosion and sloughing, loss of vegetation and trees, bank subsidence and interference with structures, the city retains the right to enter upon these easements for public purposes. 7. All open space areas, Lot 10OX & 101X, Block A, Lot 102X, Block B, Lots 103X, 105X, 106X, & 108X Block C, Lot 107X, Block D, are for landscape purposes only will be owned and maintained by the HOA/POA. Open space area Lot 104X, Block C is for floodplain, drainage, sidewalk and landscape purposes to be owned and maintained by the H.O.A. The City has right but not the obligation to maintain and construct drainage facilities if, in the citys sole opinion, the maintenance entity is not properly maintaining the stream or drainage way. (DDC 7.5.3.1.2.a) 8. HOA Lot 104X, Block C contains a public trail and provides an access easement for the public to use trail. Per Ordinance No. Ord. 23-2291 9. Sidewalks along open space/common areas are to be built by the developer. 10. No overhead utilities are permitted on the subject property. 11. The City of Denton has adopted the National Electrical Safety Code (the "Code"). The code generally prohibits structures within 17.5 feet on either side of the center line of overhead distribution lines and within 37.5 feet on either side of the centerline of overhead transmission lines. In some instances, the code requires greater clearances. Building permits will not be issued for structures within these clearance areas. Contact the building official with specific questions. 12. The Site will be served through City of Denton water/sewer N WE S 0 30 60 120 1 inch = 60ft. LEGEND (Not All Items May Be Applicable) 0 1/2' IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS NOTED 0 -OTHERWISE AS NOTED IN DRAWING NOTE: IF UNABLE TO SET ACTUAL LOT CORNER, A 5 FOOT OFFSET IRON ROD MAY BE SET WITH A PINK PLASTIC CAP STAMPED 'SPIARSENG-5' O/S PC'. IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND AMF ALUMINUM MONUMENT FOUND CM CONTROL MONUMENT Esmt. EASEMENT PUE PUBLIC UTILITY EASEMENT PAE PUBLIC ACCESS EASEMENT PDE PRIVATE DRAINAGE EASEMENT DE PUBLIC DRAINAGE EASEMENT DUE DRAINAGE AND U1ILITY EASEMENT WE WATER EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT STE STREET EASEMENT WME PRIVATE WALL MAINTENANCE EASEMENT BY SEPARATE INSTRUMENT HBE HIKE & BIKE TRAIL EASEMENT VET%%% VISIBILITY EASEMENT (BTP) BY THIS PLAT ROW RIGHT-OF-WAY Min. FF MINIMUM FINISH FLOOR ELEVATION BL BUILDING LINE STREET NAME CHANGE BLOCK DESIGNATION S LOT FRONTAGE Cab. CABINET Vol. VOLUME P9• PAGE No. NUMBER FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM FLOOD INSURANCE RATE MAP Ord. No. ORDINANCE NUMBER Inst./Doc. INSTRUMENT OR DOCUMENT DRDCT DEED RECORDS, DENTON COUNTY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS OPRDCT OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS ---- BOUNDARY - - - - - - 100-YR FEMA FLOODPLAIN - - - PROP. ULTIMATE FLOODPLAIN RIGHT-OF-WAY - - - ACCESS EASEMENT --- -- UTILITY EASEMENT - - - EXISTING UTILITY EASEMTN 13. The purpose of this plat is to create 50 Residential Lots and 9 HOA Lots 14. Private improvements cannot encroach onto existing public easements. 15. A Tree Survey and Preservation Plan will be required to proceed with Building Permits on the subject site. Minimum Tree Preservation requirements of the Denton Development Code Section 7.7.4 must be met prior to the release of any permits. 16. Lot owners must be notified by the selling agent/developer that trees receiving preservation credit exist on their lot 17. Existing variable width Drainage Easement (Doc No. 2005-155058 OPRDCT) to be abandoned at locations shown with hatch by separate instrument. CITE' PROJECT INTO: EP23-0023 38056 - A0800A B. MERCHANT, LOT 15(PT), 13.4710 AC/ALL Lots 1-12, 100X & 101X Block A, Lots 1-7 & 102X Block E, Lots 1-20, 103X, 104X, 105X,106X & 108X 1P1®ck C, Lots 1-11 & 107X Block D 50 RESIDENTIAL LOTS, 9 HOA ]LOTS 14.176 ACERS O JT O]F THE B. MERCHANT SURVEY ABSTRACT NO. 800 CITY OF DENTON, DENTON COUNTY, TEXAS OWNER / APPLICANT CYRENE AT HICKORY CREEK LLC 1661 E. Comelback, Suite 275 Phoenix, Arizona 85016 Telephone: (623) 466-3286 Contact: Justin Pasternak ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPELS No. F-2121 and No. F-10043100 Contact: Daniel McComish, PE Filed for Record in the Official Records Of: Denton County On: 4/26/2024 2:18:14 PM In the PLAT Records BARREL STRAP RESIDENTIAL Doc Number: 2024-168 Number of Pages: 2 Amount: 100.00 Order#: By: MF Scale: 1" = 60' April, 2024 SEI Job No. 21-074 Sheet 1 of 2 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS CYRENE AT HICKORY CREEK LLC, is the owner of a tract of land situated in the B. Merchant Survey, Abstract No. 800, City of Denton, Denton County, Texas, being part of a tract conveyed to CYRENE AT HICKORY CREEK LLC by deed recorded in Document Number 2022-96547 of the Deed Records, Denton County, Texas (DRDCT), with the subject tract being more particularly described as follows: BEGINNING at a 5/8" iron rod found for the north end of a corner clip being the intersection of the south line of Hickory Creek Road, a variable width public right-of-way, as conveyed to the City of Denton as recorded in Document No. 2019-162435, Official Public Records, Denton County, Texas (OPRDCT), with the east line of Nautical Way, a 50-foot-wide public right-of-way, created by the final plat of Hickory Creek Plaza, recorded in Cabinet Y, Page 487, Plat Records, Denton County, Texas (PRDCT); THENCE along the south line of Hickory Creek Road, as follows: N 89'25'17" E, 487.37 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set; S 80'34'43" E, 40.31 feet to a 5/8" iron rod with plastic cap found; N 8925'17" E, 200.00 feet to a 5/8" iron rod found; N 79'25'17" E, 40.31 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set; N 89'25'17" E, 208.15 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" set at a corner clip being the intersection thereof with the west line of Barrel Strap Road (F.M. Road 2499), a variable width public right-of-way, as conveyed to the City of Denton, as recorded in Document No. 2019-162435, Official Public Records, Denton County, Texas (OPRDCT); THENCE S 46'21'23" E, 86.03 feet to a 1/2" iron rod along said corner clip on the west line of Barrel Strap Road; THENCE along the the said west line of Barrel Strap Road as follows: S 02'08'02" E, 147.91 feet to a 5/8" iron rod found; A tangent curve to the left having a central angle of 12'39'31", a radius of 1677.00 feet, a chord of S 08'27'48" E - 369.76 feet, an arc length of 370.51 feet to 5/8" iron rod found with plastic cap, said point being on the north line of j Teasley Harbor Phases 2A and 2B, recorded in Cabinet V, Pages 307 and 771, and Cabinet U, Page 24, PRDCT; THENCE S 89'21'33" W, 1121.00 feet along the said north line of Teasley Harbor to a 1/2" iron rod with plastic cap on the east line of said Nautical Way, THENCE N 00'36'33" W, 545.34 feet along the east line of said Nautical Way to a 5/8" iron rod with plastic cap found, said point being the south end of the first mentioned corner clip, being the southwest corner of said right-of-way dedication; THENCE N 4424'22" E, 42.42 feet along said corner clip to the POINT OF BEGINNING with the subject tract containing 617,492 square feet or 14.176 acres of land. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That We, CYRENE AT HICKORY CREEK LLC, do hereby adopt this plat designating the hereinabove described property as BARREL STRAP RESIDENTIAL, an Addition to the City of Denton, and do hereby dedicate, in fee simple, to the public use forever the streets and sidewalk easement(s) and public easements shown thereon and do hereby reserve the easement strips shown on this plat for the mutual use and accommodation of garbage collection agencies and all public utilities desiring to use or using same. Any public utility 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 systems on any of these easement strips and any public utility shall at all times have the right of ingress and egress to and from and upon the said easement strip for the purpose of constructing, reconstructing, inspecting, and patrolling, without the necessity at any time of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Denton, Texas. Witness our hands this _[ day of Aof 2024. CYRENE AT HICKORY CREEK LLC LE AP,=NA STATE OF TENAS § COUNTY OF `_'^�Ri+-§ MAR1GDPA Ari-zArrea BEFORE ME, the undersigned, a Notary Public in and for The State of Tezcs, on this day personally appeared NRa3R1.1 P1 LE 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the M�day of Arm' 2024. ��i11 _i✓ i'iJ✓llriiJrJJr✓.irJJ✓..S ON .: 1 SURVEYOR'S CERTIFICATE That I, Darren K. Brown, of Spiars Engineering, Inc., do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the comer monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Denton, Texas. Dated this the � day of L. 2024. OF T v DARREN K. BROWN, RPLS No. 5252 STATE OF TEXAS § COUNTY OF COLLIN § DARREN K. BROWN < 5252 P �Vspiarsenginee(ing.com _ darren.brown® BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Darren K. Brown, 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 some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 12 day of 1�T('I 1 2024. Faith Nicole Sourber My Commission Expires Notary Public, State of Texas ;� Nn a zoce ?� 133262075 FLOODPLAIN DRAINAGE EASEMENT The Drainage Easement within the limits of this addition shall remain open at all times. The City will not be responsible for the maintenance and operation of said easement or for any damage to private property or person that results from conditions in the easement, or for the control of erosion. No obstruction to the natural flow of storm water run-off shall be permitted by construction of any type of building, fence or any other structure within the Drainage Easement, as herein above defined, unless approved by the City. The City shall have the right of ingress and egress for the purpose of inspection and supervision of maintenance by the owners to alleviate any undesirable conditions that may occur. Furthermore, the City shall have the right, but not the obligation, to enter upon the above -described drainage easement to remove any obstruction to the flow of water, after giving the owners written notice of such obstruction and owners fail to remove such obstruction. Should the City of Denton be compelled to remove any obstruction to the flow of water, after giving the owners written notice of such obstruction and owners fail to remove such obstruction, the City of Denton shall be reimbursed by the owners for costs for labor, materials, and equipment for each instance. The natural drainage through the Drainage Easement is subject to storm water overflow and natural bank erosion to an extent that cannot be definitely defined. The City shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena or resulting from the failure of any structure or structures, within the easement or otherwise. TREE PRESERVATION There is a total of 3,241.4 inches of protected trees to be preserved on the site. Block A, Lots 1-12, Lot 101x: None. Block A, Lot 100x: • 328.9 inches of heritage trees • 61.2 inches of quality trees • 0 inches of secondary trees • 0 inches of dead/diseased trees Block B, Lots 1-7: None. Block B, Lot 102x: • 478.2 inches of heritage trees • 32.4 inches of quality trees • 32.8 inches of secondary trees • 21.6 inches of dead/diseased trees Block C, Lots 1-15, Lot 103x, 105X, 106X, 108X: None. Block C, Lot 104x: • 1,443.7 inches of heritage trees • 759.4 inches of quality trees • 0 inches of secondary trees • 58 inches of dead/diseased trees Block D, Lots 1-11: None. Block D, Lot 107x: • 0 inches of heritage trees • 25.2 inches of quality trees • 0 inches of secondary trees • 0 inches of dead/diseased trees Reference the approved Landscape Plan for planted trees receiving tree replacement credit. These trees shall be preserved and replaced in accordance with DDC Section 7.7.4H. aFtl EIV . 0co '� Lot Line Table Line # Length Direction L1 14.15' N 45'35'38" W L2 24.16' S 44'24'22" W L3 L4 25.46' 21.21' S 35'20'36" W S 45'34'43" E L5 30.95' S 4826'00" E L6 23.68' N 45'36'33" W L7 14.14' N 44'24'22" E L8 14.15 S 45'35'38" E L9 13.81' S 44'23'27" W L10 14.84' N 44'22'30" E L11 20.35' N 50'18'33" E L12 28.95' N 62'53'19" W L13 20.10' N 38'51'47" E L14 26.49' N 16'04'19" W L15 57.04' N 0117'27" W L16 22.67' N 26'58'45" E L17 14.24' S 46'44'24" E Lot Line Table Lire x Length Direction L18 19.51' S 39'54'54" W L19 12.86' N 40'38'27" W L20 21.21' N 44'25'17" E L21 22.82' N 53'49'33" W L22 L23 5.35' 100.54' N 89*25'17" E N 1713'20" E L24 16.41' N 42'00'56" E L25 L26 30.20' 15.24' N N 0312'25" 37'07'48" E E L27 t ____ 69.35' N 07'32'59" - E L28 I'I 33.84' N 75'56'28" E L29 24.88' N 50'36'27" E L30 19.78' S 03'48'25" W L31 ! 12.47' S 90'00'00" E L32 32.71' N 90'00'00" W L33 ! 15.33' S 2238'47" W L34 39.54' S 46'29'22" W Lot Area Table Lot # Block n SGuore Feet ( Acreooe 1 A 6,565 0.151 2 A 5,800 0.133 3 A 5,800 0.133 4 A 5,550 0.127 5 A 6,026 0.138 6 A 6,848 0.157 7 A 5,759 0.132 8 A ( 5,760 0.132 99 A 5,760 0.132 10 A 1 6,127 A 7,768 0.141 11 0.178 12 A 7,535 0.173 Lot Area Table Lot tt Block z Soyore Feet Acreoge 1 B 5,800 0.133 2 8 6,264 0.144 3 B 6,259 0.144 4 5 5,800 0.133 5 5 5,800 0.133 6 B 5,800 F0.133 7 I- 0 6,727 0.154 CERTIFICATE OF APPROVAL Lot Line Table Line a Lenoth I Direct;on I L35 72.40' S 00'38'27" E L36 34.48' S 21'21'18" E L37 41.69' N 69'02'54" E L38 6.75' N 89'21'33" E L39 7.86' S-89'21'33" W L40 88.68' N 89'23'27" E L41 21.22' S 45'35'38" E L42 21.22' N 45'35'38" W L43 23.34' N 49'21'33" E L44 20.20' N 00'38'27" W L45 39.75' S 48'26'00" E Lot Area Table Lot # Block x Sopore, Feet Acreoeo 1 1 G 5,787 0.133 2 1 G 5,781 0.133 3 G 5,776 j 0.133 4 G 5,614 9 5 G 7,532 73 6 G 6,346 0.146 7 G 5,800 0.133 8 G 5,800 0.133 G 8,940 0.205 10 G 6,304 0.145 11 G 7,805 0.179 12 G 8,681 0.199 13 C,6,048 0.139 14 G 5,760 0.132 15 G 5,760 0.132 16 G 5,760 0.132 17 GG 6,336 0.145 18 G 6,267 0.144 19 G 6,719 0.154 20 G 7,326 0.168 Approved this � day of 2024 by the Planning and Zoning Commission of the City of Denton, exas. Chairman Date 2 IX-2-1 Ci y Secretary Date Lot Curve Table Curve # Radlus Delta LengthIH,:d]:1-dring Chord C1 30.00' 025'00'28" 13.09' N 13'06'47" W 12.99' C2 50.00' 140'02'46" 122.21' S 44'24'22" W 93.98' C3 30.00' 025'00'28" 13.09' S 78'04'29" E 12.99' C4 j 30.00' 025'00'28" 13.09' N 78'04'29" W 12.99' C5 50.00' 140'02'46" 122.21' N 44'24'22" E 93.98' C6 30.00' 025'00'28" 13.09' S 13'06'47" E 12.99' C7 52.00' 022'06'32" 20.07' N 20'24'49" E 19.94' C8 50.00' 147'07'00" - - 128.38' S 42'05'26" E -- -- ----- 95.91' ---- C9 30.00' 1025'00'28" 13.09' S 76'51'18" W 12.99' C10 200.00. 021'33r 21» ( 75.24' N 79'48, 02n W 74.80, C11 200.00' 032'07'08" 112.12' S 85'04'55" E 110.65' C12 2000.00 010.33 46 368.71 S 84'08 24 W 368.19 C13 1704.50' j 008'43'48" 259.71' S 06'29'56" E 259.46' C14 200.00' 030'08'23" 105.21' S 32'09'19" E 104.00' C15 200.00' 056'35'03" 197.52' N 18'55'59" W 189.59' Lot Area Table Lot w Block Square Feet Acreage 1 D 6,514 0.150 2 D II 5,852 -0.134 3 D � 09 6 1 0.140 4 5 D D 6,849 5,883 0.157 0.135 6 D j 6,150 0.141 7 D 5,930 0.136 8 D 5,440 0.125_ 9 D - I 6,504 0.149 0.152 0.180 10 D 6,628 11 D 7,821 Open Space Area Table Lot # Block # Acres 100X A 0.276 101X A 0.080 102X 103X B G 0.418 0.150 104X G 1.668 105X G 0.084 106X G 0.175 107X D 0.067 108X G 0.042 CITY PROJECT NO:1FP23-0023 FINAL PLAT 11 1111 ' 41 Owes Lots 1-12, 100X & 101X Block A, Lots 1-7 & 102X Block E, Lots 1-20, 103X, 104X, 105X9 106X & 108X Block C, Lots 1-11 & 107X Block D 50 RESIDENTIAL LOTS, 9 HOA LOTS 14.176 ACERS OUT O F TIME E. MERCHANT SURVEY ABSTRACT NO.800 CITE' OF DENTON, DENTON COUNTY, TEXAS OWNER / APPLICANT CYRENE AT HICKORY CREEK LLC 1661 E. Comelback, Suite 275 Phoenix, Arizona 85016 Telephone: (623) 466-3286 Contact: Justin Pasternak ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPELS No. F-2121 and No. F-10043100 Contact: Daniel McComish, PE April, 2024 SO Job No. 21-074 Sheet 2 of 2