SA0385ALAND DESCRIPTION
SA0385A G01, C51, S02
PHASE Ill DEVELOPMENT
WHEREAS. RPM XCONSRRUCIION, LLC. ARE THE OWNERS OF A TRACT OF LAND LOCATED IN THE WILLIAL LUMPKIN SURVEY, ABSTRACT NO. 730. DENTON COUNTY, TEXAS, BUNG PART
OF A GAITED 108.047 ACRE TRACT OF LAND DESCRIBED IN THE WARRANTY DEED WITH VENDOR'S LIEN TO RPM XCOWTRUCTON RECORDED IN DOCUMENT NO, 201822872, OFFICIAL
RECORDS, DENTON COUNTY, TOWS (OAD.C.T), AND BEING MORE PARTICULARLY DESCRIBED HEREIN AS FOLLOWS:
BEGINNING AT A 5/8 INCH IRON ROD WITH CAP STAMPED 'COTE FOUND FOR THE SOUTHEAST CORNER OF LOT 10. BLOCK M, THE ENCLAVE AT PECAN CREEK. PHASE i ADDITION AS
RECORDED IN DOCUMENT NO. 2020-271. O.R.D.C.T. AND THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED TRACT AND BONG IN THE NORTH LINE OF A TRACT OF LAND
DESCRIBED IN DEED TO MICHAEL E. MIZELL RECORDED N VOLUME 660, PAGE Ago, DEED RECORDS, DENTON COUNTY, TEXAS (DA.D.C.T.);
THENCE WITH THE EASTERLY UNE OF SAID PHASE 1, OVER AND ACROSS SAID 108.47 ACRE TRACT THE FOLLOWING COURSES AND DISTANCES:
NORM 01 DEGREES 25 MINUTES 29 SECONDS EAST, A DISTANCE OF 150,00 FEET TO A 5/8 INCH IRON ROD WITH CAP STAMPED 'GOLF' FOUND (TYPICAL) FOR CORNER;
NORTH 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 13.17 FEET TO A 5/8 NCH IRON ROD WITH CAP FOUND FOR CORNER;
NORM 01 DEGREES 25 MINUTES 29 SECONDS FAST, A DISTANCE OF 100.00 FEET TO A 5/8 INCH IRON ROD WON CAP FOUND FOR CORNER;
NORM 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 4.31 FEET TO A 5/8 NCH IRON ROD WITH CAP FOUND FOR CORNER;
NORTH 04 DEGREES 00 MINUTES 21 SECONDS EAST, A DISTANCE OF 100.24 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER AT THE BEGINNING OF A CURVE
TO THE LEFT WITH A RADIUS OF 135.00 FEET;
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 6.05 FEET. VAIN AN INTERIOR ANGLE OF 2 DEGREES 34 MINUTES 52 SECONDS, A CHORD
BEARING SOUTH 87 DEGREES Il MINUTES D5 SECONDS EAST. AND A CHORD LENGTH OF BOB FEET TO A 5/8 INCH IRON ROD WITH CAR FOUND FOR CORNER;
NORTH 01 DEGREES 25 MINUTES 29 SECONDS EAST, A DISTANCE OF 50.00 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO
THE RIGHT WITH A RADIUS OF 85.00 FEET;
NORDPMESiERLY ALONG SW CURE TO ME RIGHT, A DISTANCE OF 3.24 FEET, WITH AN INFERIOR ANGLE OF 2 DEGREES 11 MINUTES 13 SECONDS, A CHORD BRINING NORM
67 DEGREES 28 MINUTES 54 SECONDS WEST, AND A CHORD LENGTH OF 3.24 TO A 5/8 INCH BRON ROD WITH GAP FOUND FOR CORNER;
NORTH 01 DEGREES 25 MINUTES 29 SECONDS FAST, A DISTANCE OF 199.94 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 1.10 FEET TO A 5/5 INCH IRON ROD WITH CAP FOUND FOR CORNER,'
NORTH 01 DEGREES 25 MINUTES 29 SECONDS FAST, A DISTANCE OF 150.00 FEET TO A 5/8 INCH NON ROD WITH CAP FOUND FOR CORNER;
NORM 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 10.63 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
NORTH 01 DEGREES 25 MINUTES 29 SECONDS FAST, A DISTANCE OF 1D0.00 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
SOUTH 88 DEGREES 34 MINUTES 31 SECONDS EAST, A DISTANCE OF 4,63 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
NORM 01 DEGREES 25 MINUTES 29 SECONDS EAST, A DISTANCE OF 150.00 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
NORM 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 100.00 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
NORTH 01 DEGREES 25 MINUTES 29 SECONDS EAST, A DISTANCE OF 250.00 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER;
NORM 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 69.98 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR THE SOUTHEAST CORNER OF LOT 16,
BLOCK F OF SAID PHASE I;
NORTH 22 DEGREES 53 MINUTES 24 SECONDS WEST, ALONG THE EAST UNE OF SAID LOT 16. A DISTANCE OF 34.50 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR
CORNER;
THENCE DEPARTING THE EASTERLY UNE OF SAID PHASE i AND CONTINUING OVER AND ACROSS SAID 108.047 ACRES TRACT THE FOLLOWING COURSES AND DISTANCES:
NORTH 67 DEGREES 06 MINUTES 36 SECONDS EAST, A DISTANCE OF 125.26 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER AT THE BEGINNING OF A CURVE TO
THE RIGHT WITH A RADIUS OF 75.00 FEET;
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE NIGHT, A DISTANCE OF 22.56 FEET. WITH AN INTERIOR ANGLE OF 17 DEGREES 14 MINUTES 15 SECONDS, A CHORD
BEARING OF SOUTH 79 DEGREES 57 MINUTES 39 SECONDS EAST AND A CHORD LENGTH OF 22.48 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER;
SOUTH 88 DEGREES 34 MINUTES 46 SECONDS EAST, A DISTANCE OF 657.40 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER AT THE BEGINNING OF A CURVE TO
THE LEFT WITH A RADIUS OF 75.00 FEET;
NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT. A DISTANCE OF 117.16 FEET, WITH AN INTERIOR ANGLE OF 89 DEGREES 30 MINUTES 05 SECONDS, A CHORD
BEARING NORM 46 DEGREES 40 MINUTES 11 SECONDS EAST, AND A CHORD LENGTH OF 105.60 FEET TO A 5/8 INCH IRON POD WITH CAR SET FOR CORNER;
NORTH 01 DEGREES 55 MINUTES 09 SECONDS EAST, A DISTANCE OF 75.66 FEET TO A 5/8 INCH IRON ROD M7TN CAR SET FOR CORNER;
SOUTH 88 DEGREES G4 MINUTES 51 SECONDS EAST. A DISTANCE OF 100.01 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER;
NORTH 01 DEGREES 55 MINUTES 03 SECONDS EAST, A DISTANCE OF 250.87 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER;
SOUTH 88 DEGREES 34 MINUTES 46 SECONDS FAST, A DISTANCE OF 265.98 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER;
SOUTH 89 DEGREES 03 MINUTES 58 SECONDS FAST, A DISTANCE OF 440.71 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER IN THE EAST UNE OF SAID 108.047
ACRES TRACT AND WEST UNE OF A TRACT OF LAND DESCRIBED IN DEED TO UNITED STATES CORPS OF ENGINEERS RECORDED IN VOLUME 425. PAGE 533. D.R.D.C.T.;
THENCE ALONG THE EASTERLY UNE OF SAID 108.047 ACRES TRACT AND WESTERLY UNE OF SAID UNTIED STATES CORPS OF ENGINEERS TRACT THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 07 DEGREES 08 MINUTES 55 SECONDS EAST, A DISTANCE OF 15.16 FEET TO A 5/8 INCH IRON ROD WEN CAP SET FOR CORNER;
SOUTH 18 DEGREES 56 MINUTES 00 SECONDS EAST, A DISTANCE OF 600.21 FEET TO A 5/8 INCH IRON ROD WITH CAP SET FOR CORNER;
SOUTH 16 DEGREES 59 MINUTES 33 SECONDS WEST, A DISTANCE OF It99.81 FEET TO A 5/8 INCH IRON ROD WITH CAP FOUND FOR CORNER IN THE NORM UNE OF SAO
MIZELL TRACT;
THENCE NORM 88 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 1368.18 FEET TO THE POINT OF BEGINNING, CONTAINING, WITHIN THE METES AND BOUNDS FEREN
RECITED, 55.965 ACRES (2,437,858 SO. FT.) OF LAND, MORE OR LESS, AND IS SUBJECT TO ALL EASEMENTS. RESTRICTIONS RESIGNATIONS AND/OR CONDITIONS OF RECORD, IF ARY.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RPM %CONSTRUCTION, 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 2. 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 STREEIS 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
LIMBS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BONG 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 ART' 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 ABOVE DESCRIBED STREETS, EASEMENTS, AND RIGHTS UNTO THE TOWN AGAINST EVERY PERSON
WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAM 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 (9B6NIEE), IT
SUCCESSORS AND ASSIGNS, A TWENTY FOOT (20') PERMANENT EASEMENT AND RIGHT-OF-WAY (THE 'EASEMENT'). SUCH EASEMENT BEING AS SHOWN AND DEFINED ON
THE PUT AS SHOWN THEREON TO ACCESS AND USE, OPERATE, INSPECT, REPAIR, ALTER, PROTECT, MAINTAIN, REPLACE, UPGRADE. PARALLEL, ADD AND REMOVE WATER
DISTRIBUTION LINES AND WASTEWATER COLLECTION LINES, IF APPLICABLE, (THE PIPELINES) AND APPURTENANCES, AND ANY OTHER FACILITIES NECESSARY TO SERVE
GRANTOR'S PROPERTY AS WELL AS GRANTEE'S CURRENT AND FUTURE SYSTEM -WIDE CUSTOMERS, (COLLECTIVELY, THE 'IMPROVEMENTS') UNDER AND ACROSS 55.965
ACRES OF LAND, MORE PARTICULARLY DEPICTED AND DESCRIBED ON THE PUT SHOWN HEREIN (THE 'EASEMENT PROPERTY).
GRANTEE SHALL HAVE SUCH OTHER RIGHTS AND BENEFITS NECESSARY AND/OR CONVENIENT FOR THE FULL ENJOYMENT AND USE OF THE RIGHTS HERON GRANTED,
INCLUDING WITHOUT UMBATION: THE REASONABLE RIGHT FROM TIME -TO -TIME TO REMOVE ANY AND ALL SUBSEQUENT 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 THAT SUCH USE AND ENJOYMENT SHALL NOT HINDER,
CONFLICT OR INTERFERE MTN THE EXERCISE OF GRANTEE'S RIGHTS HEREUNDER AND NO BUILDING, STRUCTURE OR RESERVOIR SHALL BE CONSTRUCTED UPON, OVER
OR ACROSS THE EASEMENT PROPERTY WITHOUT GRANTEE'S WRITTEN CONSENT; PROVIDED FURTHER THAT GRANTOR, ITS SUCCESSORS AND ASSIGNS, MAY 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 UNES ACROSS THE EASEMENT ARE SUBJECT TO MUSTANG'S PRIOR
WRITTEN CONSENT.
GRANTEE SHALL CLEAN UP AND REMOVE ALL TRASH AND DEBRIS CAUSED BY GRANTEE'S USE OF THE EASEMENT PROPERTY, AND SHALL REPAIR ALL DAMAGES CAUSED
BY THE GRANTEE'S USE OF THE EASEMENT PROPERTY WITHIN A REASONABLE TIME NOT TO EXCEED FORTY-FIVE (45) DAYS FOLLOWING COMPLETION AND ACCEPTANCE
OF THE IMPROVEMENTS BY GRANTEE. GRANTEE SHALL ALSO RESTORE THE SURFACE OF THE LAND TO A SMOOTH CONTOUR FOLLOWING SAID USE OF THE EASEMENT
PROPERTY, INCLUDING THE RESTORATION OF EXISTING TOP SOIL OR REMOVAL OF SOILS CREATED DURING CONSTRUCTION BY GRANTEE WITHIN A REASONABLE TIME NOT
TO EXCEED FORTY-FIVE (45) RAYS 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 SHALL CONSTITUTE PAYMENT IN FULL FOR ALL DAMAGES SUSTAINED BY GRANTOR BY REASON OF THE INSTALLATION OF THE
IMPROVEMENTS REFERRED TO HEREIN, AND GRANTEE WILL 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 SHALL 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 TO ONE OR MORE ASSIGNEES,
TO HAVE AND TO HOLD THE EASEMENT AND RIGHTS APPURTENANT THERETO UNTO GRANTEE, ITS SUCCESSORS AND ASSIGNS, UNTIL THE IMPROVEMENTS ARE DECLARED
PERMANENTLY ABANDONED BY GRANTEE, IN WHICH EVENT THE EASEMENT PROPERTY AND RIGHTS APPURTENANT THERETO SHALL CEASE AND TERMINATE AND 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 CAM, THE
SAME OR TINY PART THEREOF.
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ANY PUBLIC UDUTY, INCLUDING THE TOWN OF PROVIDENCE VILLAGE, SHALL RAVE THE RIGHT TO MOVE
AND KEEP MOVED ALL OR PART OF ANY SURIXNGS. FENCES, TREES, SHRUBS, OTHER GROWTHS OR
IMPROVEMENTS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE,
OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON ANY OF THE EASEMENTS SHOWN ON THE PUT; AND
ANY PUBLIC UTILITY, INCLUDING THE TOWN [OF) PROVIDENCE VILLAGE. SHALLPAVE THE RIGHT AT ALL
TIMES OF INGRESS AND EGRESS TO AND FROM AND UPON SAID EASEMENTS FOR THE PURPOSE OF
CONSTRUCTION. RECONSTRUCTION. INSPECTION, PATROLLING, MAINTAINING AND THONG TO OR REMOVING
ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE
PERMISSION OF ANYONE
FLOODWAY RESTRICTION STATEMENT:
NO CONSTRUCTION. WONOUT THE WRITTEN APPROVAL OF THE TOWN OF PROVIDENCE VILLAGE SHALL BE
ALLOWED WITHIN AN IDENTIFIED 'FIRM' FLOODWAY AREA, AND THE ONLY AFTER DETAILED FLOOD PUN
[FLOOD PLAN] DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE
IN THE BASE FLOOD E 111ON (BEE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO
OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE
PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE
CONSTRUCTION IS PERMITTED, All FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF ONE FOOT
(1') ABOVE THE 100-YEAR FLOOD ELEVATION. THE EXISTING CREEKS, LASS, RESERVOIRS, OR DRAINAGE
CHANNEL TRAVERSING ALONG OR ACROSS PORTIONS OF THIS ADDITION WILL REMAIN OPEN AT ALL
E AND WILL BE MAINTAINED BY THE INDIVIDUAL OWNERS OF ACES THE LOT OR LOTS THAT ARE
TRAVERSED BY ORE WILL TO THE DRAINAGE COURSES THONG NT ACROSS N D LOTS. THE TOWN ID
PROVIDENCE KLUGE WILL NOT BE RESPONSIBLE FOR THE ARTY O NER AND OPERATION OF SAID
DRANAGEWCHA NE FOR THE CONTROL OF EROSION. EACH PROPERLY CANER SHALL KEEP THE NATURAL
ORAINAGE CHANNELS TRAVERSING OR ADJACENT TO MIS PROPERTY CLEAN AND FREE W DEBRIS, SILT,
OR ANY SUBSTANCE INGRESS
WOULD RESULT N UNSANITARY COF INSPECTION
AND THE TOWN SHALL HAVE
THE RIGHT W INGRESS PAID EGRESS VIER THE PURPOSE OF INSPECTION AND SUPERVISION OF
MNNTENAINCE WORK BY THE PROPERTY OWNER TO ALLEVIATE ANY UNDESIRABLE CONDITIONS WHOM MAY
OCCUR. THE NATURAL DRAINAGE CHANNEL, AS IN THE CASE OF ALL NATURAL BANK (DRAINAGE
CHANNELS, IS SUBJECT TO STOIRMWATER OVERFLOW AND NATURAL BANK) EROSION TO AN EXTENT THAT
CANNOT BE DEFINITELY DEFINED. THE TOWN OF PROVIDENCE VILLAGE SHALL NOT BE LIABLE FOR
DAMAGES OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATINA PHENOMENA. NOR
RESULTING FROM A FAILURE OF ANY STRUCTURE(S) WITHIN THE NATURAL DRAINAGE CHANNELS, THE
NATURAL DRAINAGE CHARNEL CRDSSING EACH LOT IS SHOWN By THE FLOODWAY EASEMENT UNE AS
SHOWN ON THE PUT.
5931T1 A07311A WM I IIPKINS*Q TR 90 R6-11a7A1t_/PART
UTILITY CERTIRCATE
THIS PLAT CORRECTLY PRESENTS THE REWIRED EASEMENTS FOR THIS DEVELOPMENT.
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MUSTANG WATER C��j, 1Y10-MO-956�/G-/
WITNESS MY HAND THE 1.37N DAY OF 11 2021.
RPM SM XCONUC
BY:
NAME: PETE OAWSW
DBIF�RAli77A:.IlAJ�
STATE OF TEXAS nCOUNTYOF COLLIN E�9�
�
BEFORE ME. THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED PEE 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 THHER,EEIIN STATED,
GIVEN UNDER MY NAND AND SEAL OF OFFICE ON THE 11W DAY OF ��, 2021
NOT TO SCALE
200' 0' 200' 400'
SCALE: I" = 200'
:TALL ON PAGE 2
SURVEYOR'S CERTIFICATE
I, DANIEL L JACKSON, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5577. TEXAS DO
HEREBY CERTIFY THAT I HAVE PREPARED THIS PUT FROM AR ACTUAL ON THE GROUND SURVEY
OF THE LAND. AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED
UNDER NY PERSONAL SUPERVISION IN ACCORDANCE WITH SUBDIVISION REGULATIONS OF THE
TOWN OF PROVIDENCE VI 4 TEYAS.
4 IT
4�t�(to
ANIEL L JACKSON. RP. .9. VO
REGSTERED PROFESSION LOUD SJRVEYTIR 4 y
STATE OF TEXAS N0. 5577
W.MwF aJP
STATE OF TEILAS E „
COUNTY OF COLON
BEFORE ME, 1HE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DANIEL L
JACKSON. KNOWN TO ME TO BE HE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND
CONSIDERABON THERON EXPRESSED AND IN THE CAPACITY TFHER�EISTATED.
/�NF
GIVEN UNDER B-BEv>U OFFICE ON THE 1�_ DAY OF
Tlota�v iG 13'[0832e&
CERTIFICATE FOR TOWN COUNCIL APPROVAL
THE TOWN COUNCIL OF PROVIDENCE VILLAGE ON THEdeDAY OF
PLe(VOTED AFFIRMATIVELY TO CONDITIONALLY APPROVE PREPARATION a \/./
PUT SUBJECT TO CONDITIONS ENUMERATED IN MINUTES OF TARS DATE
BY:
ATTEST:
L`
I to I I�
4,000 SF MIN. a Imo,
LOT AREA S
_ _ - LINE {�
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�o un,m �T (ttyiJwl
D(PPICAL' LLOT DIMLNSIONS
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MDH
DLJ
1" = 200'
Filed for Record
DATE
in the Official Records Of:
Denton County
12/02/2020
On: 7113/202111:11:37 AM
Job Number
In the PLAT Records
THE ENCLAVE AT PECAN CREEK
17-0189
Doc Number. 2021-277
Number of Pages: 5
Sheet Number
Amount: 250.00
(Irdet#:
By: CB
1 OF 5
FINAL PLAT
THE ENCLAVE AT
PECAN CREEK
PHASE II
242 LOTS
55.965 ACRES
BEING PART OF THAT CERTAIN TRACT OF LAND
CONTAINING 108.047 ACRES
CONVEYED BY DEED TO
RPM x CONSTRUCTION LLC,
RECORDED UNDER CLERK'S INSTRUMENT
NUMBERS 2018-22872 AND 2018-26516,
OFFICIAL PUBLIC RECORDS,
DENTON COUNTY, TEXAS,
SITUATED IN THE WILLIAM LUMPKIN SURVEY
ABSTRACT NO. 730
THE CITY OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
- -- - - -- - ---------------- -----
Street Centerline Curve Table
\
Curve / Len9th Radius Deita Chard Direction Word length
'
C1 _63.92 50.00 732E N— S7 16 W 59_65
I
I
1
I
I
N88'34'31'W
I ttn'
i
GENERAL NOTES
1. BASIS OF BEARING: GRID REARINGS BASED ON NA) $3, TEXAS NORM CENTRAL ZONE 4202. STATE
I
PLANE COORDINATES, DETERMINED USING A TRIMBLE RIO GNSS RECEIVER, TRIMBLE TSC3
CONTROLLER, TRIMBLE SOFTWARE. AND RTKNET OBSERVATIONS.
\
2. CORNER OF RECORD: RIGHT OF WAY MARKER FOUND IN THE EAST RIGHT OF WAY LINE OF FM
THE
2931 FOLOU R THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF D CONVEYED BY DEED PAUL
\\
E. DAVIS IN INSTRUMENT No. 2005-159546. OFFICIAL RECORDS, DENTON COUNTY,
TEXAS.
3. TOTAL AREA OF PHASE II BOUNDARY = 55.966 ACRE
\
4. FROM ORTHOMETRIC SHAPE FILL LOCATIONS PROVIDED BY F.E.M.A. AND CONFIRMED THROUGH GRAPHIC
L 324'-'-
PLO7TING, PORTION OF THE SUBJECT TRACT FAILS IN ZONE "X7, AREAS DETERMINED TO BE OUTSIDE
THE 0,2% ANNUAL CHANCE ROODPLAIN, PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOW
INSURANCE RATE MAP FOR DENTED COUNTY, TEXAS AND INCORPORATED AREAS, PANEL 265 OF 750,
------___
MAP NUMBER 48121W265G, EFFECTIVE DATE OF APRIL 11. 2011 AND A PORTION FALLS IN ZONE'AY,
SPECIAL FLOW HAZARD AREA SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH BASE
FLOW ELEVATIONS DETERMINED. PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOW INSVRANCE
RATE MAP FOR DENTON COUNTY, -AS AND INCORPORATED AREAS. PANEL 270 OF 750, MAP NUMBER
4812/W27W, EFFECTIVE DATE OF APRIL 18, 2011, FLOWAGE EASEMENT LOCATION IS AS SHOWN BY
THE REFERENCED 537 ELVATION INDEX UNE MENTIONED THEREIN AND WAS CONFIRMED BY A
TOPOGRAPHIC SURVEY PERFORMED ON -THE -GROUND REFERENCED TO N.G.S. MONUMENTS.
5. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION O CITY
ORDINANCE AND STATE TAW AND IS SUB.ECT TO FINES AND WTHHO.DING OF UPUTIES AND
BUILDING PERMITS.
6. LOT IX OF BLOCK N AND 4X OF BLOCK 0 ARE FOR OPEN SPACE, AND MUSTANG SPECIAL
UTIUTY DISTRICT UTILITY EASEMENT PURPOSES.
EXISTING UTILITY
EASEMENT TO BE
7. LOT 2X OF BLOCK N IS FOR OPEN SPACE, DRAINAGE EASEMENT AND MUSTANG SPECIAL
ABANDONED
UTUTY DISTRICT UTILITY EASEMENT PURPOSES.
BY THE THIS PLAT
8, LOT 3X OF BLOCK N, LOT 5X OF BLOCK 0, AND LOT 8X ARE FOR OPEN SPACE AND
DRAINAGE EASEMENT PURPOSES.
9. LOT 6X OF BLOCK 0 AND LOT 7X OF BLOCK 0 ARE FOR OPEN SPACE PURPOSES.
10, LOTS ENDING KITH 'X' ARE NON-RESIDENTIAL, COMMON AREA LOTS. MAINTENANCE OF
COMMON AREA LOTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSMA71ON
(HOA).
11. ALL STREET RIGHT-OF-WAYS ARE 50 FEET IN WOTH UNLESS NOTED OTHERWISE.
12, EXIFRIOR BOUNDARY CORNERS TO BE 5/8-I1ICH IRON RODS WM CAPS MARKED -COLT DESIGN GROUP
j'10193871' FOUND OR SET UNLESS OTHERWSE NOTED. WHEN A RETAINING WALL OR FENCING ARE
LOCATED AT A CORNER, OR A CORNER IS OT14ERVASE UNABLE TO BE OCCUPIED, A CAPPED 5/8-INCH
IRON ROD MAY BE SET FIVE FEET (51 FROM THE CORNER ALONG THE LOT LINE
13, MINMUM FRONT YARD SETBACKS FOR LOTS SHALL BE TWENTY (20) FEET.INTEPoOR SIDE YARD SETBACK
S88'34'31"EJ
FOR LOTS SHALL BE AVE (5) FEET. FOR CORER LOTS, THE MINIMUM SIDE YARD SETBACK SHALL BE _
TEN (10) FEET. MINIMUM REAR YARD SETBACK SHALL BE TEN LO) FEET.
14. 5/8 INCH IRON ROCS WTH PLASTIC CAPS STAKED COLE SHALL BE SET AT THE TIME O RECORDING AT
PLAT CORNERS AND ALL CHANGES OF DIRECTION ALONG ALL STREET ROUT O WAYS AS SHOW)
HEREON.
15. ALL LOT CORNERS SHALL BE SET PRIOR TO ISSUANCE O ANY BUILDING PERMITS.
16. MAINTENANCE OF RETAINING WALLS WTHIN THE PHASE B PLATTED PROPERTY SHALL BE THE
RESPONSIRUTY OF THE HOA.
MATCHLINE PAGE 3
L1IIIIT- LA-�i:MFNT NORTH HAVEN WAY 0Lt o-u; LIAT)1
10' UTILITY EASEMENT
_ __�88'34'31_E 93059'_ ______
SANCTUARY DRIVE -
To3� N g�LOoT
00' S0.0
�cr
70_69
aAaJPo
�\ I
LOT 17•R
103WU SQ. FT.
\QP'
D
0.00' 58.95' c I 0
t&R�' g LOT 18"R
SO.m
. R'� �- 7355 50 FT
� T
-. 0
=19.56 D
- -749. .
N— 21 rn
2 cn
00'
S0—
50 00' 50.00'
50 00'
50.00'
50.00'
(IY
50.00'
4111, ( Ai)
S0.00'L
S0.00 _ _47.
3
'9-`��`$LOT
B FT sv
;
10 N$LOT
S50W so FTC
LOT11 `"$LOT i2 -,`"��
s0 Ern $
�50W S0. FT.'
"I$LOT
$ LOT i3 ;�
�5000 50. FT.F`U
14 -,`�"
$ SO FT.f`�
LOT 1S
$SI FT
$ °i_8
LOT 18 N
g500o
W
$ "
p&p$ �LOI
NK
O SO Fv
2
SOt FT.
S0ppT $ <,',v 7016
3
O
v^=
50.00'
50.00' 50,00'
50.00'
50.00'
50.00'
50.00'
50.00'
50,00,I
_
30
8 LOT 29
$
_Sono so FT
.-
o LOT 28
o � o LOT . F -N
cs000 so. Fr.rl SD, FT-N
o LOT 28 „1
= SOW S0 FT._N
LOT 2S I �'
g SOW SD. FTN
g LOT 24 ;`�
$
o LOT 23 -,`"'�
LOT
SOW SO FT.F1
c50W $0. Fi.f`N
'-
SOW SO FTC
f
�SWO SO R,
0'
S0.00'
5p.00' S0.00
SO.Op'
50.00'
50.00'
S0.00'
S0.00'
S0.00'
S88'34'31"E 978.57'
SOVTFI+UkVEN VW
21!11L-J�-JM14;IVTT F�
NOT TO SCALE
LEGEND
-{$}
BENCHMARK
UTILITY POLE
FOUND IRON ROD
(L®LIGHT T=TRANSFORMER)
®
FOUND STANDARD DISK
GUY WIRE
FOUND WOODEN TXDOT POST
WATER WELL
SET IRON ROD 'COLE"
T!F
DRAINAGE PIPE
PROPERTY BOUNDARY
OVERHEAD UTILITY
ORO.GT. DEED RECORDS DENTON COUNTY TEXAS
0A.D.C.T. OFFICIAL RECORDS DENTON COUNTY TEXAS
50' 0' 50' 100'
ASCALE:
1" = 50'
Filed for Record
in the Official Records Of:
I
ORn10n Count y
/13/2021
On: 711:1137 AM
In the PLAT Records
- LO
THE ENCLAVE AT PECAN CREEK
'�soW 9fI
Doc Number:2021-271
Number of Pages: 5
Amount: 250.o0
■■■
— _
Order#:
BV: CB
a
2a
g
�0
a 2 qq
4)z D
z
z
O Z g
= o
W o�Z �
DRAWN BY
MDH
CHECKED RY
OLJ
DRAWING SCALE
1 " = 50'
DATE
06/23/2021
Job Number
17-0189
Sheer Number
2OF5
REPLAT
THE ENCLAVE AT
PECAN CREEK
PHASE II
248LOTS
55.966 ACRES
BEING PART OF THAT CERTAIN TRACT OF LAND
CONTAINING 108.047 ACRES
CONVEYED BY DEED TO
RPM x CONSTRUCTION LLC,
RECORDED UNDER CLERK'S INSTRUMENT
NUMBERS 2018-22872 AND 2018-26516,
OFFICIAL PUBLIC RECORDS,
DENTON COUNTY, TEXAS,
SITUATED IN THE WILLIAM LUMPKIN SURVEY
ABSTRACT NO. 730
THE CITY OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
1b,
I I_
MU BAN(' Sl,E('IAI U111 If DISIRICI
I I __ �-UItLITY [AST MC NT
--1 yv T111tAl)
I I
I I
PHASE III
(FUTURE DEVELOPMENT)
C
Y, IANc `,l(CIAI Ullllli DISTRICT
I
I I
I I
I I
I I
I I
I
I
UIRIIY tASI MI NI{lir ;I}'AFAIf IN ;r12UMl NI)\;p..
I
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100.01
I
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I
�
'
I
I
I
I
I
I
I
I
R-75.00'
Ls117.16'
- -- - -
CN-N4e'40'11'E
CHL�105 60
'
0 MUYANG SPECIAL U1ILITYDbIRItJ
LA LMLNI
/i11111if
I' tHY 1I11S NIA!)
I
I
I
I
I
n
—Na834'ar'w iN775' _ HIDEAWAY LANE
a'
50.00'
50,00,
r
m
g�
7 0
LOT 18 N
$LOT 19 .
1 I FT 2
��g000 So FT '
_2500D S0. FT.
D
0
--
-
m
)' 50.00' — — 50.00'
Iu' ulluri' EA',ll N813J
LOT 93
50.0o' 50 00 50 00' 50.00'_ _ 5_0.00'_ 50.00' 70.99 p
—
MATCHLINE PAGE 2
LOCATION MAP
NOT TO SCALE
Street Centerline Curve Table
Curve j
LengtT11!0Z
Odtdhow
obeChordLengN
Ct
63.92
73.24
—
N51' 57' 16"W
59.65
50' 0' 50' 100'
SCALE: 1" = 50'
LEGEND
-I#}
BENCHMARK
UTILITY POLE
!�
FOUND IRON R00
(L=LIGHT T=TRANSFORMER)
®
FOUND STANDARD DISK
GUY WIRE
FOUND WOODEN TXDOT POST
WATER WELL
•
SET IRON ROD -COLE"
6F
DRAINAGE PIPE
PROPERTY BOUNDARY
OVERHEAD UTILITY
D.R.O.C.T. DEED RECORDS DEMON COUNTY TEXAS
OFl RECORDS DEMON COUNTY TEXAS
MDH
CLJ
06/23/2021
Job Number
17-0189
Sheet Number
30F5
REPLAT
THE ENCLAVE AT
PECAN CREEK
PHASE II
248 LOTS
55.966 ACRES
BEING PART OF THAT CERTAIN TRACT OF LAND
CONTAINING 108.047 ACRES
CONVEYED BY DEED TO
filed for Record
RPM x CONSTRUCTION Ill
in the official Records Of:
RECORDED UNDER CLERK'S INSTRUMENT
Denton County
On: 7113/202111:11:37AM
NUMBERS 2018-22872 AND 2018-26516,
In the PLAT Records
OFFICIAL PUBLIC RECORDS,
THE ENCLAVE AT PECAN CREEK
Doc Number:2021-277
DENTON COUNTY, TEXAS,
Number of Pages: 5
SITUATED IN THE WILLIAM LUMPKIN SURVEY
Amount: 250.00
Order#:
ABSTRACT NO. 730
Sy: CB
THE CITY OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
0
537 Contour Line Table
Line j
Length
Direction
L8
35.01
N19' 42' 19.57'W
L9
43.14
N12' 13 0357'W
L10
22.63
N12' 14 35 46"E
L11
49.43
N15' 13 27.45"W
L12
30.74
N32' 12 07 72"E
L13
35.05
N28' 07 42.28'E
-L14
146.92
NT 07 37 31"W
L15
42.58
N22' 24' 33.60'W
L16
46.16
N8' 07' 32 99"W
L17
18A8
N14' 01' 47.76"E
L18
40.63
N26' 54' 55.17"E
L19
19.11
N36' 45' 07 4D"E
L20
15.36
N4' 19' 37.60"E
L21
56.30
N36' 03' 56.48"E
L22
56.99
N23' 58' 42.901
L23
20.98
N16' 22' 51.66"W
L24
70.33
N13' 37 08.74"W
L25
75.09
Nt 18 22 64"E
L26
95.55
N6' 43' 06.61W
PHASE III
(FUTURE DEVELOPMENT)
EXISTING POND
co
W '
Q
a'
W
Z I
J
//_\
�/ 1
1
w w A:1jS00
W
LOT 19 AOOTMRN g LOT 21•R ' o R �50. FT T` S9 5685 SO FT ;� o
z % o LOT 22•R
00 7„
� = 5785
o° tam
�('•{�� 5785 SO. FT.
LOT 6X•R
OPEN SPACE 6 D.E.
N88'34'31 °W 1077.76' �` ' LOT 24-R
\ 5785 SO. FT. , t�
0.00
�. R.125;00
LOT 26•R
3 \ k
� \6522 SQ. FT.
LOT 21 •R \ \
tIV9 50. FT!`� 0 6105 SO T. o \.
o a LOT 22•R
8221 SO FT. N
on 7 LOT 23•1111 1 C)
=35.49'
' R:150.00 el t, 7639 50. FT.
.p to S Z.
LOT 26•R
7000 SO. FT.
6 V �
LOT 93T^^`" LOT 27•R
LOT 24•R ` \ \ 7Doo SO. FT.
Cb 5124 50. FT. \
' LOT 92
)s.•� 7128 SO. FT.
v \ A`L3 \b
e 0A Lam' 2.0 LOT 25•R A V \
C .r R-150.00 0 5000 so. FE
1=13.03'�
\ R=CVWF 91.
5548 S0 FT. IAA
LOT 28•R
7000 SO. R.
�\ iiiiiimmi sommiiiiI
S 7'08'55" E
LOCATION MAP
t
15.16' -FOUND CALLED
NOT TO SCALE
USACF. MONUMENT
NO
REVISION DFSCRIPI ION
-
L26
-
-DAif.
--
L 25
F
Dz
1-24
- L23
--L22
50' 0' 50' 100'
= L21
I1CAN RILK
SCALE: 1" = 50'
IIXIMATI (I NTERUINE
.._L20
g_ y
a 8
-L19
LEGEND
a
+
_
-/(,l-
BENCHMARK
UTILITY POLE
a i
1
Lt
V
FOUND IRON ROD
(L=LIGHT T=TRANSFORMER)
g
FOUND STANDARD DISK
GUY WIRE
2
FOUND WOODEN TXDOT POST
WATER WELL
a z
- _
-L17
SET IRON ROE) 'DOLE"
UN
DRAINAGE PIPE
�
z
PROPERTY BOUNDARY
OVERHEAD UTILITY
-_-.
----.L16
o
0O
DA.D.C.T. DEED RECORDS DENTON COLNEY TEXAS
o
OA D.CT. OFFICIAL RECORDS DEMON COUNTY TEXAS
Z g
wo�
z�
----L15
f IUWAGI MINT
Street Centerline Curve Table
FTR b C 1
DRAWN RY
.IW
Curve / Length Radius Delta Chord Direction Chard Length
MDH
AN FItVAII0N OF i7 FEET
GREENED BY
COfiRMFD ON -IF GROUND)
C1
63.92
50.00
73.24
N51'-5P 16"W
59.65
DLJ
FOUND CALLED
C2
191.75
150.00
73.24
N51' ST i6"w
178.96
DRAWING SCALE
uSACE MONUMENT
DATE
06/23/2021
Job Number
'
17-0189
- L13
$
Sheet Number
4OF5
5-
-L12
3
h
FINAL PLAT
THE ENCLAVE AT
quo
PECAN CREEK
PHASE 11
248LOTS
55.966 ACRES
BEING PART OF THAT CERTAIN TRACT OF LAND
stillitillito RRRRR
RRRRR- itissilitillI immimmi mimmiiiii
iiiiiiiiiiis iiimmmi
iiiiiiiii
CONTAINING 108.047 ACRES
CONVONSTRUCEYED BY ED TO
MATCHLINE PAGE 5
IRIted heoricialR Record
in the Official Records Of:
RPM x CONSTRUCTION LLC,
IONLL
Denton county
On,1312021 1111:37 AM
: 7
RECORDED UNDER CLERK'S INSTRUMENT
In the PLAT Records
NUMBERS 2018-22872 AND 2018-26516,
THE ENCLAVE AT PECAN CREEK
OFFICIAL PUBLIC RECORDS,
Doc Number.2021-277
Number of Pages: 5
DENTON COUNTY, TEXAS,
Amount: 250.00
SITUATED IN THE WILLIAM LUMPKIN SURVEY
:
ABSTRACT NO. 730
By: OB
By:
THE CITY OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS
N
ul
Q
a
W
TJ
5Q
1
w, 1
r� \
\
w
�\ o
EEEEaaaa Fr r\
R.to sdJ
N74'40'00"E
I_ 25 1' -
�F
LOT 19•R
'7016 SO. FT.
MATCHLINE PAGE 4
�P 8
5548 SO- fT.
-
71
\ tau. r
\
91• r
N la'aap0
\
\\
Epp"
.\ 1000° . E
LOT 2&R \ \�
5Wo SQ. FT. \ \
100 E
74'40
N lq•40
,� \
N
_.
\V A 50OT
g•
J4o.°00o
0
--L6
DO SQ. FT,MR
N
LOT29•R
70DO SO. FT.
-A\ 'Cis 00 E
it v, LOT 27•R A A\
\V A
N la'ad
\ LOT88•R
oq� SONsa. Q. \
�.
\ , \ A'OOd E
Lb
\ \ 5000 S0FT.
m N
o
.
LOT28•R
A g
_L4
TO
` 5000 90. FT. 1a
V LOT30•R
\ ' 7000 SO FT
N
\ N LOT MR
\ - 5000 S0. FT.
100.00' . E
N 100'p0 0
r o
\\ y LOT 87•R o.
\ \^ 50DO SO. FT. p0
\ q'4p 00 E,00 LOT 5.
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\ \ E 000
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\ \ 5000 SO, FT.
N lq•4000
LOT 85•FT.R
\ SOW S0.
V1,2 \ N 70p a0
LOT84-R
r ." \ 5000 SO. FT.
\0 1p0 •a
N1440
LOT 20•R
9780 SOFT
10006. E N\
4000 .� \�` �V
la �
� 100 �° E
p0
/ , --L3
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LOT 29•R A
A 1qa
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LOT 3l(•E
,
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1
,
-I_L
OPe1j 5PPGE ° �,•
�- O
LOT 31•R �
-L.7
N 7q•aap0 \ o \
\ � 7500 so. Fr.
r LOT 3
p SOW S0, FT. FT.
N
�\
\ \�10°�p0• E
N100
4
2
4
o.
LOT 31•R \
\ \ LOT 32•111
N
3
5000 SO. FT.
\ 7500 SO. FT.
40 °° \
N
\ \
p0
b► \4ew, o
rn
LOT 32•R \g
N 74 a0
N
h
SWO SO PT. \
? \
b, a 00 E i
N1 \ \
oy LOT33•R
Oz \ 7500%FF. Q
CI WAFT [A'A Mf Nr
E LOT 33•R
-A
VOL a. / P(- t 1',
u, 5�50. FT, 1 \
o
rn \ \
Od
ORIIC
AN kI LVAII(1N (1F (1 ffEi
LOT 83-N JA
p U. / (.)Nf IRMfO 1N-1111 (,LOUND)
BLOCK LOT34R \ \ \ V LOT34R
� SOW $0. FT. \ 7500 SO. FT.
81'14'24" W 8,13' \Op Od
a4 ro si ( 116, 5' N3q•hO p°
38'34'31"E 978.57' / %� N rn 7a4p°0 E ,
5 - L-FGD7' 'o ,,, \ N 8.2T
R-75.W "'• L-16s5' LOT 354 V�
L-25.86' �AS� a0 1211 50, FT, L= 694'
R=75.00 g1i IU U11111} \ \ R= .W ivy
5` 9 LOT III 1 'IMF"
50.00 2a 64 , 11409 % FT, (fir6lruz PI A r)-I^,�� w 5f LOT 35•R
7859 SQ FT. i I
OT79•R�
JOT80Ra�
LOT81•p P�� LOT38•Ry% /. g/ 684>14' IECANCf4FK _
l / f APPROxIMAIf ft.NTE12LINE
=So00 50. FT <�
�W37 50. FTo
^ 10835 50. Ft.9 IOp �' l a
? h S 684j'�.
`00011 SO�p L175.00
Z L 8 ti
0,
1,84' R=so.W "�/ / �r $/ ( S6B4j0LOT
50.00
37- R o'/ Jg•
�/ / £
50,00
50.00' ,.>'•p7'aD u+ 69977 so.
e>� w LOT 37•R
S000 SQ. Fr. o0
4.61
�N
3
W 4
m
LOT
o
o LOT 41 -,�„
o
S ">
/ /
- sa. Fr.w
+� N
25M So. F7<v
^
o LOT 40 ' 5i5OT 38•R� .'�^' LOT 38•R ``• `�9/ j 2�' LOT 38•R o
a5000 SQ. Ff . C5pp0 50. fT p N 8464 S0. FT. ?� �a / / \ 5000 50. FT. ry
_
....
z `r•' l S 6800. Op•
4j
50.00'
____-1.19.53'
S0.00'
3g� f
- R1SOO h/ r
50.00, - - 60 - R=2 . / LOT MR10' UTILITY EASEMENT 5000 SO. FT.
-
58834'31"E
1189.32' (BY ]HIS PLAN tip/ S ICoo
3 3 3 3
wr a7 Lor a9 m a LOT as
TWO 50. FT.^ _5DW 50. FT.N g50 �50 .f`I SOW SO FT.�
00_ 39.32\�' L0T40•R
�' . 7254 SO, FT.
43•111=' aOT 42•R`" o LOT 41•R
SO. FT.' �5W2 S0. Fr.N � 6996 $0. Ft.
LaA012S
O`
OA AOQ1
J2y V -V
FOUND CALLED
USAGE MONUMENT
537
Contour
Line Table
Line j
Length
Direction ---
Li
4.48
N16 50' 00.72'W
L2
17.44
S80 06' 12.61"W
L3
2.01
NIB 00' 28.03"W
1_4
11.99
N53 33' 35.06"W
6.03
N10 20' 38.37"W
_L5
L6
114.57
N4 19' 16.28"W
L7
55.35
N16' 16' 25.53"W
50, 0' 50' 100'
SCALE: 1" = 50'
NOT TO SCALE
LEGEND
{}}
BENCHMARK
UTILITY POLE
FOUND IRON ROD
(L-UGT-TRANSFORMER)
®^
FOUND STANDARD DISK
GUY WIRE
\/
FOUND WOODEN T%DOT POST
WATER WELL
Als
SEr IRON ROD •GOLF•
DP
DRNNAGE PIPE
PROPERTY BOUNDARY
OVERHEAD UTILITY
D.RA.OT. DEED RECORDS DENTON COUNTY TEXAS
0 R.O.CJ. OFFICIAL RECORDS DENTON COUNTY TEXAS
Street Centerline Curve Table
Curve /
Length
Radius
Delta
Chord Direction
Chard Length
C3
31.89
50,00
36.54
NIT 56' 10'E
31.35
C4
61.28
50.00
70.22
N56' 18' WE
57.51
C5
93.16
50.00
106.76
N38' 02' WE
80.26
C6
14.62
50.00
M76
N83' 02' WE
14.57
REPLAT
z
5 w
+
0
zy
5�
z�
z
5�
z
Off`
Zo�
DRAWN BY
MDN
CHECKED BY
DLJ
DRAWING SCALE
1" = 50'
DATE
06/23/2021
Job Number
17-0189
Sheol Number
50F5
THE ENCLAVE AT
PECAN CREEK
PHASE II
248LOTS
55.966 ACRES
BEING PART OF THAT CERTAIN TRACT OF LAND
CONTAINING 108.047 ACRES
CONVEYED BY DEED TO
Filetl for Record
in the Official Records Of:
RPM x CONSTRUCTION LLC,
Denton County
On: 7113I2T AM
RECORDED UNDER CLERK'S INSTRUMENT
le"11:37
In the PLAT Records
NUMBERS 2018-22872 AND 2018-26516,
THE ENCII.LAVE PECAN CREEK
OFFICIAL PUBLIC RECORDS,
02
Doc berotPbarages:52n
Number of Pages:5
DENTON COUNTY, TEXAS,
Amount250.00
:
SITUATED IN THE WILLIAM LUMPKIN SURVEY
Ords0:
ABSTRACT NO. 730
By: CB
THE CITY OF PROVIDENCE VILLAGE,
DENTON COUNTY, TEXAS