SA0372ASTATE OF TEX"
COUNTY OF DENTON
ge
8N
E'
�i
WHEREAS, RPM %CONSTRUCTION, LLC. ARE THE OWNERS OF A TRACT OF LAND LOCATED IN THE WILIIAI LUMPKIN SURVEY, ABSTRACT NO. 730, DENTON
COUNTY, TEXAS, BEING PART of A CALLED 9.928 ACRE PARCEL i AND PART OF A CALLED 41.1077 ACRE PARCEL 2 DESCRIBED IN THE WARRANTY DEED WITH
VENDOR'S LIEN TO RPM XCONSTRUCTION. LLC RECORDED IN DOCUMENT NO, 2018-26516 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS (O.R.D.C.T.),
AND PART OF A CALLED 108.047 ACRE TRACT DESCRIBED IN THE WARRANTY WITH VENWR'S UE14 TO RPM XCONSIRUCTION RECORDED IN DOCUMENT NO,
2018 22872 O.R.D.C.T., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE EAST MARGIN OF F.Y. HIGHWAY 2931, FOR THE SOUTHWEST CORNER OF A CALLED 116.932 ACRE TRACT OF LARD DESCRIBED
IN THE DEED TO ASPEN 2931, LLC RECORDED IN DOCUMENT NO. 2018-146689 O.R.O.C.T., THE NORTHWEST CORNER BE SAID PARCEL i AMID THE MOST
NORTHERLY NORTHWEST CORNER HEREOF; SAID POINT WARS SOUTH 66 DEGREES 58 MINIM 49 SECONDS EAST, A DISTANCE OF 1.52 FEET FROM A
WOODEN RIGHT-GF-WAY MARKER FOUND FOR REFERENCE;
THENCE WITH THE SOUTH UNE OF SAID 116.932 ACRE TRACT AND THE NORM UNE OF SAID PARCEL 1, SOUTH 98 DEGREES 34 MINUTES 46 SECONDS EAST,
A DISTANCE OF 45.OD FEET TO A POINT FOR THE MOST NORTHERLY NORTHEAST CORNER HEREOF;
T� L SA0372A G01, C51, G01, S02
THENCE ACROSS SAID PARCEL 1, PARCEL 2, AND 100,047 ACRE TRACT AS FOLLOWS:
SOUTH Ot DEGREES 55 MINUTES 09 SECONDS WEST. A DISTANCE OF 327.81 FEET TO A POINT,
SOUTH 8H DEGREES 04 MINUTES
51 SECONDS EAST, A DISTANCE OF 95.00 FEET 70 A POINT,
NORTH 01 DEGREES 55 MINUTES 09 SECONDS EAST, A DISTANCE OF 42.25 FEET TO A POINT,
SOUTH 88 DEGREES BE MINUTES 51 SECONDS EAST. A DISTANCE OF 50.00 FEET 70 A POINT, I
SOUTH 01 DEGREES 55 MINUTES 09 SECONDS WEST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 88 DEGREE
34 MINUTES 46 SECONDS EAST, A DISTANCE OF 35.96 FEET TO A PONT FOR THE POINT OF CURVATURE OF A CURVE TO THE LEFT,
WITH THE ARC OF SAID CURVE TO THE IEFF INNING A RADIUS OF 450.00 FEET, DELTA ANGLE OF 17 DEGREES 20 MINUTES 23 SECONDS, CHORD BEARING
OF NORTH 82 DEGREES45 MINUTES 02 SECONDS FAST AND CHORD DISTANCE OF 135.67 FEET, AN ARC LENGTH OF 1J8.19 FEET TO A POINT FOR THE POINT
OF REVERSE CURVATURE OF A CURVE TO THE RIGHT,
WITH THE
ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 580.00 FEET, DELTA ANGLE OF 17 DEGREES 20 MINUTES 23 SECONDS, CHORD BEARING
OF NORTH 82 DEGREES 45 MINUTES 02 SECONDS FAST AND CHORD DISTANCE OF 174.86 FEET, AN ARC LENGTH OF 175.53 FEET TO A POINT FOR THE
POINT OF TANGENCY DF SAID CURVE TO THE RIGHT,
SOUTH Be DECREES 34 MINUTES 46 SECONDS FAST, A DISTANCE OF 241A2 FEET TO A POINT.
SOUTH 01 DEGREES 25 MINUTES 14 SECONDS WEST, A DISTANCE OF IDODO FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 46 SECONDS EAST, A DISTANCE OF 24.58 FEET TO A POINT, I
SOUTH of DEGREES 25 MINUTES 14 SECONDS WEST. A DISTANCE OF 50.00 FEET W A POINT,
NORM 88 DEGREES 34 MINUTES 46 SECONDS WEST, A DISTARCE OF 10:00 FEET TO A POINT,
SOUTH 01 DEGREES 55 MINUTES D9 SECONDS WEST, A DISTANCE OF 296.57 FEET TO A POINT FOR- PoNi OF CURVATURE OF A CURVE TO THE LEST, I -
WITH THE ARC OF SAID CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET, DELTA ANGLE OF 24 DEGREES 48 MINUTES 33 SECONDS, CHORD BEARING
OF SOUTH 10 DEGREES 29 MINUTES 08 SECONDS EAST AND CHORD DISTANCE OF 139.63 FEET. AN ARC LENGTH OF 140,73 FEET TO A POINT FOR THE
POINT OF TANGENCY OF SAM) CURVE TO THE LEFT,
SOUTH 22 DEGREES 53 MINUTES 24 SECONDS EAST, A DISTANCE OF 435.02 FEET TO A POINT,
SOUTH BB DEGREES 34 MINUTES Ji SECONDS EASE. A DISTANCE OF 89.68 FEET TO A POINT.
SOUTH O1 DECREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF /00.00 FEET TO A POINT, I �' • t
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF TO.. FEET TO A POINT,
SOUTH Of DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT \
NORM 88 DEGREES 34 MNUTES 31 SECONDS WEST, PO
A DISTANCE OF 10.00 FEET TO A POINT, `\
SOUTH 01 DECREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET 10 A POINT,
1.
88 DEGREES 34 MINUTES 3/ SECONDS EAST. A DISTANCE OF 100.00 FEET TO A POINT. �\
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 3/ SECONDS EAST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET 70 A POINT,
NORTH 88 DEGREES 34 MINUTES 3/ SECONDS WEST, A DISTANCE OF 14.63 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST. A DISTANCE OF IDDQO FEET TO A POINT,
SOU" 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 10.63 FEET TO A ECHO.
SOUTH of DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 10,00 FEET TO A POINT,
SOU" O/ DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT.
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 11.10 FEET TO A POINT,
SOU" O1 DEGREES 25 MINUTES 29 SECONDS WEST, A D19MCE OF 199.94 FEET TO A POINT FOR THE POINT OF CURVATURE OF A NON -TANGENT CURVE
TO THE LEFT,
WITH THE ARC OF SAID NON -TANGENT CURVE TO THE LEFT HIAIA14G A RADIUS OF 85.00 FEET, DELTA ANGLE OF 02 DEGREES 11 MINUTES 14 SECONDS, I `
CHORD SWING OF SOUTH 87 DEGREES 28 MINUTES 54 SECONDS EAST AND CHORD DISTANCE OF 3.24 FEET. AN ARC LENGTH OF 3.24 FEET, TO A POINT
THE I \ \ r\
FOR POINT OF TANGENCY OF SAID CURVE TO THE LEFT.
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 17.09 FEET TO A PONT,
SOUTH 01 DEGREES 25 At
29 SECONDS WEST, A DISTANCE OF 50.D0 FEET TO A POINT,
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 17.09 FEET TO A POINT FOR THE POINT OF CURVATURE Of A CURVE TO THE RIGHT,
WITH THE ARC OF SVURVE D CTO THE RIGHT HAVING A RADIUS OF 135.00 FEET, DELTA ANGLE OF 02 DEGREES 34 MINUTES 52 SECONDS, CHORD BEARING
a NORTH 87 DEGREES 17 MINUTES 05 SECONDS WEST AND CHORD DISTANCE OF 8.08 FEET, AN ARC LENGTH OF 6.08 FEET TO A PONT,
SOUTH 04 DEGREES 00 MINUTES 21 SECONDS WEST, A DISTANCE OF 100.24 FEET TO A POINT.
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 4.51 FEET TO A POINT,
SOUTH 01 DEGREES 25 M UTES 29 SECONDS WEST, A DISTANCE OF 15.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 23.17 FEET i0 A POINT, I j
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST. A DISTANCE OF 50,00 FEET TO A POINT.
NOR" a8 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 10.00 FEET TO A POINT. \\
SOUTH 01 DEGREES 25 1AINUIES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT IN THE NORTH UNE OF A TRACT OF LAND DESCRIBED IN THE
DEED TO MICHAEL E. MIZELL RECORDED IN VOLUME 660. PAGE 409 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (D.R.D.C.T.), THE SOUTH UNE OF 11
SAID 106.047 ACRE TRACT AM A SOUTHEAST CORNER HEREOF:
THENCE WITH THE NORTH UNE OF SAID MICW41 E MIZELL TRACT AND NORTH UNE OF A TRACT OF LOUD DESCRIBED IN THE DEED TO ROBERT G. MIZELL
RECORDED IN VOLUME 660, PAGE 413 D.RD.C.T, A14D A SOUTH LINE OF SAID IOB.047 ACRE TRACT, NOR" 88 DEGREES 34 MINUTES 31 SECONDS WEST, A
DISTANCE OF 943.74 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'COLE DESIGN GROUP 01019 3871- SET FOR A NORTHWEST CORNER OF SAID
ROBERT MIZELL TRACT. AN INTERIOR CORNER OF SAID 108.047 ACRE TRACT AND AN INTERIOR CORNER HEREOF.
THENCE WITH THE EASTERLY WEST UNE OF SAID ROOM MIZELL TRACT AND AN EAST UNE OF SAID 108.047 ACRE TRACT, SOUTH 01 DEGREES 23 MINUTES
16 SECONDS WEST, A DISTANCE OF 324.91 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'COLE DESIGN GROUP /10193B71- SET FOR AN INFERIOR
CORNER OF SAID ROBERT MIZELL TRACT, THE WESTERLY SOUTHEAST CORNER OF SAID 108.047 ACRE TRACT AND A SOUTHEAST CORNER HEREOF.
THENCE WITH A NORTH UNE OF SAID ROOM MIZELL TRACT AND THE SOUTHERLY SOUTH UNE OF SAD 108.047 ,ACRE TRACT, NORTH 83 DEGREES 32
MINUTES 33 SECONDS WEST, A DISTANCE OF 262.11 FEET TO A FENCE CORNER POST FOUND IN THE EAST MARGIN OF SAID F.M. HIGHWAY 2931, FOR THE
SOUTHWEST CORNER OF SAID 10&047 ACRE TRACT AND THE SOUTHWEST CORNER HEREOF;
THENCE WITH THE EAST MARGIN OF SAID F.M. HIGHWAY 2931. AND THE WEST LINES OF SAID 108.047 ACRE TRACT, NORTH O/ DEGREES 33 MINUTES 51
SECONDS WEST, A DISTANCE OF 295.01 FEET TO A RIGHT-OF-WAY MARKER FOUND FOR AN ANGLE POINT HEREOF; CONTINUING WITH THE ARC OF A
v%
NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1195.92 FEET, DELTA ANGLE OF 11 DEGREES 27 MINUTES 16 SECONDS, CHORD BEARING OF NORTH 7
DEGREES 07 MINUTES 47 SECONDS EAST AND CHORD DISTANCE 238.69 FEET. AN ARC LENGTH OF 239.09 FEET, TO A POINT FOR THE POINT OF TANGENCY
40
OF SAID CURVE TO THE LEFT, AND NORTH 01 DEGREES 55 MINUTES 09 SECONDS EAST, A DISTANCE OF 2249.45 FEET TO THE POINT OF BEGINNING AND
CONTAINING 54.076 ACRES OF LAND.
%
1
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RPM XCONSIRUCTION, LLC, ACTING HEREIN BY AND THROUGH THEIR DULY AUTHORIZED OFFICERS. DO HEREBY ADOPT THIS PUT DESIGNATING THE
HEREIN ABOVE DESCRIBED PROPERTY AS THE ENCLAVE AT PECAN CREEK PHASE 1, AN ADDITION TO THE TOWN OF PROVIDENCE VILLAGE, TDAS, AND DO
HEREBY DEDICATE TO THE TOWN OF PROVIDENCE VILLAGE (THE TOWN), IN FEE SIMPLE, THE SWEETS AND PUBLIC USE AREAS SHOWN HEREON, AND DO
HEREBY DEDICATE THE EASEMENTS SHOWMAN HEREON FOR THE PURPOSES INDICATED EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR
7
OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PUT. AT THE DISCRETION OF THE TOWN AND
SUBJECT TO ITS WRITTEN APPROVAL UTILITY EASEMENTS MAY ALSO BE USED FOR THE MOR A USE AND ACCOMMODATION OF All PUBLIC UTILITIES DESIRING
TO USE THE SAME UNLESS THE EASEMENT UNITS THE USE TO A PARTICULAR UTILITY OR UBUTIES, SAID USE BY PUBLIC UTILITIES BBNG SUBORDINATE TO
THE TOWN USE THEREOF, ANY PUBUC UTILITY GIVEN THE RIGHT BY THE TOWN TO USE SAID EASEMENTS SH A L WAVE THE RIGHT TO REMOVE AND KEEP
REMOVED ALL OR PART OF ANY BUILDNGS. FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWDIS WHICH IN ANY WAY ENDANGER OR INTERFERE
WITH THE CONSTRUCTION, MAINTENANCE. OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITYSMALL AT ALL TIMES
HAVE THE RIGHT OF INGRESS AND EGRESS 1D AND FROM AND UPON ANY SAID EASOAENIS FOR THE PURPOSE OF CONSTRUCTING. RECONSTRUCTING,
INSPECTING, PATRODUNG. MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM wnw THE NECESSITY AT ANY TWE
PROCURING THE PERMISSION OF ANYONE I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND WEND ALL AD SINGULAR
THE ABOVE DESCRIBED STREETS, EASEMENTS, AND RIGHTS UNTO THE TOWN AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAM
'--
E OR ANY
THE SNPART THEREOF. THIS PROPERTY IS LOCATED WITHIN THE CDRPORATE UNITS OF THE TOWN OF PROVIDENCE VIUAGE. THIS PUT APPROVED
SUBJECT TO ALL THE PLATTING ORONUNCES, RULES AND REGULATIONS OF DENTON COUNTY.
I
MUSTANG SPECIAL UTILITY DISTRICT
O
THE OWNER (GRANTOR) OF THE SUBJECT PROPERTY SHOWN HEREON, DOES HEREBY GRANT AND CONVEY UNTO MUSTANG SPECIAL UTILITY DISTRICT (ORBNIIEfJ,
R SUCCESSORS AND ASSIGNS, A TWENTY F007 (20') PERMANENT EASEMENT ANDRGIT-OF-WAY (THE 'EASEtQ{i'), SUCH EASEMENT BONG AS SHOWN AID
I cJ
1
DEFINED ON THE PUT AS SHOWN THEREON TO ACCESS AND USE. OPERATE. INSPECT, REPAIR ALTER. PROTECT. MAINTAIN, REPLACE, UPGRADE, PARAUEL, ADO
Q
AND REMOVE WATER DISTRIBUTION LINES AND WASTEWATER COLLECTION ONES, IF APPLICABLE, (THE PIPEUNES) AND APPURTENANCES, AND ANY OTHER
FACEITIES NECESSARY TO SERVE GRANTORS PROPERTY AS WELL AS GRANTEE'S CURRENT AND FUTURE SYSTEM -WIDE CUSTOMERS, (COLLECTIVELY, THE
'M1PROVEN DS) UNDER AND ACROSS 54.076 ACRES OF LOUD, MORE PARTICULARLY DEPICTED AND DESCRIBED ON THE PUT SHOWN HEREIN (THE'EASEMEtII
PBOPEEEff).
GRANTEE SHALL KAYE SUCH OTHER RIGHTS AND BENEFITS NECESSARY AND/OR CONVENIENT FOR THE FULL EI410YMENT AND USE OF THE RIGHTS HEREIN
GRANTED, INCLUDING WITHOUT LIMITATION; THE REASONABLE RIGHT FROM TIME -TO -TIME TO REMOVE ANY AND ALL SUBSEQUENT PAVING, TREES AND
UNDERGROWTH, AND OTHER OBSTMJCTIDNS THAT INJURE THE IMPROVEMENTS.
GRANTOR ITS SUCCESSORS AUTO ASSIGNS, MAY ALLY USE AND EN,DY THE EASEMENT PROPERTY, EXCEPT THAT SUCH USE AND ENONIONT SLVd1 NOT
HINDER, CONFECT OR INTERFERE WITH THE EXERCISE OF GRANTEE'S MGMHEREUNDER AND NO BUILDING, STRUCTURE OR RESERVOIR SMALL BE
CONSTRUCTED UPON, OVER OR ACROSS THE EASEMENT PROPERTY WITHOUT GRANNTEE'S WRITTEN CONSENT; PROVIDED FURTHER THAT GRANTOR, ITS
SUCCESSORS AND ASSIGNS, HAY CONSTRUCT, DEDICATE AND MAINTAIN OVER AND ACROSS THE EASEMENT PROPERTY SUCH DRIVEWAYS, AERIAL. UTILITY LINES
AND FENCES AS WILL NOT INTERFERE WITH GRANTEE'S USE OF THE EASEMENT FOR THE PERMITTED PURPOSES. THE INSTALLATION OF SUBSURFACE UTILITY
UNITS ACROSS THE EASEMENT ARE SUBJECT TO MUSTANG'S PRIOR WRITTEN CONSENT.
GRANTEE SHALL CLEW UP AND REMOVE ALL TRASH AND DEBRIS CAUSED BY GRANTEE'S USE OF THE EASEMENT PROPERTY, AND SMALL REPAIR ALL DAMAGES
CAUSED BY THE GRANTEE'S USE OF THE EASEMENT PROPERTY WITHIN A REASONABLE TIME NOT TO EXCEED FORTY-FAVE (45) DAYS FOLLOW04G COMPLETION
AND ACCEPTANCE OF THE IMPROVOJENIS BY GRANTEE. GRANTEE SHALL ALSO RESTORE THE SURFACE OF THE LOUD TO A SMOOTH CONTOUR FOLLOWING SAID
USE OF THE EASEMENT PROPERTY, INCLUDING THE RESTORATDN OF EXISTING TOP SOIL OR REMOVAL OF SOILS CREATED DURING CONSTRUCTION BY GRANTEE
WITHIN A REASONABLE TIME NOT TO EXCEED FORTY-FIVE (45) DAYS FOLLOWING COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS BY GRANTEE. DURING
CONSTRUCTION, GRANTEE SHALL. INSTALL SUCH FENCES. BARRICADES OR SAFETY BARRIERS AS MAY BE REASONABLY REQUIRED TO PROTECT THE PUBLIC.
LIVESTOCK OR ADJACENT PROPERTY.
THE CONSIDERATION RECITED HEREIN SHAL CONSTITUTE PAYMENT IN FULL FOR ALL DAMAGES SUSTAINED BY GRANTOR BY REASON OF THE INSTALLATION OF
THE IMPR04MENTS REFERRED TO HEREIN. AND GRANTEE WALL MAINTAIN THE EASEMENT PROPERTY IN A STATE OF GOOD REPAIR AND EFFICIENCY SO THAT NO
DAMAGES WILL RESULT FROM ITS USE TO GRANTOR'S PREMISES. THIS AGREEMENT TOGETHER WITH OTHER PROVISIONS OF THIS GRANT SAL BE PERPETUAL
AND SHALL CONSTITUTE A COVENANT RUNNING WITH THE LAND FOR THE BENEFIT OF GRANTEE. ITS SUCCESSORS AND ASSIGNS. GRANTEE'S RIGHTS HEREUNDER
MAY BE ASSIGNED IN WHOLE OR IN PART 70 ONE OR MORE ASSIGNEES.
TO HAVE AND TO HOLD THE EASEMENT AND RIGHTS APPURTENANT THERETO UNTO GRANTEE, ITS SUCCESSORS AND ASSIGNS, UNTIE THE IMPROVEMENTS ARE
DECLARED PRPROPERTY AND RIGHTS APPURTENANT THERETO SMALL CEASY ABANDONED BY GRANTEE, IN WHICH EVENT THE EASEMENT E AND
TERMINATE AND ND REVERT TO GRANTOR.
GRANTOR DOES HEREBY BIND ITSELF, ITS SUCCESSORS AND ASSIGNS. TO WARRANT AND FOREVER DEFEND, ALL AND SINGULAR. THE EASEMENT AND RIGHTS
APPURTENANT THERETO HEREIN GRANTED TO GRANTEE. OR GRANTEE'S SUCCESSORS AND ASSIGNS, AGAINST EVERY PERSON WHOMSOEVER CLAIMING. OR TO
CRAM, THE SAME OR ANY PART THEREOF.
_� 10
WETNESS MY HAND THE /%iN
DAY OF 14A
2021.
RPM XC7 M, jiiJ
HAVE. Ply M� W$W N
TIE: NCEEM
�BARTJEnON
AY NIIWy DI4n40B7
EXDVII Mry 26, 2022
STATE OF TEXAS
COUNTY OF COLLIN
966136 THE ENCLAVE AT PECAN CREEK PHi BLK A LOT WALL
966137 THE ENCLAVE AT PECAN CREEK PHi BLK A LOT WALL
966138 THE ENCLAVE AT PECAN CREEK PHi BLK A LOT VALL
966139 THE ENCLAVE AT PECAN CREEK PHi BLK A LOT WALL
966158 THE ENCLAVE AT PECAN CREEK PHI BLK A LOT 27/ALL
966173 THE ENCLAVE AT PECAN CREEK PHI BLK A LOT 42X/ALL
966321 THE ENCLAVE AT PECAN CREEK PHI BLK B LOT 19X/ALL
966186 THE ENCLAVE AT PECAN CREEK PHi BLK G LOT 1/ALL
966187 THE ENCLAVE AT PECAN CREEK PHi BLK G LOT 2/ALL
966207 THE ENCLAVE AT PECAN CREEK PHi BLK G LOT 22/ALL
NOTE: THE PURPOSE OF THIS REPEAT IS TO:
REMOVE LOT 6, BLOCK A, REVISE LOTS 5,6 AND 7, BLOCK
A, RENUMBER LOTS 7-25, BLOCK A, ADD LOT 26, BLOCK
A; REVISE LOT 42X, BLOCK A; ADD LOT 19, BLOCK B,
REVISE LOT 22X, BLOCK B AND; RENUMBER LOTS 2-23,
BLOCK G, ADD LOT 1, BLOCK G, REVISE LOT 23, BLOCK G,
BEFORE ME THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED PETE DAWSON KNOWN ED AlE TO THE PERSON NAM I BE E ERSD WHOSE E S
SUBSCRIBED TO ME FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME flM THE PURPOSES AND CONSIDERATIONS THEREIN
STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THE / tY DAY OF 2021
CERTIFICATE FOR TOWN COUNCIL APPROVAL
THE TOWN COUNCIL OF PROVIDENCE VILLAGE ON THE
DAY OF � 2021. VOTED AFFIBNATIVEL E
FINAL
PUT.
BY:
ATTEST:
A
SURVEYORS CERTIFICATE
NOT TO SCALE
200' 0' 200' 400'
INEMENNIn
SCALE: 1" = 200'
LEGEND
0 FOUND FENCE CORNER POST
* FOUND RIGHT-OF-WAY MARKER
• SET IRON ROD "COLE"
D.R.O.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.O.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTIUTY EASEMENT
B.L. BUILDING UNE/SETBACK LINE
q CENTER LINE
4 DENOTES STREET NAME CHANGE
I, OWIEL L JACKSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE TEXAS, DO
HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT FROM AN ACTUAL ON THE GROUND SURVEY' OF
THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER
MY SUPERVISION IN ACCORDANCE WITH SUBDNTSION REGULATIONS OF THE TOWN OF PROVIDENCE
VILLAGE TEXAS.
COLE DESIGN GROUP, INC.
PROJECT NO. 17-0189 t IF
gA1• v tWlq 78
DANIEL L JACKSON
DANIEL L ,IADKSON P.LS. 86T7
REGISfEREU PRO VIAL LWO SURVEYOR
STATE OF TEXAS 55n l,W o"fe-e,A� ypP
ND BURN
STATE OF TEXAS
COUNTY OF COLLIN
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DANIEL L JACKSON,
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT
AND ACKNOWLEDGED TO LIE THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS
THEREIN STATED.
CNIII UNDER A6' WAND AND SEAL OF OFFICE ON THE DAY OF Y1gY 2021
GABRIEL PALACIOS
" "n Notary P ""' T.' of Texas
Comm. E.p� D3-24-2023
N_,y 10 128562955
0=01 AT
BE
g i0 t
Vn
-gL'':
ONBLL.
w�A"
� ffv H-
WIlN
" = 200'
DAIS
OS/03/2021
Job Number
17-0189
Sheaf Number
1 OF 4
THE ENCLAVE AT
PECAN CREEK, PHASE 1
54.076 ACRES
190 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
LOCATED IN
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
Filed for Record
in Me Official Records Of
Denton County
On: 6/7/2021 4:05:18 PM
In the PLAT Records
THE ENCLAVE AT PECAN CREEK
Doc Number: 2021-226
Number of Pages: 4
Amount: 200.00
Order8:
By: MK
�`� I LOT 11 z '
g NBBro4'S1'W 95.W' I g I ILOT DRAINAGE EASEMENT LOT 19-R , I ' I 7,s13 SQ. FT. I 1- $ 6,847OSQ?FT. $
8 I 811 I s,Q 2 8 COMMON AREA 6,4st 50. Fr. 1 '� I LOT 13 1
5,59i 50. F. BLOCK K a $ LOT 18•R I $ ; SRE04'5I'E 1op,00' F, LOT 42X•R q 1 �' N87'03'3TE 1W.W' I N
4,750 50. FT. 4D6,766 SO. FT. 20' B.L.
1 8 Ne6'S3'SYE f00.00'
S88D4.51'E IW.W' N88'45'58'E IWW .' N U.E.
1 X1, NBB'04'51-W 9iW I 55.00' IOW'
10'
11"I 8 LOT 1S•T a; I 1' 81 I A s,LOTQ10 3 $ '6••' N88.34.31'W 65.
m LOT 14•R I o I I$ LOT 14 $ 1
y 1? 6.125 $0. FT. I t 81 I LOT 99 g 6,451 SO. FT. I I I j 5,591 SO, FT. I I T SANCTUARY DRIVE W I Q dP'
5,000 S0. FT. SBA-BB'S6'E t00.Op' I J SBB'34'31"E 1p0.03' R
VTSIBIUTY I 10' U.E. S84.29•22-E 100.00'
EASEMENT 10' B.L J •� "� I S88'O1'SPE 100,00' N SJByO'1B' I �1 10' U.E. �' S88'34'31'E 66.1
E 100.W ' 1
55.04'
12,82' N88ro451'W 85.ilO.W' W LOTS I I G
j
�• $ LOT O4/ti so•I I ! s,ns SQ. FT. 7 LOT Is
ENCLAVE PARK SOUTH SO FT8 �LOT IS•R �/ t7.10'
S88TM'51'E 145.D0' SM'04'51"E IOD.00'5,924 SQ. R. S75yJ.-� S 5, 9t S0. FT, U20 B.L.5 ( ATION MAP
NOT TO SCALE
s w 6yY18.07' / 1ob.�• �u'4r•E rooro. 1�I1.82' S88TH'51'E 110.00' �2{g Ig w, / , , /: LOTSg
s 'J'%81 LOT 8S $ �Po• / / / LOT 8 m/ l ' °' 7,0asW' I s,Wo So.FT. $ LOT 18•R 32 .$� / " alos so. Fr. LOT 18
VISIBILITY 10' B.D.I.j l oEMENT I I 5.060 SQ.FT. /aj rv•"' `Y' / 5,875 SO. FT. 050, 10U.E.
LOT 14R I SBBTM'S7'E 1W.W $ 'BBY,l NJIpe'pe•/04Lm9.75' Lm4.ee,t25 S0. FT. 89 $i $ ,x J',.1/ L-7.57' TJ9' N86'24'45'W 106.9> - NBB'4'31'WLOT 99 Lor 17-RLor 7 0' U.E. BLOCK L 5'000 �' �' 5.425 SO. FT. //m 6,994 SQ. FT. RPM XCONSTRUCTION, LLC
1 �' 'a
Naan4's1'w 95.W' SBB'o4'51•E IOD.GO' 'VB;O1.65'IrLOT 17 ' 'a. LOT 2 CALLED 108.047 ACRES
`� w Po I Ne9ro4'3Yw tis.22' e.9W sQ. FT. I 8'.DOCUMENT N0. 201E-22872$ LOT S OFT I I rPo I R \ 6.619 Sq. FT. 1
1e'.I 8 4,7W Sq. FT. 8 8� PHASE / LOT 18•R I\ O.R.D.C.T.
W' •$W, I I LOT 37 8 54.076 ACRES 6,097 SO. FT. I I I 1L J
S NBBD4'51'W 95.DO 5,DOD SO. FT. $ m N g { A 0♦S L•20.02' r S88'34'Ji'E
58353'29'E I - I I LOT S Al
S88ro4`61'E 1W.W' C $ BBYA w 15.43' I I 'A I 6,640 SO, FT. 8g1`S4 ~� �A-
g g LOT 12•R 18 I - APo�• 18� •^ 1A� A�'�\fie• 8I
v 4.750 SO FT. I 59 `OOS9 59. A. I O i WBJ'Sy29'W IO$.50' M'fWT 568,p2A54 \ ... S86'31708 $I
i 1o' U.E. '•4 h ' SNP �'� �70 --.._... i SOUTH HAVEN
i S83'S3'2B'E � I � ' .- � � "-- 1
S NBBro4'51'W 95.W' I ^y NBBYi 30.83' I � I,o LOT 19 ,z9' R' WAY
$ LOT SIFT m'I I$ yMrJ9�. 1�4h' O {' COj4M021A11EA '�.. 9.323 S0. FT, 8'
'Q' 4.750 $Q. FT. I8 $j I LOT 2GT / " Try II ' "b4 1LOT 3,02 SO. FT. 7 , ` - C5 N883431 W 17.09
Ol 6FF SpBY 6,259 SO.. FT.
I g 3 NBB04'51'W 95.W' 4JrE l,7,ps. / _e ' r 4.s1p1 ( 4 7,8166 so 9 . a� g
d s $ BLOCK G tib' oil BLOCK J byA LOT 3
f: 9 LOT 10•R ( BLOCK A LOT 21•R --� , h 7,L so. Ft. - $
` 4.750 SO. FT. 19 5:I � 1 o'
S6gY 5,169 S0. FT. // h'� \ LOTS p54i (ED k2teJWI LY'
4 I�`
NaentWYp2,3,5l'w 95.' I I I � �L•so I� 20' LOT 22•R I .P,\ N' LW5.99' 451' 4569'
Ih, LOT 9•1 8 o' I 5,253 SO. FT.
4,751 SO. FT. uE. 7 4s T COMMON , 568'34'3I'E
m i 50! I YW3)E „J10.45' IJ AREA PUBLIC NUTILITY \\ 9. LOT SO. FT. ,3 L-49.94' 0.21' g �.00'
�. I LOT 11X D e g $ I
a N88W'S1'W 95.27 ,634 S0. FT. ,�LOT 8
'n m I I Jr 6,060 LOT 23•R I / 9.877 50. F7' �... I 4 Y �<>;, / 10"U.� " 7 LOT 3 & LOT 2 R' 5.000 SQ. T
gi LOT 8•R I _ 6,564 SO, FT..
i� •( 4.BW SQ. Ff. I 18 I �B,4 359 &/• 6 ,,LN.. DRAINAGE
I,rr "� SANITARY
9 / Y
q �/ EASEMENT2tiBBg' )032•JBw/g` _ _ _
H N88ro1'SJ'W 97.42' _ -
2Y 53153'5.17
�' `
nm LOT 7-R Jr 7'Pf------------------ \1� '�.LO .� N883431W 135.2E
- - - - - C55 B2 L�l � I
�.,� LelS Y 62.17' SO.W' 23.17'
5.894 SO. FT. I I �' 'r' N88'34'31'W 383.31' 4 Ag. / C53 i � - \ p\ SJ052�E5883437 ;r
& NJJ21'S • I -- ,51 �..A'1.95 - C5a ��'t•� ' L--` 4J5BDON FISHER LANEE 735
22.
����
J .� - _---..-. __ --_._S88'34'31'E 419.iB' 10 U. w 99.25' I� u N53'4359"E --'C59 4, Ag. N b N
15.83' SPILLWAY DRNE $ - -mot- - ---- � ;"` '�. j '- `.ax' L.4s.64 _ L�sz ry e� � � \ � �s ` esp.Jr
I ". /♦' V SBB'JC31•E 387,97' 4 �d _ - \ _ _ - - - _ _ _
' ` � �'�'31'E
CAS o "' S N - 1o.W 31 w taco
L t 2e' �
9 LOT
LOT 8•T / s _ - -10 u.. = 8 N LOT 4
----------------------------------- N3i'S3'1s'w $ LOT : =7,001SO,FT. LOTS = 8
25.28' _ _ SO.W'
N88'34'
7,093 SQ. FT. /• 2o.W' LOT 2 s LOT 3 s n 7,489 SO. FT. 8
ri 6,704 SQ. Fr. ry 6,121 SQ. FT. ,m„ 5.207 SQ. FT. ry 6,85E SO, FT. g g
_ /l n 5,72n 7FT. LOT 8 ' LOT 9 ' LOT SO 8
RIGHT OF WAY
J 1-' s BLOCK M R S.WB SQ. FT.-,O 5,000 SQ. FT. -,� 5.000 50. FT.
MARKER ryuUND I S84T5'24'E 88.02 L ! $ 8
`'r/// I L-9.62' I I 4a9.4B' Si
60.W' S805' S4.W'
FOUND IRON ROD W/PLASTIC COLE CAP N88'34'31'W 55.27' SB,pp• , ��• 943.74' 50.00' ��Sp,pp
1 � LOTS•T
7,312 SO. FT, I I h
I I e ROBERT G. MIZELL
,
N88'39'55'W 104.64' VOLUME 660PAGE 413
I D.R.D.C.T.
L-1134 I IR I VOLUME
6 MIZELL
VOLUME 60, PAGE 409
D.R.O.C.T.
LOT
g s.319 SQ. FT. I gs -
DRAINAGE EASEMENT
GENERAL NOTES?
ISO
n
o
COMMON AREA
n
NB8'39'55'W 10549' G "' -
LOT 47X
t. ALL BEARINGS AND DISTANCES ARE RECORDED (R) AND SURIEYEO (S), UNLESS OTHERWISE NOTED.
3
I �i o Ei
62.750 SO. FT,
w
2. BASIS OF BEARING: THE NORTH UNE OF THE TRACT OR PARCEL OF LAND DESCRIBED IN THE DEED TO CASTO FAMILY PARTNERS LTD DOCUMENT NO.
2004-64486 OF THE OFFICIAL RECORDS OF DEN ON WUN Y, FWS.
COLE DESIGN GROUP, INC.
$ om g
9�
PROJECT NO, 17-0189
m
5 L So.
3. CORNER OF RECORD: RIGHT Of WAY MARKER FOND IN THE EAST RIGHT OF WAY UNE OF FM 2931 FOR THE NORTHWEST CORNER OF THAT CERTAIN
TRACT OF LAND DESCRIBED
RELEASED FUR REVIEW, 510.312021. PRELIMINARY, THIS DOCUMENT SHALL NOT BE
I
h
N88'39'55'W1 10295' I I
IN ME DEED PAUL E. DAVIS RECORDED IN DOCUMENT NO. 2005-159546 OF THE OFFICML RECORDS OF DENTON COUNTY,
TEXASAS
RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR HEWED OR RETJED UPON
A FINAL SURVEY DOCUMENT 22 TEX. ANN. CODE ¢ 663. 18(D)
4. AS DETERMINED THROUGH GRAPHIC PLOTTING ONLY, PORTION OF THE SUBJECT TRACT FALLS IN ZONE 'X', AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
DANIEL L .MCKSON, R.P.LS.
REGISTERED PROFESSIONAL LAND SURVEYOR
8
CHANCE FLOODPLAIN, PER TIRE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOW INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED
'AE',
STATE OF TEXAS NO. 5577
$ LOT $
I
ARM PANEL 265 OF 750, MAP NUMBER 48121 CO265G, EFFECTIVE DATE OF APRIL 11, 2011 AND A PORTION FALLS IN ZONE SPECIAL FLOW HAZARD AREA
SO By ANNUAL CHANCE FLOOD
5,084 SO, 8
\
FLOW INSURANCEOATON NTH BASE ROM DENTON COUNTY, TEXAS AND INCORPORATED ELEVATIONS
RATE MAPRFORt%
AREAS, PANEL 270 1NED, PER OF 750, MAPS NUMBER 481221COAL 2 WMAEFFEC�ROETDATENCY
OF
N88'39'55'W IW,42' I
\
\
APRIL 18. 2011.
h
I
5. EXTERIOR BOUNDARY CORNERS TO BE 5/8-INCH IRON RODS WITH CAPS MARKED 'CONE DESIGN GROUP /10193871- FOUND OR SET UNLESS OTHERWISE
Y
1
NOTED. WHEN A RETAINING WALL OR FENCING ARE LOCATED AT A CORNER, OR A CORNER IS OTHERWISE UNABLE TO BE OCCUPIED, A CARPED 5/8-INCH
g LOT 1 N88'39'SS
A q zs.00
1 I
I
/
IRON ROD MAY BE SET FIVE FEET (5') FROM THE CORNER ALONG THE LOT UNE.
5,123 SQ. F L i6
N88'39'55'W 11281. \
/
6. MINIMUM FRONT YARD SETBACKS FOR LOTS SHALL BE TWENTY (20) FEET. INTERIOR SIDE YARD SETBACK FOR LOTS SHALL BE FIVE (5) FEET. FOR
CORNER LOTS, THE MINIMUM SIDE YARD SETBACK SHALL BE TEN (10) FEET. MINIMUM REAR YARD SETBACK $FW1 BE TE14 (10) FEET.
m a TER \
JO' WAd: 84NRARY
o'o /
C9
7. POTENTIAL ENCROACHMENT OF WERE AND BARBED WIRE FENCE WHICH MEANDERS PROPERTY UNE ON THE NORTH. SOUTH. AND WEST LINES,
\
ENT
y/
' /
8. LOTS ENDING WITH Y ARE NO -RESIDENTIAL, COMMON AREA LOTS. MAINTENANCE OF COMMON AREA LOTS SHALL BE THE RESPONSSWTY OF THE HOME
25.25' _ _ _ N8839'55W 148.37'
-
OWNERS ASSOCIATON (HOA).
9
SO1'20'05•W 15.63'
9. LOT 39X AND LOT 4OX OF BLOCK A LOT 20X OF BLOCK 8, AND LOT 3X OF BLOCK C ARE FOR LANDSCAPE BUFFER PURPOSES.
MB3'32'3�1:
�•••�'---..
10. LOT 38X AND LOT 42X OF BLOCK A AND LOT 19X OF BLOCK B ARE FOUR DRAINAGE EASEMENT PURPOSES.
5� r
FOUND CALLED FOR FENCE CORNER
FOUND IRON ROD
11, SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND
Zm
W/PLASTIC COLE
WITHHOLDING OF UTIUTIEG AND BUILDING PERMITS.
CAP
12. 5/8 INCH IRON RODS NTH PLASTIC CAPS STAMPED COLE SHALL BE SET AT THE TIME OF RECORDING AT PLAT CORNERS AND ALL CHANCES OF
$
DIRECTION ALONG ALL STREET RIGHT OF WAYS AS SHOWN HEREON.
13, ALL LOT CORNERS SHALL BE SET PRIOR TO ISSUANCE OF ANY BUILDING PERMITS.
'=Y
�30
LEGEND
O FOUND FENCE CORNER POST
FOUND RIGHT-OF-WAY MARKER
• SET IRON ROD "COLE"
D.R.D.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L BUILDING LINE/SETBACK LINE
q CENTER LINE
CO DENOTES STREET NAME CHANGE
it
z
50' 0' 50' 100'
o
SCALE: 1" = 50' +
gag
i 72
z
ZOui
z fl'
VFW=
MH
1" = 5
DATE
05/03/2021
Job Number
17-0189
Sheet Number
20F4
REPLAT
THE ENCLAVE AT
PECAN CREEK, PHASE 1
54.076 ACRES
190 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
LOCATED IN
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
Filed for Record
in the Official Records Of:
Denton Gounry
On: 6/7/2ON 4:06:18 PM
In the PLAT Records
THE ENGLRVE AT PECAN GREET
Doc Nomber 'El
-226
Number of Pages: 4
Amount: 200.00
OrderN:
BY: MA
I
I
1
1
1
I JQ
i
CALLED FOR D RIGHT OF WAY rARKER FOUND
I
WOOD RIGH� OF WAY MARKER I 'FOUND
I
I
I
OF WAY MA2KER FOUND
0
Sr
I
0
I
141
S 10' U.E.
� a
SBBD722'�
4558'
8 20' WARE
{q
,pQ EASEMENT`
NBB07'22'W \
3� 53.29' \
�u4 \
N
L-21.60'
m SBBD4'Si'E 1038J'
•-
nil
S87D6'17'W 100.00'
1
Lor1a'I
5.529 50. iT.
'�
5.775 SO. Fr.
T7 ....
��
.+ m
$ I r
LOT1a I II
S85'20'31'W IOD.00'
r
II
......
ad
n I LOT 2
5,346 So. FT. -..
,,T,4,254 wW 1GO 00 ' IS79'S0'16'W
100
5,325 SO. FT.
I
I I
ro
S61 I 5.4�SO5FT.
'`4"•
S88D4'S2'E-T
S88'04'51'E 1o9.e8'
I
S83'11'39'w 100.00' I
xl
0' U.E.
LOT 19 1 m
5,529 So. R. 1'"' 1
\
�\
` LOTS
25.G0
• _
-I wi I
10' LLE Ify{; I
1 1D0.00 -
5,775
L�) LOT1 'g�
"
LOT /4 � 1>�
5.346 SO. FT.
ggp'21"29'W
� I �
1��• \ \
�\
\ 1o'U.E. \p0y3 �
T1W
5,830 SQ FT $
LOT4
57g52'OtiW
5j1.v
C�
/ SBBD4'S1'E 11937'
97974'31'W 1,
L-2o.o0'
`A
w.\ 5.436 SO. FT.
LOT 20 \�
1
\
\ ,�.
LOT 9
\
N52'47'29'W EA MENTSANITARY SEWER
,1- EASEMENT L-20.54'
ITARY SEWER
L-22.76' EASEMEN
\
`
1 5.529 50. FT. 10' U.E.
E
\ 1aW 1�'
1
\ 5,813 50. FT.
\\
Oi'S5'26'
N88D '42'W 158.B4- _ - .- - __ -
h
41'W 100.
575"12
\
7.89'
COMMON AREA
s77'S9'
1
A A LOT
/ \ LOT21X
z138 so. Ft.
LOT /5 A
r \ \ s,43s m. F .
s7o'S°o0
x LOT 21 \ \'-•
\
\ LOT 10
E EASEMENT
'
COM ON AREA
�517SO, p
BLOCK B
COMMON AREA
LOT 43X
2,760 SO, FT.
SBBD4'S1'E 23B.59'
70.71'
742_82' _
1SIOILTTY
ASEMENT oh
10'
ill
�'W,
3
z�.
I
LOT 25•R
`b 14.290 SO, FT.
LOT 24-R
/
11.929 SO. FT,
7�
rys
COMMON
\
Nee'o4'51'w 96.43'
AREA
LOT 41X
\
20' WATER L+11.99'
1.906 SO. FT.
EASEMENT
N88D4 'W
7 2
N88D4'5 'W 95.003
I 25.00'
NOT TO SCALE
S. SO. FT. \ \ r.
\\ ••\ W \000a �` �, 5.326 50. R.
J
S88.
\ $\ \ S,OW SO. F,�op
W 100� \ \rqq,, \ 51b2326
17,
ill' o \
s \ r LOT 2 Z :. cN
GLOT 18 \ `G� \y,. 5.287 So. Fr. 551
`
\
LOT 11
LOT 22
5,353 SO. FT. \ m 5,000 S0. FT.
pp
g `�'. A 5.000 5a, FT, Cd
I NCO�q'{.''P
W 10'3� \ �r '$.\ Sg1sz.08' �$ \��
�`\Ca'. 3 $-\\ Sg�7�•Cd�.�ol.W. $
g ° „ Z \ LOT 1 A� BLOCK E �; W""2•� \ a�
p LOi\ \ .. fi \ t3 \ \ s,2oe so. FT.�1�,A•W�1,
T / s
5,224 S0.T Fr. Eti. N CA �
�,'E�'y'W $.
- � A LOT 12
V $ 5.DDD SO. F. d
Nap
N
14,
LOT 18 V v
mr 6.500 SO. FT \ N6 �."-�
\ V \ LOT 13 $.
5,000 F1.TpN$
'w
W E \�
RPM XCONSTRUCTION, LLC
'$,\ p
•W 11A ) y>
�y,.V'"Y' �' ,`Y �` A E5:A7p Ng1d �°•
Tdti' Y, CALLED 108.047 ACRES
13
WV BLOCK F DOCUMENT NO. 2018-22872
O.R.D.C.T.
LOT 14
5,000 SO. FT.
3•�;i'�.
12 \ \ 'S \ W NOD Od
5,000 50.
/ 10N�
A6 �� �`�
1 W226 w/ SB�y�q� �t :�,A �,•�y>W $
St,6lCp. \ A� V 8.
LOT 11
s6?�' A� V LOT 15
\ ` 50 \ \ 5.DDo SO. FT.
5.000 % FT.
Egpop \\ $\\ W11p,cW $
1
LOT 13
5.ODO $O. Fr. \\ \ $�\ \$74,eW\07
W1Fp<'P SD' U' SU' 1UU'
a+. E LOT IA \ \ LOT 10
7' \
4,500 SQ. F� \ 5.000 50. FT.
\ LOT 18
sg1•W \ \ \ `6
LOT 14 \ %\ \ 6.19, sD. Fr. SCALE: 1 " = 50'
\
\`S
5,000 5Q R. r,`j1 10' U.E.
109.74' ,
- - r' \ \\ \ \
/
�,'� $.
? \ Z
Og,.yg W \ \ $- \N
�
129.42'
AA
3431 E� 00'
4•�TSO p' \ \
'
\ s.DLLOT 9Fr.
LOT 1510' U. ,
I U.E. E 9$OS �$ 10' U.E.
U 1<N +� $.\ \ NCO
W5 \ \ a W
s� s.aoo s0. F. \�� \ f
\
3
µ\ LOT 17
8 g
$ _
$ �Q
PHASE 1 may, LOT 3•R \ `\g1y
�1 �
\ \ LOT a°a':\5.000
$. �; W \ g
`
1 0.637 W. n.
q LOT 15 g
SO Fr.
84.076 ACRES 5,379 So. ET \ O
O2
\ 5,DDD SO. FT
'�,' \
, LOT 16\\�i
5,000 50. Fi. w
20' B.L.
\�Cp
\
$ \
_i
` - - -
74.23'
- 10.00•
.
r
N86.34'31'w
50.0('
T
LOT 4R \ \ \
5,ODD SO. FT.
\ \ LOT 7
\ S,DGO SO. FL
\
LOT 17 \ \ m
b..w u4a3' 8-
\ HIDEAWAY LANE 9 1
\
$. \
5,000 SQ. FT.
663
$. E NOD'
\ ,W
14A. ,s \
;E
S88'34'31'E 91.01 C4I
LOT 23•R
4,752 S0. Fr. g
I
4�
1,0' U.E.
N89'D4'51'W 95.o0'
(�r
i LOT 28•R
m
7.423 SO. FT.
LOT 22-111 I $
4,750 SO. FT. 9
I
D4'51'E IDGW
N68'04'51'W 95.00'
I
I
81
I
g'I
LOT 27
�I Ig
I
5,303 FT.
So.
(
OT 21
p.:1 1 g
SIMON'S1'E 100.00'
4,750SO.SO.
M
a
I
N88DV51'W 95.00•'
LOT 28
I s
$ 21
I s,Doo SO. Fr. "
LOT 20•R I $
4,750 So. FT.
8
SBBD4'51'E 100.00•
10' U.EI
NBBD4'51'W 95,00' I
1
81
I
LOT 29 g
8 f
5,000 SO. FT.
1 RR. I g8
I
S81
4L7O50 8
D4'S1-E IOGDO
n
N88104'51'W 95.00'
50'�
I LOT'd0 8
51000 SO, R. 9
I
L4.7�50 So R I 9
S8BD4'51'E 100.00'
N8BDC51'W 95.00' 18
I
I
8
S I
99I
LOT 31
LOT 17•1 I I
I
5.000 S0. Fr.
4750 So F,
II
S
I
SBBD4'S1'E 100.00'
I
188D4'51'W 95.00'
I
g l
LOT 32 g
gl I
5.000 So. FT. 'R
LOT 16•R
!
I
4,750 50. FT. I 9
I
S88'04.51'E 100.00•
I
�
I
S88'04'51'E tOD.DO'
VBBW'S1'W 95.00
LEGEND
O FOUND FENCE CORNER POST
FOUND RIGHT-OF-WAY MARKER
• SET IRON ROD "COLE"
D.R.O.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L. BUILDING LINE/SETBACK LINE
CENTER LINE
•U�•- DENOTES STREET NAME CHANGE
Ng \ \1 1. Sg,t� o.\ ' ` O'1 ,33 h SSS-34.31-E 91.07'
1
LOT 5•R \ � LOT 8 8107
5,000 SO. FT. \ 5 \ \ 5,000 SO. FT. LOT I \ ,\r �, -- _--
\ 2•'' wry.
10.00'
-
DRAWN BY
5,DDO SO. FT. /
20' B.L.
MH
\\
\� �" 'm''' \ `�1 BLOCK H$ , W.�'W 1�' \ `\$-
\\ $. c \ sg \ LOT 1
$
COLE
�OESI 17-0189
RELEASED FOR RENEIV, 5/012021. PREIAMINW,, THIS DOCUMENT SIWVL NOT
CHECKED BY
DLJ
LOT B•R •, \
\ LOT 5 \ \ 8,507 So, Fr.
RECORDED FOR ANY PURPOSE AND SFW.L NOT BE USED OR HEWED OR RELIED
WING SCALE
\ LOT 19
5,000 SO. FT. �+. \ 5,000 SO. FT. 5.000 50. Fr.
\ +\ BLOCK I
\
N
AS A FINAL SURVEY DOCUMENT 22 TEX. ADMIRE CODE 9 W3.18(D)
i " = 50'
?s
$- NOD. \ \ $\
W NIP
\
DANIEL L JACKSON, R.P.LS.
DATE
'
�1'C4'� $- W 1'30 CP \ \$'
$
BLOCK G \$ Z.t,
REGISTERED PROFESSIONAL LOUD SURVEYOR
STATE OF TEXAS NO. M77
05/03/2021
\ LOT p7��
ry 66.46'
LOT 7•R \ \ \ \ 5.000 SO. Fr. LOT 20 \ T•'
\ `
SBB'34'3PE
100.00'
Job Number
$ 5,000 SD. Ff�od 'b \ \ $ 5,000 SO. FT. \ IIB'46
1fp _$ \ \
\ g
50.00'
1 7-01 89
Sheet Number
1ZO� S- y
m
g
S57'31'26'E
14.07'
LOT3 1'�W \ \
LOT 8•R \ \ \ 5,000 SO. FT. LOT 21 \ \ \ LOT 2
s
$
a
3 OF 4
$. S.00D
36E •W \CpTR $ 5,000 S0. FT. \ 9,341 SO. FT.
\ \$ \ \ 10' U.E.
m
N
LOT R
5,000 S0. .
Ng1�'h$.1�Cp
r'
20' B.L,
8
LOT 9.p \ \ \ \ LOT 2
t1' 5,000 S0. FT. \ 5,000 S0. FT. \ 'P - - -
'
- - -
- - - -
10.00'
61.28'
\ LOT 22 \ •,+ ` 'SBD.
$\ \
S0.00'
- 1
REPEAT
$. E \d). \ 1Tp$A 6.524 SO. FT. �) ry, - k N8834'31'W 121.28'
NORTH HAVEN WAY
;
THE ENCLAVE AT
LOT10•R /55 �. E65� 2
\ LOT 1
SBB�34'31'EB8B6•
PECAN CREEK PHASE 1
e
5.DDO SO. FT. `Q g1- �1 T9D6 A,
$ �� \ \ �\ \ 6.450 SO. FT. / 9g '$. C61 �b
S88'34.31'E 89.38'
I
w- 1
'
54.076 ACRES
•E \ �, \A3' J,.
g qp '� CM k?SQ9'E. 2"•4 `1ry
\
_ 74.75' 14.6
BLOCK
g -
\$
190 RESIDENTIAL LOTS
LOT11•R ,e
j6E
- !o \
5.000 So. FT.� \ "64j'4w -
'\
0' U.E. 20' B.L $
8
15 NON-RESIDENTIAL LOTS
�.a EN,01 ,o'
ill.ce " 100.00 LOT'.
E Y
i W7r5� N v
7.60FTN
LOCATED IN
LOT12•R \ \ �/ w ��C�' 1'S5 �-� \ 1.1
\
THE WILLIAM LUMPKIN SURVEY,
5,DDO So. Fr. .$ tm' \ N Tn
\\ $
1063
ABSTRACT NO. 730,
2 N\ •E1o0.ao LOT 12 \-'-
$- ',
6sss'
TOWN OF PROVIDENCE VILLAGE,
'O6,'p•E`�169.73 '
N75'}4g7,272 SO. FT. ' I
N8834"31'W 75.89'
DENTON COUNTY, TEXAS
7g 7 E
'Alo \ \\ \ \\ m f N82D1'1TE 1(IOd
�1 I
BLOCK K
Filed lOf idol R
in the Records Of:
LOT 11 Y I
7.513 So. FT. S I
rI
�_ 2IT.
Denton County
Count
On PM
'Records
DRAINAGE EASEMENT
COMMON AREA
-
LOT 13•R \ { U I
6,a5t 50. Ff. ' I of P ^I I LOT
I I� `r'I�
6,847 50LOT
$
f
the PLAT
THE ENCIAVF AT PECAN CREEK
Doc Number: 2021-226
LOT 42X•R
5,59911
I I N87D3'39'E 100.00' 120'
B.L.
Number of Pages: 4
106,766 5O, Fr.
U "I
- -
N 2 SS.W'
,n lo.00'
0 derN:
BV: MK
BLOCK J
R R1 ('ff_K 1': I I. i � r M •n it
s%
"`�'- N88'34'3t'W 65.
-1
S
['CALLED FOR WOOD RIGHT OF WAY MARKER FOUND
POLB.BEARS S66'58'49'E
1.52' FROM A WOOD
R.O.W. MARKER FOUND
FOR REFERENCE
S88'34'46'E
"S
FOUND CALLED TO FENCE CORNER
I
50'
too' S
I
9
�g
I 10
r
91 Ig
Z
0
U L
� 25
�' Tiazs'
0 O
ae,
04'51'E 50.00'
jWS1wM1'E 95.DOEK C 1T FT I 1 9 E 95,00' I I 1mI I. FT..LO' U.E.
r i 75.W'..
2B gS n
_
_ _ _-,
- LOT /9•R
(\ \
4,469 SO. FT.
$
I
NISI8IUTY
50•
MOM
I
I
¢¢I
I v� LM f
PHASE 1
54.076 ACRES
DRAINAGE EASEMENT
COMMON AREA
LOT 22X•R
129,517 SO, FT,
I
/ I
m
10' U.E.
S
/ 4
S88'04'52
m
SBBro7'227
25.(
'�
! _45.58'
$ 201 WA
L=21.60'
�M
NNBBVYI2'W
\\
53.29' CSO
_
�Ll
N0135h6°Ef
7.69.
0
BLOCK B
10.00'
6'E 35.96'
N
n
_ LOT
_ ( LOT 1 + 7,932
15,080 SD. FT.
�0 1
I'
ASPEN 2931, LLC
CALLED 116.932 ACRES
DOCUMENT NO. 2018-146689
O.R.O.C.T.
RPM XCONSTRUCTION, LLC
PARCEL 1 CALLED 9,928 ACRES
DOCUMENT NO. 2018-26516
O.R.D. C.T.
LEGEND
0 FOUND FENCE CORNER POST
O FOUND RIGHT-OF-WAY MARKER
0 SET IRON ROD "COLS"
D.R.D.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T, OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L. BUILDING UNE/SETBACK LINE
¢ CENTER LINE
C- DENOTES STREET NAME CHANGE
L„64.20'
50.
50.00'
50.00,
�26.07' "2"4 BLOCK D
o
$
g
g
'�.
� LOT 6 w
LOT 6
Fi... 5,527 W. FT.
LOT 7 LOT 8
5.0/4 SO. FT. - 4,750 SO, IT
s LOT 9
'
= 4,927 S0.
$
8 8
P LOT 10
Fi. _ S.OW W FT.
LOT 4
6,592 SO FT
8,029 W. $,
m
yy
>v
_
o
-__
20 B.L.
�i
-
M. 7,659� 3FT. /
L-50.07 L-26.8Y 23.20_ - -5000, _
14. -
- - -
2
FT. N i OS
m /
N012514 E
N88'34'46'W I10. W $ I
..
S GO'
588'34'48 E 19776'
�
0%t(.E. 155� ..
F Ap1tWT`
SSO-34-46-E
27.71' Y
S88'34'46'E 100.00, I
B1'4
995
C27
L-62.64'
+'9ry
W.
,6
#_
_
I F 10B.L. 10.00'
A}+
I 2031W
LOT 1
$
t
10' U.E.
I
c
LOT 12
6.297 SO. FT.
I v�$'
,X
11,406 S0. IT.
I
''`9
- ..--
- -�
5
SSr
'�s
LOT 11
8
S88'34'46'E
IN
( e.511 SO. FT.
NWN'51'W fo0.00'
N881D4'67'W /W.W'
•�
cv
I
L-72.022__
9
LOT 13
$
81
I LOT 2
$
9+
�'�--'-'-
10' B.L
'8
I
S88'04'51'E 100.00'
5,000 SO. FT.
I I9i
I
I 5.000 50. FT.
I
LOT 8
I g
I
I
Ir{
6,705 SO. FT.
(
�+
50.00'
I
N88D4'51'W 1o0.0O'
.�
I
100.00'
I
e
$
t
I 6,s� SO.
NBBV4'S7'W 100.00'
g
LOT 10
S,OW S0. FT.
I
$
$
w
m g ^ $
LOT 14 $
JN88'04'51'W
m LOT 3
IR
8
RPM XCONSTRUCTION, LLC
SBBVC5PE tW.W'
N
m
SBBro4'51'E IW.W'
5.0W S0. FT.
�I $
I=
S.OW 50. FT.
5;
PARCEL 2
I
$
o
�
CALLED 41.1077 ACRES
I
$ 9
LOT 9 m
I $
`�'
'a' $
$
N88'04'51'W
F'
�
N88ro4'51'W 100.00'
DOCUMENT 2018-26516
51
5.Oo0 SO. FT. o
Is
$
$ S
LOT 9
100.OD'
I
R.DNO.
O.R.D.C.T.
LOT 6
N
I >n
,� I
I S,WO 50. Fi.50.00'
$
,p,
I$ Q
$I I
I
I 5,000 SO. FT.
Y
N88'04'51'W 1D0.00'
G
"' Z
I
R
LOT 16
I5i
LOT
$
$
S88V4'51'E 100.00'
°i
SBBro4'S1'E 1W.W'
SAOD SO. FT.
I
MT
I I
S,OW S0. R.
.
U
01
$
LOT 10 11
9$
33 I
$ I
N
N88V4'51'W 100.00'
NBB'04'51'W 100.00'
I
S
9I
8
LOTW508FT$
g
-8
$
s,a SO. FT,
8
N88ro4'S�W 1WW'
5.o. .
LOT 16
$
I
$I
LOT
$
L" Ig
588V4'SYE IW.W'
e
I
R},
SM104'51'E 1CO.G(E
5,000 S0. FT.
I $
I
.
S,OW W. R.
�+
z$ I
I
n
LOT 11
I m
50
I
I
ry
5,067 SO" FT."WIG,
'W 1 W. W'
I N
N88V4'S1'W TOO. W'
LOT 4
t`
L®11.77' L=10.34'
I
5.1 9 SOLOT 'fT. $
I I
^
s,Doa s0. Fr.
ry
`�
1
BLOCK .
LOT 17
I ^
I
LOT 6
5,284 T FT.
S88V4'51-E 1W.45'
N88'S3'5YW IW.W'
J
S,261 50. FT.
<
I
`i
I
N89'40'2YW IW.00'
J
8I
LOT12
5.350 % FT.
I
_
i5
S'88.56'W'WIW.O'
S88.40'10'W100.W
9I
LOT 3
S
I
I
6
II'o I
II
`
7
I
5.089 SO, FT.
S88'04'51'E
'I...
I I.....
s.4LwOT
�...
. _ LOT 18-- --
}�
�+,} `
LOT 7
5775 SO FT
N
-'
103,63'
SB7'De'47'W 1W.W'
I
I�
100.00,I
I
i
m r yLOT
I�
I
I S85 7�
9
1W.W' I I I
I
LOT �' �'
1 5,325 SO. FT. -
5,346 SO FT. Io
I I
I
III
rI
I I LOT 5 N -
S436 SO. FT.
SB2'54'04'W
} rp� N P,
S19"0464111
I
BLOCK F&
LOT 19
seew's E 1os.e6'
n
J
1pp.'
5g311'39'W W'
�
70U.E.
5,529 FT.
5a- \"' I
LOT 8
�\
I
10' U.E. Ir
I 1W.W �.
\
+\ 5,7)5 S0 EI.
g l LOT 7 '�
LOT 14 1
21'20'W
o I Y
m \
w 1W'0P• V
\ \
V 10' U.E. t��
RPM XCONSTRUCTION, LLC
5,830 SQ. Fi.
5.346 S0' FT' I� I'
L0T4
576'S101
9<�W
CALLED 108.047 ACRES
S88V4'51'E 119,27'
S7914 1=20.W' 1
`�
.
5,436 SOFT.
\
LOT 20 \ \
o \ `6
LOTS '.
\
DOCUMENT NO. 2018-22872
O.R.D.C.T.
N52'4729'W 20' SMIRARI' SEWER
RARY SEWER
\
1p0
u 5.529 50. FT. 10' U.E.
ib'
g\ 5,813 50. FT. tlj
- _ 11.26' EASPA L=20.54'
'42'W -
L-22.76'EASEME �. \ \
1W
\ 575'7i 26W
p,
\ W\p0
N88 158.94
COMMON AREA
�41'W
5n \ 1
\
\mom$
LOT 2I
\ \�
�
L0T3
\
51oyiooWlOo
\ • '"
" ''. -
E LOT 15 \
so. r 5,346 W. FT.
51436 so. IT,
\ \
e W LOT 21 \>. b ;,
\ f \ LOT 10
\ FT.
i,\ \
v 5,326 SO. FT. .v, p
\ 5,000 SO.
Curve Table
OW1W /
lwpN
Rohr
Ddt9
0wrd Direction
LT4td U.0
CI
136.19
450.W
17'2023'
N82'45'02'E
135.17
C2
175.53
5BOA0
17'2Cr2Y
N82'45'02'E
174.86
C3
M..73
325.00
24'40'SY
$1029'08'E
139.63
C4
3,24
85.DO
211'14'
S8728'54'E
3.24
C5
6.08
135.00
2'34'52'
N8717'OYW
6.08
06
312,98
1215.92
1444'53'
N08'46'50'E
312A2
-C7
56.84
125.00
26ro3'19'
N14'56'48'E
56.36
C8
58.12
125.W
26'38'22'
S1439'16'W
57.60
C9
223.98
50.00
256'39'27'
N5J'O0'22'E
78.45
CIO
20.07
15.00
76'39'27'
S36'59'38'E
18.61
C11
34.87
75.00
26'38'22'
S14'39'16'W
34.56
C12
31A5
175.00
1017'44'
N22'49'36'E
31.40
C13
58.14
100.00
3318'47'
N7446'05'E
57.33
C14
29.07
50.OD
3318'47'
N7446'05'E
28.66
C15
20.07
15.00
7699.28'
S4014'WW
18.61
C16
223.98
SO.W
258'3928'
N49'45'OYW
78.45
C17
315,50
1240S2
t1'34'02'
N08'41'25'E
314.65
C18
132.36
175.00
43'20'05'
NO2'OB'25'E
129.23
C19
20.07
15.00
76'3927'
N4014'53'E
18.61
C20
223.98
50.00
256'39'29'
S49'45'08'E
78.45
C21
161.90
430,01
2VX18'
48018DOYE
160.94
C22
12.49
46.00
1554*17*
NO6'02'00'W
12.45
C23
313.93
725,00
2448'33'
S1079'OWE
311.48
C24
357.23
825 O
24'48'3Y
N1029'06'W
354.44
C25
215.77
430.00
28'45'01'
S77'02'44-W
21151
C26
105.66
370.DO
28'45'00'
N77102'44E
193.72
C27
153.38
370.00
23'45'02'
N79'32'42rE
152,28
C28
205.68
475.00
24487Y
S1019'081
204.07
C29
29228
675.00
24'48'3Y
N1029'08'W
290.00
C30
248.98
575.00
24'48'34'
N10'29'08'W
247.04
CJ1
184.03
425.00
2448'33'
SIO'29'OWE
162.59
C32
224.13
275.00
48'4V51'
N0027*31'E
217.98
C33
91.95
3D0.DO
17'33'37'
S1453'19'W
91.59
C34
61.67
60.00
5853'17'
N35'33'09'E
58.99
C35
119.96
10450
65'46'2Y
S32V536'W
113.48
C36
61.67
6000
5415S17'
N2840'03'E
58.99
C37
36.35
225.00
91S21'
N71'H'16'E
36.3t
C38
77.23
250.00
17'41'56'
S79'43'33'E
76.92
C39
61.67
60.00
58'5316'
54125581
58.99
C40
74.40
104,50
40'4725'
N32'23'02'W
72.84
C41
61.67
60.00
58'53'15'
S23'20'08'E
58.99
C42
77.86
250,00
17'50'38'
S15'01'49'W
77.54
C43
241A3
325.00
42'3347'
NO2'31'34'E
235.92
C44
36.14
175.00
1150'00-
S73ro1'35'W
36.08
G45
316.38
525.00
34'31'40'
NO2'26'D2'W
311.61
C46
243.64
135.00
103'14'18'
S36'52'22'E
211.90
G47
230.47
192.50
68'3V51'
S541637E
216.95
C48
113.84
192.50
33'53W
SD2'56'29'W
112.19
C49
271.73
425.00
36'37'ST
N01'34'W'E
267.13
C50
175.12
575.00
17'28'SB'
NO9'29'29'W
174.44
C51
153.40
85.00
103208'
1 S36'52'22'E
133.42
C52
86.49
575.00
8'37'05'
N10-31.14-E
86.41
C53
61.67
60.DO
58'53'I6'
S8713'19'W
58.99
C54
121.77
104.50
66'4548'
N8337'03'E
114.99
C55
61.67
60.00
58'53'15'
S79'40'46'W
56.99
C59
92.67
300.00
17'41'55'
S79'43'3SE
92.20
C57
99.79
55.50
103W54'
S327SO2'E
86.88
C58
248.93
55.50
256$9'06'
N327SO2'W
66.88
C59
43.61
75.00
3318'47'
N74'46'OYE
43.00
060
84.95
275.W
17'41'55'
579'4S33E
84.61
C61
41.09
200.00
12WW
N73%'36'E
41.01
C62
19.34
90.00
1218'5Y
N8516'02'E
19.31
C63
29.71
70.W
2418'5Y
N7916'02'E
29.48
C64
22.81
52.67
24'4828'
N79'3VWE
2263
C65
204.19
400.00
2914'5Y
N7717'56'E
201.98
C66
200.71
400.00
28*4501'
N77'02'44'E
198.62
067
46.49
100.00
26'38'22'
N14'3916'E
I6.08
C68
68.21
150.00
26V3'19'
N14'56487
67.63
C69
85.64
275.00
17'50'38'
N15VI.49-E
85.30
C70
244.51
300.00
46'41'5Y
NW'27311
237.80
C71
303,10
700.00
244633'
N1029'DB'W
3W.74
C72
32.34
7dDO
26'2826'
NI119'W'W
32.06
C73
/98.52
110.00
1032418'
N36'5722'W
172.65
C74
362.09
550.00
3742V12*
N04VI'49'W
355.58
C75
194.85
450.00
24'48'3Y
N1029'08'W
193.33
NOT TO SCALE
U�
N
50' 0' 50' 100'
SCALE: 1" = 50'
COLE DESIGN GROUP, INC.
PROJECT NO. 17-0189
RE1ElSlO FOR REVIEW, 510312021. PNEUMI ,,
THIS DOCUMENT SNVJ. NOT SE RECORDED FOR
ANY PURPOSE AND SNALL NOT 8E USED OR
VIEWED OR REEFED UPON AS A FINAL SURVEY
DOCUMENT 22 TEX. ADMIN. CODE ¢ 663.18(D)
BAN] EL L. JACKSON, R.P.LS,
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS NO. 5577
DU
DRAWING SCALE
DATE
05/03/2020
Job Number
17-0189
Sheet Number
40F4
REPLAT
THE ENCLAVE AT
PECAN CREEK, PHASE 1
54.076 ACRES
190 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
LOCATED IN
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
Filed for Record
in the Official Records Of:
Denton County
On: 6/712021 4:05:18 PM
In the PLAT Records
THE ENCLAVE AT PECAN CREEK
Doc Number: 2021-226
Number of Pages: 4
Amount: 200.00
Order#:
By: MK
h i
TEXAS
COUNTY
WHEREAS, RPM XCONSTR LLC, ARE THE OWNERS OF A TRACT OF LAND LOCATED IN THE WILLIAM LUMPKIN SURVEY, ABSTRACT NO. 730, DENTON
COUNTY, TEXAS, BEING PART 0 CALLED 9.928 ACRE PARCEL 1 AND PART OF A CALLED 41.1077 ACRE PARCEL 2 DESCRIBED IN THE WARRANTY DEED WITH
VENDOR'S LIEN TO RPM XCON ON, LLC RECORDED IN DOCUMENT NO. 2018-26516 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS (O.R.D.C.T.),
AND PART OF A CALLED 108.047 AC TRACT DESCRIBED IN THE WARRANTY WITH VENDOR'S LIEN TO RPM XCONSTRUCTTON RECORDED IN DOCUMENT NO.
2018 22872 O.R.D.C.T., BEING MORE P LARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE EAST MARGIN OF . HIGHWAY 2931, FOR THE SOUTHWEST CORNER OF A CALLED 116.932 ACRE TRACT OF LAND DESCRIBED
IN THE DEED TO ASPEN 2931, LLC RECORDED IN MENT NO. 2018-146689 O.R.D.C.T., THE NORTHWEST CORNER OF SAID PARCEL 1 AND THE MOST
NORTHERLY NORTHWEST CORNER HEREOF; SAID POINT SOUTH 66 DEGREES 58 MINUTES 49 SECONDS EAST, A DISTANCE OF 1.52 FEET FROM A
WOODEN RIGHT-OF-WAY MARKER FOUND FOR REFERENCE;
THENCE WITH THE SOUTH LINE OF SAID 116.932 ACRE TRACT AN E NORTH LINE OF SAID PARCEL 1, SOUTH 88 DEGREES 34 MINUTES 46 SECONDS EAST,
A DISTANCE OF 45.DO FEET TO A POINT FOR THE MOST NORTHERLY EAST CORNER HEREOF;
THENCE ACROSS SAID PARCEL 1, PARCEL 2, AND 108.047 ACRE TRACT AS
SOUTH 01 DEGREES 55 MINUTES D9 SECONDS WEST, A DISTANCE OF 327.81 TO A POINT,
SOUTH 88 DEGREES 04 MINUTES 51 SECONDS EAST, A DISTANCE OF 95.00 FEET A POINT,
NORTH 01 DEGREES 55 MINUTES 09 SECONDS EAST, A DISTANCE OF 42.25 FEET TO DINT,
SOUTH 88 DEGREES 04 MINUTES 51 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A P
SOUTH 01 DEGREES 55 MINUTES D9 SECONDS WEST, A DISTANCE OF 10.00 FEET TO A POI ,
SOUTH 88 DEGREES 34 MINUTES 46 SECONDS EAST, A DISTANCE OF 35.96 FEET TO A POINT THE POINT OF CURVATURE OF A CURVE TO THE LEFT,
WITH THE ARC OF SAID CURVE TO THE LEFT HAVING A RADIUS OF 450.00 FEET, DELTA ANGLE 0 7 DEGREES 20 MINUTES 23 SECONDS, CHORD BEARING
OF NORTH 82 DEGREES45 MINUTES 02 SECONDS EAST AND CHORD DISTANCE OF 135.67 FEET, AN NGTH OF 136.19 FEET TO A POINT FOR THE POINT
OF REVERSE CURVATURE OF A CURVE TO THE RIGHT,
WITH THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 580.00 FEET, DELTA ANGLE OF 17 DE 20 MINUTES 23 SECONDS, CHORD BEARING
OF NORTH 82 DEGREES 45 MINUTES 02 SECONDS EAST AND CHORD DISTANCE OF 174.86 FEET, AN ARC LE OF 175.53 FEET TO A POINT FOR THE
POINT OF TANGENCY OF SAID CURVE TO THE RIGHT,
SOUTH 88 DEGREES 34 MINUTES 46 SECONDS EAST, A DISTANCE OF 241.62 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 14 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 46 SECONDS EAST, A DISTANCE OF 24.56 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 14 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT,
NORTH 88 DEGREES 34 MINUTES 46 SECONDS WEST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 01 DEGREES 55 MINUTES 09 SECONDS WEST, A DISTANCE OF 296.57 FEET TO A POINT FOR THE POINT OF CURVATURE OF A C TO THE LEFT,
WITH THE ARC OF SAID CURVE TO THE LEFT HAVING A RADIUS OF 325.00 FEET, DELTA ANGLE OF 24 DEGREES 48 MINUTES 33 SECON ,CHORD BEARING
OF SOUTH 10 DEGREES 29 MINUTES 08 SECONDS EAST AND CHORD DISTANCE OF 139.63 FEET, AN ARC LENGTH OF 140.73 FEET TO A FOR THE
POINT OF TANGENCY OF SAID CURVE TO THE LEFT,
SOUTH 22 DEGREES 53 MINUTES 24 SECONDS EAST, A DISTANCE OF 435.02 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 69.68 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT,
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH Ot DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT,
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 14.63 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 10.63 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT,
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 11.10 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 199.94 FEET TO A POINT FOR THE POINT OF CURVATURE OF A NON -TANGENT CURVE
TO THE LEFT,
WITH THE ARC OF SAID NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 85.00 FEET, DELTA ANGLE OF 02 DEGREES 11 MINUTES 14 SECONDS,
CHORD BEARING OF SOUTH 87 DEGREES 28 MINUTES 54 SECONDS EAST AND CHORD DISTANCE OF 3.24 FEET, AN ARC LENGTH OF 3.24 FEET, TO A POINT
FOR THE POINT OF TANGENCY OF SAID CURVE TO THE LEFT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 17.09 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT,
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 17.09 FEET TO A POINT FOR THE POINT OF CURVATURE OF A CURVE TO THE RIGHT,
WITH THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 135.00 FEET, DELTA ANGLE OF 02 DEGREES 34 MINUTES 52 SECONDS, CHORD BEARING
OF NORTH 87 DEGREES 17 MINUTES 05 SECONDS WEST AND CHORD DISTANCE OF 6.OB FEET, AN ARC LENGTH OF 6.08 FEET TO A POINT,
SOUTH 04 DEGREES 00 MINUTES 21 SECONDS WEST, A DISTANCE OF 100.24 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 4.51 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT,
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 23.17 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 50.00 FEET TO A POINT.
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 10.00 FEET TO A POINT,
SOUTH 01 DEGREES 25 MINUTES 29 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A POINT IN THE NORTH LINE OF A TRACT OF LAND DESCRIBED IN THE
DEED TO MICHAEL E. MIZELL RECORDED IN VOLUME 660, PAGE 409 OF THE DEED RECORDS OF DENTON COUNTY, TEXAS (D.R.D.C.T.), THE SOUTH LINE OF
SAID 108.047 ACRE TRACT AND A SOUTHEAST CORNER HEREOF;
THENCE WITH THE NORTH LINE OF SAID MICHAEL E. MIZELL TRACT AND NORTH LINE OF A TRACT OF LAND DESCRIBED IN THE DEED TO ROBERT G. MIZELL
RECORDED IN VOLUME 660, PAGE 413 D.R.D.C.T, AND A SOUTH LINE OF SAID 108.047 ACRE TRACT, NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A
DISTANCE OF 943.74 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "COLS DESIGN GROUP 11019 3871' SET FOR A NORTHWEST CORNER OF SAID
ROBERT MIZELL TRACT, AN INTERIOR CORNER OF SAID 108.047 ACRE TRACT AND AN INTERIOR CORNER HEREOF;
THENCE WITH THE EASTERLY WEST LINE OF SAID ROBERT MIZELL TRACT AND AN EAST LINE OF SAID 108.047 ACRE TRACT, SOUTH 01 DEGREES 23 MINUTES
16 SECONDS WEST, A DISTANCE OF 324.91 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED 'COLE DESIGN GROUP 110193871' SET FOR AN INTERIOR
CORNER OF SAID ROBERT MIZELL TRACT, THE WESTERLY SOUTHEAST CORNER OF SAID 108.047 ACRE TRACT AND A SOUTHEAST CORNER HEREOF;
THENCE WITH A NORTH LINE OF SAID ROBERT MIZELL TRACT AND THE SOUTHERLY SOUTH LINE OF SAID 108.047 ACRE TRACT, NORTH 83 DEGREES 32
MINUTES 33 SECONDS WEST, A DISTANCE OF 262.11 FEET TO A FENCE CORNER POST FOUND IN THE EAST MARGIN OF SAID F.M. HIGHWAY 2931, FOR THE
SOUTHWEST CORNER OF SAID 108.047 ACRE TRACT AND THE SOUTHWEST CORNER HEREOF;
THENCE WITH THE EAST MARGIN OF SAID F.M. HIGHWAY 2931, AND THE WEST LINES OF SAID 108.047 ACRE TRACT, NORTH 01 DEGREES 33 MINUTES 51
SECONDS WEST, A DISTANCE OF 295.01 FEET TO A RIGHT-OF-WAY MARKER FOUND FOR AN ANGLE POINT HEREOF; CONTINUING WITH THE ARC OF A
NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1195.92 FEET, DELTA ANGLE OF 11 DEGREES 27 MINUTES 16 SECONDS, CHORD BEARING OF NORTH 7
DEGREES 07 MINUTES 47 SECONDS EAST AND CHORD DISTANCE 238.69 FEET, AN ARC LENGTH OF 239.09 FEET, TO A POINT FOR THE POINT OF TANGENCY
OF SAID CURVE TO THE LEFT, AND NORTH 01 DEGREES 55 MINUTES 09 SECONDS EAST, A DISTANCE OF 2249.45 FEET TO THE POINT OF BEGINNING AND
CONTAINING 54.076 ACRES OF LAND,
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RPM XCONSTRUCTION, LLC, ACTING HEREIN BY AND THROUGH THEIR DULY AUTHORIZED OFFICERS, DO HEREBY ADOPT THIS PLAT DESIGNATING THE
HEREIN ABOVE DESCRIBED PROPERTY AS THE ENCLAVE AT PECAN CREEK, PHASE 1, AN ADDITION TO THE TOWN OF PROVIDENCE VILLAGE, TEXAS, AND DO
HEREBY DEDICATE TO THE TOWN OF PROVIDENCE VILLAGE (THE TOWN), IN FEE SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DO
HEREBY DEDICATE THE EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR
OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE TOWN AND
SUBJECT TO ITS WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING
TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO
THE TOWN USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE TOWN TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO REMOVE AND KEEP
REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE
WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL AT ALL TIMES
HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING,
INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME
PROCURING THE PERMISSION OF ANYONE I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR
THE ABOVEDESCRIBED STREETS, EASEMENTS, AND RIGHTS UNTO THE TOWN AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM
THE SAME OR ANY PART THEREOF. THIS PROPERTY IS LOCATED WITHIN THE CORPORATE LIMITS OF THE TOWN OF PROVIDENCE VILLAGE. THIS PLAT APPROVED
SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON COUNTY.
MUSTANG SPECIAL UTILITY DISTRICT
THE OWNER (GRANTOR) OF THE SUBJECT PROPERTY SHOWN HEREON, DOES HEREBY GRANT AND CONVEY UNTO MUSTANG SPECIAL UTILITY DISTRICT
IT SUCCESSORS AND ASSIGNS, A TWENTY FOOT (20') PERMANENT EASEMENT AND RIGHT-OF-WAY (THE 'F), SUCH EASEMENT BEING AS SHOWN
DEFINED ON THE PLAT AS SHOWN THEREON TO ACCESS AND USE, OPERATE, INSPECT, REPAIR, ALTER, PROTECT, MAINTAIN, REPLACE, UPGRADE, P ADD
AND REMOVE WATER DISTRIBUTION LINES AND WASTEWATER COLLECTION LINES, IF APPLICABLE, (THE PIPELINES) AND APPURTENANCES, AND ANY ER
FACILITIES NECESSARY TO SERVE GRANTOR'S PROPERTY AS WELL AS GRANTEE'S CURRENT AND FUTURE SYSTEM -WIDE CUSTOMERS, (COLLEC Y, THE
'IMPROVEMENTS') UNDER AND ACROSS 54.076 ACRES OF LAND, MORE PARTICULARLY DEPICTED AND DESCRIBED ON THE PLAT SHOWN N (THE -EASEMENT
PROPERTY').
GRANTEE SHALL HAVE SUCH OTHER RIGHTS AND BENEFITS NECESSARY AND/OR CONVENIENT FOR THE FULL ENJOYMENT AN E OF THE RIGHTS HEREIN
GRANTED, INCLUDING WITHOUT LIMITATION: THE REASONABLE RIGHT FROM TIME -TO -TIME TO REMOVE ANY AND ALL SUBS ENT PAVING, TREES AND
UNDERGROWTH, AND OTHER OBSTRUCTIONS THAT INJURE THE IMPROVEMENTS.
GRANTOR, ITS SUCCESSORS AND ASSIGNS, MAY FULLY USE AND ENJOY THE EASEMENT PROPERTY, EXCEPT SUCH USE AND ENJOYMENT SHALL NOT
HINDER, CONFLICT OR INTERFERE WITH THE EXERCISE OF GRANTEE'S RIGHTS HEREUNDER AND NO BUILD , STRUCTURE OR RESERVOIR SHALL BE
CONSTRUCTED UPON, OVER OR ACROSS THE EASEMENT PROPERTY WITHOUT GRANTEE'S WRITTEN CO PROVIDED FURTHER THAT GRANTOR, ITS
SUCCESSORS AND ASSIGNS, MAY CONSTRUCT, DEDICATE AND MAINTAIN OVER AND ACROSS THE ENT PROPERTY SUCH DRIVEWAYS, AERIAL UTILITY LINES
AND FENCES AS WILL NOT INTERFERE WITH GRANTEE'S USE OF THE EASEMENT FOR THE PE D PURPOSES. THE INSTALLATION OF SUBSURFACE UTILITY
LINES ACROSS THE EASEMENT ARE SUBJECT TO MUSTANG'S PRIOR WRITTEN CONSENT.
a
GRANTEE SHALL CLEAN UP AND REMOVE ALL TRASH AND DEBRIS CAUSED BY G 'S USE OF THE EASEMENT PROPERTY, AND SHALL REPAIR ALL DAMAGES
CAUSED BY THE GRANTEE'S USE OF THE EASEMENT PROPERTY WITHIN A NABLE TIME NOT TO EXCEED FORTY-FIVE (45) DAYS FOLLOWING COMPLETION
r AND ACCEPTANCE OF THE IMPROVEMENTS BY GRANTEE. GRANTEE SHALL 0 RESTORE THE SURFACE OF THE LAND TO A SMOOTH CONTOUR FOLLOWING SAID
USE OF THE EASEMENT PROPERTY, INCLUDING THE RESTORATION OF STING TOP SOIL OR REMOVAL OF SOILS CREATED DURING CONSTRUCTION BY GRANTEE
g WITHIN A REASONABLE TIME NOT TO EXCEED FORTY-FIVE (45) FOLLOWING COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS BY GRANTEE. DURING
CONSTRUCTION, GRANTEE SHALL INSTALL SUCH FENCES, ES OR SAFETY BARRIERS AS MAY BE REASONABLY REQUIRED TO PROTECT THE PUBLIC,
LIVESTOCK OR ADJACENT PROPERTY.
> THE CONSIDERATION RECITED HEREIN SHALL CON PAYMENT IN FULL FOR ALL DAMAGES SUSTAINED BY GRANTOR BY REASON OF THE INSTALLATION OF
THE IMPROVEMENTS REFERRED TO HEREIN, GRANTEE WILL MAINTAIN THE EASEMENT PROPERTY IN A STATE OF GOOD REPAIR AND EFFICIENCY SO THAT NO
3 DAMAGES WILL RESULT FROM ITS USE TO OR'S PREMISES. THIS AGREEMENT TOGETHER WITH OTHER PROVISIONS OF THIS GRANT SHALL BE PERPETUAL
i AND SHALL CONSTITUTE A COVENANT NING WITH THE LAND FOR THE BENEFIT OF GRANTEE, ITS SUCCESSORS AND ASSIGNS. GRANTEE'S RIGHTS HEREUNDER
90 MAY BE ASSIGNED IN WHOLE OR PART TO ONE OR MORE ASSIGNEES.
i TO HAVE AND TO HOLD EASEMENT AND RIGHTS APPURTENANT THERETO UNTO GRANTEE, ITS SUCCESSORS AND ASSIGNS, UNTIL THE IMPROVEMENTS ARE
oO10 DECLARED PERMAN ABANDONED BY GRANTEE, IN WHICH EVENT THE EASEMENT PROPERTY AND RIGHTS APPURTENANT THERETO SHALL CEASE AND
a o TERMINATE AND R TO GRANTOR.
OD2GRANTOR HEREBY BIND ITSELF, ITS SUCCESSORS AND ASSIGNS, TO WARRANT AND FOREVER DEFEND, ALL AND SINGULAR, THE EASEMENT AND RIGHTS
i
a NaOi,^- APPU THERETO HEREIN GRANTED TO GRANTEE, OR GRANTEE'S SUCCESSORS AND ASSIGNS, AGAINST EVERY PERSON WHOMSOEVER CLAIMING, OR TO
C , THE SAME OR ANY PART THEREOF.
N
Y 0i
J z-' z
Q o
j �__.__RE PLAT 2021 =226
I'IT
WITNESS MY HAND THE
RPM XCONSTRUC ,LLC
BY:
NAME: PETE DAWSON
TITLE: VICE PRESIDENT
STATE OF TEXAS
COUNTY OF COLLIN
DAY OF
k 202D.
*I
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED PETE DAWSON, 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 - 3 DAY OF 2020 ;\\�\�y\\3 (D Yp�
OA
06-13-20tip���
. I lu l 111)4\\\�1
SA0372A
RW G01,S02,C51
.376AC/PT
52459 A0730A WM LUMPKINS, TR % WW" 10.7
52295 A0730A WM LUMPKINS, TR 1 % 11111111hMil
52301 A0730A WM LUMPKINS, TR 20,E
43AC/PT
UTILITY CERTIFICATE
THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT
MUSTANG WATER
CERTIFICATE FOR TOWN COUNCIL APPROVAL
SURVEYOR'S
C/PT
I, TERRY D. WESTERMAN, A REGISTERED-+,R(
HEREBY CERTIFY THAT I HAVE PREPARED ".
THE LAND, AND THAT THE CORNER MONUMEI
MY SUPERVISION IN ACCORDANCE WITH SUB
VILLAGE, TEXAS.
COLE DESIGN GROUP, INC.
PROJECT NO. 17-0189
TER _WAN
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS NO. 6381
DATE OF SIGNATURE: JULY 22. 2020
STATE OF TEXAS
DAY OF COUNTY OF COLLIN
FM 2931
FlSHiRAP RD.
I
LOCATION MAP I
NOT TO SCALE
W
0
0
200' 0' 200' 400'
SCALE: 1" = 200'
LEGEND
O FOUND FENCE CORNER POST
O FOUND RIGHT-OF-WAY MARKER
• SET IRON ROD "COLE"
D.R.D.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L. BUILDING LINE/SETBACK LINE
CENTER LINE
-n- DENOTES STREET NAME CHANGE
IAL LAND SURVEYOR IN THE STATE TEXAS, DO
FROM AN ACTUAL ON THE GROUND SURVEY OF
)WN THEREON WERE PROPERLY PLACED UNDER
, REGULATIONS OF THE TOWN OF PROVIDENCE
TERRY WESTERMAN
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARER TERRY D.
WESTERMAN, 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 "CiDAY OF v 2020
RONALD SALAMIE
Notary Public, State of Texas
2:'�� CommROTARY PUBLIC IN AND FOR THE STAIL OV. Expires 07-27-2022
�'�,`;.`�� Notary ID 13166133-4
or
- E tj
Co
rn �, n,<5 ax v C'h
d
� ." CF o¢ oft
J n a 01
Q C; a
+ z H rn
l7 E r -'
Z L A q
W m
aZM0tA
(D:M,E
C C�.
■_\ t7 E 7 E
z���ri
LLC C
0 �^ CJJ �o A ;
> .ry
L r r
Nwoo,
\ •� VI N �
W- O
it w&&
w`w6-6
z_ovw
� 00
Z=mco
LU
N N N
DRAWN BY
JH
CHECKED BY
BB/TDW/DLJ
DRAWING SCALE
1 " = 200'
DATE
7/22/2020
Job Number
17-0189
Sheet Number
1 OF 4
FINAL PLAT
THE ENCLAVE AT
PECAN CREEK, PHASE 1
54.076 ACRES
188 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
LOCATED IN
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
Filed for Record
in the Official Records Of:
Denton County
On: 8/6/2020 4:02:24 PM
In the PLAT Records
THE ENCLAVE AT PECAN CREEK I
Doc Number: 2020-271
Number of Pages: 4
Amount: 200.00
Order#:
J3v: BH
F
I
I r 3
i M
N W
L
g
I
I
I I
I
C`
O
I
I
I
RIGHT OF WAY
MARKER OUND
I
/
I
I
O
I
I 3
M
O -p,
z r.
C4
N
M
M 9
I L1S8r40511
' Ira L
LOT 11 - �I$ofLOT 2 8Jo ' 1 7,513 SQ. FT.In�i 6,847 SO. FT.NBBro4's1•w s5.00' I 32 8 0 LOT 12 o LOT 13
`O I SQ. FT.'�"'o6,451 SQ. FT. 1 wl l f 8 5,591 SO. FT. BLOCK K
3 o LOT 17 18 M I 20' B.L. 0 o I I E 10000'z `� N87 03'39"E 100.00' JN88'45 58 E 100.00 10 U.ELO 4,750 SQ. FT.N86'53'57'E 100.00 I 1 I 10.00'
in 3 o a I1S, - - 55.00' _
100'
N I S88'04'S1'E 100.00' v I o I X�N8834'31"W 65.00''04'51'W 95.00 ICi I LOT 10I
IOT 16 m I I g o I g p LOT 13 I I ( I 5,77s sQ. Fr LOT 14 SANCTUARY DRIVE 5o LOT 33 0 6,451 SQ. FT. I I58406'S6"E 100.00' J5,591 SQ. FT. II 58834'31"E 100.03'
5 SQ. FT. N I , I - 1 10SO. FT.' U.E. S842922'E 100.00' I �,3 ,I
o criI 5'� S76 1 1 E 66.1 10' B.L J I 588'04'51'E 100.00' o ?8 Too 00, 10' U.E. .r �1 J J +� I N 1 0! o
I 1 G �� `k 55.04'
85.00' .p°� ( 1 �1 / LOT9 h 1 (----- 11.10
12.82' N88'04'51"W 110.00' ��k , M o I 5 775 SQ. FT. rn " LOT 1 S $ Y
99 g / sQ• 1 - -
s '� I LOT 34 0 LOT 14 N/ / ^°'i q J 5,591 SQ. FT. 1 n 20 B L
ENCLAVE PARK SOUTH I z o I 5,000 SQ. FT. '� 0 5,924 SQ. FT. / / 1 S2S7j32,E 100 52744'41" I 1 J V "�
_ _ $ '
S88'04'51"E 145.00' I SBB'04'51"E 100.00' N N66>1 18.07 / o / E 100,00, 1 I v g
in I h� 33•w / � �m 'm LOT 1 g
�' '� 0 7,oe0
°bob' / �� "/ LOT 8 "' � � /,;�
A s
z 12 82' S88 04'S1'E 110.00' X z o I I °'
25� ' Si. o I R LOT 35 3.2 ry " /N 5,105 SQ. FT.
LOT 15 .oQ '� / y -4 LOT 16
85.00 rr• F N c 5,875 SO. FT. 1 10, 50' 10 U.E. 1 I 5,000 SQ. FT. 5,060 SQ. FT. / yh ti / v`� 1
VISIBILITY 10 B.L
_ $ NsB 3 + d N74bg•ps. L=9.75' 1N L=4.81' 3
! `g $ EMENT i I I S88'04'S1 "E 100.00' 7j 3 K / " / L=1.57' W 1pj.39' '' I N88'34'31'W 80.42' N
LOT 15 ,�, 1032e / / N8674'45"W 1o6.91' N
ig 1 fO 6,125 SQ. FT. I 18 I
I � 81 s / LOT 7
�/ � 10' U.E.BLOCK L
1 fv 1 91 LOT 36 g LOT 16 / o /� 6 994 S0. FT. (r
5,000 SQ. FT.5,a25 SQ. FT. �� I ' RPM XCONSTRUCTION, LLC
1 ti I 1 ° 1 / ! LOT 17 1 11 LOT 2 CALLED 108.047 ACRES
N88114'51"W 95.00' N66 ,
1 I S88'04'51"E 100.00'
"' I I o I ( >> , t.s5 1 1 0 8,900 SQ. FT. s,sts SO. FT. � DOCUMENT NO. 2018-22872
LOT 14 0 �Orj, ' N89'0433W 116.22' n ` �y\ O.R.D.C.T.
O� p
N 4,750 SQ. FT. ('� g I PHASE 1 LOT 17 1 r J'riS
6,097 SQ. FT. uo
w I I I I LOT 37 g 54.076 ACRES ( ( ,
" g' 5,000 SQ. FT. LO o S8353'29"E 1iy
LOT 6 V2A55 A3 L=2o.o2 S883431 E
o I $ Nss77• 15.43' I n 3 ^^° 0T 1 6,640 SQ. FT. �49 \!� �'s�� 30.33
' ^ N88'04'51"W 95.00' I I I S88-04.51-E 100.00, �„ 0 33 W 1 v i ,,� M ( $gOIL Zg \'�?��• �� I
Z `w 8 LOT 13 I c I f h LOT 16 '��, ( p n ( N83'5 ' 2A� E1� �15"w �26 \ \ \ S8834'31"E o
i I ` 329"W 105.50' fA� 6��2 17.09'
7n 4,750 SO. FT. C N
''� 7,059 SQ. FT. 1 5
I ti (- z I I-,,4(.3 SOUTH HAVEN
s�N818*04'51'W95.00'
DRAINAGE EASEMENT 2 S83 53 29 E I O z M / , c�pl1R 1
zI 30.63 1 as Li I i `��20 / < \`SO cv WAY
N .� �8a�-� / LOT 18 '�9' � 1
COMMON AREA Ns71;�• 1_ � � I �. / .- / � s,323 sQ. FT.�z I LOT 42X w �3 l/ h W as ( COMMON AREA 3
LOT 12 J I " `� I I a18,753 SQ. FT. s, oa' / '� 3 N I LOT 21 X
V 9 4,750 SQ. FT. N I I ,�i 6,259 LOT �19 / M `1 / �kg`s8 13,792 SQ. FT. < �� h \ ` C5 P
I
I I e�\'p Aso �"' LOT 19 4 I
o�F 1)10e. , ! �y� ate\ 1"�cL� ter• A 7,816 SQ. FT. ,3 g I
° " ' I BLOCK J h� ►_
BLOCK G ,Vti6'' �\ ���5�
� m N88'04'S1"W 95.00' I �, O I � � LOT 20 3 8
3 z �'
O OR 8 113 i LOT 20 a '�\ S6, h 7,522 SO. FT. N I o
g LOT 11 1 S i I BLOCK A 5,1ss SQ. Fr. ° LOTS C, y� I M
rE 4,750 SO. FT. 4, / ti• \ 0 O C v
N O I p� I 743jR �''� 9,181 SQ. FT. ph lA• a�9 co
0o N88104'51"W 95,00' I C+
20' o I I LOT 21 / 4's ,c�\ 5°f°�� �$��4' L=45.ss' 45.69' . to
a.51' i N
I o I 5,253 SQ. FT. /
C ,;) LOT 10 1 g 10' U.E. I 1 T 49• COMMON 1 ` LOT 4 ti�'�ry 0.21' S65o.00� E I
q 4,751 SQ. FT. I I 50'I 8743�•F'L310.415' 1 AREA EAUBUC SEMENT
\ 9,223 SO. FT. N=49.94 8
i I 05 I LOT 11X 9 gW
N88`04151'W 95.27 i LOT 22 I 9,677 SQ. FT. %o a \ ?0�� �� LOT 3 9 3 LOT 1 8
N vi �?' LOT 9 ( I g I S6g7733 6.021 SQ. FT. % / ` / / , I I;7�, � 7,634 SQ. Ff. 6,LOT
O Q2Fi. 5.000 SQ. FT. 3
o 4,806 SQ. FT. I I I .f G�?B, / ^`� SANITARY do �' S�p'�?, 5�
EASEMENT DRAINAGE?1g69 N20�? 66' ? p'9` ` S
W >> ` i
I S31'53'19"E , \` BS L�T62' - - - - -
N88T)2'53"W 97.42' 34.66 �6cti+ /�6rO' C55 C38 - _ - - - - - - --
ry f _ ( , ,� , L-15 1 62.11' 50.00' 23.17' _
- - - - - - - - - - / �1 �° L=22. N88'34'31'W 135.28' $ r 1
LOTB 1" ��y9?---------------------- ---- s,�'�° �� \\��_ - / �4�e� --�34 S�o�2 31 I
A C53 , `?` f C60 S88 34 31 E 135.28' 5,552 SQ. FT. N88'34'31 "W 383.31' C1 7� I I
N�,T7 , p �s47 95 _ �.`�% \6e• DON FISHER LANE
5 52`W 100 �, 1 n U - - 58834'31 "E 419.18' - C59 ,+� �� �p i / L_ _g214C54' / 10' U.. \ `�17 S, C56 I I
ro r.. N534359 E SPILLWAY DRIVE o - ---- - - ,�� y0•/ L=-Z. � 46.64 L'� 0 �' }� `Lr50�. S88'3431 E 135.28 cgi
ci aao �' 15.83' '�' / \ - - `ti �, _ 7=24.7 25.28' 50.00' 50.00'
n l� 90 ---- ---- ---- N8
LOT 7 / /ry' 58834 31 E 387.97 CV3 ,,. 3 -
1 _
/.----------- ----- - '1d31'S3'19'W o = 0 3 0 � $ o
------ /�� 8 LOT4 N LOt'g Cq 1000'
5,199 SQ. FT. / ryp v / - - - 10 U.E. - - - - 1` LOT 1 3 7,001 SO. FT.
N75' , h - - - - - - LOT 2 3 LOT 3 3 7,489 SQ. FT. o, LOT 6 s g o
3319"ly 87 /N / 20.00 M 6,784 SQ. FT. N 6,121 SQ. FT. `oi `� 6,858 SQ. FT. 3 $ o
/ c.1 5,207 SO. FT. N r4 6 LOT 7 3 3 3 8
J CT LO / F � BLOCK M � 5,226 SO, FT. 4 s,oLOOT 8FT. `4, LOT 9 N LOT 10 3
o N S4 0 5,000 SQ. FT. N
1 � � � o � s � 5,000 SQ. FT. � o
LOT 6 N
4,612 SQ. FT. 1 �+ 1 408.48' z
I( 1 60.00' 1 58.051 50.00' 54.00 55.21' 58 00' S0.00' 50.00' 50.00' 50.00
N8839'55'W 93.16' I M I FOUND IRON ROD W/PLASIIC COLE CAP N8834'31"W 943.74' '
I I
n LOT �5I 19
4,936
I ROBERT G. MIZELL
i VOLUME 660, PAGE 413
N88'39'55"W 104.64' I i D.R.D.C.T.
L=11.34'
M5.319
LOT 4�
i 3
I 4
1 DRAINAGE EASEMENT
GENERAL NOTES:
I
N88'39'55"W 105.49'
I
r, o
COMMON AREA
I
1.
ALL BEARINGS AND DISTANCES ARE RECORDED (R) AND SURVEYED (S), UNLESS OTHERWISE NOTED.
Z
z
L3
LOT 38X
I
o r
I 62,750 FT.
-
2.
BASIS OF BEARING: THE NORTH LINE OF THE TRACT OR PARCEL OF LAND DESCRIBED IN THE DEED TO CASIO FAMILY PARTNERS LTD DOCUMENT NO.
2
I
2004-64486 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS.
8
m
I $
LOT 3 o
c�
1
�1�1 z
3.
CORNER OF RECORD: RIGHT OF WAY MARKER FOUND IN THE EAST RIGHT OF WAY LINE OF FM 2931 FOR THE NORTHWEST CORNER OF THAT CERTAIN TRACT
"'
5,211 SQ. FT.
3 I
I
OF LAND DESCRIBED IN THE DEED PAUL E. DAMS RECORDED IN DOCUMENT NO. 2005-159546 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS.
I
I
te
N88'39'55"W 102.96
I
I
'4
r
4.
AS DETERMINED THROUGH GRAPHIC PLOTTING ONLY, PORTION OF THE SUBJECT TRACT FALLS IN ZONE "X-, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
I
I
s
CHANCE FLOODPLAIN, PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS,
PANEL 265 OF 750, MAP NUMBER 48121CO265G, EFFECTIVE DATE OF APRIL 11, 2011 AND A PORTION FALLS IN ZONE "AE', SPECIAL FLOOD HAZARD AREA SUBJECT
\
TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH BASE FLOOD ELEVATIONS DETERMINED, PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
o
LOT 2
I I o00
INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, PANEL 270 OF 750, MAP NUMBER 4812100270G, EFFECTIVE DATE OF APRIL 18,
5,084 SQ. FT.
I 'O
I
\
2011.
N88'39'55"W 100.42'
I
5.
EXTERIOR BOUNDARY CORNERS TO BE 5/8-INCH IRON RODS WITH CAPS MARKED 'COLE DESIGN GROUP 110193871' FOUND OR SET UNLESS OTHERWISE
1�
1
NOTED. WHEN A RETAINING WALL OR FENCING ARE LOCATED AT A CORNER, OR A CORNER IS OTHERWISE UNABLE TO BE OCCUPIED, A CAPPED 5/8-INCH
1
I
IRON ROD MAY BE SET FIVE FEET (5') FROM THE CORNER ALONG THE LOT LINE.
`8
LOT 1
11-
NB
'
I
6.
MINIMUM FRONT YARD SETBACKS FOR LOTS SHALL BE TWENTY (20) FEET. INTERIOR SIDE YARD SETBACK FOR LOTS SHALL BE FIVE (5) FEET. FOR CORNER
5,123 SQ. FT.
25.00
25.00
/
LOTS, THE MINIMUM SIDE YARD SETBACK SHALL BE TEN (10) FEET. MINIMUM REAR YARD SETBACK SHALL BE TEN (10) FEET.
\�
/
N8639'55"W 112.81'
\
7,
POTENTIAL ENCROACHMENT OF WIRE AND BARBED WIRE FENCE WHICH MEANDERS PROPERTY LINE ON THE NORTH, SOUTH, AND WEST LINES.
-
30' WATER & SANITARY \ �`
SEWER EASEMENT
y�/
C9 may'
8.
LOTS ENDING WITH 'X' ARE NON-RESIDENTIAL, COMMON AREA LOTS. MAINTENANCE OF COMMON AREA LOTS SHALL BE THE RESPONSIBILITY OF THE HOME
M
\8�.
i
OWNERS ASSOCIATION (HOA).
'
N88'39'55'W 146.37'
-----------
`_ `_
15.63'
9.
LOT 39X AND LOT 4OX OF BLOCK A. LOT 2OX OF BLOCK B, AND LOT 3X OF BLOCK C ARE FOR LANDSCAPE BUFFER PURPOSES.
N8332'33'W 262.11
50120'05"W
10.
LOT 38X AND LOT 42X OF BLOCK A. AND LOT 19X OF BLOCK 8 ARE FOR DRAINAGE EASEMENT PURPOSES.
11.
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF TOWN ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND
-FOUND CALLED FOR FENCE CORNER
WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
FOUND IRON ROD
W/PLASTIC COLE 12. 5/8 INCH IRON RODS WITH PLASTIC CAPS STAMPED COLE SHALL BE SET AT THE TIME OF RECORDING AT PLAT CORNERS AND ALL CHANGES OF
CAP DIRECTION ALONG ALL STREET RIGHT OF WAYS AS SHOWN HEREON.
13. ALL LOT CORNERS SHALL BE SET PRIOR TO ISSUANCE OF ANY BUILDING PERMITS.
MICHAEL E. MIZELL
VOLUME 660, PAGE 409
D.R.D.C.T.
COLE DESIGN GROUP, INC.
PROJECT NO. 17-0189
RMAN
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS NO. 6381
DATE OF SIGNATURE: JULY 22, 2020
OF
TERRY WESTERMAN
6381
17.09'
"w 10.00'
LEGEND
O FOUND FENCE CORNER POST
0 FOUND RIGHT-OF-WAY MARKER
• SET IRON ROD "COLE"
D.R.D.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L. BUILDING LINE/SETBACK LINE
CENTER LINE
-� DENOTES STREET NAME CHANGE
FM 2931
RD.
If
D.
a�
LOCATION MAP
NOT TO SCALE
50' 0' 50' 100'
SCALE: 1" = 50'
N
W =
ac
w On - .` W J-
�„
a Cry
v ¢ o ae a
J O +.l O�q ,y, r C c,,
C C+
P4 IL
r_
+ N
z
s
z i o11m 8
ZN G1ti
Q N C C
JO TT
CL Z Z
3 70
v E'r-^'^
LLa�p
W �-1 J
C - -
�'C
N
a,OC CO
N 5; VI
�'o.
, a, a
Zwoo
ac-,aa
W v O O
W
z,u•'+'d'pa M
W K M E��ipp1 s
J X X X
099
I- i- 1- u
112
1 " = 50'
DATE
7/22/2020
Job Number
17-0189
Sheet Number
2 OF 4
FINAL PLAT
THE ENCLAVE AT
PECAN CREEK, PHASE 1
54.076 ACRES
188 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
LOCATED IN
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
Filed for Record
in the Official Records Of:
Denton County
On: 8/6/2020 4:02:24 PM
In the PLAT Records
THE ENCLAVE AT PECAN CREEK I
Doc Number: 2020-271
Number of Pages: 4
Amount: 200.00
Order#:
By: BH
CALLED FOR W
WOOD
i6 o
12 m N
cO
N m
0
N
Y N N
..
Z
I
W 15
ice I fA
98
Uj
1 � 1
JQ
m I Q
W J
Q
7
1 RIGHT OF WAY �ARKER FOUND
I
I
OF WAY MARKER IFOUND
50'
100,
i
OF WAY MARKER FOUND
I
0
z
O
R
0
3
cc
N
10' U.E.
W
o yo
:n
o / x S88 04'52"E
114 z
SB8•o7'22"f 25.00'
m _45.58'
Q g 20M L=21.60'
EASE
ENr
St NN88'07'22 \
53.29' C2p
119
Z N N01�55`26"
0 7.69,
V
BLOCK B
C4
N
W
o�
0
in
c
1�
z
I
IN
o
�m
�
°o°
ILA
VISIBILITY
EASEMENT
S88'04'51"E 103.63' S87.08'47"W t0D.00' 1
LOT 7
5,175 SQ. FT.
M I
'Sg5'20'31"W 100.00' n 11 ; LOT 13 0 1`or 254'04"W 100.00' ' I $79,5p'g6•yi 100 f
(; c3 I I `� LOT 2 `b" J 5,346 SQ. FT. 1 r ' 0 58 ' n a
n LOT 5 N 1; 1� W 1 6
z "' I 5,325 SQ. FT. C 1 1
I 5,436 SQ. FT. r LOT 19 I o Co \ �
S88'04'51'E 109.88' S83'11'39'A 100-00• 1 10' U.E. 100,00' 5,529 SO. FT. I' A ` 5'77OT 8� r
r r 10' U.E. 1 II21.29"W �, 10' U.E. " 1�opa'
$/ / LOT i g LOT 14 ' lIo N r1 LOT 4 s7s"�2o2"W 1°0' 1 \ S1,p1,2�w a
/ 5,830 SQ. FT. 5,345 5Q. FT. 1 tO a 1 )I \ N \
i/ 10p.Od 5,436 SO. FT. r- `t7
�/ S8804'51'E 119.27' N 57970011 \ LOT 20 \ \ �� \ LOT 9 a
NITARY SEWER AO56
I 1 p0' r 5,529 sq. FT. 10' U.E. ao\ \ 5,613 SQ. FT.
N52'47'29"W 20' SANRARY SEWER L=22.76' EASEME \ 28"'N 100•
11.26' EASEMENT L=20.54
-- — �---------- 41•W100.00 I S15`r od \0 1bs
N8810442 W 158.94' COMMON AREA
LOT 21X LOT 3 S10 \ a
2,138 SQ. FT. r 5 LO 8Q 5 \ \ 5,43fi SQ. FT. " LOT 21 \ \ \\ \ LOT 10
5 000 SQ FT.
DRAINAGE EASEMENT
COMMON AREA
LOT 19X
133,986 SO. FT.
2 00' ------
12.00' N88'04'51'W 268.66'
S88'04'51"E 242.04'—
COMMON AREA
LOT 43X
2 760 SQ FT
- ' OT 18 --
5,529 SQ. FT.
} 10o p° F, -'v, 5.326 SQ. FT. \ so
rh S13A233"W 1p0 0 ` \\ \ 51°2S 6 17.09'
LOT 2 y ' S61 °636 c�'o\
5.287 SO. FT. m ��' LOT 11
LOT 1 \ �, o. `� LOT 22 \ $ , \ 5,000 SQ. FT. '
a 5,353 SQ. FT. °0 a 5,ODO SQ. FT. N�00 9�
a Cfi
\\� �$. N�DD \' \ $
52o6\ 1�36w
9� \ LOT 1 p as BLOCKS \coM
s6
a LOT 17 \ \ `"a a, \ 5,206 SQ, FT. �w �� 'Z3y'
5,224 SQ. FT. F a \ \ d� 561 1.� y LOT 12 $
N� Mp�sF� 5,000 SQ. FT. °p a
p�
a� •`r._ �1.06'S6 m \`�. ','�.,. \ � � � ,I.d536 � SSTs3?4" \ S61 c� `�r
\ \ \ S6 4
LOT 18 \ j /' \ LOT 13
6,500 SQ. FT. 11
:o \ 5,000 50.
1414
1�� }ko . 5� �6 .�,,�°�° \\ ti \ BLOCK F
ZappO Ss� obi \$oo \ \ LOT 14
5,000 SO. FT. Op
LOT 12 \ \ Jr.
��O 5,000 SQ. FT.
�NG�� 9 Ss
Cfi soy; f a q� 1 w\\$ \ LOT 15
�
i \ LOT 11 Ss \ \ 50 \ \ 5,000 SQ. FT. Op
13
U.E_ / / �\ r \ \\ \ 51000 SQ. FT. 5,0000 SQ. FT. \\ \ $\\ \1,�3s�w 10p
i
C64
12.00'
S88'04'51"E 238.59'
25.00'
70.77' 14—
--
--- }3,---- ---
°f
VISIBILITY y�
`ci
EASEMENT .�
10 U.E.
8
1
9
co
I
1
0
OT�
Z
y
14L290 I
a
O
W)
LOT 25
11,929 SQ. FT.
/
— L'6544
O
0
is
'r
\
/ COMMON AREA
\
N88'04'51'W 96.43'
LOT 41X
\
20' WATER L=11.99'
1,906 SQ. FT.
EASEMENT 8,13'
N8804' 1"W
N88'04'51"W 95.00
I
25.01Y
I
LOT 24
10
4,752 SQ. FT.
10' U.E.
I
IL0I
by
N88V4'51"W 95.00'
��'1
LOT 23
I
I o
EN• 1 S8BV4'51'E 1oo.00'
4,750 SQ. FT. I
N88'04'51"W 95.00'
LOT 22 m (
I 0
Ci
'�
0
m
4,750 SQ. FT. N I
M
I
rn
W
vrn
N88'04'51"W 9&00'
I
C "
LOT 21
4,750 SO, FT.
10' U.EI
N88'04'51"W 95.00' I
LOT 20
1
I o
o�
3
"
4,750 SQ, FT.
i te)
M
I
N88 04$1'W 95.00'
I
50'
LOT 19 I
I g
19
4,750 SQ. FT. I
i
O
U
N88.04'51"W 95.00,1
1
I
IgI
LOT Is
4,750 SQ. FT.
'�
II
N88'04'51'W 95.00'
I
1
1
L500
IO
4 SO FT I
I d
•
I
0
LOT 27
to
5,000 SO. FT.
to
S88'D4'51 "E 100.00'
M
of
1
8
ci
to
o
5 ,0 SQ.sa
P i
c
S8BD4'51"E 1DO.00'
Z
I
sI
to
LOT 29
1
I 5,000 SQ. FT.
S88'04'51 "E 100.00,
I
J
m
i
,
9I (N
LOT 30
$ '
5,000 SO. FT.
I I
S88'04'51 "E 100.00'
I
iLOT
31
I
5,000 SQ. FT.
Ln
S88'04'51'E 100.00'
of I
53
LOT 32
SO. FT.
o
0
to
5,000
11
S88'04'51"E 100.o0'
RPM XCONSTRUCTION, LLC
CALLED 108.047 ACRES
DOCUMENT NO, 2018-22872
O.R.D.C.T.
19.
$"w 1� \�' \ \ LOT 16
LOT 10 561 \ to \ 6,191 SQ. FT.
5,000 SQ. FT. 5,�000 8Q.4FT. \ \ 9-S `off \ 10' U.E.
S8834'31 "E 69.68'
LOT 1 \ \ pb oo. ,�6'w Nd° \�� pp2 129.42 50.00
/ i Z 5,101 SQ. FT. LOT 9
v N 0 0
i ' \ 5,000 SQ. FT. LOT 1510 U.E.
0' U.E. N "E $1,� \ 10' U.E. y� 5,000 SQ. FT. \ �' LOT 17 C. 0 8
N6106 s \ $.\ \ +w N0°. `b NJ, M N�aO W
�1,� $ az* w \ \ % o. 10,637 SQ. FT. N LOT 18 S t
N LOT 2 \ \$. �a�'.$ \ \ LOT 8 ss1'°s \ \$. o C o 5,00o SQ. Fr. Ln
5.189 SQ. FT. Z ' LOT 16 a
PHASE 1 \ C \ 5,000 S0. FT. cr \ _z 20' B.L. N
\1 $ 5,000 SQ. FT. -- _
54.076 ACRES o *� N0000 w3 09 $\ M 10.00'
6.6r�61 •g6 \ o.\ \ p5 w 'w N0°. \ `$ s \ Nssg . 74.23' 1 50.00'
LOT 3 \ \\ \ \ LOT 7 S61 \ a� 80' 7Y N88'34 31 W 134.23 0
5,000 Sq. FT. \ 5,000 SQ. FT. LOT 17 \ \ HIDEAWAY LANE 1
5,000 SQ. FT.
100p0 \ $\\ \ w '� 0� \ \ s•E cs3 S88'34'31"E 91.07 L 1
" N
61�y E \ cJo` \ y \ S61 �3s $ • y6"w 1� r, \ `� Ns1?�3 .k� S88'34'31'E 91.07'
LOT 6 �\ \$ ti 81.07' a,— J
LOT 4 \ \ \ \ 5,000 SO. FT. LOT 18 c \ yeti — — — — — — — 10.00
5,000 SQ. FT. a jr;. �\ ``'o. 5,000 SQ. FT. �' —
N°°0° m " N0000 1�00 20 B.L. g
w \
E a \
BLOCK H$ 561 �3s w \\S \ LOT 1
LOT 5 T 19 3
LOT 5 LO\ \ \ 8,507 SQ. FT. N
�01
5,000 SO. FT. \ o-, \ P BLOCK I \ 5,000 SQ. FT. � 5,000 SQ. FT. \ -gym'
Cn
BLOCK G \ \ \ LOT 4 Ss \ \ a� 66.46 S883431 E 100.00
5,000 0T 6� \ $\\ 5.000 SO. FT. LOT 20 \ \ 116.46 50.00'
• 5,000 SQ. FT. �•
c30'
N6 y�6 10' U.E. $ \ s61 w �. }wN�
\ \ $ � \ \\$ \ S \
\ �° \\ 5; 00 SO. Set
LOT 7 LOT 21 LOT 2 \\ 8
5,000 50. FT. �\ $ \ \ 5,000 SO. FT. \ \ W LOT 3
9,341 SO. FT. a, 5,000 SQ. FT.
Nrp \ \\ 10, U.E. — —g 20' B.L.
LOT \ \ \ \ LOT2 ss1 ------ ----
\ \M
5,000 SQ. FT. NSS'g , 61.28' 50.00'
a 5,000 SQ. FT. \ \ �\ \ 1p
LOT 22 \ \ .3 \ rE `� N88'34'31"W 121.28'
6,524 SO. FT. ) .,�• 80 w
°s / ^� NORTH HAVEN WAY
G3
1 �'� N
$f 2 S88'34'31'E 88.96' —
LOT 9 \ 9a 9,3 65.86 :iv
\ \ LOT 1 e� �'' S�' N1
5,000 SQ. FT. \ \ 6,450 SO. FT. NO `�. %N �� S8834'31"E 89.38'
' 'V11k39� 0' ^ — — 74.75'— — 14
00.
BLOCK A LOT 10 \ Ns _ •� �N ,o' I.I.E.20' B.L. g
5,000 SQ. FT. \ \ 1 .1,g, Ns1•06 .� 1�'�6 i�.L 10' U.E. 9 LOT 1 3
/,0p"E 1p0 \
7,649 SQ. FT. TA
) $ tj6l db \ Q \I o N
i LOT 11
�1 In ` n 1
� DRAINAGE EASEMENT 5,000 SO. FT. \ ti v i '%
_ I
COMMON AREA fi
E 5
"N��9.73' h \ *100.p0' I- LOT 12 1 65.25'
LOT 42X $ Ns1•of° L-16.14' �\ N75 1E 7,272 SO, FT. 1 II N88'34'31'W 75.89'
418,753 SQ. FT. .E Nd0p0
m N82'01'17E 100• ` BLOCK K
\ r 1 'r LOT 11 �. 1 _$ LOT 2
1 1 7,513 S0. FT. I N I 6,847 SQ. FT.
rr
LOT 12 LOT 13 i
> t
car 6,451 SQ. FT. I n S.
o I I r''', o' w l 11 q' 5,591 SO. FT.
�_! N87nS39'E 100.00' 1 20' B.L.
0
0
,
3
N
N
FM 2931
LOCATION MAP
NOT TO SCALE
50' 0' 50' 100'
SCALE: 1 " = 50'
LEGEND
O FOUND FENCE CORNER POST
0 FOUND RIGHT-OF-WAY MARKER
• SET IRON ROD "COLE"
D.R.D.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L. BUILDING LINE/SETBACK LINE
CENTER LINE
DENOTES STREET NAME CHANGE
COLE DESIGN GROUP, INC.
PROJECT NO. 17-0189
Ll�RMAN
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS NO. 6381
DATE OF SIGNATURE JULY 22, 2020
.OF
....AA .....1—
TERRY WESTERMAN
..1...................
6381
��•9 ��FEss��:�'p��
0
W
pG -
i 0=
� �,en��
� fn a a cue _3 6,0 d p c
t] ua Ica +n u.. cs
+
0 1°LAw
z g
<J t
\CIC
EC _
Il m
ZZ � Om O1'n
N C C ,
O T51
J
_j0.
WAS
\lieZ a
%ZD 2" <;
lL C C
W gmJ J
� Or
\ � 41 N
Z LLI
'aaa.
W Dov
z�O,2�a:
0N00u
W zmm?
0 w n .p
2: N N OxJ
DRAWN BY
JH
CHECKED BY
BB/TDW/DLJ
DRAWING SCALE
1 " = 50'
DATE
7/22/2020
Job Number
17-0189
Sheet Number
30F4
000FINAL PLAT
THE ENCLAVE AT
PECAN CREEK, PHASE 1
_; 54.076 ACRES
188 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
LOCATED IN
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY. TEXAS
Filed for Record
in the Official Records Of:
Denton County
On: 8/6/2020 4:02:24 PM
In the PLAT Records
THE ENCLAVE AT PECAN CREEK I
Doc Number: 2020-271
Number of Pages: 4
Amount: 200.00
Order#:
By: BH
ff
FOUND CALLED FOR FENCE CORNER
50'
100,
I
C
I Cy �
O
ILL o
I
IIr
�U
00
(o
Q Z
t»co, ENS
�Q JQ
m a
co IJ
Q I�
7
ai
CALLED FOR WOOD RIGHT OF WAY MARKER FOUND
P.O.B. BEARS S66'58'49"E
1.52' FROM A WOOD
R.O.W. MARKER FOUND
FOR REFERENCE
S88'3446'E
_-45.00' _
T 25.00'
W� W
F
N N
0'
8'04'51'E 50.00S0155'09'W 10.0
'
W ,--S88'34'46"E 35.96'
ep�
O N
C3 =" ,cif.
20' L S8810e51"E 95.00' z
BLOCK C I
1,
I
LOT 2 I
I
10
o
"
I
59 4,750 SQ. FT.
ISO
3
c"
8I
in
�'•
LOT 2
I
S88'04'51"E 95.00' I
I
to
LOT 1 7,932 SO, FT,
I N
o
z (
15,080 Q. FT. o
I N
t
J
w LOT 1 m
i
I
V!
I m
l
o
I Q0
51911 SQ. FT. N I
I�
0
10 t? E
O
U
VISIBILITY
EASEMENT 10, B.LO' U.E.2�L
•d''
4,
--'-
`�g9 C2
ASPEN 2931, LLC
CALLED 116.932 ACRES
DOCUMENT NO. 2018-146689
O.R.D.C.T.
RPM XCONSTRUCTION, LLC
PARCEL 1 CALLED 9.928 ACRES
DOCUMENT NO. 2018-26516
O.R.D.C.T.
S88'34'46'E 241.62'
35.65' 55,97' 1 50.00' 50.00'
LEGEND
O FOUND FENCE CORNER POST
FOUND RIGHT-OF-WAY MARKER
SET IRON ROD "COLE"
D.R.D.C.T. DEED RECORDS OF DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. OFFICIAL RECORDS OF DENTON COUNTY, TEXAS
U.E. UTILITY EASEMENT
B.L. BUILDING LINE/SETBACK LINE
CENTER LINE
DENOTES STREET NAME CHANGE
sow'" " BLOCK D � o o g g
A $
.P tC Ql Ui$ O
LOT 5 �• LOT 6 m LOT 7 4 7� 8� LOT 9 3 LOIS
10
LOT 4 % 6,029 Q. FT. '0 5,527 SO. FT. 5,044 SQ. FT. Zn 4,927 SQ. FT. zo 5,000 SQ. FT.
N$p� 6,592 Q. FT. N N 20' B.L. N $ o
t LOT 3 c'-a L=50.03 L=26.81' 23.20' --50.00 14. L - - - - -
7,659 Q. FT. / ,
J 1=`�0.03 C25 N8834'46'W 87.76' 35.44 50.00 24.56'
p3" N0125'14'E N8834'46'W 110.00
i 5.00' S8834'46"E 197.76'
�zya� C66 - -
_�1 p�c 27 s6 2 146`E k yA �'N
,yd S8834'46'E 100.00'
E C L-62.64' >f ; �9F �� J`-
s 14,
10' B.L.
765
r• C,
O C
a
rn
VISIBILITY
"'\ F x
( T_ 10, O.L.
I
I
S88 04 51 E 1Do. Do
5,000 SQ. FT. I I ,n
1
IcUJI
I 0, $ LOT 6
I
I
l
"
o
'
I f?
LOT 7 n '"; 6,705 Q. FT.
I
i °'n'
I 50.00'
I 'nl I
N88'o4'S1`W 100.00'
N
I N88'04 51 W 100.00 '
j,.EEASEMENT
s
1 6,637 SQ. FT.
$ NSSro4'51"w 100.00,
I
I
LOT 10
5,000 SO. FT.
, i t.
g LOT 14 m 18 6
o
.,
0'9I
l
m LOT3 $
I
1 50'
1 S88 04'51'E 100.00'
'� CO 1 I S88V V51'E 100.00'
a; L
Nw 'n 5,000 SQ. FT. N I i
o
I
'n N 5,000 Q. FT. n
f
I
I
c
�j
I
I
O
C
I
<
_
I
Svc
r
xi
PHASE 1
� In
54.076 ACRES
1
I
DRAINAGE EASEMENT
COMMON AREA
LOT 19X
133,986 SO. FT.
I
l
n 10' U.E. 1
W �
o O Ln ^h
iv z S88'04'52"E
S88ro722"f 25.00'
n 45.58' 1
o
L=21.60'
g 2EASE
�
cvN88'07'22`W
J
\
g
53.29
\ C20
\
ro
c�v
�
N01*555'26!!E'
=
^
7.6W
0
z
8
BLOCK B
I e "' I �S' o z o l
O N
$ o o in tn 9 1 N88'04'51"W 100.00'
,n LOT 9 m I I o rn$ I In-
to N88'04 51 W 100.00 I N
I 5,000 SQ. FT. i s LOT 9
NI I� glin P �'I I Z W
1 50 O Q. FT. IR N88V4'51"W 100.00, Z z z I 5.000 SQ. FT.50.00' LOT 1S I I a I 1� LOT 4 $
I I S88'04'51`E 100.00' 5,000 SO. FT. I W M 1 I 5,000 SQ. FT. $
S88'04'51'E 100.00' W t o � I I ¢W z
LOT 10 $ 3 rA m V N88.04'51"W 100.00' g, in I I $ W I o N88'04 51 W 100.00 I I
I I s S,000 Q. Fr. 13 1 N LOT S $ I v o
W
g I LOT 5 Z 5 000 SO. FT. $$ o W o
5,000 SQ. FT. c N88 04 51 W 100.00' S I I ( LOT 16 I �' a c I I LOTS $
I( I S88'04'S1"E 100.00' $ 5,000 Q. FT. I 19 I 5,000 Q. FT. n
S88'04'51'E 100.00' $IR s
Z M I I _ 1 50' 1
I cC4 5,0677 SQ. FT. 1 M I o I N88'04'51'W 100.00'
00 l N ( I I N N88'0451 W 100.00 N 10 1
"' I LOT 4 � L=11.77' L=10.34' 1 5,1 9 S. FT. -9
5,004 SQ. FT. LOT 17 LOT 6
n N8853'53'W 100.00 I I BLOCK E 5,261 Q. FT. I ^ I I 5,284 SO. FT.
1 588'04 51 E 100.45 N ( I N N I OD
Ln
o I N89'40'27W 100.00' N J
$1 LOT 12 I } I o 58856'06'W 100.00' I I S8W40'10'W 100.OV
1 5,350 SQ. FL J I I I w r LOT 7 o K
C; J r I LOT 6 _� I �i I I I o c
LOT 3 �, o I
' I I 5,089 SO. FT. I nu' 5,436 SQ. FT. - N 11
S88b4'51'E 103.63' 387'OW4'7" W 100.00' 1 �- -- 0T 48- g+ -- - SQ. FT. c„
J-__-__
5,529 Q. FT. I
I a
I m I; I S85'20'31'w 100.00' W II
r
o 11
01 I a d LOT 13 `� oo'
o N LOT 2 0 5,346 SQ. FT. I I r l o S82'S4'Q4•W jp0'� 1 1 579.50,46•W 100• r
$( 5,325 Q. FT. o I I r I I LOT 5 N l a c� � 1 BLOCK F
I I 5,436 Q. FT. 1 N cr
S88'04'51"E 109.88' '
LOT 19 0
I S831139'W 10' UOE. r 10' U.E. r LOT a
1r 5,529 SQ. FT. 1 b,1
1 1 c�8021'29'W 10°.00 v: UI 5,775 Q. FT.
III / LOT 1 4� LOT 14 1 1 1 N I o �°o•oo' 1 \ 1 o u E. • 00
5,830 Q. FT. 5,34s SQ. Fr. 1 1 r 11 LOT 4 s is'52 02 w S1,,p1, 22 w
100.0d , 5,436 Q. FT. r \
�_� S88'04'S1'E 119.27 " - 4'31"W
/�N52'4729`W 20' SANITARY SEWER
11.26' EASEMENT L=20.54'
NI!i0 42"W 158.94' COMMON AREA
LOT 21X
2,138 SQ. FT.
9
3� L-20.00' 1 LOT 20
SANITARY SEWER �' 5,529 SQ. FT. 10, U.E. \ \ LOT 9
12.76' EASEME 1 •w 10°•0� 1-�. 5,613 SQ. FT. ds
39,41•w 100.°0' 1 \ 515.2228
1 1 LOT 3 51
LOT 1S \� o \ ` 5,436 Q• R• \ a �• a
5,346 Q. FT. , 1 c� r �, LOT 21 \ \ a �p �cs \ 5,000T Q. o .
5,326 SQ. FT. "�, C \
C.
\
2-J
-10.00'
RPM XCONSTRUCTION, LLC
PARCEL 2
CALLED 41.1077 ACRES
DOCUMENT NO. 2018-26516
O.R.D.C.T.
RPM XCONSTRUCTION, LLC
CALLED 108.047 ACRES
DOCUMENT NO. 2018-22872
O.R.D.C.T.
Curve Table
Or" /
LWO
Radko
Delta
Gard Dhectlon
Chord L.wO
C1
136.19
450.00
17'20'23'
N82-45-02"E
135.67
C2
175.53
580.00
17'20'23"
N82'45'02"E
174.86
C3
140.73
325.00
24'48'33"
S1029'08'E
139.63
C4
3.24
85.00
2'11'14"
S8728'54E
3.24
C5
6.08
135.00
23452'
N87'17'05'W
6.08
C6
312.98
1215.92
14'4453"
NO8'46'50"E
312.12
C7
56.84
125.00
26'03'19"
N14'56'48'E
56.36
C8
58.12
125.00
26'38'22"
S14'39'16'W
57.60
C9
223.98
50.00
256'39'27"
N53'00'22"E
70.45
CIO
20.07
15.00
76'39'27"
S36 59'38'E
18.61
C11
34.87
75.00
26'38'22'
S14'39'16"W
34.56
C12
31.45
175.00
10'1744"
N22'49'36'E
31.40
C13
58.14
100.00
3318'47"
N74'46'05'E
57.33
C14
29.07
50.00
3318'47"
N74'46'05"E
28.66
C15
20.07
15.00
76'39'28"
S401453'W
18.61
C16
223.98
50.00
256'39'28"
N49'45'07W
78.45
C17
315.50
1240.92
14'34'02"
N08'41'25"E
314.65
C18
132.36
175.00
4320'05"
NO2'08'25'E
129.23
C19
20.07
15.00
76'39'27"
N401453'E
18.61
C20
223.98
50.00
256'39'29"
S49'45'D8"E
78.45
C21
161.90
430.01
211418"
N80'38'05"E
160.94
C22
12.49
45.00
15'54'17'
N06'02'00"W
12.45
C23
313.93
725.00
24'48'33"
S1029'08'E
311.48
C24
357.23
825.00
24'4933"
N1029'08'W
354.44
C25
215.77
430.00
28'45'01"
S77'02'44"W
213.51
C26
185.66
370.00
2W45'00"
N77V2'44"E
183.72
C27
153.38
370.00
23'45'02"
N7932'43"E
152.28
C28
205.68
475.00
24'48'33"
S1029'08'E
204.07
C29
292.28
675.00
24'48'33"
N1029'08'W
290.00
C30
248.98
575.00
24'48'34"
N10'29'08'W
247.04
C31
184.03
425.00
24'48'33"
S1029'08'E
182.59
C32
224.13
275.00
46'41'51"
N0027'31'E
217.98
C33
91.95
300.00
17'33'37"
$14'53'19"W
91.59
C34
61.67
60.00
5853'1 Y
N35'33'09"E
58.99
C35
119.96
104.50
6546'23"
S32'O6'36'W
113.48
C36
61.67
j 60.00
5853'17"
N28-40.03-E
58.99
C37
36.35
225.00
9'15'21"
N71'44'16'E
36.31
C38
77.23
250.00
17'41'56"
S79'43'33'E
76.92
C39
61.67
60.00
5853'16'
S4125'58'E
58.99
G40
74.40
104.50
40'47'25"
N32'23'02"W
72.04
C41
61.67
60.00
58'53'15'
S2320'08'E
58.99
G42
77.86
250.00
1750'38"
S15'01'49"W
77.54
C43
241.43
325.00
42'3347"
NO2'31'34"E
235.92
C44
36.14
175.00
11'50'00'
S73101'35'W
36.08
C45
316.38
525.00
34*31'40*
NO2'26'02"W
311.61
C46
243.64
135.00
103'24'18"
S3652'22'E
211.90
C47
230.47
192.50
68'35'51"
S54'16'37'E
216.95
C48
113.84
192.50
33*53'OCr
S02'56'29*W
112.19
C49
271.73
425.00
36'37'59"
N01'34'00"E
267.13
C50
175.12
575.00
1726'59"
N0929'29" W
174.44
C51
153.40
85.00
103'2418"
S36'52'22'E
133.42
C52
86.49
575.00
8'37'06'
N10'31'14"E
86.41
C53
61.67
60.00
5853'16"
S87733'19'W
58.99
C54
121.77
104.50
6645'48'
N83'37'03"E
114.99
C55
61.67
60.00
58'53'15"
S79'40'46'W
58.99
C56
92.67
300.00
17'41'55"
S79'43'33'E
92.30
C57
99.79
55.50
103'00'54"
S3223'02'E
86.88
C58
j 248.93
55.50
256'59'06'
N32'23'02"W
86.88
C59
43.61
75.00
33'IW47"
N74'46'05'E
43.00
C60
84.95
275.00
17'41'55"
S79'43'33'E
84.61
C61
41.89
200.00
12'00'00"
N73'06'36"E
41.81
C62
19.34
90.00
12'18'53"
N85'16'02"E
19.31
C63
29.71
70.00
24'18'53"
N79'16'02'E
29.48
C64
22.81
52.67
24'48'28'
N79'30'55E
22.63
C65
204.19
400.00
29'14'53'
N77'17'56'E
201.98
C66
200.71
400.00
28'45'01"
N77'02744`E
198.62
C67
46.49
100.00
26'38'22'
N14'39'16"E
46.08
C68
68.21
150.00
26'0319"
N14'56'48'E
67.63
C69
85.64
275.00
1750'38"
N15'01'49"E
85.30
C70
244.51
300.00
46'41'52"
N00'27'31"E
237.80
C71
303.10
700.00
24'48'33'
N1029'08'W
300.74
C72
32.34
70.00
262826'
N11*19'05"W
32.06
C73
198.52
110.00
1032418'
N3652'22"W
172.66
C74
362.09
550.00
3T43'12"
N04Vl'49"W
355.58
C75
194.85
450.00
24'4833`
N1029'08'W
193.33
RA 2931
RD.
R
I
LOCATION MAP I
NOT TO SCALE
50' 0' 50' 100'
SCALE: 1 " = 50'
OF
•..............
COLE DESIGN GROUP, INC. TERRY VVESTERMAN
PROJECT NO. 17-0189 �����������"
6381 Q;
SSXO?•�Q-
�O SUR\
TER -- STERMAN ---
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS NO. 6381
DATE OF SIGNATURE JULY 22. 2020
w y
Dc
b
E~
+ 3' V o
Ono
Cr CC
_3`h r+t ry v Q O * '>
D. C.2 t
C u has u 4� V 0
cn 4'
+ a ep
a
n E c
lL CD o
z m 01 pw=�
< F-1
0 a E 7
\LL�(D _3
i'
A
l7 E'^ `^
Z=av
5=c`mm�
W a1- -
i N 2 `0
C C 2 °
ZA0 2
cwJu
Zw020 S
ao.CL a
T w w
W y O O
Z _v'2 w
WCo
Vl N N
>a�d
V FFHv
JH
::"Aa
DRAWING SCALE
1 " = 50'
DATE
7/22/2020
Job Number
17-0189
Sheet Number
40F4
FINAL PLAT
THE ENCLAVE AT
PECAN CREEK, PHASE 1
54.076 ACRES
188 RESIDENTIAL LOTS
15 NON-RESIDENTIAL LOTS
THE WILLIAM LUMPKIN SURVEY,
ABSTRACT NO. 730,
TOWN OF PROVIDENCE VILLAGE,
DENTON COUNTY_ TEXAS
Filed for Record
in the Official Records Of:
Denton County
On: 8/6/2020 4:02:24 PM
In the PLAT Records
THE ENCLAVE AT PECAN CREEK I
Doc Number: 2020-271
Number of Pages: 4
Amount: 200.00
Order#:
BY: BH