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SD5205AVICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL CORNERS ARE MARKED WITH CAPPED 1/2" IRON RODS STAMPED "KAZ" UNLESS OTHERWISE NOTED 2. 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 CENTERLINE 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. 3. FLOOD STATEMENT: I HAVE REVIEWED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR THE CITY OF DENTON, COMMUNITY NUMBER 480194 EFFECTIVE DATE 04-18-2011 AND THAT MAP INDICATES AS SCALED, THAT A PORTION OF THIS PROPERTY IS WITHIN "NONSHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD (500.YEAR)" AND A PORTION OF THIS PROPERTY IS WITHIN "SHADED ZONE AE" DEFINED AS "SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD (100-YEAR); WITH BASE FLOOD ELEVATIONS DETERMINED" AS SHOWN ON PANEL 0360 G OF SAID MAP. 4. THE PURPOSE OF THIS FINAL PLAT IS TO CREATE 94 RESIDENTIAL LOTS AND 11 HOA LOTS, 5. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE PROVIDED WHEN A BUILDING PERMIT APPLICATION IS SUBMITTED. THE MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE BASED ON CURRENT FEMA DATA. THE MINIMUM FLOOR ELEVATIONS SHALL BE STATED AS MEAN SEA LEVEL RATHER THAN RELATIVE BASED ON CITY OF DENTON DATUM OR N.G.S. 1983 DATUM. 6. THERE IS VISIBLE EVIDENCE OF A GAS PIPELINE ON THE SUBJECT PROPERTY AT THE TIME OF THIS SURVEY. THERE ARE NO GAS WELLS WITHIN 1,000 FEET OF THE SUBJECT PROPERTY. 7. BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE (4202), AND ARE BASED ON THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. 8. THE HOA IS RESPONSIBLE FOR MAINTENANCE AND OPERATION OF PRIVATELY OWNED AND MAINTAINED ALLEYS AND PROVIDING ACCESS TO CITY SERVICE VEHICLES. THE CITY OF DENTON HAS NO OBLIGATION TO ACCEPT ANY PRIVATELY OWNED AND MAINTAINED ALLEYS WITHIN THE BOUNDARIES OF THIS FINAL PLAT. HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL COMMONLY OWNED PROPERTY. 9. ALL PUBLIC AND PRIVATE STREETS & ALLEYS TO MEET OR EXCEED CURRENT CITY OF DENTON PAVEMENT SECTIONS AT THE TIME OF FINAL PLAT/CIVIL ENGINEERING PLAN APPROVAL 10. THE DECLARANT HEREBY DEDICATES TO THE CITY OF DENTON A NON-EXCLUSIVE EASEMENT UPON ACROSS, OVER AND UNDER RESIDENCES AT RAYZOR RANCH HOA LOT 1, BLOCK A & HOA LOT 8, BLOCK C & LOT 9, BLOCK D FOR REASONABLE INGRESS, EGRESS, INSTALLATION, REPLACEMENT, REPAIR AND MAINTENANCE OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO WATER, SEWER, & STORM DRAINAGE. 11. TREES, FENCES, ENCROACHMENTS AND OR STRUCTURES WILL NOT BE ALLOWED IN DRAINAGE, DETENTION, ANDI OR PUBLIC UTILITY EASEMENTS. 12. 5' SIDEWALKS SHALL BE BUILT ALONG PUBLIC STREETS. 13. THIS PLAT IS HEREBY ADOPTED BY THE OWNER AND APPROVED BY THE CITY OF DENTON (CALLED -CITY-) SUBJECT TO THE FOLLOWING CONDITIONS THAT SHALL BE BINDING UPON THE OWNERS, THEIR HEIRS, GRANTEES, AND SUCCESSORS. THE DRAINAGE AND DETENTION EASEMENT WITHIN THE LIMITS OF THIS ADDITION, SHALL REMAIN OPEN AT ALL TIMES AND WILL BE MAINTAINED IN A SAFE AND SANITARY CONDITION BY THE HOA AND OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE AND DETENTION EASEMENT. 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 AND DETENTION EASEMENT, AS HEREIN ABOVE DEFINED, UNLESS APPROVED BY THE CITY. THE OWNERS SHALL KEEP THE DRAINAGE AND DETENTION EASEMENT CLEAR AND FREE OF DEBRIS, SILT, AND ANY SUBSTANCE THAT WOULD RESULT IN UNSANITARY CONDITIONS OR OBSTRUCT THE FLOW OF WATER. AND, 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 AND DETENTION EASEMENT TO REMOVE ANY OBSTRUCTION TO THE FLOW OF WATER, AFTER GIVING THE OWNERS WRITTEN NOTICE OF SUCH OBSTRUCTION AND HOA 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 HOA AND THE OWNERS WRITTEN NOTICE OF SUCH OBSTRUCTION AND HOA AND OWNERS FAIL TO REMOVE SUCH OBSTRUCTION, THE CITY OF DENTON SHALL BE REIMBURSED BY THE HOA AND OWNERS REASONABLE COSTS FOR LABOR, MATERIALS, AND EQUIPMENT FOR EACH INSTANCE. THE NATURAL DRAINAGE THROUGH THE DRAINAGE AND DETENTION 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, 14. ALL TREES TO BE PROTECTED BASED ON THE TREE PRESERVATION PLAN INCLUDED IN THE CEP18-0001 CONSTRUCTION DOCUMENTS SHALL LIMIT ANY FUTURE UNAUTHORIZED LAND DISTURBING ACTIVITY OF CONSTRUCTION THAT WOULD IMPACT AND/OR DAMAGE THOSE TREE(S) BEING PROTECTED. THE FOLLOWING LOTS ON THE TREE PRESERVATION PLAN CONTAIN PROTECTED TREES: LOTS 29, 33, 34, 42, 44 & 46, OF BLOCK A AND HOA 25, BLOCK K. 15. ALL HOA PRIVATE ALLEYS SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE 2012 INTERNATIONAL FIRE CODE CHAPTER 5 AND APPENDIX D. LCUCNV 83 = NORTH AMERICAN DATUM 1983 W =RIGHT-OF-WAY = UTILITY EASEMENT _. = PUBLIC UTILITY EASEMENT = DRAINAGE EASEMENT C.E. = COMMUNICATION EASEMENT S.S E. = WASTEWATER EASEMENT W E. = WATER EASEMENT POB = POINT OF BEGINNING CAP/IRS = CAPPED IRON ROD SET R.P.R.D.C.T = REAL PROPERTY RECORDS DENTON COUNTY TEXAS PROD C.T. = PLAT RECORDS DEMON COUNTY TEXAS INST. NO.=INSTRUMENT NUMBER T.T.E. = TEMPORARY TURNAROUND EASEMENT H.0 A, = HOME OWNER'S ASSOCIATION O = BLOCK CL- = CENTERLINE OF ROAD -mot- =SURVEY LINE - - - - - =EASEMENT ' M *0 WB DENTON LAND LP 5201 SPRUCE STREET BELLAIRE, TEXAS 77401 PHONE: (713) 219-9400 CONTACT: TINGFU CIAO SURVEYOR: KAZ SURVEYING, INC. 1720 WESTMINSTER STREET DENTON, TEXAS 76205 PHONE: (940) 382-3446 TBPLS FIRM #IODO2100 T _ _ _I _T �T _ T i I i i i i i I I I I LOT LOT2 LOTS I LOT LOT ( LOT LOT LOTS ii al N 89°11'31" E - ( LOTi < z i5 47.78' CAP/IRS 16.06 60.00, 60 00' - -16 U.E. PER CABINET A, PAGE 196 now 60.W61.B6LOT 14, BLOCK 12$GREENWAY CLUB ESTATES a w: wNCABINET Ez HOA 28a A, PAGE 196 °'�. a 46 45 gFT� wDRAINAGE P.R.DCT. i"447 8 0.165AC ;0165AC 42 EASEMENT m 48 9 0.174 AC z ]203 SQ FT o 72DO SO FT 0 185 AC - ry 0170 AC 2 7601 Sp FT 7200 80 FT 7426 SO FT 0.200AC 8710 SO FT z 14.44' 4556 10.5'.U.E SA i AUGUSTA DRIVE 2.5'SWPED.A.E 50'R.O.W. - I Ct C5 - -�L _ - s AUGUSTA DRIVE -° SO' R O W. PER CABINET A, PAGE 1% C4 2.6 SIN, PED. AE 355.62' Cow 55.00' -- '-- 7. 98' -- 50 00. _ m mo ry 0 048 2095 SO F FT 0 048 AC 2095 SO FT �$ g 0048AC L S 8]°3543' E 85.00' S 87°3543" E 6506 S 87°35'/3" E 65.00' N ry 2085 SO FT n 2 v e 16 15 S 8]°35.43" E 65.00' J 8 o 3 8 AC - $ 0034AC 8 8 2 m I BLOCK 16 - 18p SS IN N 1495 Sp FT m 0034 AC I 0.034 AC f S 8]°35.43' E 65.00' `N4' S 87°3543" E 65.W' `� N SE m Q C 5 87°35'43 6`u.00' 1485 Sp FT m < 15 w 1q L S87°3543-E 65,W N ^O $ 0 034 AC 1495 SO FT "�eN 8 °' N O 495 SO F $ 1495 Sp FT $ 3 `$ 3 O `� S8i35'43'E m S87°35'43"E `° 14954ASO FT $ 0034AC $ Z 65,W N 65.00' N S `� = /495 SO FT 14 zl 13 $ o 87°35'43" E 65.00' �,�„ `� S W°35'43" E 85.00' m N N 0034AC $ 0 a 0.034 AC $ m w 4 3 4 \ 1495 SO FT IN W N 1495 SO FT o 0034 AC Io $ $ $ S 87°3543" E 65.00' Z S 87°35'43" E 65.00 "' 3 w N 1495 3p F"f S n $ " v ry 1495 Sp FT g $ w 87'35'43" E 65.00' S 87°35'43' 3 13 $ 12 3 E 65,00' $ gO 149SO FT wI8- N 5 Im 5 ? 7 n ry 1495 SQ FT m ry r ry g 0034 AC w SO FT 0034 AC n w S 87°35'43' E 65.00' ' ry W c S 87°35'43" E 65,W z ry 1495 S ry r 1495 SQ FT o J \2 3 11 m 87°35'43" E 65.00, N 387°3543'E o 12 g "A $ 11 65.W 0.034AC f>. `d ry 0.034 AC o 6 m rn w 6 1495 Sp FT I 1495 Sp FT $ 0034AC Iw Iu b \ $ z S e7"35'43' E 65.00' n J CL S 87°3543" E 65.Op• 1495 Sp `� ry ry 0034AC 1495 Sp FT SO $ S 87'35'43' E 65.00' N N 11 m Q u 10 S 8]°3 E 85.06 8 0 034 AC o Im HOA 27 7 oN z 7 1485 Sp Ft Q 1495 SO FT m 0.279 AC 0034 AC $ $ 0.034 AC S 87°35'43' E 6500 ] S 8T35d3' E 65.W `" 14146 SO FT N 1495 SO FT N 1495 SO FT g S 87°35.43" E 65.06 10 Fr 7 S 87°3543 E 65,W- g 0034 AC $ d ¢ $ 9 8 1495 SO FT E. Iry 0.042 AC o $ 0.042 AC I- 0 $ 1s NCS 87°3543'E 6500' NI 1820 SO FT ry IS20 SO FT 4 0042 AC 8 HOA 25 Q o O S 8i3643-E 65.00 35.4 S 87°3" E 85.00 N 7820 SO FT 2051 AC 9 = ��;p �o 5.00 S 87°3543" E 65.00' 124195 SO FT 5.00 49 \\ o. 6 w 8z) SO ie205p FT S N G l /dQJry 87.3543' E 65W' 16' p ���'E ie p7 N 87.35'43' W 120.00' n e o S BB°2&03' E 194136 N 87°3543' IN133.00' T- - - - 16 D.E ER THIS PLAT- U.E. PER INST#2008-116300 L2 �- _ _ _ - N 88°28W' W 1905W - S 87°3543' E 22B.PD' _ - - - - .- - 20 W.E. & S.S.E. PER INST# 2006-116298 ENGINEER: CAGE CIVIL ENGINEERING 999 18TH STREET, SUITE 52110 DENVER, CO 80202 PHONE: (630)-598-0007 CONTACT: DAN KATZ, PE 'DUNAWAY' I I LOT 11 RAYZOR RANCH NORTH INST#2008-127546 P.R.D.C.T Kr/fv ` Z SURVEYING w .kazsurveyin9.com 1720 WESTMINSTER DENTON, TX 76205 (940)382-3446 JOB NUMBER: 170672-PH2 DRAWN BY: HCI DATE: 03-12-2021 R KENNETH A. ZOLLINGER N 89°00'18" W 591.1V LOT 12 RAYZOR RANCH NOF SD5205A G015S055CO5 INS P.R.D.C.T. 711808 RAYZOR RANCH MARKETPLACE BLK A LOT 1/ALL FINAL PLAT LOTS 28-48, BLOCK A, LOTS 1-21, BLOCK I, LOTS 1-20, BLOCK J, LOTS 1-16, BLOCK K, LOTS 1-16, BLOCK L, HOA 28, BLOCK A, HOA 18, BLOCK I, HOA 19-25, BLOCK J, HOA 26 BLOCK K, HOA 27, BLOCK L THE RESIDENCES AT RAYZOR RANCH, PHASE 2 BEING A PLAT OF 12.95 ACRES IN THE FRANCIS BATSON SURVEY, ABSTRACT NUMBER 43, CITY OF DENTON, DENTON COUNTY, TEXAS PAGE OF CITY OF DENTON PROJECT NUMBER FP21-0004 Filed for Record in the Official Records Of: Denton County On: 4/15/2021 2,21'08 PM In the PLAT Records THE RESIDENCES AT RAYZOR RA Doc Number: 2021-141 Number of Pages: 3 Amount: 150.00 Order#:20210415000650 By: CB LOTS I I \ 25 LOT 18 ( 0.21 ACRE I 24 23 22 21 I 20 26 0.17 ACRE 0.17 ACRE 017 ACRE 017 ACRE 0.17 ACRE 04 0.36 ACRE \ _ A LOT 17 \ - _ 2.6 SW.PEOA. E. PER 202097 - - - 27 rl 7/�' w -- - w o l 0.21 ACRE I Z 5 - - - -- -- - - - 105 P. U. E PER 202097--1 �a ------- - - - - - - - - - - - - - - - - --r J_----J' p CAP/IRS S 89°14'22" E 120.32' 1 CAP/IRS O r 75 _ 40P LOT 16 w Q \ m II 'S 89°1'22" E 8 AP/IR5000, AP/IRS 0 2$ ml SgP� NUMB ��X� U LOi 15, BLOCKI W ACRE o2t24 SOFT ( F'Ay' GGVN 1 iBOC E ,A LOTS - - N 89°14'22' W 120.16' LOT LOT - PHASE `O j PaN "a O a LOTS WESTGATE HEIGHTS ADDITION N f N'`O g a 1 LOT 10 LOT I I I LOT 12 ( LOT 13 LOT 14 I CBE, T n g, O2.5 SW.PEDA. E. PER 2020-97 29 887°3543"E 1 3.00' 0.165A $ --- - - - - - - - - - - - - - - - - - - ------ ---- - - 81BB' 60.00' - - - - _ - - 7205 SO Fr i 60.00' 80.00' %w 6000' e'c E. Deft cne,0er e, VARIABLE WIDTHRU.E. PERM a - - 600W 60.00' 60.00,N 89°14.22" W 120.OW I g I S 89°14'25" E Soon' 60OW 65.03 f^. r+ S 8$°21'49" E 177.02' CAPlIRS CAP/IRS $S,OD' - - - 505' S4.9T 3 W CAP S 32.00' 23AW 230W 23.00' 23,W 23W 30.OW JL3J $ CAP/IRS -� $ HOA 26 $ $ a _ ( CA IRS $ 0044 AC - DRAINAGE w w `^p' n .N- $ wl w z %P OLL as Ou. OLL 3 aLL ^ OLL 3: OE °,R w N `4^' o $ O $ - F w I, LL ,- m F 3 S 89°1472' E 65.0(r 25or c olssn EASEMENT f n w $ $ R - $ 9 a a mO a0 a o170AC q1 ot40 ^ 39 37 w m w ^ 32 31 30 o) Im`- BN ��g ao`d'QiOom `0 mS' <r o N oo3a Ac $ FT o 7200 SO ry 7426 SO FT ;+ N ry .^- 3$ j� ;11 w f'., a o 0 0� o^ o 0 25'SW PE z _, o rvo 0165 AC o 0/85 AC ry 0.165 AC '- 36 ^ r, 33 w 0200 AC H z T m S89°14'2YE 6500, = z 7200 SO FT 7200 SO FT rvo 7200 SO FT ry ry o.+as AC 35 ^ 34 ,. 0165 AC 0.165 AC w 0.166 AC w H z z z Z 7200 SO FT c 7200 SO FT N 7200 5 A Ff 9 7200 5 AFT � 0.185 AC n 7200 SO FT v 7200 SO FT a 72Q SO FT It. 8704 SO FT (a w h $ 10- z NO z Z 7200 SO FT o rvo ry N N 27,00' 23.00' 23.00• 23,W 23. 23,23' O ,y 0034 AC t(�J 16 z o ( ( $ N 89° 14'22' W IM23' � � S 89°14'2Y E 65.00' a s0.o' 0.05 ACF _ Z z z z z S 89'14'22" E 214.00• 11 3 1' -_ - _ -s0 oo' - - - _ _ -� HOA 18-PRIVATE ALLEY-VESTA LANE W $ 0.034nc $ [a -61.8g' fi0`�. 60'w -_ 60-ar 60-�• ( ( S89°14'22°E 152.W 0213 AC-9278 SO FT PA.&U.E. 'C�m�' , i° Sag°i4'2YE 65.00' �I Z 15 6000' - 24W 23.00' 23BY 23.00 23,00' 23.00' 13.00' a ? m 0.03 AC -�� _ _ c 8`. 12 0 _ N 87°3543"W 989.30' 60_00' gp_pp• 60-�.10.5' P.U.E -' Bp -pp• �'' z z$ 0.034 AC O W 2.5'SW. PED. A.E 4185' 18.18• \ iO DLL n $ U a _ AUGUSTA DRIVE - �5 J _aN m JLL S 89°14'2Y E 65.00' U a 587�°3543"E 989.30_- 50'R.O.W. Q OLL 14 o OF n ,., 13 0.03 ACt -� I Nom NON O>m0 cOmO a"' 0034 AC O Z 2.5 SW. PEE) A.E -� - -& - ---- -¢ - H In om w$ .-gym 1820SO FT CCCl1JJJ - V 54.00' 3i.90' W 20.00'3 Se7°35'43'E 989.30' O O ^ °� oN ' Dom o$ •' `off afoo a �$^ n N 589°142YE 65.00' 0,03 AC 1 $ 36.09' l�s w00' y 130W 28.00' 230W 23.00' 23 W' 28.00' 8 C16-F Ste° 3 z $ g oN e o 14 Q'�' © 13 0048 AC NIA < w $ 2&00' 23.OW 23.00' 23.00 28 W' 6410' T � Z 20B5 SO FT n ;`� m o C. ? m 28 00' 23.00' 23.00' 23 00' `�' -- S8]°3543"E 65.OW of o m °i .`�" $al m 7 ! P/IRS 004 ACI 23.04' ry l 0 55 .� „A� � �23.80' 23.04' �, 23.04' 0 7�1 S�F //// isoo'-�I{ -�- 12 28.00' 85°40'S9" W 231.85 o 230W 23.0W 23.00' S. �°� N �'�'�' 24 d9.2g_ � 40CA 0.034 AC $ ' z '99'11LL�'' 0.042 AC Oam �sy Tay (Ono 15 w a" w a" OLL <'� 2t 2\ SSW PEE E CA P/I AP/IRS 14955O FT ^6orOn N782050 �F? <� N�o ^�$� a •�0042 AC n�gw ,.�ti NQOj �ivm HOA w 10 $ ---�_�� S87°35'43"E 6500' g o ~ c1LL OLL m ~ ^ _ $ N� - _ 4T). 7Z'S5, h ei o 6m N N1820 SOF ry o o c'� `8`' �$¢ 0.097 AC 0042 AC O1 oy �Qo n¢a as 3 5 Ou Uu '� c1u $ \ �� 0f8 --¢1 E A �L6 C ABLE WIC X Ra 4 VARIABLE Cm - 42pa $G FT nm `1N (O t°N Q QO W 60 w 1 gB ZN 820 SO FT ��pp 0.042 AC O c] a N e 3 3 i - -. P.U.E. i2'' ^ z ^ ^ ^ o o ^ o og o ry $m a 182050 ��'�004SOAC � 3 O - \ �" ^ o ^ ^ - ^ ry o %6t og 8o:f N Bp F 5 65 459 E 226.69 HOA 19 � 2 w z z O w 0069AC / 1 1 _ 255W. PIED A.E 0034 AC 009 3.0125.W 23.00' 23.W' P. .E o ^ o N 388&SO FT S0 28.5T S85°40'S9" E 226,64• °V � 'I m 006 ACE 1495 SO FT � �0 23 00' 28.OW 28.00' 23.00' 23.00' ry ^ b O S 8]°35'd3' E 85.00' ry \ C 23 00' 28.00' 10' P.U.E 64.70' 2SCW 23.00- 23.00• z w N L7 CAP/IRS _ - - - �� 23.00' 'P. .E 230T 23.00' IVRU.E p - 1 4 $ -� 23.00' 28.00' 40.32' CAP/IRS- 11 095 S F $ w -� 24-PRIVATE ALLEY -� N 8l°3543" W 822.OY G0�9/ ��CAP/IRS 0.04 ACR 1495 SO FT \ _ _� _ zw S87°3543'E 650W '� 3 \ 0�4`\ \ 0.443 AC-19315 $0 FT P.q BU.E. - -� - O1M1 5 $ N \, S 87°35.43" E 622.OY HOA 25 j 1 0034 AC r o VARIABLE WIDTH D.E PER THIS PLAT 2852 AC C28 ( r�_�i.33' 1495 SO FT ry � � _ 124236 S0 T E 82 M - I 0 03 0 $e]°3543"E 85.00' w \ -� -� C IN OF NHANCED SWALE _S 88`19'13"E 64]d0' 31'33" Sl9°t7'28' O V IACF 1Nr 00SOFT $ �� ro S 8P35d3"E 65.0W '" \ �- C27 004AR S 88°13'46' E 56 W N 1495 SO FT $ ---b 1730• a' cAPARF N89°00'17"W 921.78' °s. I _ CAP/IRS HO "DUNAwgr J o 43 Se7°3543"E 65.OW CAP/IRF P/ �1 t_---1 r'-- 00 SAC $ HOA25 N� 3 I 1820 SO FT ry 2.851 AC "DUNAWAV" � I _ S 87°3543" E 65.OW 124195 SO FT / a LOT 12 _ S B8°28'03" E 19d.36' / / / _ RAYZOR RANCH NORTH INST. N0. 2MB-127W I VARIABLE W - 16 D PER THIS PLAT o P.R. D.0 T. I I INST. NO. D.RD.D.( N N'28'03 W 190.59 m 24 - - _ - - - _ - _ _ - _ - LOT 12 RAYZOR RANCH NC $ INST#2008-1275, P.R.D.C.T. NAD 83 = NORTH AMERICAN DATUM 1983 R.O.W =RIGHT-OF-WAY U.E. = UTILITY EASEMENT P.U.E. = PUBLIC UTILITY EASEMENT D.E. = DRAINAGE EASEMENT P.A.&U.E. = PUBLIC ACCESS, DRAINAGE AND UTILITY EASEMENT D.U.E. = DRAINAGE AND UTILITY EASEMENT SW PED.A.E. = SIDEWALK, PEDESTRIAN ACCESS EASEMENT C.E. = COMMUNICATION EASEMENT S.S.E. = WASTEWATER EASEMENT W E. = WATER EASEMENT POB = POINT OF BEGINNING CAPARS = CAPPED IRON ROD SET R.P.R.D.C.T. = REAL PROPERTY RECORDS DENTON COUNTY TEXAS P.R.D.C.T. = PLAT RECORDS DENTON COUNTY TEXAS INST. NO.= INSTRUMENT NUMBER T.T.E. = TEMPORARY TURNAROUND EASEMENT H.O.A. = HOME OWNER'S ASSOCIATION O = BLOCK CL- = CENTERLINE OF ROAD -� = SURVEY LINE - - - - - =EASEMENT I I PK NAIL FND � I I I N ENGINEER: CAGE CIVIL ENGINEERING 999 18TH STREET, SUITE 52110 DENVER, CO 80202 PHONE: (630)-59MM7 CONTACT: DAN KATZ, PE • u2 [ WB DENTON LAND LP 5201 SPRUCE STREET BELLAIRE, TEXAS 77401 PHONE: (713) 219-9400 CONTACT: TINGFU CIAO SURVEYOR: KAZ SURVEYING, INC. 1720 WESTMINSTER STREET DENTON, TEXAS 76205 PHONE: (940) 382-3446 TBPLS FIRM #10002100 1720 WESTMINSTER DENTON, TX 76205 (940) 382-3446 JOB NUMBER'. 170672-PH2 DRAWN BY: HCI KFAT I DATE'. 03-12-2021 R SURVEYING R.P.L.S. KENNETH A. ZOLLINGER 'wnw.kazsurveying.com FINAL PLAT LOTS 28-48, BLOCK A, LOTS 1-21, BLOCK I, LOTS 1-20, BLOCK J, LOTS 1-16, BLOCK K, LOTS 1-16, BLOCK L, HOA 28, BLOCK A, HOA 18, BLOCK I, HOA 19-25, BLOCK J, HOA 26 BLOCK K, HOA 27, BLOCK L THE RESIDENCES AT RAYZOR RANCH, PHASE 2 BEING A PLAT OF 12.95 ACRES IN THE FRANCIS BATSON SURVEY, ABSTRACT NUMBER 43, CITY OF DENTON, DENTON COUNTY, TEXAS PAGE 2 OF 3 CITY OF DENTON PROJECT NUMBER I. FP21-OD04 Filed for Record in the Official Records Of: Denton County On: 4/15/2021 2:21:08 PM In the PLAT Records THE RESIDENCES AT RAYZOR RA Doc Number: 2021-141 Number of Pages: 3 Amount: 150.00 Order#:20210415000650 By: CB OWNER'S CERTIFICATION STATE OF TEXAS COUNTY OF DENTON &IiiaTl:L9:� KAZ SURVEYING, INC. 1720 WESTMINSTER STREET DENTON, TEXAS 76205 PHONE: (940) 382-3446 TBPLS FIRM #10002100 LINE BEARING DISTANCE Ll S 00°4536 W 27,76 L2 S00°4538-W 485' L3 S89"1427'E 24W L4 N 00°45'38" E 4 W US S 47°1904' W 2182 L6 N 85°4059' W 15 W L7 S M 4059 E 2426 L8 S 42°2T4o" E 14,57 L9 S30'58'So'E 1622 LID N47°27'56'E 1413' Lt 1 S 445652' E 33 97 L12 S 49°4726 W MST L13 S 42°36E 14.14' U4 N47°24'1T'E 1556 L75 S 42°3543" E 14,14 UB S4T24'17"W 14,14 L47 S 24-16'1e" E 21,OV L18 N59°STOO'E 14N L19 N42-W'S3'W 128T L20 S 63°38'58" W 17.06 L21 N 45°45'38" E 7.or L22 N 44°14'22- W TOT L23 S 00"594T W 1987 L24 N 89'0018" W 18.o0 225 N 00.5942" E 11 W' L26 STTOTIWW 166T L27 NTPOTIB"E 14.37 ENGINEER: CAGE CIVIL ENGINEERING 999 18TH STREET, SUITE 52110 DENVER, CO 80202 PHONE: (630)-598-0007 CONTACT: DAN KATZ, PE OWNER: WB DENTON LAND LP 5201 SPRUCE STREET BELLAIRE, TEXAS 77401 PHONE: (713) 219-9400 CONTACT: TINGFU QIAO CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 1250D 52.00 51.62 ST7°1211"W 23°50'04" C2 150.00 62.40' 61.95 N77-1711"E 23°50'04" C3 175oa 7280 722T N77'1211"E 23°5004" C4 125,00 59.1E 58,61' N 78'WQ" E 2TOTOT C5 150.00 71 09 7034 N 78'WQ" E 27-0TW C6 175 W 828W 82.0E S 78"50'4T W 27°07'OB" C7 33 W 51.84 46ZT S 42°364T E Wool= CB 3300 5184 46.6T 447°24'17E 90°o0'09 C9 26.W 40.84' 36.77' N 42°35'43" W 90°00'00' C10 38 nor 5969 53.74 S4T3643"E 90`00100" C11 50 W 78.54' 70.71' S 42'354T E 90°oow C12 8200' 79.34 74,M S55°44'3T'W 7WI71T C13 50.09 62TT 58,69 N 567TW E 71°5245' C14 380E 4&W 43.24 S 57`43'45' W 69'21'05' C15 125,00' 52 72' 52.W S 75"30'4T E 24 09`53' CIS 150.00 63.95 6346 S75.27STE 24'25'34" C17 175 W 73.81' 73,26 N 75.30'47"W 2WW53' C18 150.00' 74,59 73.82 S71°261TE 28°29'2T C19 17500 86,29 85,42 S71°33.2TE 2WISo3- C20 150.W 42ai' 4276 NOB'5T18"E 16'23'19' C21 20.0E 169E 1846 S25-0321"W 4835'24 C22 20 W 31 AZ 28.28 S 44'1472 E 90`0000' C23 175.00' 34,71' 3465' N06"2633-E 11"21'49' C24 125.00, 8.BW 88W S 02",IrQ' W 4 04'21" C25 120.00' 191,45 t7178' N43"18'00"W 91°24W C26 100.W 158,24 142.24 S 42°5641' E 90'395T C7/ 250.W 39.94' 39.90 NBTOB'10"E 9-09'14" 628 SOW 79.34' ]9.0V S 88.2257'E 18°11100' APPROVED BY THE PLANNING S ZONING COMMISSION ON THIS 174 DAY OF , 2021. 8 CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF DENTON E I, KENNETH A. ZOLLINGER, REGISTERED PROFESSIONAL LAND SURVEYOR, DOES HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND AND THAT THE MONUMENTS SHOWN HEREON WERE FOUND OR PLACED WITH CAPPED 1/2" IRON RODS STAMPED "KAZ" UNDER MY DIRECTION AND SUPERVISION IN ACCORDANCE WITH THE ORDINANCES OF THE CITY OF DENTON, DENTON COUNTY, TEXAS. llhl�l _ �1/ /2021 KE CLINGER R.P.L.S.#53127 DATE 6W;*7HA Zp '- 5372 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED KENNETH A. ZOLLINGER, 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 EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN NDER MY HAND ND SEAL OF THE OFFICE THIS ! °I DAY OF , 2021. W,, MIRANDA L BL17 NOT PUBLIC STATE OF TExAS _ MY COMM. EXP Wf27124 NOTA P , DENTON COUNTY, TEXAS. NOTARY 10132SM78-8 MY COMMISSION EXPIRES t7,Z7�'i WHEREAS, WB DENTON LAND LP is the owner of all that certain parcel of land lying and being situated in the City of Denton, Denton County, Texas and being a part of the Francis Gaston Survey, Abstract Number 43, and being a part of Lot 1, Block A, Rayzor Ranch Marketplace, an addition to the City of Denton, Denton County, Texas according to the plat recorded in Instrument Number 2017-296, Plat Records, Demon County, Texas and being more fully described by metes and bounds as follows: BEGINNING at a 1/2-inch iron rod found, capped "DUNAWAY", for the Southwest caner of said Lot 1; THENCE North 00 degrees 52 minutes 47 seconds West, with the West fine of said Lot 1, a distance of 450.35 feet to a 124nch iron rod found, capped "DUNAWAY", for the most Westerly Northwest comer of said Lot 1, at the Southwest comer of Block 1 of Westgate Heights, Phase I, an addition to the City of Denton, Denton County, Texas, according to the Plat thereof recorded in Cabinet E, Page 77 of the Plat Records of Denton County, Texas; THENCE North 89 degrees 11 minutes 31 seconds East, with the South line of said Block 1, a distance of 47.78 feet to a 124nch iron rod set, capped "KAZ" for an angle point; THENCE South 87 degrees 35 minutes 43 seconds East, continuing with said South line, a distance of 1043.00 feet to a 1124nch iron rod found, capped "DUNAWAY", for a reentrant comer of said Lot 1, Block A, Rayzor Ranch Marketplace; THENCE North 00 degrees 36 minutes 28 seconds East, with a West line of said Lot 1 and the East line of said Block 1, a distance of 120.00 feet to a 12-inch iron rod set, Capped *KAZ"; THENCE South 89 degrees 14 minutes 22 seconds East, a distance of 120.32 feet to a 12Anch iron rod set, Capped 'KAZ"; THENCE South 00 degrees 45 minutes 38 seconds West, a distance of 27.76 feet to a 124nch iron and set, capped "KAZ"; THENCE South 89 degrees 14 minutes 22 seconds East, a distance of 50.00 feet to a 124nch iron rod set, capped "KAZ"; THENCE South 00 degrees 45 minutes 38 seconds West, a distance of 94.84 feet to a 1/2-inch iron rod set, Capped 'KAZ"; THENCE South 88 degrees 21 minutes 49 seconds East, a distance of 177.02 feet to a 124nch iron rod set, capped "KAZ"; THENCE South 00 degrees 45 minutes 38 seconds West, a distance of 4.85 feet to a 124nch iron rod set, capped "KAZ"; THENCE South 89 degrees 14 minutes 22 seconds East, a distance of 24,00 feet to a 124nch iron rod set, capped "KAZ"; THENCE North 00 degrees 45 minutes 38 seconds East, a distance of 4.94 feet to a 124nch iron rod set, Capped "KAZ"; THENCE South 89 degrees 14 minutes 25 seconds East, a distance of 65.00 feet to a 124nch iron rod set, capped "KAZ": THENCE South 00 degrees 45 minutes 38 seconds West, a distance of 160.54 feet to a 124nch iron rod set, capped "KAZ"; THENCE South 47 degrees 19 minutes 04 seconds West, a distance of 21.82 feet to a 12-inch iron rod set, capped "KAZ"; THENCE North 85 degrees 40 minutes 59 seconds West, a distance of 15.30 feet to a M4nch iron rod set, capped "KAZ"; THENCE South 04 degrees 19 minutes 01 second West, a distance of 50.00 feet to a 124nch iron rod set, capped "KAZ"; THENCE South 85 degrees 40 minutes 59 seconds East, a distance of 24.28 feet to a 124wh iron rod set, taped "KAZ"; THENCE South 42 degrees 27 minutes 40 seconds East, a distance of 14.57 feet to a 124nch iron rod set, capped "KAZ"; THENCE South 00 degrees 45 minutes 38 seconds West, a distance of 62.41 feet to a 1/2-inch iron rod set, Capped 'KAZ" in a South line of said Lot 1, Block A of Raynor Ranch Marketplace; THENCE North 89 degrees 00 minutes 17 seconds West, with said South line, a distance of 921.78 feet to a M4nch iron rod found, capped'DUNAWAY"; THENCE South 01 degree 01 minute 16 seconds West, a distance of 123.49 feet to a 124nch iron rod set, capped "KAZ"; THENCE North 89 degrees 00 minutes 18 seconds West, a distance of 591.11 feet to the PLACE OF BEGINNING, and enclosing 12.95 Acres of land, or 564,129 square feet of land, more or less. OWNER'S DEDICATION NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT WB DENTON LAND LP DOES HEREBY ADOPT THIS FINAL PLAT, DESIGNATING THE HEREIN DESCRIBED PROPERTY AS, THE RESIDENCES AT RAYZOR RANCH MARKET PLACE ADDITION, AN ADDITION IN THE THE CITY OF DENTON, TEXAS AND DOES HEREBY DEDICATE TO PUBLIC USE FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUSUC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. WS DGNT.QN LAND LP ' BY: TI GF DATE STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED TINGFU CIAO, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTEDTHETHEE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN. WITNESS MY HAND AND SEAL OF OFFICE THIS THE a DAY OF M Vl V 1 , 2021. NOTARY PUBLIC IN AND FOR THE STATE OF� COUNTY MY COMMISSION EXPIRES ON 1720 WESTMINSTER DENTON, TX 76205 (940) 382-3446 R.P.L.S, KENNETH A. ZOLUNGER 'y 732003; iP 0 ,�xpoe-or?.,,1�1 FINAL PLAT LOTS 28-48, BLOCK A, LOTS 1-21, BLOCK I, LOTS 1-20, BLOCK J, LOTS 1-16, BLOCK K, LOTS 1-16, BLOCK L, HOA 28, BLOCK A, HOA 18, BLOCK I, HOA 19-25, BLOCK J, HOA 26 BLOCK K, HOA 27, BLOCK L THE RESIDENCES AT RAYZOR RANCH, PHASE 2 PAGE 3OF3 BEING A PLAT OF 12.95 ACRES IN THE FRANCIS BATSON SURVEY, ABSTRACT NUMBER 43, CITY OF DENTON, DENTON COUNTY, TEXAS CITY OF DENTON PROJECT NUMBER FP21-00D4 Filed for Record in the Official Records Of: Denton County On: 4115/2021 2:21:08 PM In the PLAT Records THE RESIDENCES AT RAYZOR RA Doc Number: 2021-141 Number of Pages: 3 Amount: 150.00 Order#:20210415000650 By: CB