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SB0099ATRACT ONE TEMPORARY GRADING EASEMENT DOC. NO, 2022-115261 O.R.D.C.T. REMAINDER OF PARCEL IV POINT OF CALLED 243.808 ACRES BEGINNING ` - BLUE STAR ALLEN LAND, L.P. DOC. NO. 2011-60030 N7$•55'06"E 1/2" IRON ROD FOUND N: 7139620.70 O.R.D.C.T.. S76'57'53"E 6g, <cm> E, 2475680.81 112.32 PEARLS OF PROSPER HOLDING COMPANY, LLC DOC. NO. 2022-36684 O.R.D.C.T. TRACT Two TEMPORpqRYGRADING EASEMENT DOd. NO. 2022-115261 O.R.D.C.T. 30' DRAINAGE & SAN SEWER EASEMENT TRACT TWO DOC. NO.R.D C?T.121365 TEMPORARY GRADING EASEMENT N: 7139610.45 DOC. N0. 2022-115261 - - - - - - - - � O.R.D.C.T. E: 2476487.11 1/2" IRON ROD - W/ RED CAP FOUND S89'16'19"E 806.37' 1 <CM> 60'00 N-78.16+5g8o$4'1. 50•a91 38.35 65.00' 65.00, 65.00' 65.00' 65.00' 65.00' 188.00' 65.00' 65.00' 64.78' 15.00' 60.24' O35 96 3 3 3 DE o as• 2S, S$7'40'48"E 180.08' 47.0a 3 � 3 � 3 I _ 3 3 1 r n r O ,- O r 0 .- 0 e O e- O a ^ 59.96' 65.09' 65 25 N o d o o x x o x o T o o 55.03' N N d o d o o rr o M b 10' rn 44 `� N 45 ¢ N 46 N 47 48 49 M 50 M (0 51 M � 52 i� (6 53 i•1 co 54 � I x Z N 4'3 N N 0 0 N O O O "N' _ 0 N I N Y n m o 3 O N� 42 '� - 25' BL I m 5' UE 0 39 o' 6.35' n O - - - Ww� - - 65.00'- .M 2 10' UE N "" N N 41 / �� Cp T31 Z 40 os o.� �` - - - - S89'16'19"E 598:09' _ a 10'X,0' DE 25_ BL r" / �-' a6 3�' SHADY TRAIL - - 7.70 I - LOT 6X _ - 13.11' r i ' �71'Sa I T32 BLOCK J '> 84 - -38 8y'- s' uE A� X -13 6 �SS �Q. 10'X10' UE 10'X1O' UE 5 UE �11 *18'08" C1 N - - - - - - _ _ 10'x1o' UE I z5" 25 I ��� / �� - 25' BL T=61.85' I `-------sa4Q'11"E171 Q_ - - - - - - - - - 75 / 21.31 10'x1o' UE 3 0 b b 3 3 3 3 L=123.29' SDI \28 [�� / ��/ CID.00 M 5 M <O 6 M 7 M N 8 t0 9 iM t0 1 0 M 1 1 O " s¢• / /. O 3 M o0 4 :d' 04 ;t N d N d N N d- N N 12 n Ld ChB=N7 23 03 E I 131.93' 0 � r N O O O 0- 0 > ChD=123.09' MI o� 2 N ,� N N O �' o M I o l 2 u ' -I- 3 'o R <Ial 1 ` I 01 rn 5 5 Z + > x �'o\�C 6 26, 65.00' 65,00' 65.00' 65.00' 65.00' 65.00' 65.00' 7 . I W ,� c\ to I " a �I 6 S89'16'19"E• - - - - _ 3 86 N W I J MI 51.94 - ----- S89'16'19"E -----1 ----- ---- o o; ..... fi8•� 13.23' �5' WME MI vl I ns \ 29' 21.29 _N79'3� 55 E 5' LIE 767�48"E g7.5a 71.O 0 Z -14 N 3 3 3 3 I � ,. x x x x x m a M `[ G L N No a o ¢o :ro d 000 Do I AA ` O cn aD 20 M co 19 M (6 18 M 17 '1 16 M co 15 M 1d 14 M 0 13 "' `9 'ol w o % N Nj 21 w ;t N d• N N ;a• N_ O N o N I I I QI LOB .q O s N O- 0- O O .- 010' UE 7 j, s 22 P O 1'1 N N rn w I m w _ I 23 �1 ' rA 25bi (CL' BL i� I AA Vol tO 1 In . -� �--" 7.14' - 5 UE - - - - l 25' 25' 1 ... -I 1 O LOT 1 O 7 - �i.39'- - �7 86- - - 65.e9'- - - -wov - �ro8 - - ss�o'- - - &590-F­54-.7W- -G -- O I 7.53 AC. PARK f�1 0 37 / 0 I LOT 1, BLOCK AA _:I - C20 , S89'16'19"E 437.61' N G2, I in TO BE DEDICATED FEE SIMPLE -5�3' _ - T -- - - ' _ _ TO THE TOWN OF PROSPER 33?. "' FORESTBROOK DRIVE 15 cV I. I �20.08' cNr N79'408 40 - -� `- - - - - - N I o I T1 C19 -� - 8@.tb' -53-42'' - 6sQ0` g5-6Q' - - �65.6b'- - - -g+� pp - - -6 OOL 10'X10' ue ¢ n I g`, CO 4.34 11.58 s UE 10'XIO' LIE CD NI oo p - 25' BL W 1�1 N �� �iJ.4'J - "�4:fl 10'X10' UE � 3 3 3 iY O to O 3 p 3 O a31: 3 3 I In 11� I 35' 25' I N o n rn `r m 6 M o 7 d o o I M I 4. Z r i o .. tcLN 4 d 5 ;r ;t N :t N 8 ,Ma N 9 co, 10 N 11 N 12 Z I N I .s 2 �; �' .I °' -P '0. O w io m ¢ I r 8 7 6,38' .c vQ, S.OQ 5,00', „„ 6.5,095.0q 6!00' 4.26' .u� . 0" UE g79543 ,23�""30'R8 ," ,...:�72.0T .56.74' 65.00 65.00 �. 65.00 65.00`..a� 65.00' �•.. y,.� . �. ;� _, 65.0 N84'6510' E 17.86 389'16'19"E - I ,�°� u.r. ��•74' SEE SHEET 2 OF 4 N r'.mv.+.. ___+� 1 31x+L B(mbS xv..w #...:.�i,' €.' f;•<e .._x ... .o .•., b=we+..J vn n ?;.sa+v..e aua .Jew' 1 »eb . I ! NOTES LEGEND I I O.R.D.C.T. OFFICIAL RECORDS, DENTON COUNTY, TEXAS W. PROSPER TRAIL PROSPER O Y U J z PROJECT LOCATION W 1sTST. PIP ao• NORTH LOCATION MAP NOT TO SCALE 1. DEVELOPER TO INSTALL ALL SIDEWALKS ALONG R.O.W. FRONTAGE OF HOA LOTS. 2. ALL DEVELOPMENT WILL COMPLY WITH ALL ZONING AND SUBDIVISION ORDINANCE REQUIREMENTS. 3. COMMON AREA LOTS 22X, BLOCK 0, 27X, 28X, BLOCK N AND LOT 6X, BLOCK J SHALL BE DEDICATED AS LANDSCAPING, TRAILS, AND PEDESTRIAN ACCESS EASEMENTS TO BE OWNED AND MAINTAINED BY THE HOA. 4. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO A FINE AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 5. BASIS OF BEARINGS DERIVED FROM THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD83, TEXAS NORTH CENTRAL ZONE, (4202). COORDINATES ARE GRID. 6. ALL LOT CORNERS SHALL BE MONUMENTED WITH A 1/2" IRON ROD WITH A CAP STAMPED "AG PROP COR", (UNLESS OTHERWISE NOTED). 7. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL CENTERLINE INTERSECTIONS AND POINTS OF CURVATURE. 8. DISTANCES SHOWN ALONG CURVES STATE SAID CURVES ARC LENGTH AND ITS RADIUS IS CONCENTRIC TO THE ROAD CENTERLINE, (UNLESS OTHERWISE NOTED). 9. ALL FENCING ADJACENT TO PARKS AND COMMON AREA/OPEN SPACE LOTS SHALL BE ORNAMENTAL METAL. 10. 11,868 ACRES (516,969.02 SF) OF STREET RIGHT-OF-WAY IS BEING DEDICATED BY FEE SIMPLE TO THE TOWN OF PROSPER. 11. LANDSCAPE EASEMENTS SHALL REMAIN EXCLUSIVE OF ALL OTHER TYPES OF EASEMENTS UNLESS APPROVED BY TOWN COUNCIL. 12. THIS PLAT 1S SUBJECT TO ADDITIONAL ZONING STANDARDS OUTLINED IN ORDINANCE 15-55. 13. LOTS IN THIS PHASE ARE SUBJECT TO IMPACT FEE ORDINANCE 17-14. 14. NO FLOODPLAIN EXISTS ON THE SITE. 15. LOT 1, BLOCK AA, NEIGHBORHOOD PARK TO BE DEDICATED TO THE TOWN OF PROSPER IN FEE SIMPLE. n a O Z N 4 M d m ci a a } 0 En Z W 0 M 0 0_ D U 0 �Z � z 0 0 U RIGHT-OF-WAY DEDICATION BK. 2022 PG. 500 P.R.C.GT. 0 0 U o 0 NZ �F=b �o�ati WaanjCi W - Y N Q W 0 N a W Z m O (n m 0 a a 10' UTILITY EASEMENT BK. 2022, PG, 500 I I P.R.C.C.T I 1 25' LANDSCAPE AND HIKE _ AND BK. B1022EPG. 500T 1 P.R.C.C.T. 20' SEWER EASEMENT BK. 2022, PG. 500 I 1IXI / P.R. C.C.T. I � � f w- GRAP141C SCALE ( IN FEET ) 1 inch = 60 ft. - EX. 20' SSE MM o 00 LO 00 LO LLI 1 I 15 16 17 18 >w I I 3 oa 1 >; r rn >- m I I LO C) r 1 0 Q 3 I 1 , EX. 5' UE v- I _ - -�---- ---- w .J o 1 EX. ,s WE BIG SKY DRIVE FF-- 0 w a I0-0 (EX. 50' ROW) 1 Z' (0 / O.P.R.C.IC.T. = OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS o = 1/2" IRON ROD FOUND WITH CAP STAMPED "AG PROP COR" (UNLESS OTHERWISE NOTED) • = 1/2" IRON ROD SET WITH CAP STAMPED "AG PROP COR" (UNLESS OTHERWISE NOTED) < M> = CONTROL MONUMENT BL = BUILDING LINE ROW = RIGHT OF WAY AUDE = ACCESS, UTILITY AND DRAINAGE EASEMENT SSE = SANITARY SEWER EASEMENT W = WATER EASEMENT Dt = DRAINAGE EASEMENT SWE = SIDEWALK EASEMENT HbA = HOME OWNERS ASSOCIATION UE = UTILITY EASEMENT WME = WALL & WALL MAINTENANCE EASEMENT = 10'x10' UTILITY EASEMENT ( ) = DENOTES STREET NAME CHANGE SURVEYOR ALLIANCE GEOSERVICES :ter {� - - - - - ----- EX. 15' DE i j. 2 3 I LEGACY DRIVE I BOOK 2023, PG 130-131 P.R.C.C.T• DOC. NO. 2023-66 I P.R.D.C.T. Ex. lo' UE 1 STAR TRAIL j PHASE SIX CAB. 2021, PG. 222-224 I I DOC. NO. 20210422010001410 Q o O.P.R.C.C.T. I I � w I � > V I 12 11 10 A=5'33'39" 0 T=67.99' 1 R=1400.00' 1 I L=135.88' f EX. 5' DE ChB=S3'01'20"W - ------ ----- ChD=135.83' I STILLWATER LANE I (EX 50' ROW) 80 RESIDENTIAL LOTS - - - - - 4 COMMON AREA LOTS EX. 15• DE o`` EX. 5' DE 1 TOWN PARK LOT I 1 AMENITY LOT I I 3420 STEVEN DRIVE PLANO, TEXAS 75023 214-307-2560 info©alliancegeoservices.com www.allioncegeoservices.com TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 D 41.452 ACRES 80 TYPE "B" LOTS OF 8,125 SF MIN. PD-66; SINGLE FAMILY -ZONING ORDINANCE #14-31 D21-0060 FINAL PLAT STAR TRAIL PHASE TEN AN ADDITION TO THE TOWN OF PROSPER PART OF 243.808 ACRE TRACT OF LAND IN THE J.M. DURRETT SURVEY, ABSTRACT NO. 350 LOUISA NEATHERLY SURVEY, ABSTRACT NO. 962, IN THE TOWN OF PROSPER, DENTON COUNTY, TEXAS AUGUST 2022 SCALE: 1 "=60' OWNER/DEVELOPER BLUE STAR ALLEN LAND, L.P. 8000 WARREN PARKWAY BUILDING 1, SUITE 100 FRISCO, TEXAS 75034 FAX: 214-387-7781 CONTACT: SCOTT SHIPP PH: 972-543-2412 PLANNER/ENGINEER Fg DOWDEY, ANDERSON & ASSOCIATES, INC. }. 5225 Village Creek Drive, Suite 200 Plano, Texas STATE REGISTRATION NUMBER: F-399 CONTACT: Dustin Wentz, PE PH: 214-420-8494 EMAIL: DWentz®page-dawson.com Filed for Record in the Official Records Of: Denton County On: 4/19/202312:04.30 PM In the PLAT Records STAR TRAIL PHASE 10 Doc Number: 2023-127 Number of Pages: 4 Amount: 200.00 Order#: By: DP OF 4 U � n I• N I �t Itrz - d- 0 w w N I rn dl LO 1� Z I Z I I 1 I I j I 1 ,.< ._..r I r=7rM177 I 0o O LOT 1 15' DE 1� AA 1 N\ 7.52 AC. PARK n 6,\ LOT 1, BLOCK AA TO BE DEDICATED FEE SIMPLE TO THE TOWN OF PROSPER �15'X15' UE �G 0 48'09'49" T=189.95' \ R=425.00' L=357.26' B=N22'20'56"W ChD=346.84' SEE SHEET 1 OF 4 C--20- S8916'19"E 437.61' N G`L1 " 158,407 �--�- FORESTBROOK DRIVE - 10 -20.08, v N79'40� 04 N Ti C19 - g@,1$' ' - �3?12L - - -65 00 --65.00-' - SS.to'-S5.$0'- - �- - 4.34' 11'S8' 10'X10' UE N5' UE 1O'X1O' UE o 25' 8L en N ��-zF3'4�' `�`.0 1O'x1o' UE ' to 3 N 35' 25' �-- o d rn .r o .t o m o o d o o o0 r�l N N'o 3 m N 4 p 'N 5 � N 6 � T 7 o N $ o N 9 o N 10 N 11 N 12 N I N I _P J I J J W + 1 6 6 D �. 05 OD' 65 00 "W 32 ' 0.$ ' 48"E 17.86' Z '54 � 8 7207 56.74 65.00 65.00 65.00' 65.00 S891819 E 66'� 72.52 M 5 UE 579' q0' N84'31' 66.0�L .. 65.10cli s' 74, . W (00 I x z O ' ' W o 0 o LU W W I NV .41 w 20 w= 19 0 18 o N 17 N 16 1 M 14 M 13 Ism 00 1 21 0 Z o o �- o o �' 22 cO �_ r' z z z z N a rn I 5' UE N 23 m w 1'1 - - 25' 8L - I N �? -5, UEDO fn I �, § - 4e 4s' - - - s�.es - - hoe - - -65-OG - - s . o'- - - s, eo' - -s sa - of o 24 f _- �5 00' _ �' -2 22.03' loolw o ko i 6 09 C18 !- _ S89'16'19"E 333.36_ N ^I�^ 64 193.627 ____ + WHITEWOOD DRIVE 4� 1S J U z _�65.00'- - - -MOO' - - ' 65 00` - 59.",- -�+ \ o w Tg ^' C1� - 73.f50'- 13.87' 14.65' 5' UE Iz -10X10 UE Iv v \ Z2 IVX10' UE 25' BL 25' 25' 0 to 10'X10' UE �- IN •- W i") (6 5 M vi 6 M ,ri N ' I I I ri .Ly J 4 N 0 o 7 n 00 9 �� CA rn C7N 0D Ln p P JJ .I i_n N C34 LU 65.00' 65.00' 6530,I J s >>j \j m O 69',_ S89'16'19'E - - - - - - S83'46'S " 65.30 73.0T I I i o Nj623,p8"E g7.34 18.26' �Z CO 5' WME 0 E -S88'44'17"Ei . IZ f 3 I 0 o.,A�' 3 m M w J 15 I > I 12 N�1.424� 14 m d utOi 3 O \ 21.45' N 15 g N N 13 M 12 M¢ 3 ( I v I `vi CA m to i voi ; r 11 iM ri 10 f I 00 I I to\ u= 3 I U 16 w'� _ ?s' BL �' 0 ig r I APPROX. SURVEY LINE J.M. DURRETT SURVEY, ABSTRACT NO. 350 '?89� 10X70 UE 5' U5' UE a O E I - - LOUISA NEATHERLY SURVEY, ABSTRACT N0. 962 �, 1.08, ---- - _---_ I Z � W So,_ 10'x1o' u 9.81, I 25' 25' O \/ \ 20.65' \ 2, �2,p,2'' C12_,,_------ ------�` f>S.z�4' - 44.82' U, c1� T11 is / 0.16'PLACE 13 -`� N89'55'46'E t0 4-4.82UE� A � 5' UE-�,, C20 SRs?S, ,2\\ 5yti� 27X �10'uE__----- ____ 85_32' - - � �6� -10' UE �p0 y�0 214.28' 10' UE �°�hh \ O DRAINAGE 16, T38 ESMT �, ? �I 5' UE / R`�� a 205.78' \ ti`O 2� 00 C-3-_�-28X - M-- �A�(p I N89'55'46"E 309.28' T13 �.�Q.� C39 225.86' C30 \ as28 \ 26Q315'X75' LI Q� UE 1.83 AC AM[ REMAINDER OF 0=16'2O'O2" \ LOT 2, E \ \ TO BE OWNED \ BY TF PARCEL IV CALLED 243.808 ACRES T=57•41' \ BLUE STAR ALLEN LAND, L.P. DOC. NO. 2011-60030 R=400.00, \ \\ O.R.D.C.T.. L=114.03' \ \ ChB=N54'35'52"W 2�\ ChD=113.65' 6��0' \ UE A=48'13'06" T=145.44' \ R=325.00' \ �� L=273.51' ChB=N38'39'20"W W. PROSPER TRAIL PROSPER RD. a 0 Q Z PROJECT LOCATION W 1ST ST. ao• NORTH LOCATION MAP NOT TO SCALE ChD=265.51 � 35, 1 259. T1, N 12'45'20"W 70.10' , w 16.46' N: 7138030.11 C11 E E: 2475689.15 <CM> S77'17'32"W 33.64'- 50.00' N12-36'10"W / 70.73' N 55'00'18"W� 14.77', 30.64 d m T18 _ 70.19_ 4.93' SA 2 / G°' C $/ N8955'46"E 'Y CENTER / / / \ °ate , / 63.50' :K AA /ao 30 �� / / \ / / S84'52' 4"E I I I 10A MAINTAINED /�, �,�• O � 11 .45' I I I VARIABLE 0 15 WE rn 10'UE - - - - - - - - - \ 15' DE S89'55'46"W 96.52' > a 136'53'15" S89'5546"W T=126.57' 95.00' ,s DE / / / / R=50.00' 0=85'33'34" L=119.46' T=254.47' R=275.00' ChB=N T11'59"W L=410.66' 6hD=93.01 ChB=S47'08'59"W 6/ ChD=373.55' 4°.0 S4'22'12"W \ F ,y °� T4a I 32.30' \ II 26.83' REMA NDER OF " PARCEL IV S46 43 24 W CALLED 243.808 ACRES _ - , BLUE STAR ALLEN LAND, L.P. S82'35'33"W 14.78 13.43' 0=5'36'10" T=15.90' R=325.00' L=31.78' ChB=S85'23'38"W ChD=31.77' DOC. NO.12011-60030 O.R.D.C.T.. n O co -25' LANDSCAPE BUFFER (SEE NOTE 3) -1 •• Ld w I I > I � o I � J o I a w 0=5'33'39" O T=67.99' R=1400.00' L=135.88' ChB=S3'01'20"W Ch D1=135.83' STILLWATER LANE (EX. 50' ROW) - EX. 15' DE EX. 5' UE I I I 1 I I J 1 2 I I STAR TRAIL I PHASE SIX J CAB. 2021, PG. 222-224 I DOC. NO. 20210422010001410 EX 10' UE O.P.R.C.C.T. _ I J I 60 GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. I I T=5 24 I I 12 LEGEND 0.R.D.C.T. = OFFICIAL RECORDS DENTON COUNTY TEXAS T=71.82' J O.P.R.C.C.T. = OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS R=1400.00' o = 1/2" IRON ROD FOUND WITH CAP STAMPED "AG PROP COR" L=143.51' I (UNLESS OTHERWISE NOTED) ChB=S2'51'58"W I Ex 5' UE • = 1/2" IRON ROD SET WITH CAP STAMPED "AG PROP COR" ChD=143.45' (UNLESS OTHERWISE NOTED) I <CM> = CONTROL MONUMENT GLEN HEATHER LANE BL = BUILDING LINE (Ex. 50' Row) ROW = RIGHT OF WAY AUDE = ACCESS, UTILITY AND DRAINAGE EASEMENT / - - - - - - EX. 15' DE EX. 5' UE EX. 20' SS 14 13 EX. 10' UE' LEGACY DRIVE BOOK 2023, PG 130-131 LDOC. P.R.C.C.T. NO. 2023-66 P.R.D.C.T. � / STARWOOD DRIVE (EX. 90' ROW) _ 1 EX. 20' SSE fix. I WATERFORD WAY 0 (EX. 50' ROW) W O N O EX. 5' UE Z J �2iTF w I 0-*,j o_o� � I a'N 1naN"'o ZZ 0 } 0 1 mz I �o = I w w O I N EX. ENERGY TRANSFER FUEL, LP PERMANENT RIGHT-OF-WAY& EASEMENT DOC. NO. 2005-0118522 D.R.C.C.T. DOC, NO 2010-376150 D.R.C.C.T. II SURVEYOR 3420 STEVEN DRIVE PLANO, TEXAS 75023 214-307-2560 info(Pall ioncegeoservices.com www.allioncegeoservices.com TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 SSE = SANITARY SEWER EASEMENT WE = WATER EASEMENT DE = DRAINAGE EASEMENT SWE = SIDEWALK EASEMENT HOA = HOME OWNERS ASSOCIATION UE = UTILITY EASEMENT WME = WALL & WALL MAINTENANCE EASEMENT = 10'x10' UTILITY EASEMENT /® V = DENOTES STREET NAME CHANGE 80 RESIDENTIAL LOTS 4 COMMON AREA LOTS 1 TOWN PARK LOT 1 AMENITY LOT 41.452 ACRES 80 TYPE "B" LOTS OF 8,125 SF MIN. PD-66; SINGLE FAMILY -ZONING ORDINANCE #14-31 D21-0060 FINAL PLAT STAR TRAIL PHASE TEN AN ADDITION TO THE TOWN OF PROSPER PART OF 243.808 ACRE TRACT OF LAND IN THE J.M. DURRETT SURVEY, ABSTRACT NO. 350 LOUISA NEATHERLY SURVEY, ABSTRACT NO. 962, IN THE TOWN OF PROSPER, DENTON COUNTY, TEXAS AUGUST 2022 SCALE: 1 "=60' OWNER/DEVELOPER BLUE STAR ALLEN LAND, L.P. 8000 WARREN PARKWAY BUILDING 1, SUITE 100 FRISCO, TEXAS 75034 FAX: 214-387-7781 CONTACT: SCOTT SHIPP PH: 972-543-2412 PLANNER/ENGINEER DOWDEY, ANDERSON & ASSOCIATES, INC. 5225 Village Creek Drive, Suite 200 Plano, Texas STATE REGISTRATION NUMBER' F 399 CONTACT: Dustin Wentz, PE PH: 214-420-8494 EMAIL: DWentz@pape-dawson.com Filed for Record in the Official Records Of: Denton County On: 41191202312:04:30 PM In the PLAT Records STAR TRAIL PHASE 10 Doc Number: 2023-127 Number of Pages: 4 Amount: 200.00 Order#: By: OP ROADWAY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C1 6'35'53" 250.00' 14.41' 28.79' S88'08'07"E 28.77' C2 86'07'09" 250.00' 233.62' 375.77' S41'46'36"E 341.38' C3 63'48'21" 350,00' 217.88' 389.77' S30'37'12"E 369.94' C4 23'31'16" 250.00' 52.05' 102.63' S50'45'45"E 101.91' C5 11'18'08" 600.00' 59.37' 118.36' S07'23'03"W 118.17' C6 48'09'49" 400.00' 178.78' 336.25' S22'20'56"E 326.43' C7 16*20*02" 375.00' 53.82' 106.91' S54'35'52"E 106.54' C8 50'09'43" 350.00' 1163.81' 306.42' S37'41'01 "E 296.73' C9 71'46'03" 300.00' 217.03' 375.77' S54'02'44"W 351.69' C10 56'53'19" 250.00' 135.42' 248.22' S46'36'22"W 238.15' C11 1 *14'43" 400.00' 4.35' 8.69' S74'25'40"W 8.69' C12 59'29'09" 250.00' 142.85' 259.56' N77'08'20"E 248.05' C13 16'57'08" 500.00' 74.51' 147.94' S81'35'40"E 147.40' C14 90'00'00" 45.00' 45.00' 70.69' N44'55'46"E 63.64' C15 5'41'42" 1520.00' 75.60' 151.08' NO2'46'37"E 151.02' C16 9453'47" 45.00' 49.02' 74.53' N41'49'26"W 66.30' C17 12*39'14" 500.00' 55.44' 110.43' N74'59'09"E 110.20' C18 9'24'55" 400.00' 32.94' 65.73' N86'01'13"E 65.66' C19 11'36'46" 250.00' 25.42' 50.67' N85'28'35"E 50.58' C20 11'03'29" 500.00' 48.40' 96.50' N85'11'57"E 96.35' C21 90*29'11" 45.00' 45.38' 71.07' N45'29'06"E 63.91' C22 89'30'49" 45.00' 44.62' 70.30' N44'30'54"W 63.37' C23 30'57'19" 250,00' 69.23' 1 135.07' N56'29'25"E 133.43' C24 18'45'37" 250.00' 41.30' 1 81.86' N81'20'53"E 81.49' LOT CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C25 89'30'49" 20.00' 19.83' 31.25' S44'30'54"E 28.16' C26 90'29'11" 20.00' 20.17' 31.59' S45'29'06"W 28.40' C27 91'47'37" 20.00' 20.64' 32.04' S40'16'21 "E 28.72' C28 90'00'00" 20.00' 20.00' 31.42' S4455'46"W 28.28' C29 90'00'00" 29.50' 29.50' 46.34' N44'55'46"E 41.72' C30 87'40'31" 3.50' 3.36' 5.36' S13'41'02"W 4.85' C31 180'00'02" 8.50' 1740426.87' 26.70' SO'04'15"E 17.00' C32 89*18'48" 3.50' 3.46' 5.46' S74'48'37"E 4.92' C33 611'13" 290.50' 15.70' 31.37' S3'01'23"W 31.35' C34 2'57'48" 290.50' 7.51' 15.02' S4'38'05"W 15.02' C37 71'37'28" 250.00' 180.39' 312.52' S54'07'02"W 292.57' C38 32'24'29" 308.50' 89.65' 174.50' S73'43'32"W 172.18' C39 29'23'47" 288.50' 75.68' 148.02' j S7593'52"W 146.40' C40 21'15'11" 300.00' 56.29' 1 111.28' 1 S28-47.18"W 110.64' EASEMENT LINE TABLE LINE BEARING LENGTH T19 N61'15'54"E 34.54' T20 N28'44'06"W 15.00' T24 S3'23'00"E 45.29' T26 S64'29'43"E 15,00' T27 N25'30'17"E 22.38' T29 S58'06'12"W 43.19' T30 S31'53'48"E 50.00' T32 S89'16'19"E 34.87' T35 N39'00'06"W 78.29' T36 S50'59'54"W 15.00' T38 N86'37'00"E 15,00' T39 S3'23'00"E 31.13' T40 S32'23'50"W 22.88' T41 N2836'17"W 30.16' T42 N63'3449"W 33.21' ROADWAY LINE TABLE LINE BEARING DISTANCE T1 S8843'02"E 22.69' T2 N68'39'32"E 28.43' T3 S12'36'10"E 59.03' LOT LINE TABLE LINE BEARING LENGTH T4 N50'24'15"E 14.20' T5 S82'49'46"W 16.13' T6 NO'26'14"E 13.22' T7 N45'40'36"W 14.17' T8 N45'31'17"E 14.33' T9 N63'32'24"W 13.51' T10 N21'10'59"E 13.43' T11 N82'30'46"W 14.50' T12 N7'49'06"E 13.69' T13 N81'30'32"W 14.74' T15 N67'50'08"W 12.24' T16 N 26'34'15"E 15, 50' T17 S36'21'08"E 13.24' T18 S30'09'14"E 0.11' T28 SO'46'32'W 15.63' T37 S18-09.43"W 37.50' LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 38 J 9630 0.22 39 J 9737 0.22 40 J 12497 0.29 41 J 11942 0.27 42 J 10423 0.24 43 J 9683 0.22 44 J 9393 0.22 45 J 8190 0.19 46 J 8190 0.19 47 J 8190 0.19 48 J 8190 0.19 49 J 8190 0.19 50 J 8190 0.19 51 J 11088 0.25 52 J 8190 0.19 53 J 8190 0.19 54 J 8230 0.19 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 L 11711 0.27 2 L 9132 0.21 3 L 10793 0.25 4 L 8609 0.20 5 L 8190 0.19 6 L 8190 0.19 7 L 8190 0.19 8 L 8190 0.19 9 L 8190 0.19 10 L 8190 0.19 11 L 8190 0.19 12 L 9155 0.21 13 L 9286 0.21 14 L 8190 0.19 15 L 8190 0.19 16 L 8190 0.19 17 L 8190 0.19 18 L 8190 0.19 19 L 8190 0.19 20 L 8912 0.20 21 L 9480 0.22 22 L 9046 0.21 23 L 11365 0.26 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 M 11848 0.27 2 M 8408 0.19 3 M 8462 0.19 4 M 9544 0.22 5 M 8419 0.19 6 M 8190 0.19 7 M 8190 0.19 8 M 8190 0.19 9 M 8190 0.19 10 M 8190 0.19 11 M 8190 0.19 12 M 8196 0.19 13 M 8588 0.20 14 M 8190 0.19 15 M 8190 0.19 16 M 8190 0.19 17 M 8190 0.19 18 M 8190 0.19 19 M 8660 0.20 20 M 8625 0.20 21 M 8523 0.20 22 M 8589 0.20 23 M 8829 0.20 24 M 10708 0.25 LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 1 N 1.304 0.37 2 N 11272 0.26 3 N 10412 0.24 4 N 10544 0.24 5 N 8190 0.19 6 N 8189 0.19 7 N 8392 0.19 8 N 8798 0.20 9 N 10419 0.24 10 N 10400 0.24 11 N 9394 0.22 12 N 9184 0.21 13 N 8453 0.19 14 N 9110 0.21 15 N 9384 0.22 16 N 14225 0.33 HOA LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) 6X J 1345 0.03 22X O 88310 2.03 27X N 57749 1.33 28X N 5712 0.13 PARK LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) LOT 1 AA 327927 7.53 AMENITY LOT AREA TABLE LOT BLOCK AREA (SF) AREA (AC) LOT 2 AA 79661 1.83 SB0099A G019 S179 C48 255425 - A0962A NETHERLY, TR 7A, 1.0823AC/ALL 302624 - A0962A NETHERLY, TR 7A(1A)(PT), 11.7413AC/PART 303133 - A0962A NETHERLY, TR 7A(2), 0.385AC/PART 303134 - A0350A J M DURRETT, TR 9A, 26.1834AC/PART 312416 - A0962A NETHERLY, TR 7A(3), 1.537AC/PART 312417 - A0962A NETHERLY, TR 7A(1 B), 0.523AC/PART SURVEYOR 3 ALLIANCE GEOSERVICES 3420 STEVEN DRIVE PLANO, TEXAS 75023 21 4-307-2560 info0all iancegeoservices.com www.alliancegeoservices.com TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS SURVEY FIRM ## 10194544 80 RESIDENTIAL LOTS 4 COMMON AREA LOTS 1 TOWN PARK LOT 1 AMENITY LOT 41.452 ACRES 80 TYPE "B" LOTS OF 8,125 SF MIN. PD-66; SINGLE FAMILY -ZONING ORDINANCE #14-31 D21-0060 FINAL PLAT STAR TRAIL PHASE TEN AN ADDITION TO THE TOWN OF PROSPER PART OF 243.808 ACRE TRACT OF LAND IN THE J.M. DURRETT SURVEY, ABSTRACT NO. 350 LOUISA NEATHERLY SURVEY, ABSTRACT NO. 962, IN THE TOWN OF PROSPER, DENTON COUNTY, TEXAS AUGUST 2022 SCALE: 1 "=60' OWNER/DEVELOPER BLUE STAR ALLEN LAND, L.P. 8000 WARREN PARKWAY BUILDING 1, SUITE 100 FRISCO, TEXAS 75034 FAX: 214-387-7781 CONTACT: SCOTT SHIPP PH: 972-543-2412 PLANNER/ENGINEER f DOWDEY, ANDERSON & ASSOCIATES, INC. 5225 Village Creek Drive, Suite 200 Plano, Texas STATE REGISTRATION NUMBER: F-399 CONTACT: Dustin Wentz, PE PH: 214-420-8494 EMAIL: DWentz®page-dawson.com Filed for Record in the Official Records Of: Denton County On: 4/19/2023 12:04:30 PM In the PLAT Records STAR TRAIL PHASE 10 Doc Number: 2023-127 Number of Pages: 4 Amount: 200.00 Order#: By: DP OWNERS CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § BEING A TRACT OF LAND IN THE J.M. DURRETT SURVEY, ABSTRACT NO. 350 AND THE LOUISA NEATHERLY SURVEY, ABSTRACT NO. 962, DENTON COUNTY, TEXAS, AND BEING PART OF A TRACT OF LAND DESCRIBED AS PARCEL IV IN DEED TO BLUE STAR ALLEN LAND, L.P., ACCORDING TO THE DOCUMENT OF RECORD FILED IN DOCUMENT NUMBER 2011-60030, OFFICIAL RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1/2" IRON ROD FOUND AT A COMMON NORTHEASTERLY INTERIOR ELL CORNER OF SAID PARCEL IV AND THE SOUTHWEST CORNER OF A TRACT OF LAND DESCRIBED IN DEED TO PEARLS OF PROSPER HOLDING COMPANY, LLC, ACCORDING TO THE DOCUMENT OF RECORD FILED IN DOCUMENT NUMBER 2022-36684, OFFICIAL RECORDS, DENTON COUNTY, TEXAS; THENCE S 89' 16' 19 E, ALONG THE SOUTH LINE OF SAID PROSPER LEGACY 26, LLC TRACT, A DISTANCE OF 806.37 FEET TO A POINT ON THE WEST LINE OF A TRACT OF LAND DESCRIBED IN DEED TO PROSPER INDEPENDENT SCHOOL DISTRICT, ACCORDING TO THE DOCUMENT OF RECORD FILED IN DOCUMENT NUMBER 20210429000867120, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS, AT THE COMMON MOST EASTERLY NORTHEAST CORNER OF SAID PARCEL IV AND THE SOUTHEAST CORNER OF SAID PEARLS OF PROSPER HOLDING COMPANY, LLC TRACT, FROM WHICH A 1/2" IRON ROD WITH RED CAP FOUND BEARS S 83' 11' 36" E, 0.41 FEET; THENCE S 00' 15' 59" W, ALONG THE EAST LINE OF SAID PARCEL IV, A DISTANCE OF 538.58 FEET TO A 1/2- IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 05' 33' 39", A RADIUS OF 1,400.00 FEET AND A CHORD BEARING AND DISTANCE OF S 03' 01' 20" W, 135.83 FEET; THENCE LEAVING SAID EAST LINE, OVER AND ACROSS SAID PARCEL IV, THE FOLLOWING COURSES AND DISTANCES: SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 135.88 FEET TO A 1/2- IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 05' 48' 10" W, A DISTANCE OF 136.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 05' 52' 24", A RADIUS OF 1,400.00 FEET AND A CHORD BEARING AND DISTANCE OF S 02' 51' 58" W, 143.45 FEET; SOUTHERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 143.51 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 00' 04' 14" E, A DISTANCE OF 418.50 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 89- 55' 46" W, A DISTANCE OF 95.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 136' 53' 15", A RADIUS OF 50.00 FEET AND A CHORD BEARING AND DISTANCE OF N 67' 11' 59" W, 93.01 FEET; WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 119.46 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 89' 55' 46" W, A DISTANCE OF 96.52 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 85' 33' 34", A RADIUS OF 275.00 FEET AND A CHORD BEARING AND DISTANCE OF S 47' 08' 59" W, 373.55 FEET; SOUTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 410.66 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 04' 22' 12" W, A DISTANCE OF 32.30 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 46' 43' 24" W, A DISTANCE OF 14.78 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 05' 36' 10", A RADIUS OF 325.00 FEET AND A CHORD BEARING AND DISTANCE OF S 85' 23' 38" W, 31.77 FEET; WESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 31.78 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 82' 35' 33" W, A DISTANCE OF 96.38 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 55' 00' 18" W, A DISTANCE OF 14.77 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 12' 36' 10" W. A DISTANCE OF 70.73 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET., S 77' 17' 32 W, A DISTANCE OF 50.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 12' 45' 20" W, A DISTANCE OF 70.10 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 48' 13' 06", A RADIUS OF 325.00 FEET AND A CHORD BEARING AND DISTANCE OF N 38' 39' 20" W, 265.51 FEET; NORTHWESTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 273.51 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 16' 20' 02", A RADIUS OF 400.00 FEET AND A CHORD BEARING AND DISTANCE OF N 54' 35' 52" W, 113.65 FEET; NORTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 114.03 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 46' 25' 51" W, A DISTANCE OF 241.72 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 48' 09' 49", A RADIUS OF 425.00 FEET AND A CHORD BEARING AND DISTANCE OF N 22' 20' 56" W, 346.84 FEET; NORTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 357.26 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 01' 43' 59" E, A DISTANCE OF 477.26 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 11' 18' 08", A RADIUS OF 625.00 FEET AND A CHORD BEARING AND DISTANCE OF N 07' 23' 03" E, 123.09 FEET; NORTHERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 123.29 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 13' 02' 07" E, A DISTANCE OF 131.10 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 76' 57' 53" E, A DISTANCE OF 60.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; S 87' 40' 48" E, A DISTANCE OF 180.08 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 78' 55' 06" E, A DISTANCE OF 112.32 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "AG PROP COR" SET; N 78' 16' 59" E, A DISTANCE OF 167.69 FEET TO THE POINT OF BEGINNING, AND CONTAINING 41.452 ACRES OF LAND, MORE OR LESS. 100 YEAR FLOODPLAIN EASEMENT RESTRICTION: Construction within the floodplain may not occur until approved by the Town. (A request for construction within the floodplain easement must be accompanied with detailed engineering plans and studies indicating that no flooding will result, that no obstruction to the natural flow of water will result; and subject to all owners or the property affected by such construction becoming a party to the request.) Where construction is approved, all finished floor elevations shall be a minimum of one (1) foot above the 100-year flood elevation as determined by analyzing the ultimate build -out conditions of the entire drainage basin. Existing creeks, lakes, reservoirs, or drainage channels traversing along or across portions of this addition, will remain as an open channel at all times and will be maintained by the individual owners of the lot or lots that are traversed by the drainage courses along or across said lots. The Town will not be responsible for the maintenance and operation of said drainage ways or for the control of erosion. Each property owner shall keep the natural drainage channels traversing his/her property clean and free of debris, silt, or any substance that would result in unsanitary conditions. The Town shall have the right of ingress and egress for the purpose of inspection and supervision of maintenance work by the property owner to alleviate any undesirable conditions, which may occur. The Town is not obligated to maintain or provide assistance with maintenance of the area. The natural drainage channel, as in the case of all natural drainage channels, are subject to storm water overflow and natural bank erosion. The Town shall not be liable for damages of any nature resulting from the occurrence of these natural phenomena, nor resulting from a failure of any structure(s) within the natural drainage channels. The natural drainage channel crossing each lot is shown by the Floodway easement line as shown on the plat. If a Subdivision alters the horizontal or vertical floodplain, a FEMA Floodway map revision may be required. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT BLUE STAR ALLEN LAND, L.P. acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as STAR TRAIL PHASE TEN, an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. BLUE STAR ALLEN LAND, L.P. do herein certify the following: 1. The streets and alleys are dedicated in fee simple for street and alley purposes. 2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. 3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat. 4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper. 5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prosper's use thereof. 7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in the easements. 8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. 9. All modifications to this document shall be by means of plat and approved by the Town of Prosper. LANDSCAPE EASEMENT The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be binding on the owner(s) of the property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is requested on all or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for maintenance and replacement of landscape materials thereof shall be borne by any 'homeowners' association hereafter established for the owners of lots in this subdivision and/or the owners of the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the requirements, standards, and specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed by law. This Landscape Easement shall be void of utilities and other elements unless otherwise approved on the plat. ACCESS EASEMENT The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of general public vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in along, upon, and across said premises, with the right and privilege at all times of the Town of Prosper, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. This plat approved subject to all platting ordinanWs,rulles, regulations and resolutions of the Town of Prosper, Texas. WITNESS, my hand, this the _ ______day of 20Z� BLUE STAR ALLEN LAND, LP. a Texas limited partnership By. Blue Star Investments, Inc.. a Texas corporation its General Partner BY.---------- Name: _�`'' r s L 11� Title:------C--v_1 STATE OF `�• § COUNTY 0 § BEFORE me the undersigned, a Notary Public, on this day personally appearedl��5 L_I�l __, Texas corporation, General Partner of Blue Star Allen Land, L.P., a Texas limited partnership 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 consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this I_____-_ day of -----, 20 Notary Public in and for the State of Texas /,.�r. •. CONNIE D. TOEVS �2 NOTARY PUSUC • STATE OF TEAS 414 I,Iy CNomam� �SSe#ptembber 19 2024 SURVEYORS CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: That I, JESUS J. LAJARA, do hereby state 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 corner monuments shown thereon were property placed under my personal supervision, in accordance with the Subdivision Regulations of the Town of Prosper, Texas. rd Dated this the � _ __ day of __ agil _______- 20a3 - - - - - - - • ois r•••. "� QL :R A Reg teredLA rofessioTand Surveyor No. 6378 US J LA`la,Rq STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for the State of Texas on this day personally appeared JESUS J. LAJARA, 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 purpose and considerations therein expressed and in the capacity therein stated. GIVEN under my hand and seal of office this __3 _ ram' day of ___✓vxiL--_______--, 20L3. JENNIFER MARTINSON Notary Public, State of Texas ____ �_�--------- a'•. r� Comm. Expires 04-12-2025 Nota___r Public i and for the State of Texas Notary ID 131085136 CERTIFICATE OF APPROVAL Approved this -k-h_ day of _TV'_________ 20j2i by the Planning and Zoning Commission of the Town of Prosper, Texas. r uza-L- Town Secretary DIC�A__------ --------------- Development Services Department En Inee ng Depar ment SURVEYOR �U ALLIANCE GEOSERVICES �z=:A t 3420 STEVEN DRIVE PLANO, TEXAS 75023 214-307-2560 info@allioncegeoservices.com www.alliancegeoservices.com TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS SURVEY FIRM # 10194544 80 RESIDENTIAL LOTS 4 COMMON AREA LOTS 1 TOWN PARK LOT 1 AMENITY LOT 41.452 ACRES 80 TYPE "B" LOTS OF 8,125 SF MIN. PD-66; SINGLE FAMILY -ZONING ORDINANCE #14-31 D21-0060 FINAL PLAT STAR TRAIL PHASE TEN AN ADDITION TO THE TOWN OF PROSPER PART OF 243.808 ACRE TRACT OF LAND IN THE J.M. DURRETT SURVEY, ABSTRACT NO. 350 LOUISA NEATHERLY SURVEY, ABSTRACT NO. 962, IN THE TOWN OF PROSPER, DENTON COUNTY, TEXAS AUGUST 2022 SCALE: 1 "=60' OWNER/DEVELOPER BLUE STAR ALLEN LAND, L.P. 8000 WARREN PARKWAY BUILDING 1, SUITE 100 FRISCO, TEXAS 75034 FAX: 214-387-7781 CONTACT: SCOTT SHIPP PH: 972-543-2412 PLANNER/ENGINEER t } DOWDEY, ANDERSON & ASSOCIATES, INC. 5225 Village Creek Drive, Suite 200 Plano, Texas M STATE REGISTRATION NUMBER: F-399 CONTACT: Dustin Wentz, PE PH: 214-420-8494 EMAIL: DWentz@pape-dawson.com Filed for Record in the Official Records Of: Denton County On: 41191202312:04:30 PM In the PLAT Records STAR TRAIL PHASE 10 Doc Number: 2023-127 Number of Pages: 4 Amount: 200.00 Order#: By: DP 4 OF 4