HomeMy WebLinkAbout(0036) FP-21-052.pdf\ _ - LITSEY ROAD
A VARIABLE WIDTH PUBLIC R.O.W.
DENTON COUNTY A-2
INST. NO. 2009-30461
- O.R.D.C.T. L=
S57°02'14"E- APPROXIMATE LOCATION L-2
A=9058'32" ' 10' TRI COUNTY ELECTRIC CB
40.50 COOPERATIVE, INC
R=60.50 ° „ EASEMENT C
4=54 10 12
L=10.53' INST. N0. 2004-120136
, „ FR= 104.50' O.R.D.C.T.
' GENERAL NOTES
40' ACCESS EASEMENT • Parkway Improvements such as curb and gutter, pavement tie-in drive
(AE 7-1) _ approaches, sidewalks and drainage inlets may be required at the building
INST. NO. 2009-22569 permit issuance via parkway permit.
0006'00" O.R.D.C.T. - Private P.R.V's will be required; water pressure exceeds 80 P.S.I.
_ All property corners are 5/8" capped iron rod marked "KHA" found unless
75 .04' - _ 0=4°39'08" _ noted otherwise.
65.04' R=1140.00' • Bearingsystem based on the Texas Coordinate System of 1983, North
=N78°51'29"E L_92 57' FRANKLIN HUSTON SURVEY Central Zone (4202), North American Datum of 1983. y GRAPHIC SCALE IN FEET
263.68' CB=S81 °04'39"E - ABSTRACT NO. 597 60 0 30 60 ,20
C=92.54' - -
Pv ,CB-S62 01 24 E DRAINAGE EASEMENT 1" = 60' @ 36X48
L=98.80' o „ L5 INSDEJT. 2009-22568 L17-SE�,
C=10.52 ° N68 48 29 E � / / s�.os'
i CB=S84 07 20 E �Li- -� - - } - O.R.D.C.T. 10' SOUTHWESTERN BELL _
G��O - N75°19'24"E C=95.16' 79 7O - -�" - - - - - - - - r I- L3 L2 L1 TELEPHONE EASEMENT A BAR \Ip ROAD
W �� 109.15' � \ � � � � � / / �L6 \ \ D.R.D.C.T. ' PG. 770 TH p B� \1
Ld P P . O . B . IN,
i 10' SOUTHWESTERN BELL /
35E n" J�'� 30' TRINITY RIVER \ 5/8" IRFC TELEPHONE EASEMENT `� L7/ CALLED 1.950 ACRE o o
S7g 45,06,� co CALLED 0.0303
AUTHORITY EASEMENT \ VOL. 2792, PG. 770 / / L8 / TRACT 4 -7 \ _ E 526 �4, o _ ACRE TRACT
G� "GLD" 5/8" IRFC
INST. NO. 2005-125432 \ D.R.D.C.T. / / MCA LITSEY CREEK OWNER LP \ ssgg. CO _ DENTON COUNTY, TEXAS
2 i i "GLD" / L9 u'r
VOL 17096, PG. 20 i i ter'° - - - "
C) _ 120' ACCESS MIN. FFE = 593.15 / / o / ° " -4=11 23 07
LL.I _ - - - - - - O.R.D.C.T. u / INST. NO. 2021-57366 \ °s\� S78 43 05 E D.R. 5549, PG. 131
L,� - - - - - - � )- � EASEMENT _ _ \
„ - - O.R.D.C.T. \ \ �. o �77529�
186.
m SITE _ - -NO 31 55 W - - - - - - - - - - - - _ - - - - - - - VOL. 5428, PG. 7274 Ic- / / gF p0 5'11"E gg. L=250.37
- - - � D.R.D.C.T.
LITSEY ROAD 57.28' 60D NAIL FND. 1 I �� IRSC 1 - D.R.D.C.T. - - - - JI // \ - -7 - - - F,sgo 9 � � - _ \- - - - - - - - CB=S84°29'36"E - - N89048'51"E -
_ - /-
- - - J- - I - -- - - L12 �/ - �T 3 - �� - --C-249.96' - 66.34' - -
_77
- - - - - - - ---- ----- -I ° I - 1 \ - - - - - - \------ ----------- IRFC /� \ IRFC - 238.55' IRSC IRSC - -
------- - - S89 28 24 W I I L13 _ - - - - "KHA" \ r KHA -+- - �-
30' SANITARY SEWER 193.49' I MIN. FFE = 593.45 \� L29 L28 _ 10 IRSC S44051'17"W
------- I \ I \ (OLD) LITSEY ROAD \ s57°42'17"w / 31 �N45°08'43"W IRSC
I I I EASEMENT I -4, \ ✓ 19.91 �,
I 11 I 10' U.E. RESERVATION I I _ i 115 /" C; 19.91
I I INST. NO.2019-83300 INST. NO.2005-66777 I I I rn 1 1 (A PRESCRIPTIVE PUBLIC R.O.W.) 16.00' L30 L27 _
- - O.R.D.C.T. I 1 1 I I I f' L/ \ DRAINAGE EASEMENT \Aro\ 2�� / MIN. FFE = 592.43 -. - - - - - - - - - - - - "I
.D.C.T. I (BY USE AND OCCUPATION) S57°42'17"W\ 33 / L32 L26 - - --
INST. 1- T- j I 1 / NO. D205124381 TRINITY RIVER AUTHORITY _ �1 INST. NO. 2009-26470 / \ -I
O.P.R.T.C.T. TEMPORARY CONSTRUCTION I - - - - J �' / \ ABANDONED BY ORDINANCE NO. 8.00' / I VARIABLE WIDTH
\ O.R.D.C.T. \ / FLOOD PLAIN
I I � L36 42' DRAINAGE EASEMENT
I I EASEMENT 200' SEPARATOR SETBACK \ \
/ INST. NO. 2013-33931
INST. NO. 2019-1188 / A eF L38 �\ �34 PROPOSED FULLY DEVELOPED EASEMENT
I I I O.R.D.C.T. I MIN. FFE = 593.83 I FcS L40 FLOODPLAIN LINE (BY THIS PLAT) O.P.R.T.C.T.
I / \ \ 97.7 \ L44 -- ` L37 L35
S � � \ BASED ON DRAINAGE STUDY
_ I - i MIN. FFE = 592.39 0o c0 /- I - - ICI L25 `t - - \ \ L45 -+�� BY KIMLEY HORN AND ASSOCIATES N
I I I I L24 /`� \ VARIABLE WIDTH �� L42 i \ I
I \ \ \ SWM-2020-0285 - FSR-20-044 °cam° 0 1
I r_ - / \ eFF FLOOD PLAIN \ N
I I I I \ I I L22 L21 Sg EASEMENT L43 L39 \ \ I 1 I �� EASEMENTT SLOPE
60' TEXAS UTILITY - - - - -� - I \ 71S\ (BY THIS PLAT) -
I 1 I I ELECTRIC EASEMENT I I I I I I \ \ \ i ��L46 \ 1 co W I I INST. NO.
l \ I \ I VOL. 4141, PG. 230 \ I I I I I / CALLED 1.000 ACRE / i/ / MIN. FFE = 593.15 \\ 00 o It I
I / HENRIETTA CREEK DRIVE I
I D.R.D.C.T. I A I I \ / 24' EMERGENCY ACCESS EASEMENT ° DD
/ MCA LITSEY CREEK \ / \ / \ (BY THIS PLAT) z o
OWNER LIP V / \ / DRAINAGE EASEMENT \ \ O
/ (BY THIS PLAT) A=76°59'21" N89°15'29"E 122.09' cn
INST. NO. 2020-189619 \ A / \ �^ \ \ R=162.06' I
O.R.D.C.T. \ \ ///.� \\I \\s° L=217.76' / I I
CALLED: 92.202 ACRES I I I I �° CB=N49°35'33"E
CITY OF FORT WORTH i -DEED LINE - - \ / / \ / / 2� \°� C=201.74' / S89°15'29"W 118.58' S0' I C06
ALLED 5.11 ACRE
INST. NO. 2019-83300, I w � � AV/ \�/ ems\ \\� 25' 2 ' CORNERSTONE BIBLE
O.R.D.C.T. (0 w � A e�F Vr'o° = CHURCH
w 2 o v I \ S MIN. FFE = 593.45 \ \o,
INST. NO. 2017-26595
U w I/ 83 / �9s\ \ A 78°09'53"
U w N / 7 1� R=138.00' O.R.D.C.T.
ENGINEER: OWNER:
C) Q ° o, /i I \ \ / I °�\ \ L=188.26'
Kimley-Horn and Associates DUDLEY SIMMONS 7 I
� I m c� I A \ C6=S50°10'33"W I
801 Cherry Strret, Unit 11 # 1300 1601 S. Mopac Expt. I Z) z I I \ \ LOT 1 BLOCK 1 / \ I I
Fort Worth, Texas 76102 Suite 175 - _ _ _ - - - - -I' ,a I ' / \ \ \ \ C=174.00' IRSC CALLED 1.124
Phone 817-335-6511 i I I I \ 57.270 ACRES / \
Austin, Texas 78746 I A. \ IRSC ACRE TRACT
Contact: John Ainsworth, P.E. \ I I 1 A 2 494 693 SQ. FT. /� \ PRIVATE DRAINAGE EASEMENT
512-494-8510 _ _ _ _ I 1 \ ' ' / \ INST. NO. LITSEY PROPERTY LLC
- - - - I 1 1 � \ \ \ \ \ O.P.R.D.C.T. 1 INST. NO. 2019-35010
iI I I o00 A ��, / I \ V Ass I" I O.R.D.C.T.
OWNER: OWNER: 1 j A CALLED 55.888 ACRE / / \ \ \�� PRIVATE DRAINAGE EASEMENT 1 MAINTENANCE
I W \ TRACT 1 \ I \ \00" I I AGREEMENT AREA
MANJOT MASHIANA LITSEY PROPERTY, LLC I \ -
I I L0 / �\ INST. NO. 1/2" IRF INST. NO.
504 Briarwood Ct. ATTN: Jacob Hawkins I i 1 N \ MCA LITSEY CREEK OWNER LP s2� �9�' O.P.R.D.C.T. O.P.R.D.C.T.
MIN. FFE = 593.83-\
Trophy Club, Texas 76262 4305 Round Valley Ln. i 1 N INST. NO. 2021-57366 -
PH: 214-566-8831 Roanoke, Texas 76262 - - - - - - - - - _ 1 1 1 1 `T_ A / / \ �o�\ \ 5/8" IRF - - -
\ O.R.D.C.T. / \
PH: 940-206-0973 - I I I A=26°36'26" .Ao-\ \ \ IRFC I \
m.mashiana@gmail.com _ � 1 V \ / R=312.00' V "KHA"
jacob@liquidconceptpools.com I 1 1 I \ @F // I L=144.89' \ N82042'02"E
_ �-
- \ I I\ I I I \ \ \ FSg rn CB=S24°23'49"W \ `33.79'
OWNER: OWNER: \ \ �_ I �I� 277 / l� I C=143.59' \ o
I I \ PRIVATE DRAINAGE
A / \ \ �p ti - EASEMENT
CORNERSTONE BIBLE CHURCH RANDAL DWAYNE MAHAN \ - ti. 1 1- \ \ \ APPROXIMATE c1 INST. NO.
i I\ I \ I \ N / O.P.R.D.C.T.
ATTN: John Watson 14789 Endeavor Way i \ I \ 1 I \ PROPOSED FULLY DEVELOPED \ LOCATION F.E.M.A.
2297 Litsey Rd. Roanoke, Texas 76262 / / \ i � 1 \ \ FLOODPLAIN LINE \ FLOOD ZONE AE T MAINTENANCE
Roanoke, Texas 76262 PH: 817-296-4669 / I 1 \ I 1 I \ \ \ BASED O\MDRAINAGE STUDY A / \ S82°42'02"WJ INST. NO.
/ 10' U.E. RESERVATION \ \ AGREEMENT AREA
PH: 817-541-7788 dwayne@dwayneslandscape.com - - f- - - - - INST. NO.2019-83300 1 I \ \\ BY KIMLEY HORN AND ASSOCIATES N37'42'02"E \ 33.01' / O.P.R.D.C.T.
/ _ O.R.D.C.T. \ 1 \ \ SWM-2020-0285 - FS 20-044 30.00'�I y ` o� o A, CALLED 6.269 ACRE ° „ /
inco@csbiblechurch.org 1 \ / MIN. FFE = 594.11 cp I A=37 50 45 APPROXIMATE
I \ moo. o. TRACT 3 - PART 1 CITY OF FORT
I^C' MCA LITSEY CREEK OWNER LP R=485.00 / WORTH LIMITS
APPROXIMATE ii�z
I \ I \ I \ \ \ CENTER OF \ \ �o INST. NO. 2021-57366 L=320.36' /
\ HENRIETTA CREEK \\ v ^� °1�L O.R.D.C.T. CB=N18°46'40"E /
- - - - � - - - - - - - - - - - - � - � I \ \ \ 300' GAS WELL (TECH A2H) SETBACK \ / _ MAINTENANCE AGREEMENT AREA
/ I \ I I 1 \ \ (PROTECTED USES) \ \ \ / t�^ , / INST. NO.
\ 1 C=314.57 / / O.P.R.D.C.T.
LAND USE TABLE I
LOT 1, BLOCK 1: 57.270 AC / \\ I \ I\ \ \ \ \ / \ A=37°50'45"
R.O.W. DEDICATION: 2.880 AC / \i I I \ I \\ \� / \ HENRIETTA CREEK DRIVE I ENDEAVOR PARKWAY R=535.00'
PARKLAND DEDICATION: 6.920 AC / I\ 1 \ 300'GASWELL(TECHAIH)SETBACK \ c�\Q'
' 20' WATER EASEMENT I \ 1 \ I \ \ / \ \ 24' EMERGENCY ACCESS
THIS PLAT)
-� (PROTEGTEDUSES, \ RIGHT-OF-WAY DEDICATION IRSC / L=353.39'
TOTAL DEDICATION: 67.070 AC I INST.
O 2019-17517 1 \ I I \ \ /�' \ \ \ \ 2.880 ACRES / / CB=S18°46'40"W
LEGEND I 200' GAS WELL (TECH A1H) SETBACK �\I \ I / eFc` l \ / C-347.00
(HABITABLE STRUCTURES) 1 -7 ` / \ \ 125,442 SQ. FT. / PROPOSED FULLY DEVELOPED
200'TANKSETBACK \ Sg2\ h \ \ \ A=23°33'23" IRSC FLOODPLAIN LINE
A = CENTRAL ANGLE I �,, I I I / 7 \ �'� \ \ R=312.00' I 5.001 ACRE TRACT BASED ON DRAINAGE STUDY BY
P.O.B. = POINT OF BEGINNING I 1 \ I �F\ / \ \ L=128.28' KIMLEY-HORN AND ASSOCIATES
\ I /h \ RANDAL DWAYNE MAHAN
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET I 30' S.S.E. I I I S9 vMIN. FFE = 594.71 \ \ C6=N25°55'21"E A=23°33'23" 1 SWM-2020-0285 -FSR-20-044
IRFC = IRON ROD W/CAP FOUND I \ TRINITY RIVER AUTHORITY I 1 I ���\ , f \ \ \ C=127.37' R=288.00' / / INST. NO. 2.C.T. 390
IRF = IRON ROD FOUND OF TEXAS I / I / /hp \ S, L=118.41' O.R.D.C.T.
SQ. FT. = SQUARE FEET I VOL. 2649, PG. 378 1 I/ ' I I / �, \ S
CAB. = CABINET 1 D.R.D.C.T. I I \ \ \ \�S8„ CB117.58'5'21"W /
VOL. = VOLUME \ I / I z
PG. =PAGE \ 200' GAS WELL (TECH A2H) SETBACK I / 1 / / \ / /�� 30' DRAINAGE tis\ \6"a /
BFE = BASE FLOOD ELEVATION \ (HABITABLE I / / 2° \ \22, 1 /
I / / f EASEMENT �j, \
MIN. FFE = MINIMUM FINISHED FLOOR ELEVATION \ \ I I / / c0 (BY THIS PLAT) 1
INST. NO. = INSTRUMENT NUMBER \ / I / -7 �' 6 \ \ A=23°33'22" I Q
P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, TEXAS I 1 / / / "3 \ R=312.00' A
D.R.D.C.T. = DEED RECORDS OF DENTON COUNTY, TEXAS \ 10' U.E. RESERVATION / I /^ 22� \ L=128.27' A- l� IQ %
O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS \ INST. NO. 2019-83300\/ / ' / -7 \ / c0 A=23°33'24" \ \ Dh
= STREET NAME CHANGE O.R.D.C.T. ��� \ / v CB=S25°55'20"W
\ / / i / 1 R=288.00' \ C=127.37'
L=118.41'ALUMIMUM \ \ �L
\ \\ ���' / / DISK FOUND / VARIABLE WIDTH / C6=N C=1121"E \ �,�
I \ \ I "r I / FLOOD PLAIN \/ h4i C=117.58' \ \ \ \ \ I ��� �/ FINAL PLAT
\ \ 1 I\ �� \\ �� / /% // Ile
%/ / EASEMENT ! \\ �MAINTENANCE AGREEMENT AREA \
\ \ I \ i I <I / / (BY THIS PLAT) /'�5 MIN. FFE = 594.78 \ INST. NO. �Q� LITSEY CREEK COTTAGES
1R // / // / % �� �6� \ O.P.R.D.C.T. lb
\, / 2$$ / 7 // / f, �6� \ \ \PRIVATE DRAINAGE EASEMENT o�V \ LOTS 1 & 2 BLOCK 1
� ,�/ / v SON SURVEY INST. NO. �� > BEING 7. 7 ACRES
- / / O.P.R.D.C.T. G 6 0 0
v IN, , I // // eFF, IB�Lp ROBIN 1 1 19 vv v�
v �� , S9 84� // ARCH CT NO� \ SITUATED IN THE
T A
7�, AB o\ l A. ROBINSON SURVEY, ABSTRACT NO. 1119
7 _ /, / \ // / L6 A=67°32'13" R l� PUBLIC DRAINAGE EASEMENT o ,
R 212.00' �1 / INST. NO. •
_ __ �/ S37 42(A. HENDERSON SURVEY ABSTRACT NO. 596,
o�OJ1 - / L=249.89' pR O.P.R.D.C.T. / 7
N25°20'46"W -7 1100, MIN. FFE = 594.84 CB=S86°04'04"E 965.91'
\ \ / / / C=235.68' 5/8" IRFC 1 F. HURTON SURVEY ABSTRACT NO. 597
RPLS "5649" 1"'•
65.59 \ / / I PRIVATE DRAINAGE
/ i / A=90°00'00" / \ EASEMENT CITY OF FORT WORTH,
h\\ \ \/ / / L 47.1020 IRSC /v INST. P O.P.R.D.C.T.
'
LOT 2, BLOCK 1 �A• \ - 11 / / \ S52°17'58"E MAINTENANCE AGREEMENT AREA / < /
/ PARKLAND DEDICATION \ \ 29.06' C6 2.43' 2'02"E \ „/ DENTON COUNTY, TEXAS
S93 \ / / C=42.43' INST. NO. IRFC IRFC
O.P.R.D.C.T. "KHA" "KHA" MAINTENANCE
/ I 6.920 ACRES ti - - - - - - - \ // -1c�� A=67°32'13"
A=89°5947 / AGREEMENT AREA
cl:
°^"� \ \ // �g ��� R=188.00' R--430.00' � INST. NO. /
/ I 301,421 SQ. FT. p`ti \ \ / / Op9 L=221.60' C 47.12' 7'57"E / O.P.R.D.C.T.
I \ / MIN. FFE = 595.01 �6 CB=S86°04'04"E \
MIN. FFE 595.25 C=208.99'
I I , im e Horn
SEE SHEET 2 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300
CASE NO F P-21-052-LITSEY CREEK Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
REF. CASE NO PP-20-056
\ GAS & SALTWATER LINE EASEMENT
INST. NO. 2012-14681 /
\ O.R.D.C.T.
M
�,,, . �- SEE SHEET 1 r-L66
A=22°27'47" 6 I� \ R=347" 0.00'
R=112.00' LC=47.
123'
L=43.91' CA
7'57"E `v
• COS0•)°
L70 CB=N48°55'56"E =OA
.
V� SC=43.63' 7 MAINTENANCE
60' EASEMENT & R.O.W. I I \ L69 p AGREEMENT AREA S\
6 INST. NO.
BRAZOS ELECTRIC POWER I I V A cy
X / L71 S5 O.P.R.D.C.T. O /
COOPERATIVE I I I I \ T. A=22°27'47" 2°
VOL. 1098, PG. 541 3
R=88.00' S8„
VOL. 1031, PG. 277 I I I °� ' MIN. FFE = 595.25 L=34.50'
I �j`v I / / CB=N48°55'56"E 792
A=90°00'00"
D.R.D.C.T. \ �8
LOT 2, BLOCK 1
PARKLAND DEDICATION
6.920 ACRES
301,421 SQ.FT.
(�
1/2" IRF
L
\
N8020'21 "E
I
\
61.74'
1/2" IRF
co
LO
I
MIN. FFE = 595.72
o
z
IN,
co
z�
\ IN,\Uj
\
c
\
m
\IN,zQ
I I \ \ R=25.00 /
L=39.27' /
CB=S7 17 58 E
60' EASEMENT & R.O.W. / \ \ C=35.36'
TEXAS UTILITIES ELECTRIC / \ \ LITSEY CREEK DRIVE hog * /
\ I COMPANY / 24' EMERGENCY ACCESS EASEMENT A=90°00'00"
MIN. FFE = 595.64 I I I I DO. NO. 97-R0077947 / / \ \ (BY THIS PLAT) R=25.00' N52°17'58"W /
O.R.D.C.T. / \ \ L=39.27' / 53.92' CB=S82°42'02"W
LOT 1, BLOCK 1 / C=35.36'
��o I 59364 \ ,� 57.270 ACRES
2 494,693 S .FT.-4 \
REMINDER OF
VARIABLE WIDTH ov CALLED 117.364 ACRE
FLOOD PLAIN I , \ \ ,\ v �� \ / NOLIN RAGSDALE
EASEMENT \/ MIN. FFE = 595.64 O A CALLED 55.888 ACRE / VOL. 1609, PG. 83
(BY THIS PLAT) TRACT 1 D.R.
I \
MCA LITSEY CREEK OWNER LP
INST. NO. 2021 57366 PRIVATE DRAINAGE EASEMENT
APPROXIMATE I I I I / / \ 0.R.D.C.T. °� °j� INST. NO.
CENTEHENRETTTACREEK I I I / \\ \ ���'� / O.P.R.D.C.T.
CITY OF FORT WORTH °�`Q) S <\// PROPOSED FULLY DEVELOPED
SANITARY SEWER EASEMENT
INST. N0. 2015-3021 ��^ IRSC � / FLOODPLAIN LINE
/ S / BASED ON DRAINAGE STUDY
\ I I I I I \ \ O.R.D.C.T. / 2 / BY KIMLEY HORN AND ASSOCIATES
I I + I \ \ TO BE ABANDONED
SWM-2020-0285 - FSR-20-044
F \ RAGSDALELANE / �
F\S93) I \ I I I+ I RETAINING WALL / \ 24' EMERGENCY ACCESS EASEMENT
BY THIS PLAT
MAINTENANCE ( ) C
/
\ II I I AGREEMENT / \ \ 111
\ \ \ \ \ \ W A=58°30'13" I INST. NO.77345
\ \ \ J I R=167.99' I I I O.R.D.C.T. yyam�/
\ \ \ \ J L=171.54' I I I I I I \ \ / N37°42'02"E CITYOFFORT
\ \ CB=S13°20'31 "W MIN. FFE = 595.72 I I I \ 36.34' WORTH LIMITS I
\ \ \ \ \ I _ I I \ /
\
C 164 18 I I
\
10' U.E. RESERVATION
INST. NO. 2019-83300
O.R.D.C.T.
EASEMENT DETAIL
30' DRAINAG
EASEMEN
(BY THIS PLAT
.•
•• P
E
T
�
N25°00'52"E /
211.52' /
N33°57'44"E /
55.38' /
15' SANITARY SEWER
EASEMENT /
(BY THIS PLAT)
VARIABLE WIDTH SLOPE / / 31.39'
EASEMENT /
(BY THIS PLAT) /
N69° 11'03"E 7
72.95' � 35.53'
/
S24°59'37"W
/ I / 100.38'
N20°48'57"W
30.00,
10.08,
�N10°14'12"E
S69111'03"W � 25 77' 43.57'
53.93' /
4.44' I
IRSC
N37009'26"W
112.48'
' 5/8" IRFC
"RPLS 5649"
IRSC
S37009'26"E
119.51'
IRSC
S60050'26"W \
50.49'
01 58 \
SEVENTEEN LAKES
DOC. NO. 2016-100
O.R.D.C.T.
57
IRSC
\ "�z\ \ v77
LEGEND / \
A = CENTRAL ANGLE
P.O.B. = POINT OF BEGINNING
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET
IRFC = IRON ROD W/CAP FOUND
IRF = IRON ROD FOUND
SQ. FT. = SQUARE FEET
CAB. = CABINET
VOL. = VOLUME
PG. = PAGE
INST. NO. = INSTRUMENT NUMBER
P.R.D.C.T. = PLAT RECORDS OF DENTON COUNTY, TEXAS
D.R.D.C.T. = DEED RECORDS OF DENTON COUNTY, TEXAS
O.R.D.C.T. = OFFICIAL RECORDS, DENTON COUNTY, TEXAS
= STREET NAME CHANGE
MIN. FFE = 596.13
I\
oRr" 1 " = 40' \
\
I\
IRFC
"KHA"
90
I CALLED 92.202 ACRES
CITY OF FORT WORTH
INST. NO. 2019-83300,
O.R.D.C.T.
LAND USE TABLE
LOT 1, BLOCK 1: 57.270 AC
R.O.W. DEDICATION: 2.880 AC
PARKLAND DEDICATION: 6.920 AC
TOTAL DEDICATION: 67.070 AC
RA
O
►•i
v
\ \ A=28041'41" / 1
\ R=625.00' { / / / I ' MAINTENANCE AGREEMENT AREA I I
\ I L313.01 / INST. NO. 1 I SEE DETAIL = I
\ I II I I \ \ CB=S23'21'12"W / O.P.R.D.C.T.
\ I I I I I \ \ ID
C=309.75 60' ACCESS EASEMENT
I A=47°26'20"�\ \ / / / / EXHIBIT "C"
I L. NO. 2013-15796
=175.53' \ \ A Ro512!00' i' / / / INST. INSTNO. 20220 138823
y\ / / O.P.R.D.C.T.
CB=N13°58'52"E \ \ L=90.48' � / I
I I C=170.56' A=47°26'20" \ \ CB=S32°38'17"W
R=188.00' C=90.36' /
I \ \ 15' SANITARY SEWER
L=155.66'
tiQ I I I I I CB=N13°58'52"E \ \ EASEMENT // \ / I I
ID.\ec�c\\ 9 I I C=151.25' \ \ A_10°59'35" (BY THIS PLAT) \ REMAINDER OF 1
ss� I I S4�3I I \ \ R--�4886.00' ��/// / 40I AM ONE, INC
.00 ACRE CT
I \ ry CB=S32°12'15"W / IRFC
\ I \ / / I INST. NO. 99-R0037320 I I
�O I I \ \ M co C=93.49' "KHA'
�7� I I I I II \ \ h�/ I VARIABLE WIDTHSL
O.R.D.C.T. I
I MIN. FFE = 596.13 \ \ ���0 EASEMENT 30' DRAINAGE (BYOTHIS PLAT) EASEMENT
,- a Y
(BY THIS PLAT) / MAINTENANCE AGREEMENT AREA
I \ \ A=9°53'19" INST. NO.
N32°15'27"W I A-30°20'21" A=9°53'27"
60.93' I I I R=174.65' I \ \ R=512.00'� R=488.00'
\ \ =512.39' L=84.22' ```�
L=92.48 I CB=S21 °45'47"W ' / M 1
CB=N38°32'47"W I \\ \ CB=S21 °45'44"W - C=84.12' Oj�6 / N C=88.28 0 5/8" IRFC I 1
I I C=91.40' I \ 4" METAL ��Q�'\ //\� -I- - N I "RPLS 5649" I I
\ I I I I I \\ \\ CORNER POST TRACT 3- PART 2 A=74'51'28°
\ I I I \ MCA LITSEY CREEK N iR=575.00'
I LITSEY CREEK DRIVE \ \\ OWNER LP IL=751.25' I I
I 24' EMERGENCY ACCESS EASEMENT \ INST. NO. 2021-57366 ICB=SO016'18"W / I I
\
(BY THIS PLAT) O.R.D.C.T. \ \ / / / ` IC=698.94' 00"�N60°51'50"E `I 1
A=28°52'23" I \ \ SANITARY SEWER EASEMENT / I / 190.40'
VARIABLE WIDTH I �? \ \ INST. NO.
R=293.39 I FLOOD PLAIN
L=147.85' I EASEMENT I \ \ O.P.R.D.C. . 5b' /
CB=N16°57'05"E f (BY THIS PLAT) I zi co \
C-146.29 I I I tO \ "TRACT 3 - PART 3" CITYOFFORT
' \ \ I MCA LITSEY CREEK / PERMANENNST. NO. EASEMENT _ WORTH LIMITS
\ \ z z A CALLED 55.888 ACRE OWNER LP / O.P.R.T.C.T. IRFC I KHA"
RFC
MCA LITSEY CREEK OWNER LP I
TRACT 1 INST. NO. 2021-57366 REMAINDER OF "KHA"
PUBLIC DRAINAGE EASEMENT I BFF;5
94\ � O.R.D.C.T. 40.00 ACRE TRACT INST. NO.
39 \ MIN. FFE = 596.39 INST. NO. 2021-57366
I \ \ O.R.D.C.T. 4" METAL I AM ONE, INC / O.P.R.D.C.T.
I I I
I I 1 \ \ REMAINDER OF
CORNER POST INST. NO.99-R0037320 165
5
O.R.D.C.T. �p`� 5.0 ACRE
LOVJOT MASHIANA, ET AL;
I \\ \\ L88 / INST. N0.2020-138337
/ A=46o 09 47"� O.R.D.C.T.
I I \ a • o p�. /� 5/8" IRFC R-625.00' �
"RPLS 5649" L=503.56' P.
�I I I I I \\ \ / / CB=N 14°04'32"W IQ �
APPROXIMATE \ \\ o // �` C-490.05 ENDEAVOR PARKWAY
LOCATION F.E.M.A. A=71°56'39" \ \ �� I / / SANITARY SEWER EASEMENT RIGHT-OF-WAY DEDICATION
h I I FLOOD ZONE AE R=38.00' \
L=47.72' J O.R.D.C.T.
A=81°29'55" \ \\ I / �/O 2021-
//2.880 ACRES
R=38.00'=S52°47'27"W I / 125,442 SQ. FT.
I I I L=54.05' �•
PROPOSED FULLY DEVELOPED \ REMAINDER OF A
APPROXIMATE FLOODPLAIN LINE C=49.61' \\ \ / / CITY OF FORTAPPROXIMATE ` 5.0 ACRE
\ / WORTHLIMTS LOVJOT MASHIANA, ET AL;
' OF
HENRETTTACREEK BASED ON DRAINAGE STUDY \ S88°45'47"W 203.45' FINAL PLAT
/ INST. N0.2020-138337 Ci
BY KIMLEY HORN AND ASSOCIATES \ \ \\ / / 258.68' O.R.D.C.T. �P�
SWM-2020-0285 - FSR-20-044 \ \ \ REMAINDER OF 40.00 ACRE
I I LITSEY CREEK COTTAGES
I I A=81 °29'55" S88°45'47"W 203.45' \ \ / TRACT
I R=62.00' A=71°56'39" \ co / N25°00'52"E I AM ONE, INC
I CB=N50 L=88.19' R=67.85' SANITARY SEWER EASEMENT / 89.95 INST. NO. 99-R0037320 LOTS 1 & 2, BLOCK 1
I C=80.94' CB=S52°47'27"W (BY THIS PLAT) \ / / //
84.89' O.R.D.C.T. BEING 67.070 ACRES
\ 9 C=72.84' / 2
\
____--------L79 - _ ------ - L80 ]L81 83
L82 LL84 �, SITUATED IN THE
L f� _ • - = /'� 78
�\N FFE
853.99' APPROXIMATE A. ROBINSON SURVEY, ABSTRACT NO. 1119
S89011'40"W 916.06'
I 29
I � I I eFE ; 595
I S0N SURVEY I REMAINDER OF
RpgIN I CALLED 117.364 ACRE
�gALD 1119 NOLIN RAGSDALE
ARCH gSTRACT NO, I i i VOL. 1609, PG. 83
A I I I I D.R.D.C.T.
ENGINEER: OWNER: OWNER:
Kimley-Horn and Associates CORNERSTONE BIBLE CHURCH RANDAL DWAYNE MAHAN
801 Cherry Strret, Unit 11 # 1300 ATTN: John Watson 14789 Endeavor Way
Fort Worth, Texas 76102 2297 Litsey Rd. Roanoke, Texas 76262
Phone 817-335-6511 Roanoke, Texas 76262 PH: 817-296-4669
Contact: John Ainsworth, P.E.
PH: 817-541-7788 dwayne@dwayneslandscape.com
inco@csbiblechurch.org
VARIABLE WIDTH
FLOOD PLAIN EASEMENT PROPOSED FULLY DEVELOPED
(BY THIS PLAT) FLOODPLAIN LINE
BASED ON DRAINAGE STUDY
BY KIMLEY HORN AND ASSOCIATES
SWM-2020-0285 - FSR-20-044
OWNER:
MANJOT MASHIANA
504 Briarwood Ct.
Trophy Club, Texas 76262
PH: 214-566-8831
m.mashiana@gmail.com
OWNER:
LITSEY PROPERTY, LLC
ATTN: Jacob Hawkins
4305 Round Valley Ln.
Roanoke, Texas 76262
PH: 940-206-0973
jacob@liquidconceptpools.com
13.6 " \ LOCATION F.E.M.A.
\ FLOOD ZONE X
\\ \ NORTH
cV \ \ SANITARY SEWER EASEMENT
\ \ INST. NO. 2015-3024
\ \ O.R.D.C.T.
m \ \
GRAPHIC SCALE IN FEET
60 0 30 60 120
A. HENDERSON SURVEY, ABSTRACT NO. 5967
F. HURTON SURVEY, ABSTRACT NO. 597
CITY OF FORT WORTH,
DENTON COUNTY, TEXAS
OWNER: 1" = 60' @ 24X36
DUDLEY SIMMONS
1601 S. Mopac Expt.
Suite 175 Austin, Texas 78746 CASE NO FP-21-052-LITSEY CREEK
512-494-8510 REF. CASE NO PP-20-056
NOTES:
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS MCA LITSEY CREEK OWNER LP, RANDAL DWAYNE MAHAN, CORNERSTONE BIBLE
CHURCH, LITSEY PROPERTY LLC and LOVJOT MASHIANA, MANJOT MASHIANA and AMARJIT
MASHIANA are the owners of a tract of land situated in the Archibald Robinson Survey, Abstract No. 1119,
Allen Henderson Survey, Abstract No. 596, and the Franklin Huston Survey, Abstract No. 597, City of Fort
Worth, Denton County, Texas and being all of those tracts of land described as Tracts 1, 2, 3 (Parts 1-3), and
4 in the Special Warranty Deed to MCA LITSEY CREEK OWNER LP, recorded in Instrument No. 2021-57366,
Official Records, Denton County, Texas, being a part of a called 5.001 acre tract of land described in General
Warranty Deed to Randal Dwayne Mahan recorded in Instrument No. 2013-66390, Official Records, Denton
County, Texas, being a portion of a called 5.11 acre tract of land described in the Warranty Deed with
Vendor's Lien to Cornerstone Bible Church, recorded in Instrument No. 2017-26595, Official Records, Denton
County, Texas, being a portion of a called 1.124 acre tract of land described in the Warranty Deed with
Vendor's Lien to Litsey Property LLC, recorded in Instrument No. 2019-35010, Official Records, Denton
County, Texas, and being a part of a called 5.000 acre tract of land described in the Special Warranty Deed to
Lovjot Mashiana, Manjot Mashiana and Amarjit Mashiana, recorded in Instrument No. 2020-138337, Official
Records, Denton County, Texas, and being all of a 0.5487 acre tract shown as an apparent prescriptive
right-of-way known as Litsey Road abandoned in City of Fort Worth Ordinance No. and
being more particularly described as follows:
BEGINNING a 5/8-inch iron rod with plastic cap stamped "KHA" found at the northwest corner of said "Tract 4"
and being in the south right-of-way line of Litsey Road (a variable width right-of-way);
THENCE with said south right-of-way line the following courses and distance:
North 75°19'24" East, a distance of 109.15 feet to a 5/8-inch iron rod with plastic cap
stamped "KHA" found at the beginning of a non -tangent curve to the right having a central angle
of 9°58'32", a radius of 60.50 feet, a chord bearing and distance of South 62°01'24" East, 10.52 feet;
In a southeasterly direction, with said curve to the right, an arc distance of 10.53 feet to a 5/8-inch iron rod
with plastic cap stamped "KHA" found for corner;
South 57°02'14" East, a distance of 40.50 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found
at the beginning of a tangent curve to the left having a central angle of 54°10'12", a radius of 104.50 feet,
a chord bearing and distance of South 84007'20" East, 95.16 feet;
In a southeasterly direction, with said curve to the left, an arc distance of 98.80 feet to a 5/8-inch iron rod
with plastic cap stamped "GILD" found for corner;
North 68048'29" East, a distance of 79.70 feet to a 5/8-inch iron rod with plastic cap stamped "GILD" found
at the beginning of a tangent curve to the right having a central angle of 20°06'00", a radius of 755.50
feet, a chord bearing and distance of North 78051'29" East, 263.68 feet;
In a northeasterly direction, with said curve to the right, an arc distance of 265.04 feet to a 5/8-inch iron
rod with plastic cap stamped "KHA" found at the beginning of a non -tangent curve to the right having a
central angle of 4°39'08", a radius of 1140.00 feet, a chord bearing and distance of South 81 °04'39" East,
92.54 feet;
In a southeasterly direction, with said curve to the right, an arc distance of 92.57 feet to a 5/8-inch iron rod
with plastic cap stamped "KHA" found for corner;
South 78°45'06" East, a distance of 526.74 feet to a 5/8-inch iron rod with plastic cap
stamped "KHA" found for the east corner of said "Tract 4";
South 78°43'05" East, a distance of 31.45 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found
at the beginning of a non -tangent curve to the left having a central angle of 11'23'07", a radius of 1260.00
feet, a chord bearing and distance of South 84°29'36" East, 249.96 feet;
In a southeasterly direction, with said curve to the left, an arc distance of 250.37 feet to a 5/8-inch iron rod
with plastic cap stamped "KHA" found for corner;
North 89048'51" East, a distance of 66.34 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found
for corner in the north line of said 5.11 acre tract;
THENCE over and across said 5.11 acre tract, the following courses and distances:
South 44°51'17" West, a distance of 19.91 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set
for corner;
South 0°08'43" East, a distance of 288.14 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set at
the beginning of a tangent curve to the right having a central angle of 37050'45", a radius of 535.00 feet, a
chord bearing and distance of South 18°46'40" West, 347.00 feet;
In a southwesterly direction, with said curve to the right, passing at an arc distance of 69.49 feet the
common line of said 5.11 and 1.124 acre tract, continuing with said curve to the right over and across said
1.124 acre tract, passing at an arc distance of 84.58 feet the common line of said 1.124 and 5.001 acre
tract and continuing with said curve to the right over and across said 5.001 acre tract, in all a total arc
distance of 353.39 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for corner;
THENCE South 37°42'02" West, over and across said 5.001 acre tract, passing at a distance of 440.42 feet
a 5/8-inch iron rod with plastic cap stamped "KHA" found in the south line of said 5.001 acre tract and being a
southeast corner of said "Tract 3-Part 1" continuing with an east line of said "Tract 3-Part 1" at a distance
of 457.11 feet a 5/8-inch iron rod with plastic cap stamped "KHA" found for the most easterly southeast corner
of said "Tract 1" continuing with the east line of said "Tract 1" a distance of 965.91 feet to a 5/8-inch iron rod
with plastic cap stamped "KHA" found at the beginning of a tangent curve to the left having a central angle
of 74°51'28", a radius of 575.00 feet, a chord bearing and distance of South 0'16'18" West, 698.94 feet;
THENCE In a southwesterly direction, continuing with said curve to the left, and with the east line of
said "Tract 3 - Parts 1 & 2", passing at an arc distance of 243.46 feet a 5/8-inch iron rod with plastic cap
stamped "KHA" found for the northeast corner of said "Tract 3- Part 2" continuing with the east line of
said "Tract 3 - Part 2" passing at an arc distance of 463.54 feet a 5/8-inch iron rod with plastic cap
stamped "KHA" found for the southwest corner of said "Tract 3- Part 2" and being in the northwest line of
said 5.0 acre tract, continuing over and across said 5.0 acre tract, in all an total arc distance of 751.25 feet to
a 5/8-inch iron rod with plastic cap stamped "KHA" found for corner;
THENCE South 37°09'26" East, continuing over and across said 5.0 acre tract, a distance of 119.51 feet to
a 5/8-inch iron rod with plastic cap stamped "KHA" set for corner in the north line of and north line of
Seventeen Lakes, an addition to the City of Fort Worth, Texas, according to the plat thereof recorded in
Document No. 2016-100, Plat Records Denton County, Texas and being at the northeast terminus of
Buckwater Way, (a 50-foot right-of-way);
THENCE South 60°50'26" West, with the common line of said 5.0 acre tract and Seventeen Lakes addition a
distance of 50.49 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" set for the northwest terminus line
of said Buckwater Way;
THENCE North 37°09'26" West, over and across said 5.0 acre tract, a distance of 112.48 feet to a 5/8-inch
iron rod with plastic cap stamped "KHA" set at the beginning of a tangent curve to the right having a central
angle of 46°09'47", a radius of 625.00 feet, a chord bearing and distance of North 14°04'32" West, 490.05 feet;
THENCE in a northwesterly direction continuing over and across said 5.0 acre tract and with said curve to the
right, passing at an arc distance of 291.75 feet a 5/8-inch iron rod with plastic cap stamped "KHA" found for the
southwest corner of said "Tract 3 - Part 2" and being in the said northwest line of the 5.0 acre tract, continuing
with the west line of said "Tract 3 - Part 2" for a total arc distance of 503.56 feet to a 5/8-inch iron rod with
plastic cap stamped "KHA" found for the northwest corner of said "Tract 3 - Part 2";
THENCE South 58°19'16" West, with an east line of said "Tract 1" west line, a distance of 157.93 feet to
a 5/8-inch iron rod with plastic cap stamped "KHA" found at the northeast corner of said "Tract 3 - Part 3";
THENCE South 16°40'42" West, with the east line of said "Tract 3 - Part 3" passing at a distance
of 360.97 feet said east line of "Tract 1" and continuing with said east line in all a total distance of 464.68 feet
to a 5/8-inch iron rod with plastic cap stamped "KHA" found for the most southerly southeast corner of
said "Tract 1";
THENCE South 89'11'40" West, with the south line of said "Tract 1", a distance of 916.06 feet to a 5/8-inch
iron rod with plastic cap stamped "KHA" found for the southwest corner of said "Tract 1" and in the common
line of said "Tract 1" and the 92.202 acre tract;
THENCE with the said common line, the following courses and distances;
North 21°10'21" East, a distance of 482.94 feet to a 5/8-inch iron rod with plastic cap stamped "KHA" found for
corner;
North 50°50'14" West, a distance of 671.34 feet to a 1/2-inch porn rod found;
North 8°20'21" East, a distance of 61.74 feet to a 1/2-inch iron rod found;
North 64°39'14" East, a distance of 1,153.02 feet to an aluminum disk found;
North 1 °29'25" East, a distance of 781.87 feet to 5/8-inch iron rod with plastic cap stamped "KHA" found for the
northwest corner of said 0.5487 acre tract and being in the south line of said "Tract 4"
THENCE South 89°28'24" West, witht he south line of said "Tract 4", a distance of 193.49 feet to a 60d nail
found for the southwest corner of said "Tract 4"
THENCE North 0°31'55" West, with the west line of said "Tract 4", a distance of 57.28 feet the POINT OF
BEGINNING and containing 67.070 acres or 2,921,556 square feet of land.
LINE TABLE
LINE TABLE
NO.
BEARING
LENGTH
NO.
BEARING
LENGTH
L1
N85°10'04"E
7.51'
L45
S46°31'49"W
11.29'
L2
S88°56'46"E
27.38'
L46
S41°02'21"W
24.92'
L3
S85°24'32"E
37.79'
L47
S35°48'24"W
128.42'
L4
N87°00'12"E
19.87'
L48
S21°21'20"W
145.39'
L5
N79°47'36"E
22.48'
L49
S20°14'05"W
139.12'
L6
N47°34'58"E
14.59'
L50
S22°02'04"W
60.62'
L7
N76°25'57"E
17.82'
L51
S15°54'04"W
68.61'
L8
N46°36'38"E
38.88'
L52
S14'11'24"W
12.24'
L9
N26°59'16"E
17.22'
L53
S26°46'56"W
26.46'
L10
N24°19'07"E
10.85'
L54
S35°10'35"W
33.08'
L11
SO4°39'07"W
28.47'
L55
S25°07'27"W
31.65'
L12
S17°12'25"W
28.56'
L56
S27°03'57"W
18.25'
L13
S29°46'49"W
15.19,
L57
S21°36'54"W
34.92'
L14
S60°30'15"W
10.83'
L58
S46°35'04"W
52.05'
L15
S77°41'18"W
27.00'
L59
S51°57'47"W
6.52'
L16
S71°47'05"W
40.28'
L60
S57°56'02"W
29.46'
L17
S45°44'40"W
21.72'
L61
S57°13'29"W
25.04'
L18
S36°47'18"W
38.33'
L62
S54°20'17"W
54.11'
L19
S40°28'00"W
34.53'
L63
S60°48'59"W
113.21'
L20
S68°56'50"W
20.75'
L64
S60°16'28"W
134.90'
L21
S87°03'36"W
20.67'
L65
S60°44'44"W
79.08'
L22
N84°30'12"W
32.56'
L66
S66°18'21"W
16.84'
L23
N69°03'38"W
37.34'
L67
S65°42'18"W
51.95'
L24
N83°33'08"W
38.19'
L68
S60°47'50"W
40.38'
L25
N84°22'51"W
42.95'
L69
S58°26'17"W
31.03'
L26
N87°44'46"W
154.90'
L70
S48°27'03"W
4.19'
L27
N78°38'50"W
126.78'
L71
S23°58'16"W
3.60'
L28
S89°03'59"W
25.45'
L72
N28°19'21"W
7.96'
L29
S85°55'48"W
19.24'
L73
S61 °26'54"W
96.50'
L30
S75°49'43"W
9.72'
L74
S37°35'52"W
278.47'
L31
S64°31'21 "W
7.17'
L75
S00°54'59"E
111.23'
L32
S60°41'52"W
19.99,
L76
S09°44'33"E
396.09'
L33
S55°51'39"W
54.09'
L77
S12'1631"E
333.60'
L34
S47°59'36"W
12.07'
L78
N83°28'22"E
128.45'
L35
S46°53'29"W
5.02'
L79
N88°26'44"E
159.24'
L36
S38°03'53"W
5.27'
L80
S85°27'17"E
4.97'
L37
S56°41'30"W
12.86'
L81
S89°12'36"E
30.00'
L38
S58°46'20"W
11.36'
L82
S81 °55'26"E
26.39'
L39
S67°46'01 "W
16.89'
L83
S86°58'44"E
36.83'
L40
S77°36'08"W
7.01'
L84
N61 °52'04"E
4.40'
L41
S72°49'19"W
14.34'
L85
N30°03'13"E
27.36'
L42
S78°22'50"W
26.97'
L86
N26°48'15"E
45.39'
L43
S86°48'02"W
10.10,
L87
N16°47'53"E
198.97'
L44
S61-24-31"W
1.52'
L88
S03°03'49"E
17.57'
BY: LOVJOT MASHIANA
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
SURVEYOR'S AFFIRMATION:
I, David De Weirdt, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that
have prepared this plat from an actual on the ground survey of the land, and that the corner monuments
shown thereon were properly placed under my personal supervision in accordance with Platting Rules and
Regulations of the City Planning Commission of the City of Fort Worth, Tarrant County, Texas.
David J. De Weirdt
Registered Professional Land Surveyor No. 5066
Kimley-Horn and Associates, Inc.
13455 Noel Road, Two Galleria Office Tower, Suite 700
Dallas, Texas 75240
Ph. 972-770-1300
dave.deweirdt@kimley-horn.com
STATE OF TEXAS §
COUNTY OF DALLAS §
PRELIMINARY
THIS DOCUMENT SHALL
NOT BE RECORDED FOR
ANY PURPOSE AND
SHALL NOT BE USED OR
VIEWED OR RELIED
UPON AS A FINAL
SURVEY�� ENT
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally
appeared David J. De Weirdt, known to me to be the person and officer whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same for the purposes and
considerations therein expressed and in the capacity therein stated.
Given under my hand and seal of office, this day of 2021.
Notary Public in and for the State of Texas
Printed Name
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS:
THAT MCA LITSEY CREEK OWNER LP, RANDAL DWAYNE MAHAN, CORNERSTONE BIBLE CHURCH,
LITSEY PROPERTY LLC and LOVJOT MASHIANA ET ALL, acting by and through their undersigned, their
duly authorized agent, do hereby adopt this plat designating the herein above described real property as
LITSEY CREEK COTTAGES
LOT 1, BLOCK 1
an addition to the City of Fort Worth, Tarrant County, Texas, and do hereby dedicate to the public use forever
the easements as shown hereon to the public's use unless otherwise noted and do hereby adopt this Final
Plat.
EXECUTED THIS day of 2021.
BY: MCA LITSEY CREEK OWNER LP, BY: RANDAL DWAYNE MAHAN,
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared , known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the purpose and considerations therein
expressed.
Given under my hand and seal of office, this day of 2020
Notary Public in and for the State of Texas
BY: CORNERSTONE BIBLE CHURCH,
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared , known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the purpose and considerations therein
expressed.
Given under my hand and seal of office, this day of 2020.
Notary Public in and for the State of Texas
BY: MANJOT MASHIANA
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on
this day personally appeared , known to me to be the person
whose name is subscribed to the foregoing instrument and acknowledged to me that he
executed the same for the purpose and considerations therein expressed.
Given under my hand and seal of office, this day of
2020.
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day
personally appeared , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he executed the same for
the purpose and considerations therein expressed.
Given under my hand and seal of office, this day of 2020
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared , known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the purpose and considerations therein
expressed.
Given under my hand and seal of office, this day of 2020.
Notary Public in and for the State of Texas
WAR 111116i:vaU:Z67a=1AIr7Q«
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared , known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the purpose and considerations therein
expressed.
Given under my hand and seal of office, this day of 2020.
Notary Public in and for the State of Texas
BY: AMARJIT MASHIANA
Name:
Title:
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day
personally appeared , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he executed the same for
the purpose and considerations therein expressed.
Given under my hand and seal of office, this day of 2020
Water / Wastewater Impact Fees
The City of Fort Worth has an ordinance implementing the assessment and collection of water and
wastewater impact fees. The total amount assessed is established on the recordation date of this plat
application, based upon schedule I of the current impact fee ordinance. The amount to be collected is
determined under schedule II then in effect on the date a building permit is issued, or the connection
date to the municipal water and/or wastewater system.
Utility Easements
Any public utility, including the City of Fort Worth, shall have the right to move and keep moved all or
part of any building, fence, tree, shrub, other growth or improvement which in any way endangers or
interferes with the construction, maintenance, or efficiency of its respective systems on any of the
easements shown on the plat; and they shall have the right at all times to ingress and egress upon said
easements for the purpose of construction, reconstruction, inspection, patrolling, maintaining, and
adding to or removing all or part of its respective systems without the necessity at any time of procuring
the permission of anyone.
Building Permits
No building permits shall be issued for any lot in this Subdivision until an appropriate CFA or other
acceptable provisions are made for the construction of any applicable water, sewer, storm drain, street
lights, sidewalks, or paving improvements; and approval is first obtained from the City of Fort Worth.
Site Drainage Study
A site drainage study, showing conformance with the approved roadway drainage plan, may be required
before any building permit will be issued on this site (a grading plan in some instances may be
adequate.) If the site does not conform, then a drainage study may be required along with a CFA for
any required drainage improvements and the current owner shall submit a letter to the Department of
Transportation and Public Works stating awareness that a Site Drainage Study will be required before
any permit is issued. The current owner will inform each buyer of the same.
Sidewalks
Sidewalks are required on both sides of dedicated public streets, in conformance with current City
policy.
Construction Prohibited Over Easements
No permanent structures shall be constructed over any existing or platted water, sanitary sewer,
drainage, gas, electric, or other utility easement of any type.
Private Common Areas and Facilities
The City of Fort Worth shall not be held responsible for the construction, maintenance or operation of
any lots containing private common areas or facilities identified as such on this plat. Said areas shall
include, but not be limited to:private streets, emergency access easements, and gated security
entrances; recreation areas, landscaped areas and open spaces; water and wastewater distribution
systems and treatment facilities; and recreation/ clubhouse/exercise/buildings and facilities.
The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and
severally as a land owners association, shall be responsible for such construction, reconstruction,
maintenance and operation of the subdivision's private common areas and facilities, and shall agree to
indemnify and hold harmless the City of Fort Worth, Texas, from all claims, damages and losses arising
out of, or resulting from the performance of the obligations of said owners association, as set forth
herein.
Floodplain Restriction
No construction shall be allowed within the floodplain easement without the written approval of the
Director of Transportation and Public Works. In order to secure approval, detailed engineering plans
and/or studies for the improvements, satisfactory to the Director, will be prepared and submitted by the
party(ies) wishing to construct within the floodplain. Where construction is permitted, all finished floor
elevations shall be a minimum of two (2) feet above the floodplain base flood elevation resulting form
ultimate development of the watershed.
Flood Plain/Drainage-Way: Maintenance
The existing creek, stream, river, or drainage channel traversing along or across portions of this
addition, will remain unobstructed at all times and will be maintained by the individual lot owners whose
lots are traversed by, or adjacent to, the drainage -ways. The City of Fort Worth will not be responsible
for the maintenance, erosion control, and/or operation of said drainage -ways. Property owners shall
keep the adjacent drainageways traversing their property clean and free of debris, silt or other
substances which would result in unsanitary conditions, and the City shall have the right of entry for the
purpose of inspecting the maintenance work by the property owners. The drainage -ways are
occasionally subject to storm water overflow and/or bank erosion that cannot be defined. The City of
Fort Worth shall not be liable for any damages resulting from the occurrence of those phenomena, nor
the failure of any structure(s) within the drainage -ways. The drainage -way crossing each lot is contained
within the floodplain easement line as shown on the plat.
ENGINEER:
Kimley-Horn and Associates
801 Cherry Strret, Unit 11 # 1300
Fort Worth, Texas 76102
Phone 817-335-6511
Contact: John Ainsworth, P.E.
OWNER:
CORNERSTONE BIBLE CHURCH
ATTN: John Watson
2297 Litsey Rd.
Roanoke, Texas 76262
PH: 817-541-7788
inco@csbiblechurch.org
OWNER:
RANDAL DWAYNE MAHAN
14789 Endeavor Way
Roanoke, Texas 76262
PH: 817-296-4669
dwayne@dwayneslandscape.com
OWNER:
MANJOT MASHIANA
504 Briarwood Ct.
Trophy Club, Texas 76262
PH: 214-566-8831
m.mashiana@gmail.com
OWNER:
LITSEY PROPERTY, LLC
ATTN: Jacob Hawkins
4305 Round Valley Ln.
Roanoke, Texas 76262
PH: 940-206-0973
jacob@liquidconceptpools.com
OWNER:
DUDLEY SIMMONS
1601 S. Mopac Expt.
Suite 175
Austin, Texas 78746
512-494-8510
FORT WORTH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT IS VALID ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL
Plat Approval Date:
By:
Chairman
By:
Secretary
FINAL PLAT
LITSEY CREEK COTTAGES
LOTS 1 & 27 BLOCK 1
BEING 67.070 ACRES
SITUATED IN THE
A. ROBINSON SURVEY, ABSTRACT NO. 1119
A. HENDERSON SURVEY, ABSTRACT NO. 5967
F. HURTON SURVEY, ABSTRACT NO. 597
CITY OF FORT WORTH,
DENTON COUNTY, TEXAS
Notary Public in and for the State of Texas
Notary Public in and for the State of Texas
Notary Public in and for the State of Texas
CASE NO FP-21-052-LITSEY CREEK
REF. CASE NO PP-20-056