SH0012A1
F18.F.
89.53'4
MM EDGEWOOD CREEK LLC i 1
INST. NO. 202D-1 63314 RPRDCT =40
�•+8VS3'4
y a 1191r,
_ w
�^y a IL 1�i 41
y�!1,V5
�s�No
r
MM EDGEWOOD CREEK, LLC
INST. NO.2020-163314 RPRDCT
0N - p
toS5
r
MM EDGEWOOD CREEK, LLC
INST. NO. 202D-1 63314 RPRDCT
I -
a
42 I
N89-53.49-E
120.07
a
m 43
NW5749-E
120.57'
n
�^ 44 X
N89'ST49'E I
121.07�
I
LL m 45
N89'5Y49'E
121.W
LL m 46 bl
N89.53'49'E �I
122.06 I
U_'a 47 I
I L_
ZSL
1
t•6o.oa- -sod
ir
IT- -
= II
I Ih1 2
I$
I�
I
MATCH LINE - SEE SHEET 2 NOTES: E' S
1. Water service and sanitary sewer service to be provided by Mustang Special Utility District.
_55.Oq_ _ ss_ap_ _gsan _ _�R_on 55.00_ 33.25 59i3q 1 \ A=042'02'45°
0
7.6 LIE N89 53'49 E 44825 3o N _ _ - - �- 7_W \\ Vb R=1467.50' / UTILITY PROVIDERS:
_� _ - 7.51' \ CB=S21 °0T34'E
HELENA STREET \ \ / /
CL=1052.91 / / (A) ELECTRIC & GAS SERVICE: COSERV (B) TELEPHONE SERVICE: AT&T
--ss.0o_- - ss:oo' - - 000� - -ssor- -s5W- 3T.zs ` �\ iX L=107691' / / 7701 South Stemmons 2301 Ridgeview Drive
20.30 3 \� \\ / / / Corinth, Texas 75065 Plano, Texas 75025
$ $ S g V5 -4 '� \ \ 0 100 200 / /' 1-800 274 4014 (972) 569 3084 PROJECT
3 4 5 �r 6 �"' 7 g 9� clTc
I 8- 8- 8- 8- 8- a- "' \ r
I I Z Z z = z z = N15TIT t �,\ \ SCALE: 1' =ton / / (C) WATER & SANITARY SEWER UTILITY SERVICE: Mustang Special Utility District
1 CC 1207 oTAL)v\ �\ \ / / ' 7985 FM 2931
N89'S349 E 00 (TOT 01.95 R / /
1 %W 55.W s5.W 55.W s5.D7 55.W 55.W 50.00 51-W Aubrey, Texas 76227
I 60.W SS W 55.00' SSW 55.W 55.W ss.W 50.10' bU•� \ \ LENNAR HOMES OF TEXAS LAND AND /
/ / (940) 440-9561
� Im m \ \ CONSTRUCTION, LTD. �
I I=' � ir \ (CALLED 75.282 ACRES) /' /' S
1 b - g Z. b b o o o - ` \ INST. NO.2023-129264 RPRDCT / / /QQ 2. Sanitary sewer to be handled by facilities approved by the Denton County Health Department and the Texas
I I�19 ��; 18 �� 17 g 16 �� 15 �� 14 nN 13 �^ 12 �� 11 0- 10 \ C�.
750�pF ��� Commission on Environmental Quality.
9.4v/' 3 Notice - sellin a - - - - - - portion of this addition b metes and bo nds ' I t' f C' O d' d
sao0_ s5.00__ _s5.oa s0.00 _--' / / 0 9 Y u Is a vlo a lon o rty r mance an State law and Is
-LOD- \ subject to fines and withholding of utilities and building permits.
\ J
'5349 E 524.40_7.6UE o N
T30 �'f \ / / 4. This plat does not alter or remove existing deed restrictions, if any, on this property.
"von N 7.S UE i. 7.57
�_ =ss-oo _-5-s.-00 - _ 67: 11 t ;1-� 1�05�LO �� \_ \ \ ddO q69 cc\ 5. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain.
�I I 1 o $ E o $ $ ,fit! 50 �ov4•� 1 2 X \ \ c�``e� oOr� / / / 6. The owners of all comer lots shall maintain sight triangles in accordance with the city subdivision ordinance.
N89'S3a9E I 1 f o^ 2 0� 3 0� 4 0� 5g' 6 0� 7 0� 8 \$\ 5
1��, I - 8 - o - >R - o - 8 - o - g ; \\ 2 ; 9\� \ S42°08'5TE 166.8i ° , ' 7. All common areas will be owned and maintained by the HOA/POA.
_ I Ia! z z z z z z z \ \ \ \ ` \A1- Q, / / /
� I I N84 5349'E 4552s OT I\ us
N84 5349'E I t 0 1 60-W 55-W S5.00 SO.OD soot ss.00 sso0 lszs \ ` � t+"`h,� 'a \� \ � o`eti1 / / LOT 21 A g• Water and sewer utilities services are to be owned, operated, and maintained by Mustang Special Utility District.
12106' 1 c I 69.06 67.W 70.01' 67.11' 5127' .p 130.26
e N6TSM3 E
w m I I I I y / / WILLOW WOOD
49 I► 1-- �s n0<' \ `' �� \ tia �cs'�o / , \ 9. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings, and other obstructions
9 \ ` \`a tb yd GG ,,�. / CAB. M, PG. 260 PRDCI
N89'sT4TE I 1 1 o W ° Ica `�, �� 4O to the operation and maintenance of the drainage facility.
w ? 123 I 1 - r _ 10. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the
1 �) I IT Z' 21„ i; $ Ow '\'i+ \�`a \`�`� '7�` ♦p� b° _ �' / / ' 9 9 P 9 9 9
�. UE $ c 17.06' ? '� ,. �y $,-tea tP 5
15 BL J I o 1 6z - _ 19 b °m 10 �k �`` F 2`�\ \ 221s 1 �' \ `y / as` floodway is prohibited.
-__J z I _ b5.02' � \l�, b 1 ' a= O• �i °�
0 12414 �r , ` ,ARC '°• 62 �1\19 `` �V, e,> \eye ` '``1b �, 3v \ ^ ' /' ``` , / 11. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will
N N89'ST49E EL / so°z 18 �. e` 4� 11 ,k \�\ � .r 3ti. .
- 1493s' - a2os - --ON y b` `�' t\ 6 0 , be maintained by the individual property owners of the lot or lots that are traversed b or adjacent to the drainage
7.9 UE S2 \ 2y ` 6� '�+ 'C o6 \ �• / 9 \ Y 1 9
124.63' I zs„r ``UR%� �°: za 17 , `� �,v \`° \11' 6\ �� 4?'9 \ \ tea \ \ courses along or across the lots.
_ __ _ _ \Bc a 12 k w_ gi w ,
_ _ _ ---I 6215 �q `Ibp1 \ or�ry?A / 7y b�' \� 1 \ 586'4004 W 9i 4s� / o�cs` �L \
158E 1el I �` \ ' 16 �''cb �t �a`4 157.68' / •0 � ' 12, No construction, without written approval from Pilot Point shall be allowed within an identified "FIRM' floodplain area,
I$I I .�'>>- `Or b .�0 and then only after a detailed flood lain development permit including engineering plans and studies show that no rise
sa R.o.w. Ib � - �ae"� ; // r^ 1 _ / .� 9� Y P P P 9 9 9
,n N89.5T49•E 0� ?y, / 1 !1"
Zs 25' I Ir 1 3 " IF � "/ � / � �o ` in the Base Flood Elevation (BFE) will result, that no flooding will result, that no obstruction to the natural flow of water
lzszr I I =' = 2 r �7 7�.� '� \ ` 15 /♦ f� 7 •R, .� �y
cm!31 a;)01 W 1 Im z ^ ^ ry i \ � �` 14 `�4?°� /% > �A / / �1654t / • LAURIE A. MITCHELL &. RICKY G. MITCHELL will result, and subject to all owners of the property affected by such construction becoming a party to the request.
,m 9I81 1 z 3 � \ p \ b`p '9 / e°� ��tt4°'� \ F 1 f 10- , INST. NO.2021-204897 RPRDCT
I I I �' by `f° �t �� ' �' / \ 13. The bearings shown and recited hereon are referenced to the Texas Coordinate
N89'S3'49'E n b I ti t+ \ .z� O \ \ C 1� <ie/♦ ' yyv �j) ♦ \c�
� 1zs.69' to b4.gg� �, z 4 ,� \ � h b � 14 '. , � � � � 7 � , / / 9 System of 1983 - North Central Zone
ti ` 8 Rr'bi ' Sc\ \ No. 4202 - NAD 83. (All distances are surface distances with a surface to grid scale factor of 0.999849393).
- w- 1 c3 I 58559SaE 326' : \d\ \ \ 1y , 1• '�/ 1j tL \ / / \
tV s I o1 I 86.49' S 51.66, ,�� ` 1 // /j / 46 /
o w I -I I-- ST 5 .4. �\ \4,� /� .� ?y /
N89'S3'49 E I 1 1 I 84O9' E s, \1', \7 ` \/ ��' \4- / / 'kr 9 \ f \
H 1 e6. ,. o� e 14. Plat and deed calls shown recited hereon are referenced to previously filed recorded plats and/or deeds for subject
W 126.18' 1 .: $ .Y6 y1- \ ` 'ir \.' 1 P //Ld /j ,�`�".� , P IY P 1
F, h o i I� 12 a g w EE ��'r°F6� ` 6 h ` `0&; � � /'�/ y1, 10�g�� d1 /' /' � and adjoining properties.
_;5
29 GG I�1 I I� Z 11 4� e /
N N89'S349 E 1 1 17.04' $ °je 1b 278 `,d1 / /,s�°, V�/
�b / \ 15. Subject property is located within Zone AE - Base Flood Elevations determined% and Zone X unshaded Areas
126.66' I a�.oT 10 e `, % 11 c$ / RX
\ LOT 19 determined to be outside the 0.2% annual chance flood lain',
Z w(I I - o i? 7 ; ♦ �/ �/ p according to Federal Emergency Management Agency
28 sl - Viz' \� �� g''215 \50 g♦ /s °$ / \c / 6 \ \ Flood Insurance Rate Maps for Denton County, Texas and Incorporated Areas - Map Number 48121 CO27OG &
N89'S3'49E �� 9 $� 1ST// �� 12 �tS6 / Aj \ WILLOW WOOD \ April Y P P 9
/� a / ` 48121 CO290G, Revision Date nl 18 2011. **Full Developed Flood lain information shown is according to
N 127.15 I _C`\ . �,"� �,'6 �a �♦ b1 , ''J °� / / CAB. M, PG. 260 PRDCT
27 lol W I -__ b1 `� ' a°� ` ' 'tributaries Flood Study for the Creekview Meadows East and West Phase 1 Development in Pilot Point, Texas (as
s3 I2I F �, \ �r\ \ IN, / ♦ ' ,'�P / ��, 73 �},� / / yl1 approved April 21, 2023), and Little Elm Creek Flood Study for the Creekview Meadows and Mobberl Developments in
NST53 -1 I �n na' ��lIR% `� `\ 8 c$ //'s>- Pilot Point, Texas (as approved February 27, 2023) .
w e 127.63' 1 I I `7 \ \ \ 11h// / ♦ �$/ �? 14 d3 / / �� 'r°� \
26 (i Q I I 1 a ����o\♦ �' rO' / ' ''s�°4+ GG (5/ / / A� 0`r` °� \ � 16. The C nor Coun will be res onsible for an dams a rsonal in'u or loss of life or roe occasioned b
O �"/ \ \ tY tY P Y 9 Pe 1 rY
0
LL m 25
�N8VST4<.
128.69
n
U m 24
w�
N8T53%
129.08'
us
m 23
U.n
FULLY DEVELOPED 100-YR
FLOODPLAIN (SEE NOTE-)
_ FLOSSIE STREET
r-
1 I - ♦'ci3/ rtY Y
Ibi J (P LU i Im Ii 2 \f \` F �, a v ?ss` ♦_/ � y�15 �d3 �/ / /�P \ \ \ flooding or flooding conditions.
ICI I .11 �b41 °a \� ow 4,
/ �' '�' 16c ' /'' ,`O 17. Construction not completed within two years of the City approval shall be subject to current Subdivision Rules and
/,
V I 297o E �nt?4r 3 ' LOT 18 \• 'd� Regulations.
17 /' ' GP
m FF gs, s t`�/ \�' ; 's °p / Off` `" \ WILLOW WOOD \ 18. Reverse frontage comer lots shall have a side yard fence setback of 15' in accordance with the city subdivision
g / CAB. M, PG. 260 PRDCT \ 1X ordinance.
8$. y "�/� ,`pia / / '�'1' \ \ \
�'I I OPEN SPACE
NI I. ( 40.0s »9,a§ , ♦\'!� 19 k mac$ / / / 14n' \ 19. HOA CCRs to be recorded at same time of final plat.
20 �c§� / / / 20. CO will not be issued without water or sewer,
OPEN SPACE
&DRAINAGE
EASEMENT
11
Z / /
J / /
UJ
oIL
/
IL / / 100oi Po ♦�
POINT OF /
BEGINNING / � . / �
• • • • BOUNDARY LINE
PROP. R.O.W. LINE
PROP. LOT LINE
PROP. ROAD CL
_-------_ BUILDING LINE
------------------ EASEMENT LINE
� m m m m m m m m PLAT PHASE LINE
a- -. - - - - _.- ABSTRACT LINE
s �
21 ytie`� / / / / / \ \ \ 21. A driveway culvert permit must be obtained from the Road and Bridge Department by the owner of each lot prior to the
construction, installation, or placement of any driveway access improvements within the dedicated right-of-way.
o$ /
w - 22 / \ \ (if county road outside of City limits)
LOT 17 22. Sidewalks are required in all residential subdivisions with average lot sizes of less than one acre platted or replatted.
WILLOW WOOD 23. The maintenance of paving, grading and drainage improvements and/or easements show on this plat are the
CAB. M, PG. 260 PRDCT
responsibility of the individual property owners and do not constitute acceptance of same for maintenance purposes
/�y \ by the City or County.
/ IIk
LINE TABLE
LINE #
BEARING
DISTANCE
L1
S56'1710'E
4296
L2
N8T4626'E
4.W
L3
N60'56'39T
27 90'
L4
NW0611•W
9.51'
LS
S89'&T49-W
420,V
L6
N71.4439T
27.W
CELINA STATION 2.0 LP
DFWLANO CAPITAL MANAGEMENT LLC
McKINNEY HILL PARK LP
MYTHRI PROSPER LLC
INST. NO.2023-34754 RPRDCT
BLE
\
CURVE TA
CURVE # DELTA RADIUS CH. BEARING CH. LENGTH LENGTH
C1 005'3729' 2960.50 N34'2729T 290.51' 290.62
C2 031'44'56' 250.00 S15'4616'W 136.76' 138.53
C3 033*4701' 150.00 S7rll'41'E 87.2V 88.53
C4 042'0245' 1500.00 S21'07341 107623' 1100.76
C5 0285710' 250.00 N75'25'14'E 124.99 126.33
C6 O18'D910' 250.00 N80'49'141 78.8T 79.21
C7 04T1113' 250.00 S21'1708T 179.99' 184.12
C8 04r4nr 530.00 S66'tY'08'E 429.47 442.18
C9 04r48'Dr 250.00 NW1208'W 202.58' 208.58
C10 091'4641' 50.00 S45'57VE 71.80' 80.09
C11 040'2511' 250.D0 N67'S4'3TE 172.73' 176.36
C12 007-0713- 250.00 N86.291TE 31.05' 31.07
C13 15r06'5T 60.00 NO2'41'56E 117.61' 164.53
C14 157061T 60.00 S45.0611•E 117.61' 164,53
C15 15rO6'53' 60.00 S45061VE 117.61' 164.53
'00' C16 090TO25.00 NOY41'56'E 35.36' 39.27
C17 O90'00'00' 25.GO S45'0611'E 35.36' 39.27
C18 090'00'00' 25.00 S45.0611'E 35.36' 39.27
II
I
,S REAR YARD -1 f - - - -I
SETBACK OW) a I l a I
>q 2, I
LOT "I I" LOT w
II li
I I I I Cn
20'6L
_ 7.SUESIYP�___ __________J
STREET
MINIMUM SETBACK
EXHIBIT
(Not to Scale)
SHEET 3 SHEET 2 '
I
KEY MAP
(NOT TO SCALE)
cJ
LOCATION MAP
(NOT TO SCALE)
LEGEND
IRF IRON ROD FOUND
CIRS SM CAPPED IRON ROD STAMPED
'BCG 01019453r SET
ESMT EASEMENT --
LS LANDSCAPE EASEMENT
UE UTILTTYEASEMENT
DE DRAINAGE EASEMENT
VE VISIBILITY EASEMENT
WME WALL MAINTENANCE EASEMENT
WLE WATER LINE EASEMENT
SSE SANITARY SEWER EASEMENT
LS&DE LANDSCAPE & DRAINAGE EASEMENT
FFE FINISHED FLOOR ELEVATION
MFFE MINIMUM FINISHED FLOOR ELEVATION
Ell. BUILDINGUNE
- RP RADIUS POINT - -
HOA HOME OWNERS ASSOCIATION
ROW RIGHT-OF-WAY
VOL, PG. VOLUME, PAGE
DOC,NO. DOCUMENT NUMBER
INST. NO. INSTRUMENT NUMBER
RPRDCT REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT PLAT RECORDS,
DENTON COUNTY, TEXAS
G� DENOTES STREET NAME CHANGE
B DENOTES SUBDIVISION BLOCK
24. All streets shall be constructed to city standards as set forth in Section 10.04.009 of City Subdivision Ordinance.
25. All perimeter property corners are 5/8-inch iron rods with cap stamped'BCG 10194538* set, unless noted FINAL PLAT
otherwise. Lot comers are 5/8-Inch iron rods with cap marked 'BCG 10194538' set or an 'X' cut (set) in concrete.I&AFET,11E F T
�' :,
When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet
(6) from the rear lot comer on the side lot line. _(Z Ir
LOT
10'
LOT
10"0 0' SIDEWALK AND
VISIBILITY EASEMENT (TYPJ
25' x 25' SIDEWALK & VISIBILITY
EASEMENT IS REQUIRED
ON 65' WIDTH ROAD R.O.W.
OWNER
MM CREEKVIEW 1027. L.L.C.
1800 Valley View Lane
Farmers Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
EMAEMAIL:JNichois@Barraza-Group.com
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X;
LOTS 1X & 1-42, BLOCK Y, LOTS 1X & 1-42,
BLOCK AA; LOTS 1 X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1X & 1-3, BLOCK FF, AND LOTS 1X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO. 1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
B ARRAZA
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683 0
801 EAST CAMPBELL ROAD, STE. 650 u)
RICHARDSON, TEXAS 75081 11
m ;-
TELEPHONE - (214)-484-7055 a
PROJECT NO.2019014-01 E Lu 0
DATE: FEBRUARY 2024 PAGE 1 OF 5
II
I
,S REAR YARD -1 f - - - -I
SETBACK OW) a I l a I
>q 2, I
LOT "I I" LOT w
II li
I I I I Cn
20'6L
_ 7.SUESIYP�___ __________J
STREET
MINIMUM SETBACK
EXHIBIT
(Not to Scale)
SHEET 3 SHEET 2 '
I
KEY MAP
(NOT TO SCALE)
cJ
LOCATION MAP
(NOT TO SCALE)
LEGEND
IRF IRON ROD FOUND
CIRS SM CAPPED IRON ROD STAMPED
'BCG 01019453r SET
ESMT EASEMENT --
LS LANDSCAPE EASEMENT
UE UTILTTYEASEMENT
DE DRAINAGE EASEMENT
VE VISIBILITY EASEMENT
WME WALL MAINTENANCE EASEMENT
WLE WATER LINE EASEMENT
SSE SANITARY SEWER EASEMENT
LS&DE LANDSCAPE & DRAINAGE EASEMENT
FFE FINISHED FLOOR ELEVATION
MFFE MINIMUM FINISHED FLOOR ELEVATION
Ell. BUILDINGUNE
- RP RADIUS POINT - -
HOA HOME OWNERS ASSOCIATION
ROW RIGHT-OF-WAY
VOL, PG. VOLUME, PAGE
DOC,NO. DOCUMENT NUMBER
INST. NO. INSTRUMENT NUMBER
RPRDCT REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT PLAT RECORDS,
DENTON COUNTY, TEXAS
G� DENOTES STREET NAME CHANGE
B DENOTES SUBDIVISION BLOCK
24. All streets shall be constructed to city standards as set forth in Section 10.04.009 of City Subdivision Ordinance.
25. All perimeter property corners are 5/8-inch iron rods with cap stamped'BCG 10194538* set, unless noted FINAL PLAT
otherwise. Lot comers are 5/8-Inch iron rods with cap marked 'BCG 10194538' set or an 'X' cut (set) in concrete.I&AFET,11E F T
�' :,
When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet
(6) from the rear lot comer on the side lot line. _(Z Ir
LOT
10'
LOT
10"0 0' SIDEWALK AND
VISIBILITY EASEMENT (TYPJ
25' x 25' SIDEWALK & VISIBILITY
EASEMENT IS REQUIRED
ON 65' WIDTH ROAD R.O.W.
OWNER
MM CREEKVIEW 1027. L.L.C.
1800 Valley View Lane
Farmers Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
EMAEMAIL:JNichois@Barraza-Group.com
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X;
LOTS 1X & 1-42, BLOCK Y, LOTS 1X & 1-42,
BLOCK AA; LOTS 1 X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1X & 1-3, BLOCK FF, AND LOTS 1X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO. 1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
B ARRAZA
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683 0
801 EAST CAMPBELL ROAD, STE. 650 u)
RICHARDSON, TEXAS 75081 11
m ;-
TELEPHONE - (214)-484-7055 a
PROJECT NO.2019014-01 E Lu 0
DATE: FEBRUARY 2024 PAGE 1 OF 5
MINIMUM SETBACK
EXHIBIT
(Not to Scale)
SHEET 3 SHEET 2 '
I
KEY MAP
(NOT TO SCALE)
cJ
LOCATION MAP
(NOT TO SCALE)
LEGEND
IRF IRON ROD FOUND
CIRS SM CAPPED IRON ROD STAMPED
'BCG 01019453r SET
ESMT EASEMENT --
LS LANDSCAPE EASEMENT
UE UTILTTYEASEMENT
DE DRAINAGE EASEMENT
VE VISIBILITY EASEMENT
WME WALL MAINTENANCE EASEMENT
WLE WATER LINE EASEMENT
SSE SANITARY SEWER EASEMENT
LS&DE LANDSCAPE & DRAINAGE EASEMENT
FFE FINISHED FLOOR ELEVATION
MFFE MINIMUM FINISHED FLOOR ELEVATION
Ell. BUILDINGUNE
- RP RADIUS POINT - -
HOA HOME OWNERS ASSOCIATION
ROW RIGHT-OF-WAY
VOL, PG. VOLUME, PAGE
DOC,NO. DOCUMENT NUMBER
INST. NO. INSTRUMENT NUMBER
RPRDCT REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT PLAT RECORDS,
DENTON COUNTY, TEXAS
G� DENOTES STREET NAME CHANGE
B DENOTES SUBDIVISION BLOCK
24. All streets shall be constructed to city standards as set forth in Section 10.04.009 of City Subdivision Ordinance.
25. All perimeter property corners are 5/8-inch iron rods with cap stamped'BCG 10194538* set, unless noted FINAL PLAT
otherwise. Lot comers are 5/8-Inch iron rods with cap marked 'BCG 10194538' set or an 'X' cut (set) in concrete.I&AFET,11E F T
�' :,
When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet
(6) from the rear lot comer on the side lot line. _(Z Ir
LOT
10'
LOT
10"0 0' SIDEWALK AND
VISIBILITY EASEMENT (TYPJ
25' x 25' SIDEWALK & VISIBILITY
EASEMENT IS REQUIRED
ON 65' WIDTH ROAD R.O.W.
OWNER
MM CREEKVIEW 1027. L.L.C.
1800 Valley View Lane
Farmers Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
EMAEMAIL:JNichois@Barraza-Group.com
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X;
LOTS 1X & 1-42, BLOCK Y, LOTS 1X & 1-42,
BLOCK AA; LOTS 1 X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1X & 1-3, BLOCK FF, AND LOTS 1X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO. 1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
B ARRAZA
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683 0
801 EAST CAMPBELL ROAD, STE. 650 u)
RICHARDSON, TEXAS 75081 11
m ;-
TELEPHONE - (214)-484-7055 a
PROJECT NO.2019014-01 E Lu 0
DATE: FEBRUARY 2024 PAGE 1 OF 5
24. All streets shall be constructed to city standards as set forth in Section 10.04.009 of City Subdivision Ordinance.
25. All perimeter property corners are 5/8-inch iron rods with cap stamped'BCG 10194538* set, unless noted FINAL PLAT
otherwise. Lot comers are 5/8-Inch iron rods with cap marked 'BCG 10194538' set or an 'X' cut (set) in concrete.I&AFET,11E F T
�' :,
When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet
(6) from the rear lot comer on the side lot line. _(Z Ir
LOT
10'
LOT
10"0 0' SIDEWALK AND
VISIBILITY EASEMENT (TYPJ
25' x 25' SIDEWALK & VISIBILITY
EASEMENT IS REQUIRED
ON 65' WIDTH ROAD R.O.W.
OWNER
MM CREEKVIEW 1027. L.L.C.
1800 Valley View Lane
Farmers Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
EMAEMAIL:JNichois@Barraza-Group.com
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X;
LOTS 1X & 1-42, BLOCK Y, LOTS 1X & 1-42,
BLOCK AA; LOTS 1 X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1X & 1-3, BLOCK FF, AND LOTS 1X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO. 1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
B ARRAZA
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683 0
801 EAST CAMPBELL ROAD, STE. 650 u)
RICHARDSON, TEXAS 75081 11
m ;-
TELEPHONE - (214)-484-7055 a
PROJECT NO.2019014-01 E Lu 0
DATE: FEBRUARY 2024 PAGE 1 OF 5
Cn
W
W
Cn
UJ
W
Jpo
s
W
N89'53'49'E 1697.50'
so. 50.00- / 50.00 60.00' 50.00
5857/tb56g 55g854953„52„51
o^
$ z z g^ z^ z
_ /_Z^ _ _ 2VOL _
50_OE 50.00 SO.00 56F 50.E 50.00 50_OE_ Fs
N8T5T49'E 1987.01' OTAL
15'Al V MSUD VILE
INST. NO.2023-16674
LENNAR HOMES OF TEXAS LAND AND
CONSTRUCTION, LTD.
(CALLED 75.282 ACRES)
CIRF INST. NO. 2023-129264 RPRDCT
- - - -suE - _ - - 1145.00
z- �� - - - , f1'
N 7.9 UE 7.W 37 W l I RPRDCT BOO op
J ors'
l
7.50' I I
5049 �_� 48
46
o8 45
44- 9
43 B
42;_�
41o9 40
0939
8-.
_�47E�4
Q"
ui, a I
Z3, 4 !
_
20'BL
J
l
1XI^
--50.00_
_ 50_OE _ 50.00 _ _--
_ -
_ 50.00
_ _50.OD_ _
50_OE_
5D.OQ_
50.00_ _ i5 00
_ _ 65.00_1
LOVELACE STREET
LI.TuE
o N
7.50
Rsboir-50.0-0
50.00
50.oU
5000
oO
SOAP'
b0.00
SO.00r
So.oF
50.00
_50.00
50.00'
60.OD
SO.00
50.00'
S0.(HI
SO.�5.00
65-00r�
L
'8
----
--
--
-
--
---2VBL
--
--
-
--
----
-
L
20'BL
--
-
---1
. ^�
b
^
tri b
g
Vf g
o
o ^
Ali "
b
o r
Yi b
� r
H
e
o ^
vl b
o _
o
vl
o
o ^
Yl 'D
b
o ^
.[l .O
o
o ^
.ri `�
0
o �"
Ili `�
0
o ^
ui .O
g r
„� .O
0 _
o
uj �O
16�^
r
iO
o _o
.y "
o
b p
h
2 s'^
3 �^
4 s^
5 0
6 ��
7 g^
8 �^
9 g�
105
11
12�
13�
14�^
'g^
15�
$�
17g
180^
19�^
Yf
20
21 ui
^I
z^
g^
gP
g^
NWBT53'49'E
1080.W (r0
)
l
50.0T
50.W
MOT
50.ar
50.W
50.W
50.07
50.W
50.W
50.W
SOAR
50.W
SO.W
50.ar
50.W
SO.ar
I W.W
M.ar
I M.W
65.W
50.00'
50.0ir
50.W
50.ar
50.W
50.W
50.00'
50.W
50.W
50.W
501W
50A0
50.W
50.W
50.09
50.W
soar
50.W
S&W
65.00'
}f
at
bd,
o
b
.-�
at
s;
Z. .-9
^
ova
r
I.r
o r
o,o
^
ovi
g ^
ov,
o ^
^
otE
$
`g
o �i
,ri
o ^
`''�
g
41 Z9
.^-.g
-i 40 0
•^-g
� 39 �
•^.o
� 38 �
� 37
� 36 p
41 35 �
� 34 $
^ 33
� 32 8
31 �R
30
� 29 8
oui
28 g
� 27 s
- 26
Y�
= 25 8
oui
- 24 g
^ 23 Z
w3
� 22 �I
z�
gam^
z^
z^
g^
g^
z^
_
-
-
-
29BL
so_oo_'
- -
ar_
- -
soar
--
soar
--
soar
-
ar
--
- -
20'BL
- -
--
50_00
- -
60.00'_
- -
--
WE
- -
50.00_
- -
50_00'_
-`
50.00_
65.00_
65.00'
_
----
-----
----
_
- 4�-
52�_
-�`4.OE
_ _
_50.00_
_ _
_50_0�
_
_50.00_
MSUD WILE & SSE
INST. NO. 2023-16672
Z'
f r
�3 ' l
a
to
I
un
I
gl3 IW
SX
I c IC
^ 6 to
CS
^'ILL ICS
4g � I
i�i I
I LU I APPROXIMATE SURVEY LINE
7.soiUJ
7suE I 3
_ N89'5349 E 1177.50 (TOTAL) _ p
- - - - - - - - -�
N
7.suE (.i
- - - - -
I MSUDWLE&SSE
1
1NST. N . 2023-16675
Z- 1145-W J�NIISON STREET zsuE
N
7.5037N
I I
-�
----
---
50.00
----
-SO.OD
- 50.0�-
--
50.00
--
-5050
-----
50.00
--
----
50.00'
----
--
50.00
-----
50.07
--
----
50.07
----
---
K07
�-00r-
----
50.00
----
----
50.00
- 50�0 -
--
-- -
-SO.oU
-
b5.00'
--
tr5.00' I
VWAO'
(-20'BL
ZTIBL
20'BL
I-
b
b
b �
�
b `�^;Z
b
^
b
3
b
b
b
b
b '
(S�CIRF
Q
2 ��^'
b
3 �'
4
5
6 13-
7 *
8
8
9
10 111
12
13
14 a
15 =�
16 og
r�
17g
18
s ��
19�^
��
20 o
21 m ra
._
_
65R.O.W.
N8TST4TE
1080.76'(TO
)
325 325'
I
50.00
50.W
W.W
50.W
W.W
50.00'
1 50.00'
50.00'
1 50.W
50.00'
5O.ar
1 50.00'
50.W
SOW
50.00'
50.W
50.00'
50.W
55.W
65.76' I
I
50.W
50.00,
50.W
50.W
50.0V50.00'
50.00'
50.00'
50.00'
b50.00'
50.00
50.W
50.00'
50.W
50.01T
50.00'
50.00'
50.00'
55.uv
65J6' I iX
O
!
O
I aI
�y000096q
I ���43!r
41 g
40 gg39
a38
0�
37
36 og
35 b�
34 eg
33
r 32 0$
31 ��
30
o ��
29
28 ��
27 ^�
26 g
0 25''
G
24 ^�
o
23 ^
0 22 "
�^
�^
g^
g=
0
��
" 0
�^
I
o
g�
" o
"
�; 0
g�
�; 0
s�
$'
�;
�^
o�
�;
;'
�; E
I
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
z
I
7.5' COSERV ELECTRIC ESMT -
27 BL
_
_
_
_
_ _
2f1 BL
_
_ _
_ _
_
_
_
_
_
_ _
_
_ _
20 BL
_ _
I NST. NO.2023-100990 RPRDCT
50.00 _
_50.00_
_ 50_OE
50.00 _
_50.00_
_ 50_
SO.OQ _
_50.00_
_ SL0.00_.
SO.ar _
50.00_
_ 50.0E
SO.OU _
_50.W
_ 50.00_
50.00' _
_50.O0
_ 50_00
55.00-
- -73.70 _ t 47 I
I (REFERENCED IN ENCROACHMENT
I A 23-102 21 RPRDST)
2023-102221 RPRDCT)
3
7.5UE HERSCHEL
STREET 7.5'uE 3 7�
o a
N89'53r0i 1120.7T(TOTAL)
o ` C12
- - -
7.SUE -up
l
N
- - 667.01' - - - 1 - -
7.9 UE -
-
- - - 453.76'
I 7.S UE N N 0.91 L2
s
1
-OW--s0
-.0-----
--ao-
--
n
-- --r .
.--0
-- -7.es
27^$28^g29zo30rE331 gp32^g33��34^$35 g36^gp 37'91 � 1Ig1 Oppp$ 2 3 4 g 5 �9 6 �„ 7 8 1
m FFE F tQl .o m o foq O f.f Itn' Q I I N o O N O iu O N O N
^588.6g" `�'^
FFEZ FFE Z FFE z FFE z FFE z FFE z Oz FFE z FFE ^FFE Z �1 _1 , m
84.5 585.3 585.9 586.6 587.3 588.0 X 589.3 $90.0 I 590.7 I" I W I I �" o
^I o , - N89-ST49-E 390.00'(TOT L) < q% ,
ar 51W 65.W 1 0 16aar soar soar soar soar soar soar moo r+ 5� N, \
Ig 6a00' 55.W 55.00' 55.W 55ar 55.W 55.00' N
APPROXIMATE SURVEY LINE 3/4' IRON N89'5349E 117.55 I m , I \
PIPE fND. w `� �I �,-
' 38 I S I p 1 1 BB
" 1 I J_ � 1 \
NW&T4TE Ca
g ^ cR
\ \
118.07 JI I , ,1�16 0g 15 0� 14 0� 130� 12 oS 11 �N 10 �3 9 \
UJa mil 50'R.O.W. , S^ 8^ z z^ gz^ gz^ z^ \
' 39 blq I I
" " o �+ "I 25' 25' \ \
N89'ST4VE I _ _ _ _ �:
w 118.5T I , 1 6Q:0�_ 55.00'_ �_ -� - - 55AE _ _sIS.4�- _ ,� _ .2..$_- �.39_l� \ A=042°02'45'
MM EDGEWOOD CREEK LLC z w \
' INST. NO.2020-163314 RPRDCT J m 40 (i - 7.sm - 3 N _ 7• U' R=1467.50'
NW574VE 448.26 G _ 7.51 \ ■
> N89'574VE _d _ E6 CB=S21 0734 E
1190T , , 75UE HELENA STREET $ N _ \ CL=1052.91'
'Lu- 47 s5-oF '-ss.00' --55.00r- 3325 ^ �92~ 1X\ L=1076.91'
ysJ��05 x N89'5349'E I^I ? I'- i 2O BL
'5 C�� a turi $I I ^ I voi .ovi euoi rh ._o :o vi �� :n vi b.c
I� 1 g 2 3 g 4 5 og 6 �� 7 8 r^ 9>
u. 42 I;I ;I^ z^ ^ ^ g^ $^ $^ z^ ^ 154E<\ at \
N89 9E I I I ' CC 1707 0jg$(T01AL)� �a'm
l_ I I I N85sW E ar00 89.86 n a�
w , i Ig 60.ar SS.ar SS.ar 55 ar SS.ar 55.ar SS ar 50.ar 51.50
MATCH LINE - SEE SHEET 1
LINE TABLE
LINE #
BEARING
DISTANCE
Li
S56'171WE
42.W
L2
N82'4616'E
4.84'
L3
N60'5639'E
27_90
L4
NOO'06'11'W
9.51,
L5
S89'W49-W
42.04'
• • •� • • BOUNDARY LINE
PROP. R.O.W. LINE
PROP. LOT LINE
PROP. ROAD CL
- - - - - - - - _ BUILDING LINE
------------------ EASEMENT LINE
� M m m m m m=� PLAT PHASE LINE
- - - - - - - ABSTRACT LINE
CURVE TABLE
CURVE #
DELTA
RADIUS
CH. BEARING
CH. LENGTH
LENGTH
Cl
005'3729'
2960.50
N34'27'29'E
290.51'
290.62
C2
031'4456'
250.00
S1746161W
136.76'
138.53
C3
033'49VI'
150.00
S73'11'41'E
87.26
88.53
C4
042'02'45'
1500.00
S21'07'34'E
1076.28
1100.76
C5
028'5710'
250.00
N75'251TE
124.99'
126.33
C6
018'09 T
250.00
N80'49'14'E
78.88'
79.21
C7
042.11'53'
250.00
S21'1708T
179.99'
184.12
Co
04T48VT
530.00
S66'12'08'E
429.47
442.18
C9
047*48'OT
250.00
N66'1708'W
20258'
208.58
CIO
091*,W41'
50.00
S45'59'3TE
71.W
80.09
C11
040'25'11'
250.00
N6754 TE
17273'
176.36
C12
00TOT13'
250.00
N8620'12'E
31.05'
31.07
C13
157*0653'
60.00
NO2'41'56'E
117.61'
164.53
C14
157*0653'
60.00
S45'0611'E
117,61'
164.53
C15
1 SM653'
60.00
S45'06111
.117.61'
164.53
C16
090-NDO'
25.00
NOT41-56T
35.36
39.27
C17
09O'DO'00'
25.00
SO.0611-E
35.36'
39.27
C18
090'00'00'
25.00
S45 W11'E
35.36'
39.27
SHEET13 SHEET 2
L-
'�/SHEET 1
r
L_____J
KEY MAP
(NOT TO SCALE)
II
1
I
SETBACK (rYP)
1
LOT of
to LOT
l
SD
F. "l;
w
II
Ii�
II
III
2o'BL 1rYP)
- J 1
STREET
MINIMUM SETBACK
EXHIBIT
(Not to Scale)
NOTES:
1. Water service and sanitary sewer service to be provided by Mustang Special Utility District. 0
UTILITY PROVIDERS: 0 100 20D
(A) ELECTRIC & GAS SERVICE COSERV (B) TELEPHONE SERVICE: AT&T SCALE V=100'
7701 South Stemmons 2301 Ridgeview Drive
Corinth, Texas 75065 Plano, Texas 75025
1-800-274-4014 (972) 569-3084
(C) WATER & SANITARY SEWER UTILITY SERVICE: Mustang Special Utility District
7985 FM 2931
Aubrey, Texas 76227
(940) 440-9561
2. Sanitary sewer to be handled by facilities approved by the Denton County Health Department and the Texas
Commission on Environmental Quality.
3. Notice - selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law and is
subject to fines and withholding of utilities and building permits.
4. This plat does not alter or remove existing deed restrictions, if any, on this property.
S. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain.
6. The owners of all comer lots shall maintain sight triangles in accordance with the city subdivision ordinance.
7. All common areas will be owned and maintained by the HOA/POA.
8. Water and sewer utilities services are to be owned, operated, and maintained by Mustang Special Utility District.
9. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings, and other obstructions
to the operation and maintenance of the drainage facility.
10. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the
floodway is prohibited.
11. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will
be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage
courses along or across the lots.
12. No construction, without written approval from Pilot Point shall be allowed within an Identified 'FIRM' floodplain area,
and then only after a detailed floodplain development permit including engineering plans and studies show that no rise
in the Base Flood Elevation (BFE) 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.
13. The bearings shown and recited hereon are referenced to the Texas Coordinate System of 1983 - North Central Zone
No. 4202 - NAD 83. (All distances are surface distances with a surface to grid scale factor of 0.999849393).
14. Plat and deed calls shown recited hereon are referenced to previously filed recorded plats and/or deeds for subject
and adjoining properties.
15. Subject property is located within Zone AE-'Base Flood Elevationsdetennined', and Zone X (unshaded) -'Areas
determined to be outside the 0.2% annual chance floodplain', according to Federal Emergency Management Agency
Flood Insurance Rate Maps for Denton County, Texas and Incorporated Areas - Map Number 48121 CO27OG &
48121 CO290G, Revision Date April 18, 2011. "Fully Developed Floodplain information shown is according to
'Tributaries Flood Study for the Creekview Meadows East and West Phase 1 Development in Pilot Point, Texas (as
approved April 21, 2023), and Little Elm Creek Flood Study for the Creekview Meadows and Mobberly Developments in
Pilot Point, Texas (as approved February 27, 2023) .
16. The City nor County will be responsible for any damage, personal injury or loss of life or property occasioned by
flooding or flooding conditions.
17. Construction not completed within two years of the City approval shall be subject to current Subdivision Rules and
Regulations.
18. Reverse frontage comer lots shall have a side yard fence setback of 1 Tin accordance with the city subdivision
ordinance.
19. HOA CCRs to be recorded at same time of final plat.
20. CO will not be issued without water or sewer.
21. A driveway culvert permit must be obtained from the Road and Bridge Department by the owner of each lot prior to the
construction, installation, or placement of any driveway access improvements within the dedicated right-of-way.
(if county road outside of City limits)
22. Sidewalks are required in all residential subdivisions with average lot sizes of less than one acre platted or replatted.
23. The maintenance of paving, grading and drainage improvements and/or easements show on this plat are the
responsibility of the individual property owners and do not constitute acceptance of same for maintenance purposes
by the City or County.
24. All streets shall be constructed to city standards as set forth in Section 10.04.009 of City Subdivision Ordinance.
EN.
•,vim
LEGEND
IRF
IRON ROD FOUND
CIRS
5/8' CAPPED IRON ROD STAMPED
'BCG #10194538' SET
ESMT
EASEMENT -
LS
LANDSCAPE EASEMENT
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
VE
VISIBILITY EASEMENT
-
WME
-----------
WALL MAINTENANCE EASEMENT
WLE
WATER LINE EASEMENT
SSE
SANITARY SEWER EASEMENT ---
LS&DE
LANDSCAPE & DRAINAGE EASEMENT
FFE
FINISHED FLOOR ELEVATION
MFFE
MINIMUM FINISHED FLOOR ELEVATION
BL
BUILDING LINE
RP
RADIUS POINT - - -
HOA
HOME OWNERS ASSOCIATION
ROW
RIGHT-OF-WAY
VOL, PG.
VOLUME, PAGE
DOC.NO.
DOCUMENT NUMBER
W. NO.
INSTRUMENT NUMBER
RPRDCT
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS,
DENTON COUNTY, TEXAS
-C>
DENOTES STREET NAME CHANGE
ODENOTES
SUBDIVISION BLOCK
25. All perimeter property comers are 5/8-Inch Iron rods with cap stamped 'BCG 10194538" set, unless noted 1!
otherwise. Lot comers are 5/8-inch iron rods with cap marked 'BCG 10194538' set or an 'X' cut (set) in concrete. & Etc, ' V!:
When a retaining wall or screening fence has been placed at the rear lot comer, a 5/84nch iron rod may be set five feet
(5) from the rear lot comer on the side lot line. r E� i Ey.. 0"
STREET
I ftl 9 SIDEWALK AND
VISIBILITY EASEMENT (TYP.)
25' x 25' SIDEWALK & VISIBILITY
EASEMENT IS REQUIRED
ON 65' WIDTH ROAD R.O.W.
OWNER
MM CREEKVIEW 1027. I.I.C.
1800 Valley View Lane
Fanners Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
EMAIL: JNichols@Barraza-Group.com
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V;
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X;
LOTS 1 X& 1-42, BLOCK Y; LOTS 1 X& 1-42,
BLOCK AA; LOTS 1X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1X & 1-3, BLOCK FF; AND LOTS 1X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO.1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
BARRAZA
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO.10194538
TBPE FIRM REG. NO.20683
0
801 EAST CAMPBELL ROAD, STE. 650
RICHARDSON, TEXAS 75081
m
TELEPHONE - (214)-484-7055
T Q
PROJECT NO.2019014-01 E
Lu
DATE: FEBRUARY 2024 PAGE 2 OF 5
\ i
Ti.
4,0 \
/
/
20' SANITARY SEWER ESMT
INST. NO.2023-16670 RPRDI
i
/
/
/
/
MM CREEKVIEW 1027, LLC
(CALLED 1027.38 ACRES - SAVE /
& EXCEPT 10.0407 ACRES) i
INST. NO.2021-163246 RPRDCT
/
/
/
i
/
/
/
i
/
/
/
/
FULLY DEVELOPED 100-YEAR
FLOODPLAIN FOR LnTLE ELK&-,,
CFtEEK (SEE NOTE"') \
/
/
/
/
/
/
/ S52°51'51'E
/ 118.66'
A=000°08'04" LENNAR HOMES OF TEXAS LAND AND
7s'ec R=2985.50' CONSTRUCTION, LTD. J oy ,
/ CB=N37°12'11"E (CALLED 75.282 ACRES) a�E��oo''q5
CL=7.00' y INST. N0.2023129264 RPRDCT sc�P '
+4-i, v L=7.00'
`` by s-
o
�o• N38°09'46'E
41 / / � �� f ?O2a / 50.09
AZ'
145s.
b° ''s l�c4�i' a ?s�/F 86°13'08"E 156.82' S/e cIRF g '
♦ , (Bco) N89°53'49"E 1697.5V
146 / �b ♦ 76B 55. 50.09 W.00 .00• 50.00' 50,00' 50.00 50.00• 50.00' 50.01r .00
cRes hb
/ 147 .�► /.�\/�0 �i{rE (e�i ��' � � i Or
.Cn • /O/ aT o b g b b b b b b g o T o
,i �S'/ � �'�/ 1 ,p 73 Z 72 g m 71 0 �_ 70 69 Z9 68 a 67 � 66 0 65 64 63 62 0 � 61 0 � 60 ;3 59 58 56 � S'
/��0 z z�
148 !r �. \� __ S _ -- -- 20BL _ _ _ _ _ __ _ _ -F
_
♦ vr. C/ -7-3.78 39T -- --145.55_- _- -- -- - -- --
Q��ti c�/ / -_ _- _ 55_00-- - 55Op _ _5_5.04__ 50.00 _ -50 - _ 50_OU - 50.00 _ _SO.Op r5D_00 _ SU.OU_ _SO.QO_ _ SQOfP _ 50.00 _ 50.00_ _ 50_0Q _ 50.00 _ 50.00_ _
" 749 / � r _a- _ LOVELACE STREET - o N - - - 7suE - - - N89'5TAITE 1987.OP(TOTAL) t
13 93 - �- -
o //S 7y6� �� ♦`\ 506.51' 7.SUE o N 3(13.1)D 7.SUE
150 /IVY nes\ `43.6T-SS.00r50.00--50.00- - SO. --so.00'- s0.o0 - so-oo - -woor I r----T3T9'---------izo-i1' l r 50.00'- -- Off - !TO
11.51' - -- 201L - -- -- - -- ---I I I �I----- bb met----
,, 13 ^^ 14 I^i il$g�$$'
s4r a 3 4 5 6 7 -i 8 -4 9 2 10 g i 11 t ( 1 1 1 1 2 3 "' 4 "'
' E- S 7 g: o 1 ; I I N89'S3'49T M9'53'49-E 11 5V R.O.W. 1 I� /� ^ g^ o � s
^� 10.00 /w , g^ z z z z z z z z -yI ,; ro 1 L I 132.29' 120.71' 1 25 25 ; lJm z z z z'
/!'!�'33121v 8 ^ N89 5349 E 625.ar (TOT ) 1 ' to I 12 is I of 1 Imo' /
1
a �
153 /or r/ 2
US'3740'E / / 1 ; /
r15.aa r
\ _
�N 154\ -- -
4RS N89'5749 E
w M 115.W
,
i LL � 155
NISI
N89'ST49E
I
ri
115.W
1
156
lei
'm, l LU
N89.5T49'E
FFE 115.ar
�
�
S 11on 157
I
Ill
�Isi_
158 ('si I �
1 (-1
N89'5749'E 25' 25'
w In 115.00'11.95 \
L 0 159 /i ♦ T
N89'S3'49'E F g $ \
?3 69.58 85.47
4
55.00
55.00,
50.W
50.00
50.00
so"
50.W
50.W
60.00 1
$
Is 02
I N89'5T491E
$1
N89'53'49'E I 1
$ 1 60.W SLOT WOO %W
IN 1 60.00, 50.W 50.W 50.00'
55.00'
55.00'
55.W
50.W
50.00
50.00,
50.00
50.09
50.00'
50.00
50.OQ'
60.W 1
9
1 13227
120.71'
I I
�I
1
$
g
I
-
1
5
I�1
I
$ ^
2
$ 22
oo
21
oo
20�3
$
190
$ T
18:9
$
17�^
o
160�
$
1508
z�
1408
oo F
13g�
el
12�
I
N89'S349 E
N89'5349'E
Ir
e o o $O
I P42Q2 41 40 � 19 uW
I 13M
N
1M.71' --i
l$1
�
� r,^
0�
I
1>I
1 P� 0�
(^ z z z z
----
--
--
--
-
--
-�,
i0
��
17 1.51
b/
IL- BL
cn
-
SSbO
-- --
- 55_0� _
_ 5is. _
_50.00'_
_ 50_L
SR_00 -
50.00
----
50.00_
--
50_00 -
50.00
----
150.00_
_60.Oa J
(<
I I N875349 E
N89'5349'E I
L 6D.� _ _ 50_00 SO.OD 50.00
a -
- -
`s W
zsuer 3
N89'5Y49_E 770.00
N
a
7.SUE
W
14
1 13227
ICI
g
120.71' 1
o
_ - _ - _ - _p
-) ode
- -
9
1"'I
McCLINT STREET 7.sUE
N
N89'5349'E ��
N845349E I
W
�o.
h-
00
soar
- s0-W
5O. -
so.ip-
- 50.W
s0-Do' -
so.00-
�so-Ov
so-0n_-
.00-
-wor-
-sa.w-
I T-
20 BL
-I I
I-,(j
sx
Tr
as
i
1
I 1
o
1 1
gl
v 2 ��
3.��
4 s
5
6 P^
$ F
7 0_
g
8
9
o F_
10g�
9 m
11
9 oro
12§
135--
I
14 �
8
g^
g^
$�
g^
I� f
\
NW59T4
720,1WJ0
)
-I-�
60.oa
50.W
soar
50.w
' w
5D.00'
50.ar
so.
so.00
w.oa
so.ao'
50.00,
50.00,
60.w
60-W
50.00,
soon'
50.W
50.00 .
50.00,
50.W
5o.ar
50.W
50AT
50A,
50,00,
60.00'
60.W 1
\
l
/
\
idl
2Z
13:
�::
" I
27E
26Z
25ZON24
b'0�b
23
cz? 3221g20
�
QPg
19
b 18
$H 17E
bVf 16
l
15-'28 1
bfl
N
N
O
z
z
z
z
z
z
11.
z
z
rar
z
z
z
J
_
_
.R__TjE_3
_5roar
_.ar_
Z
W
1 13227 S 120.n' 1 � � so-o0,---s0-oir-
J
1'.2 8 ogN 19 / I ZI =
1 I NWSX49-E N89.5T49 E I Q ° 1 ?4 2 P' 3 g 4 ~
I° 1 ID g $ $ mI OI ZI I IJ
�l 7 8 ��;9 Sill
$r I
/
/489-ST49-E NB9's349EW I 1a 1I
I
60.W 50.0a50.0050.W
� 2711
) Oi60.W %00' 50.00, 50.00pI611
AA
50' R O.W. I N89 5349'E NW5T49'E Ibb l g . 12.' l ( rg g $ 41 40 O392s 2s 5 22 142 132.2Tg
1052E I 1
$ RP \ N33 39WW
`
3 sn
`�
7 ^�E
I
1
60.0E -
c _ N89.5349 E 770.ar
--�
_
_
-
- -
I
160i\���
`
\\
N 7.soE MIETNER6BaRT
\"\
FFE ITS
562.9
5 S 0.0E 500.0- 01r b0.00 50.00- 50.0E-50.00'
_ ---
--�- 21Y
50A0'-
--
SR 0'
---
00
58.0- 60.0E
-- -�I
BL
1
i 46
552'
ir r
y. 162_ $ 163^ $
_ �_ r_ r
164� g 165 $ 166� $ 167 $ 168� g 169� 170�
_
$ 171� $
ram_
172�
g 173_
\
$ 174. 175 1
$
I
161
FFE
aD b p
.O p .D p b p .p b p .O p .O
p .0 p
,D
I
O
564.8
zFFE z FFE z
FFE z FFE g FFE 2` FFEz FFE z FFE z FFE z
FFE z
FFE z
FFE z
FFE o$ Jly
564.9 566.1 567.4 568.E 569.9 571.► 572.4 573.E 574.9
576.1
577.4
579.1
581.4 z _FFE-mnI I
\
316.30'
583.3'- 1
7s oa
oa
oo
ar 1
zs.ar
1S
APPROXIMATE SURVEY LINE
S89°5349W
1737.46
4 /
PI
1
3 //
N89'STJITE
ice)
/ 13Z29'
2
0
m
NBT5749T
3 1Z N
-
r^
I� l /
FFE
1 586.2
^
12.93' 7 z z z
189 5349E 1" ' 21r BL _ _ _
11477 ml l �3500 50.0E _ 50.0E _ 50_o0_
23 ("�� ���333'34'�'E ,n 60.W C5
37 -
151.68
50-W
50x
50_ar
24
1 2O BL
4$ .6
5 73
O BFE A��
1 t)
=
$ 27 P
g 28
g 29
='
:=
. 25 00
26E
NFFE
- Q�
,"-
Q9
$
O
. FFE z
FFE z
FFE z
FFE z
583.5
584.0
584.5
585.3
505.9
5
FULLY DEVELOPED 1 MYEAR
\
'\
FLOODPLAIN FOR LIM.
MSUD 15'XI5' WLE
\\
CREEK (SEE NOTE")
INST. NO. 2023-38419
\
RPRDCT '
\
\
�02�
W
Q
W
X
Z
y55o
!O 02
OQ t�,
\ F
\\ �
1
N
y
\\
\\
1
1
BOUNDARY LINE
\
\\
PROP. R.O.W. LINE
\\
MM EDGEWOOD CREEK LLC
`\\
INST. NO. 2020-163314 RPRDCT
'
PROP. LOT LINE
\
\\
'
PROP. ROAD CL
1
\\
BUILDING LINE
------------------ EASEMENT LINE
� M M M M M W M M PLAT PHASE LINE
- - - w - - - ABSTRACT LINE
LINE TABLE
LINE #
BEARING
DISTANCE
L1
S5617901
4796
L2
NOT4616T
4.84'
L3
NW5619T
22.W
L4
N00'0611'W
9.51,
L5
S89'53'49'W
47.04'
L6
N71.4439T
27.W
CURVE TABLE
CURVE #
DELTA
RADIUS
CH. BEARING
CH. LENGTH
LENGTH
C1
005'3729'
2960.50
N34'2729'E
290.51'
290.62
C2
031.44'56'
250.00
S15.4616'W
136.76
138.53
C3
033'49'01'
150.00
S73'11'41T
87.25'
88.53
C4
042'0745'
1500.00
S21'0714T
1076.23'
1100.76
C5
028'5710'
250.00
N75'2514'E
124.97
126.33
C6
018'0710'
250.00
N80'4914'E
78.88'
79.21
C7
042'11'53'
250.00
S21'121)8'E
179.97
184.12
C8
047'48'OT
530.00
S66'121)8'E
429.47
442.18
C9
047'4811T
250.00
N66'12'08'W
202 58'
208.58
C10
091'4V4l'
50.00
S45'591TE
71.80'
80.D9
C11
040`2611'
250.00
N67.54'3TE
172.73'
176.36
C12
007.0713'
250.00
N86'201TE
31.05,
31.07
C13
1570653'
60.00
NO2'41'561
117.61'
164.53
C14
157.06'53'
60.00
S45.061TE
117.61'
164.53
cis
15r06'53*
60.00
S45'0611'E
117.61'
164.53
C16
090'00'00'
25.00
NO2'41'56'E
35.36
39.27
C17
090'00'00'
25.00
S45'0611'E
35.36'
39.27
C18
090'00'00'
25.00
S4W611'E
35.36'
39.27
SHEET 3 SHEET 2
1
I I I
;, /SHEET 1
V
KEY MAP
(NOT TO SCALE)
I
STREET
NOTES:
1. Water service and sanitary sewer service to be provided by Mustang Special Utility District.
UTILITY PROVIDERS:
(A) ELECTRIC & GAS SERVICE: COSERV (B) TELEPHONE SERVICE: AT&T
7701 South Stemmons 2301 Ridgeview Drive
Corinth, Texas 75065 Piano, Texas 75025
1-800-274-4014 (972) 569-3084
(C) WATER & SANITARY SEWER UTILITY SERVICE: Mustang Special Utility District
7985 FM 2931
Aubrey, Texas 76227
(940) 440-9561
2. Sanitary sewer to be handled by facilities approved by the Denton County Health Department and the Texas
Commission on Environmental Quality.
3. Notice - selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law and is
subject to fines and withholding of utilities and building permits.
4. This plat does not after or remove existing deed restrictions, if any, on this property.
5. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain.
6. The owners of all comer lots shall maintain sight triangles in accordance with the city subdivision ordinance.
7. All common areas Will be owned and maintained by the HOA/POA.
8. Water and sewer utilities services are to be owned, operated, and maintained by Mustang Special Utility District.
9. All surface drainage easements shall be kept clear of fences, buildings, foundations, plantings, and other obstructions
to the operation and maintenance of the drainage facility.
10. Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the
floodway is prohibited.
11. The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will
be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage
courses along or across the lots.
12. No construction, without written approval from Pilot Point shall be allowed within an identified 'FIRM' floodplain area,
and then only after a detailed floodplain development permit including engineering plans and studies show that no rise
in the Base Flood Elevation (BFE) 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.
13. The bearings shown and recited hereon are referenced to the Texas Coordinate System of 1983 - North Central Zone
No. 4202 - NAD 83. (AII distances are surface distances with a surface to grid scale factor of 0.999849393).
14. Plat and deed calls shown recited hereon are referenced to previously filed recorded plats and/or deeds for subject
and adjoining properties.
15. Subject property is located within Zone AE -'Base Flood Elevations determined, and Zone X (unshaded) -'Areas
determined to be outside the 0.2% annual chance floodplain', according to Federal Emergency Management Agency
Flood Insurance Rate Maps for Denton County, Texas and Incorporated Areas - Map Number 48121 CO27OG &
48121 CO290G, Revision Date April 18, 2011. **Fully Developed Floodplain information shown is according to
'Tributaries Flood Study for the Creekview Meadows East and West Phase 1 Development in Pilot Point, Texas (as
approved April 21, 2023), and Little Elm Creek Flood Study for the Creekview Meadows and Mobberly Developments in
Pilot Point, Texas (as approved February 27, 2023) .
16. The City nor County will be responsible for any damage, personal injury or loss of life or property occasioned by
flooding or flooding conditions.
17. Construction not completed within two years of the City approval shall be subject to current Subdivision Rules and
Regulations.
18. Reverse frontage comer lots shall have a side yard fence setback of 15' in accordance with the city subdivision
ordinance.
19. HOA CCRs to be recorded at same time of final plat.
20. CO will not be issued without water or sewer.
21. A driveway culvert permit must be obtained from the Road and Bridge Department by the owner of each lot prior to the
construction, Installation, or placement of any driveway access improvements within the dedicated right-of-way.
(if county road outside of City limits)
22. Sidewalks are required in all residential subdivisions with average lot sizes of less than one acre platted or replatted.
23. The maintenance of paving, grading and drainage improvements and/or easements show on this plat are the
responsibility of the individual property owners and do not constitute acceptance of same for maintenance purposes
by the City or County.
24. All streets shall be constructed to city standards as set forth in Section 10.04.009 of City Subdivision Ordinance.
25. All perimeter property comers are 5/8-inch iron rods with cap stamped 'BCG 10194538" set, unless noted
otherwise. Lot comers are 5/8-inch iron rods with cap marked 'BCG 10194538* set or an 'X" cut (set) in concrete.
When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet
(6) from the rear lot comer on the side lot line.
1 ftl V SIDEWALK AND
VISIBILITY EASEMENT ".)
25' x 25' SIDEWALK & VISIBILITY
EASEMENT IS REQUIRED
ON 65' WIDTH ROAD R.O.W.
II
I
SETBACK (TYP)
LOT G
ly LOT
?
w
II
lip
20ML (TYP)
STREET
MINIMUM SETBACK
EXHIBIT
(Not to Scale)
OWNER
MM CREEKVIEW 1027. LLC.
1800 Valley View Lane
Fanners Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
EMAIL: JNichols@Barraza-Group.com
0 100 200
SCALE V =1W
R
LOCATION MAP
(NOT TO SCALE)
LEGEND
IRF
IRON ROD FOUND
CIRS
Str CAPPED IRON ROD STAMPED
1= 01019453r SET
--ESMT
EASEMENT - --
LS
LANDSCAPE EASEMENT -
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
VE
VISIBILITY EASEMENT
WME
WALL MAINTENANCE EASEMENT
WLE
WATER LINE EASEMENT
--- SSE
LS&DE
SANITARY SEWER EASEMENT
LANDSCAPE & DRAINAGE EASEMENT
FFE
FINISHED FLOOR ELEVATION
MFFE
MINIMUM FINISHED FLOOR ELEVATION
BL
BUILDING LINE
-- RP
RADIUS POINT
HOA
ROW
HOME OWNERS ASSOCIATION
RIGHT-OF-WAY
VOL, PG.
VOLUME, PAGE
DOC.NO.
DOCUMENT NUMBER
INST. NO.
INSTRUMENT NUMBER
RPRDCT
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS,
DENTON COUNTY, TEXAS
O
DENOTES STREET NAME CHANGE
ODENOTES
SUBDIVISION BLOCK
FINAL PLAT
K.�"1 � v : ILL
T'I P-1� 1
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X,
LOTS 1 X& 1-42, BLOCK Y; LOTS 1 X& 1-42,
BLOCK AA; LOTS 1 X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1 X & 1-3, BLOCK FF; AND LOTS 1 X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO.1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683
0
801 EAST CAMPBELL ROAD, STE. 650
RICHARDSON, TEXAS 75081
r/)
m ;-
TELEPHONE - (214)-484-7055
X a
PROJECT NO.2019014,01 E
N
F
DATE: FEBRUARY 2024 PAGE 3 OF 5
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
WHEREAS MM CREEKVIEW 1027, LLC is the owner of that certain tract of land situated in the Levi Robinson Survey,
Abstract No.1488, the James H. Melroy Survey, Abstract No. 895, the James A. McPherson Survey, Abstract No.1481, and
the Arthur E. Norwood Survey, Abstract No. 969, in Demon County, Texas, and being part of that certain called 1027.38 acre
tract of land (save and except 10.0407 acres) described in deed to MM CREEKVIEW 1027, LLC recorded in Instrument No.
2021-163246, of the Real Property Records of Demon County, Texas (RPRDCT), and being more particularly described as
follows:
BEGINNING at a 5/8-inch iron rod found at the most southerly comer of said MM Creekview 1027, LLC tract, and being
located in the northwesterly right-of-way line of Farm -to -Market Road No. 428 (a variable -width right-of-way), said
right-of-way according to deed to the State of Texas recorded in Volume 478, Page 312, RPRDCT, said iron rod also being the
most easterly southeast comer of that certain tract of land described in deed to MM Edgewood Creek, LLC recorded in
Instrument No. 2020-163314, RPRDCT;
THENCE North 00.27'07' East, with a west line of said MM Creekview 1027, LLC tract, and the most easterly east line of said
MM Edgewood Creek, LLC tract, a distance of 1802.78 feet to a 3/4-inch iron pipe found at the northeast comer of said MM
Edgewood Creek, LLC tract;
THENCE South 89'5349' West, with a south line of said MM Creekview 1027. LLC tract, and the north line of said MM
Edgewood Creek LLC tract, a distance of 1737A6 feet to a 5/8-inch iron rod with plastic cap stamped 'BCG 10194538' set
for comer,
THENCE over and across said MM Creekview 1027, LLC tract, the following courses to 5/8-inch iron rods with plastic cap
stamped 'BCG 10194538" set for comer.
North 00'0611' West, a distance of 435.12 feet;
North 01 *03'13' East, a distance of 144.17 feet;
And North 31'3844" East, a distance of 287.99 feet;
THENCE North 34.33'52" East, continuing over and across said MM Creekview 1027, LLC tract, a distance of 207.85 feet to a
5/8-inch iron rod with plastic cap stamped 'BCG 10194538' found for comer at the most westerly southwest comer of that
certain called 75.282 acre tract of land described in deed to Lennar Homes of Texas Land and Construction, Ltd. recorded in
Instrument No. 2023-129264, RPRDCT;
THENCE with the south and west lines of said Lennar Homes of Texas Land and Construction, Ltd. tract, the following
courses to 5/8-inch iron rods with plastic cap stamped "BCG 10194538' found for comer:
South 52.51'51" East, a distance of 118.66 feet to the beginning of a non -tangent curve to the right;
Northeasterly, with said curve which has a central angle of 00.08'04', a radius of 2985.50 feet, and a chord which bears
North 37.12'11' East, a chord distance of 7.00 feet, and for an arc distance of 7.00 feet;
South 52"4347' East, a distance of 168.86 feet;
North 38'09'46' East, a distance of 50.00 feet
South 86'13'08' East, a distance of 156.82 feet
North 89.5349' East, a distance of 1697.50 feet;
South 00.0611 * East, a distance of 511.54 feet to the beginning of a tangent curve to the left;
Southeasterly, with said curve which has a central angle of 42.0745", a radius of 1467.50 feet, and a chord which bears
South 21.073V East, a chord distance of 1052.91 feet, and for an arc distance of 1076.91 feet, -
And South 42'08'57' East, a distance of 166.87 feet, said iron rod bring located in said northwesterly right-of-way line of
Farm -to -Market Road No. 428, from which a 1/2-inch iron rod with plastic cap stamped 'GEER' found on said
northwesterly right-of-way line bears North 47'51'03' East, a distance of 10.92 feet;
THENCE with said northwesterly right-of-way line of Farm -to -Market Road No. 428, the following courses to 1/2-inch iron
rods with plastic cap stamped 'GEER' found for comer,
South 47.51'03' West, a distance of 1287.04 feet,
And South 50.4T47' West, a distance of 100.13 feet;
THENCE South 47.51'03' West, continuing with said northwesterly right-of-way line of Fam1-to-Market Road No. 428, a
distance of 170.49 feet to the POINT OF BEGINNING, and containing 76.029 acres of land.
OWNER'S DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, MM Creekview 1027, LLC, a Texas Limited Liability Company, acting herein by and through their duly authorized officer,
does hereby adopt this plat designating the herein above described property as CREEKVIEW MEADOWS EAST PHASE 1, an
addition to City of Pilot Point, Texas, and do hereby dedicate to Mustang Special Utility District and the City of Pilot Point in fee
simple, the streets and public use areas shown hereon, and do hereby dedicate the easements shown hereon for the purposes
indicated to the exclusive use forever of City of Pilot Point, said dedications being free and clear of all liens and encumbrances
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 City of Pilot Point and subject to it's 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 City of Pilot Point use thereof. Any
public utility given the right by City of Pilot Point 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 above described streets, easements and rights unto City of Pilot Point against every person whomsoever
comes lawfully claiming or to claim the same or any part thereof. This property is not located within the Extra -Territorial
Jurisdiction of any municipality. This plat approval is subject to all the platting ordinances, rules and regulations, and
Development Agreements, if any, with and of Denton County, Texas.
WITNESS MY HAND THIS e DAY OF P661t 4 2024.
MM Creekview 1027, LLC
a Texas limited liability company
By: MMM Ventures, LLC
a Texas limited liability company
its Manager
By: 2M Ventures, LLC
a Delaware limited liability company
Its Manager
By:
Mehrdad Moayedi
its Manager
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the i3Vday of 6rtAr y 2024, by Mehrdad Moayedi, Manager of 2M
Ventures, LLC, as Manager of MMM Ventures, LLC, as manager of MM Creekview 1027, LLC, a Texas Limited Liability
Company, on behalf of said company.
Giyf vqqer4fi,1hd seal of office, this 1f day of 2024.
Notary Public in and for the State of Texas
O7�6VZO2,6 t�aY MATTHEW DAWSON
T� i Notary ID #133843590
My commission expires on:
My Commission Expires
July 5, 2026
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
That 1, JIMMIE D. NICHOLS, a registered professional land surveyor, do hereby certify that this plat was prepared and the field
notes made a part hereof from an actual and accurate survey of the land and that the comer monuments shown hereon were
farad or property placed
��'�-under my personal supervision in accordance with the city of City of Pilot Point subdivision regulations.
DATED THIS THEpl"I-DAYOFI'� 2024.
S�P� GiOTERFa"y
............
.............
JIMMIE D. NICHOLS
J MIE D_ NICHOLS ..........................
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 A 5184
''Q�FESSICNP\'�Q-
STATE OFTEXAS § SURV�O
COUNTY OF DALLAS §
Before me, the undersigned authority, a notary public in and for The State of Texas, on this day personally appeared JIMMIE D.
NICHOLS, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he
executed the same in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE �' DAY OF 2024.
TARY PUBLIC IN AND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES: of I act 19-0,)--( o
FLOODPLAIN EASEMENTS
"av'v"'', AMANDA RENEE SMITH
♦P,... ;q �i
c?:' Notary Public, State of Texas
Comm. Expires 01-094026
Notary ID 125153769
(A) Floodplain Easements shall be provided along natural drainageways and lakes or reservoirs. Floodplain
easements shall encompass all areas beneath the water surface elevation resulting from a storm whose
design frequency is one hundred (100) years, plus such additional width as may be required to provide
ingress and egress to allow maintenance of the banks and for the protection of adjacent property, as
determined and required by the city engineer.
(B) Floodplain Restriction: No construction, without the written approval of the city shall be allowed within a
floodplain easement, and then only after detailed engineering plans and studies show 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 part to the request. These engineering studies shall be done in
compliance with FEMA (Federal Management Agency) guidelines which address acceptable studies,
methods and limits of work done inside the 100year floodplain. Where construction is permitted, all finished
floor elevations shall be a minimum of one (1) foot above the 100year elevation. Any existing creeks, lakes,
reservoirs, or drainage channels traversing along or across portions of this addition, will remain as an open
channel at all times and will be maintained by the individual owners of the lot or lots that are traversed by or
adjacent to the drainage courses along or across said lots. The city will not be responsible for the
maintenance and operation of said drainage ways or for the control of erosion. Each property owner shall
keep the natural drainage channels traversing adjacent to his property clean and free of debris, silt or any
substance which would result in unsanitary conditions and the city shall have the right of ingress and egress
for the purpose of inspection and supervision of maintenance work by the property owner to alleviate any
undesirable conditions which may occur. The natural drainage channel, as in the case of all natural drainage
channels, is subject to stormwater overflow and natural bank erosion to an extent that cannot be definitely
defined. The city shall not be liable for damages of any nature resulting from the occurrence of these natural
phenomena, nor resulting from a failure of any structures withing the natural drainage channels. The natural
drainage channel crossing each lot is shown by the floodplain easement line as shown on the plat.
RECOMMENDED FOR APPROVAL` BY THE PLANNING AND ZONING COMMISSION
Date of Recommendation: 'v
Chairman:
Date of City Council Approval: �� Fw
Mayor. [r�
ATTEST THIS oJC D,YOF 6RURQ 2024.
City Secretary:
SH0012A G01, SO4, C14, PID71, PID80, PID82, TIF30
52844 - A0969A NORWOOD, TR 2, 37.518AC/ALL
52864 - A0895A J MELROY, TR 6, 15.523AC/PART
52878 - A1481 A MCPEHERSON, TR 2, 17.986AC/PART
84806 - A1488A L ROBINSON, TR 3, 5.0020AC/PART
MM CREEKVIEW 1027. LLC.
1800 Valley View Lane
Farmers Branch, Texas 75234
PHONE (469) 892-7200
RPLS OF RECORD:
JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 5184
EMAIL JNichols@Barraza-Group.com
FINAL PLAT f; 4
Cp4
r le 1-
E
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W; LOTS 1-50, BLOCK X;
LOTS 1 X& 1-42, BLOCK Y, LOTS 1 X& 1-42,
BLOCK AA; LOTS 1 X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE;
LOTS 1X & 1-3, BLOCK FF AND LOTS 1X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO.1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
-1"-
0 ZA
CONSULTING GROUP, LLC
BARPA--
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683
801 EAST CAMPBELL ROAD, STE. 650
r„
RICHARDSON, TEXAS 75081
m
TELEPHONE - (214)-484-7055
PROJECT NO.2019014-01 E
w
DATE : FEBRUARY 2024 PAGE 4 OF 5
Filed for Record
in the Official Records Of:
Denton County
On: 2/26/2024 1:23:26 PM
In the PLAT Records
CREEKVIEW MEADOWS EAST PHI
Doc Number: 2024-76
Number of Pages: 5
Amount: 250.00
Order#:20240226000425
BY: MF
I;
Block M - Lot Area
Lot Area (AC) Area (SF)
144 0.138 5,998
145 0.136 5,922
146 0.135 k891
147 0.136 5,905
148 0.135 5,896
149 0.134 5,833
150 0.132 5,750
151 0.150 6,529
152 0.173 7,553
153 0.167 7,268
154 0.143 6,245
155 0.132 $,750
156 0.132 5,750
157 0.132 5,750
158 0.132 5,750
159 0.126 5A76
160 0.303 13213
161 0.329 14,350
162 0.146 6,372
163 0.149 j 6500
164 0.149 6,500
165 0.149 6,500
166 0.149 6,500
167 0.149 6,5W
168 0.149 6,500
169 0.149 6.500
170 0.149 6.500
171 0.149 6,500
172 0.149 6,500
173 0.149 6,SW
174 0.149 6,500
175 0.179 7,800
1X 0.026 1,150
2X 0.026 1,150
Block M - Total Area
Area (AC) Area (SF)
S034 1 219.301
Block U - Lot
Area
Block V - Lot Area
Lot Area (AC) Area (SF)
1 0.339 14,782
2 0.189 8,219
3 0.145 6,325
4 0.145 6,325
5 0.132 5,750
6 0.132 5.750
7 0.132 %750
8 0.132 5,750
9 0.132 5,750
10 0,132 5,750
11 0.158 6,900
12 0.158 6,900
13 0.132 54750
14 0.132 5,750
15 0.132 5,750
16 0.132 k750
17 0.132 5,750
18 0.132 5,750
19 0.132 5,750
20 0.132 5,750
21 0.145 6,325
22 0.145 6,325 1
23 0.145 025
24 0.232 10,092
Block V-Total Area
Area (AC) Area (SF)
3.651 159,018
Block W - Lot Area
Lot Area (AC) Area (SF)
1 0.158 6,900
2 0.132 5,750
3 0.132 5,750
4 0.132 5,750
5 0.132 5,750
6 0.132 5,750
7 0.132 5,750
8 0.132 5,750
9 0.132 5,750
10 0.132 5.750
11 0.132 5,750
12 0.132 5,750
13 0.132 5,750
14 0.158 6,900
15 0.158 6.900
16 0.132 5,750
17 0.132 5,750
18 0.132 5,750
19 0.132 5,750
20 0.132 5,750
21 0.132 5,750
22 0.132 51750
23 0.132 5,750
24 0.132 5,750
25 0.132 5,750
26 0.132 5,750
27 0.132 5,750
28 0.155 k766
Block W - Total Area
Area (AC) Area (SF)
3.799 165,466
Lot
Area (AC)
Area (SF)
1
0.242
10,560
2
0.139
6,038
39
0.172
7,475
40
0.145
U25
41
0.132
5,750
42
0.132
5,750
43
0.132
5,750
44
0.132
5,750
45
0.132
5,750
46
0.132
5,750
47
0.132
5,750
48
0.132
5,750
49
0.132
%750
50
0.132
5,750
51
0.132
5,750
52
0.132
5,750
53
0.132
5,750
54
0.132
5,750
55
0.132
5,750
56
0.132
%750
57
0.132
5,750
58
0.132
5,750
59
0.132
5,750
60
0.132
5,750
61
0.132
5,750
62
0.132
5,750
63
0.132
5,750
64
0.132
k750
65
0.132
k750
66
0.132
5,750
67
0.132
5,750
68
0.132
5,750
69
0.132
5,750
70
0.145
6,325
71
0.148
6,428
72
0.152
6,633
73
0.275
11,987
1X
0.020
862
Block
U - Total
Area
(SF)
Area
(AC)
Area
5.266
229,383
CREEKVIEW MEADOWS EAST PHASE 1
Block
X - Lot
Area
Block Y - Lot Area
Lot Area (AC) Area (SF)
1 0.158 6,900
2 0.132 5,750
3 0.132 5.750
4 0.132 5,750
5 0.132 5,750
6 0.132 5,750
7 0.132 5,750
8 0.132 5,750
9 0.132 5,750
10 0.132 5,750
11 0.132 5,750
12 0.132 5,750
13 0.132 5,750
14 0.132 k750
15 0.132 5,750
16 0.132 5,750
17 0.132 5,750
18 0.132 5,750
19 0.132 5,750
20 0.145 6,325
21 0.172 7,475
22 0.172 7.475
23 0.145 6,325
24 0.132 5,750
25 0.132 5,750
26 0.132 5,750
27 0.132 5.750
28 0.132 5750
29 0.132 56750
30 0.132 5,750
31 0.132 5,750
32 0.132 5,750
33 0.132 5,750
34 0.132 5,750
35 0.132 5,750
36 0.132 5.750
37 0.132 5,750
38 0.132 5,750
39 0.132 5,750
40 0.132 5,750
41 0.132 j 5,750
42 0.158 6,900
1X 0.040 1,725
Block Y - Total Area
Area (AC) Area (SF)
5.742 250,125
Block AA - Lot Area
Lot
Area (AC)
Area (SF)
Lot
Area (AC)
Area (SF)
1
0.157
6,840
1
0.158
6,9W
2
0,152
6,614
2
0.132
5,750
3
0.152
6,614
3
0.132
5,750
4
0.152
k614
4
0.132
5,750
5
0.152
6,614
5
0.132
5,750
6
0.152
6,614
6
0.132
5,750
7
0.152
6,614
7
0.132
5,750
8
0.167
7,276
8
0.132
5,750
9
0.167
7276
9
0.132
5,750
10
0.167
7,276
10
0.132
5,750
11
0.152
6,614
11
0.132
5.750
12
0.152
6,614
12
0.132
5,750
13
0.223
9,696
13
0.132
5.750
14
0.203
8,848
14
0.132
5,750
15
0.139
6,036
15
0.132
5,750
16
0.139
6,036
16
0.132
5,750
17
0.152
6,639
17
0.132
5,750
18
0.152
6,639
18
0.132
5,750
19
0.152
6,639
19
0.132
5,750
20
0.139
6,036
20
0.145
6,325
21
0.139
6,036
21
0.172
7,487
22
0.138
5,999
22
0.182
7,936
23
0.167
7,257
23
0.145
6,325
24
0.304
13,232
24
0.132
5,750
25
0.232
10,085
25
0.132
5,750
26
0.145
6,295
26
0.132
5,750
27
0.149
6,500
27
0.132
5,750
28
0.149
6,500
28
0.132
5.750
29
j 0.149
j 6,5W
29
0.132
5,750
30
0.149
6,500
30
0.132
5,750
31
0.149
6,500
31
0.132
5.750
32
0.149
6,500
32
0.132
5,750
33
0.149
6,500
33
0.132
5.750
34
0.149
6.500
34
0.132
5,750
35
0,149
6,W0
35
0.132
5,750
36
0.149
6,500
36
0.132
5,750
37
0.194
8,450
37
0.132
5,750
38
0.145
6,303
38
0.132
5,750
39
0.140
604
39
0.132
5,750
40
0.140
6,119
40
0.132
5,750
41
0.141
6.145
41
j 0.132
5,750
42
0.142
6,171
42
0.155
6.766
43
0.142
6,196
1X
0.040
1,727
44
0.143
6,222
Block AA - Total Area
Area (AC) Area (SF)
5.750 250,466
45
0.143
6248
46
0.144
6273
47
0.145
6299
48
0.145
6,325
49
0.146
6,351
50
0.171
7,431
Block X - Total Area
Area (AC) Area (SF)
7.867 342,680
Block BB - Lot Area
Lot
Area (AC)
Area (SF)
1
0.172
7,500
2
0.143
6,250
3
0.143
6,250
4
0.143
6,250
5
0.143
6250
6
0.143
6,250
7
0,143
6,250
8
0.217
9,438
9
0.224
9,768
10
0.158
6,875
11
0.158
6,875
12
0.158
6,875
13
0.158
6,875
14
0.158
6,075
15
0.158
6V5
16
0.172
7,500
1 X
0.043
1856
Block BB - Total Area
Area (AC)
Area (SF)
2.636
114,812
Block CC - Lot Area
Lot
Area (AC)
Area (SF)
1
0.158
6,900
2
0.145
6,325
3
0.145
6.325
4
0.145
6,325
5
0.145
6,325
6
0.145
6325
7
0.145
6,325
8
0.153
6,646
9
0.188
8,209
10
0.219
9,560
11
0.136
5,919
12
0.132
5,750
13
0.145
6,325
14
0.145
6,325
15
0.145
6,325
16
0.145
6,325
17
0.145
6,325
18
0.145
6,325
19
0.158
6,900
1XT
0,041
1,795
Block CC - Total Area
Area (AC)
Area (SF)
2929
127,579
Block DD - Lot Area
Lot
Area (AC)
Area (SF)
1
0.158
61900
2
0.145
6,325
3
0.145
6,325
4
0.132
5,750
5
0.132
5,750
6
0.145
6.325
7
0,145
6,325
8
0.206
8,991
9
0.244
10,610
10
0.153
6,656
11
0.135
U76
12
0.134
5X9
13
0.156
6,799
14
0.166
7,229
15
0.159
6,924
16
0.167
7295
17
0.170
7,423
18
0.206
8,990
19
0.231
10,041
20
0.197
8,601
21
0.188
8,183
22
0.169
7.365
23
0.171
7,452
Block DD - Total Area
Area (AC)
Area (SF)
1
3.856
167,964
Block EE - Lot Area
Lot
Area (AC)
Area (SF)
1
0.193
%399
2
0.168
7,329
3
0.169
7,351
4
0.159
7,364
5
0.168
7,329
6
0.169
7,362
7
0.173
7,550
8
0.167
7267
9
0.189
=7
10
0.189
8,227
11
0.189
8,227
12
0.199
8,658
Block EE -Total Area
Area (AC)
Area (SF)
7-142
1 93290
Block FF - Lot Area
Lot Area (AC) Area (SF)
1 0.214 9,316
2 0.205 8,929
3 0.166 7,223
ix 0.253 11,015
Block FF - Total Area
w
Area (SF)
36,483
Block GG - Lot Area
Lot Area (AC) Area (SF)
1 0.257 11,175
2 0.175 7,613
3 0.152 6,615
4 0.145 6,332
5 0.137 5,959
6 0253 11,004
7 0.305 13289
8 0.138 6,028
9 0.132 5,750
10 0.132 5,750
11 0,132 5,750
12 0.132 5,750
13 0.132 5,750
14 0.132 5,750
15 0.132 5,750
16 0.132 5,750
17 0.132 5,750
18 0.132 5,750
19 0.132 5,750
20 0.135 5,891
21 0.165 7,178
22 0.203 8,835
23 0.149 6,502
24 0.148 6,442
25 0.147 6,418
26 0.147 6,394
27 0.146 6,369
28 0.146 6,345
29 0.145 6,321
30 0.145 6,297
31 0.144 6,272
32 0.172 7,495
1 X 4.508 196371
Block GG - Total Area
Area (AC) Area (SF)
9.513 1 414,395
FINAL PLAT
EIP"".23TY- ,
76.029 ACRES
360 RESIDENTIAL LOTS
9 NON-RESISIDENTIAL LOTS,
17.008 ACRES IN STREET RIGHT-OF-WAY
LOTS 1 X, 2X & 144-175, BLOCK M; LOTS 1 X &
1-2 & 39-73, BLOCK U; LOTS 1-24, BLOCK V,
LOTS 1-28, BLOCK W, LOTS 1-50, BLOCK X;
LOTS 1 X& 1-42, BLOCK Y; LOTS 1 X& 1-42,
BLOCK AA; LOTS 1X & 1-16, BLOCK BB;
LOTS 1X & 1-19, BLOCK CC;
LOTS 1-23, BLOCK DD; LOTS 1-12, BLOCK EE,
LOTS 1 X & 1-3, BLOCK FF, AND LOTS 1 X &
1-32, BLOCK GG
SITUATED IN THE
LEVI ROBINSON SURVEY, ABSTRACT NO.
1488; JAMES H. MELROY SURVEY,
ABSTRACT NO.895; JAMES A. MCPHERSON
SURVEY, ABSTRACT NO. 1481; AND ARTHUR
E. NORWOOD SURVEY, ABSTRACT NO.969
CITY OF PILOT POINT
DENTON COUNTY, TEXAS
CITY CASE FILE NO. FP22-001
BARPkZA
OWNER:
CONSULTING GROUP, LLC
MM CREEKVIEW 1027. LLC.
1armersValley YewLane
TBPLS FIRM REG. NO.10194538
exa
Fanners Branch, Texas 75234
PHONE: (469) 892-7200
TBPE FIRM REG. NO. 20683
0
801 EAST CAMPBELL ROAD, STE. 650
RPLS of RECORD:
RICHARDSON, TEXAS 75081
a "
uj
JIMMIE D. NICHOLS
TELEPHONE - (214)-484-7055
m uj
=
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
PROJECT NO. 2019014-01 E
Eacal
EMAIL: JNichols@Barraza-Group.com
DATE: FEBRUARY 2024 PAGE
F- `5
5 OF 5