SJ1212AVICINITY MAP
N.T.S.
SITE �o
HARRIET �
77 CREEK DRIVE
STATE HIGHWAY 114
TEXAN
DRIVE
11 50 1 100
LAND USE SUMMARY
USE
RESIDENTIAL
LOTS
NON-RESIDENTIAL
LOTS
ACREAGE
SINGLE FAMILY
119
18.318
OPEN SPACE
2
7.907
RIGHT-OF-WAY
4.787
TOTAL
31.012
BLOCK
13
LOT
16
TABULATION TABLE
RESIDENTIAL LOTS
BLOCK
15
40
RESIDENTIAL LOTS
BLOCK
16
17
RESIDENTIAL LOTS
BLOCK
18
24
RESIDENTIAL LOTS 1 NON-RESIDENTIAL LOT
BLOCK
19
22
RESIDENTIAL LOTS 1 NON-RESIDENTIAL LOT
TOTAL 119 RESIDENTIAL LOTS 2 NON-RESIDENTIAL LOTS
MINIMUM FINISHED FLOOR ELEVATION
LOT 1
BLOCK 19
689.74'
LOT 2
BLOCK 19
689.55'
LOT 3
BLOCK 19
689.37'
LOT
BLOCK 19
689.19'
LOT 5
1 BLOCK 19
688.98'
eI LEGEND
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P.R.D.C.T.
PLAT RECORDS, DENTON COUNTY, TEXAS
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OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS
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OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS
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FLOODPLAIN PER 19 �G.SWM-�Q.�
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HOA OWNED do 5.562 ACRES
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SEE DETAIL "B" er N 2 n ; ` a _ ` • ULTIMATE RO YEAR FL ENGINEERING
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/ 2 17.
j ;7 4 ^ M N L64 C.C.#2022-233 FLOODPLAIN RECLAMATION STUDY
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WELL SITE NO. 1 °.7 , 2 O /06
RIVER'S EDGE HOMEOWNER'S 6 �
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SETBACK = 60. d $ 8 p o ^ ;v HOA OWNED & 0 27 EMERGENCY MANAGEMENT AGENCY MAP
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\ "CARTER & BURGESS" ti-�taQ��S 767 e9 �'11, ,� 120.p0• W\5.562 ACRES 0 W 34
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N89'33'28"W
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L5
FONNY WAY
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LINE
BEARING
DISTANCE
L1
S46'36'31 "W
64.86'
L2
N89'33'32"W
170.00'
L3
SOO'26'42"W
24.56'
L4
S45'26'09"W
14.14'
L5
N89'33'29"W
120.54'
L6
S56'25'26"W
58.01'
L7
S13'53'47"W
63.85'
L8
S00'26'32"W
110.00,
L9
S45'26'32"W
14.14'
L10
N89'33'28"W
26.00'
L11
SOO'26'32"W
50.00'
L12
S89'33'28"E
52.67'
L13
S00'26'32"W
110.00,
L14
S45'26'32"W
14.14'
L15
S00'26'32"W
50.00'
L16
S44'33'28"E
14.14'
L17
S0o'26'32"W
110.00,
L18
N00'26'32"E
131.05
L19
N14'31'14"E
140.01'
L20
S59'31'14"W
28.28'
L21
N75'28'46"W
130.34'
L22
S85'36'33"E
18.96'
L23
N45'00'04 E
59.16'
L24
N00'26'32"E
145.00'
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+j6 00 a� wjh e1'1- �M 6 ' N L12 O.P.R.D.C.T. (50 RIGHT-OF-WAY)
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L14
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120.35'
5/8"C.I.R.F.
89.33'28"W
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L2
5/8"C.I.R.F.
15
"JBI"
5/8"C.I.R.F.
-"JBI"
45
14
LINE
BEARING
DISTANCE
L25
N43'23'29"W
86.64'
L26
N45'26'32"E
14.14'
L27
S87'27'22"E
14.37'
L28
S43'23'29"E
50.00
L29
S56'32'43"E
6.9.64'
L30
S66'49'38"E
67.72'
L31
S81'36'58"E
67.47'
L32
S84'12'41"E
53.51'
L33
N05'13'52"E
13.21'
L34
S88'23'29"E
14.14'
L35
N46'36'.3 "E
120.00'
L36
S44'33'28"E
14.14'
L37
N36'34 41 "E
121.93'
L38
N75'28'46"W
164.60'
L39
S30'28'46"E
14.14'
L40
1426'13'09"E
129.77'
L41
N68'28'21 "E
184.27'
L42
N68'28'21"E
172.70
L43
N17'50'06"E
64.43'
L44
1467'07'20"W
118.82'
L45
N67'07'20"W
120.00'
L4fi
N26'51'24"E
63.84'
L47
N30'36'14"E
75.24'
L48 I
NO2'31'19"W
15.12'
, , a C.C.# D221086228
Qi °� 10'U 30' 30' 50,90' 3A:0 . ' 504A8' 0 50.08' 0 ' , , N + I L1 s O.P.R.T.C.T.
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r 2 n N N N N N N N 24 N 23 0 22 0 21 0 20 0 19 0 18 m 17 26 25 24
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8T O
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5/8"C.I.R.F q " , " , N
52X t9
2
v'�►L A DRAINA(
ry EASEMEI
DETAIL "B"
SCALE 1'=100'
38 "JBI o
N89 33 28 W 934.18
o
Filed for Record
(LINE FOR DIRECTIONAL CONTROL)
POINT OF
w =
in the Official Records Of:
36 35 34 33 3 t
2 3 4 6 I 8 9
BEGINNING
a
Denton County
w
5 7 I I 10 11 12
13 14 15 1 s
t 2 3
b
On: 3/12/2024 2:04:59 PM
37 t 6 a o
13 RIVER'S EDGE
c
'� RIVER'S EDGE
In the PLAT Records
o
CAB. Y. 465
P.R.D.C.T.
t3
CAB. X, PG. 380
RIVER'S EDGE
Doc Number: 2024-99
.C.
P.R.D.C.T.
Number of Pages: 2
� °
ELKFORD LANE
Amount: 100.00
a
(50' RIGHT-OF-WAY)
Order#:20240312000449
LINE
BEARING
DISTANCE
L49
S38'OVWE'
12.12'
L50
N41'27'38"E
14.99'
L51
S48'31'48"E
20.00'
L52
S41'28'46"W
14.99'
L53
N78'01'40"E
21.72'
L54
S59'54'17"E
86.12'
L55
S79'58'OS'E
28,29'
L56
S65'44'04'E
81,85'
L57
S17'53'45"E
9.25'
L58
S87'49'46'E
68.45'
L59
S62'08'03"E
98.20'
L60
S64110 24"E
45.80'
L61
S66'13'08"E
122.88'
L62
S79'45'06"E
45.62'
L63
S66'07'39"E
14.73'
L64
S75'41'20"E
49.77'
L65
N87'46'44"E
16.07'
L66
S71'53'46"E
52.94'
L67
S86'46'17"E
21.02'
L68
S66'34 WE
72,90'
L69
N82'12'45"E
24.88'
L70
S75'28'46"E
78,20'
L71
S02'44'53"W
70.77'
CURVE
CENTRAL ANGLE
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
Ct
46'09'52"
295.02'
N6616'30"W
231.32'
237.70'
C2
46.10'03"
260.00'
S23.31'32"W
203.88'
209.50'
C3
38'17153"
185.00'
N24'16'18"E
121.37'
123.66'
C4
48'30'33"
215.00'
927'41'59"E
176.64'
182.03'
C5
171'01'21"
200.01'
N11'37'53"W
398.80'
597.02'
C6
46'10'00"
405.00'
N23'31'32"E
317.58'
326.33'
C7
27'44'22
2275.00'
N60'28 42"E
131.84'
133.14'
C8
59'49'40"
315.00'
N44.26'04"E
314.18'
328.92'
C9
43'31'32"
250.00'
N53'43'00"W
185.38'
189.92
C10
34'09'34"
250.00'
N26'18'50"E
146.85'
149.05'
C11
3546'01"
250.00'
N27.07'04"E
153.54'
156.06'
C12
46.15 00
2250.00'
N66'28'28"W
196.03'
201.44'
C13
46'10'00"
250.00'
N66'28'28"W
196.03'
201.44'
C14
141'4102"
50.00,
N30'28'46"W
94.46'
123.64'
C15
149'23'06"
50.00'
N00'23'14"W
96.45'
130.36'
C16
190'2555"
50.00'
N61'59'31 "W
99.59'
166.18'
REFERENCE CASE NUMBERS PP-19-054
By: BH
A
FINAL PLAT
OF
RIVER'S EDGE
}1
yy
OF
�r�,►a LOTS 17-32, BLOCK 13--
OWNER/DEVELOPER: I T O LOTS6 & 22 BLOCKBLOCK 15;
LOTS FORESTAR (USA) REAL ESTATE GROUP INC lam. J
2221 E. LAMAR BLVD, STE. 790 Q3 0 b2/ LOTS 1-24 & 25X, BLOCK 18;
ARLINGTON, TEXAS 76006 & LOTS 1 -22 & 52X, BLOCK 19
PHONE: (972) 702-8699 31.012 ACRES
FAX: (972) 702-8372 AN ADDITION TO
ENGINEER/SURVEYOR: THE CITY OF FORT WORTH
SITUATED IN THE
LJA Surveying, Inc. 17AGUADALUPE CARDINAS SURVEY, ABSTRACT NO 214
3017 West 7th Street
Suite 300
Fort Worth, Texas 76107
Phone
IN THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS
817.288.1959
119 RESIDENTIAL LOTS &
T.B.P.E.L.S. Firm No. 10194382 2 NON-RESIDENTIAL LOTS
FP-23-1 1 3 THIS PLAT FILED IN
FEBRUARY 2024
PHASE 3B
SHEET 1 OF 2
OWNER'S CERTIFICATE
WHEREAS FORESTAR (USA) REAL ESTATE GROUP, INC., IS THE OWNER OF A 31.012 ACRE TRACT OF LAND SITUATED IN THE GUADALUPE CARDINAS SURVEY, ABSTRACT NO.214,
IN THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 59.834 ACRE TRACT OF LAND DESCRIBED AS " TRACT 1" TO FORESTAR (USA) REAL
ESTATE GROUP, INC., AS RECORDED IN COUNTY CLERK'S FILE NO.2014-25303, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED" LJA SURVEYING' FOUND (HEREINAFTER REFERRED TO AS "IRON ROD FOUND") FOR THE
NORTHEAST CORNER OF LOT 16, BLOCK 13 OF RIVER'S EDGE PHASE 2, AN ADDITION TO THE CITY OF FORT WORTH, AS RECORDED IN CABINET Y, PAGE 465, PLAT RECORDS,
DENTON COUNTY, TEXAS, SAID POINT BEING ON THE WEST RIGHT-OF-WAY LINE OF BURNABY LANE (A 50-FOOT WIDE RIGHT-OF-WAY);
THENCE WITH THE NORTH LINE OF SAID RIVER'S EDGE PHASE 2, THE FOLLOWING COURSES AND DISTANCES:
NORTH 89'33'28' WEST, A DISTANCE OF 934.18 FEET TO A 5/8" IRON ROD WITH CAP STAMPED'JBI" FOUND (HEREINAFTER REFERRED TO AS "IRON ROD FOUND "JBI") FOR
THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 295.02 FEET AND A CHORD THAT BEARS NORTH 66'28'30' WEST, A DISTANCE OF 231.32 FEET;
WITH SAID TANGENT CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 46'09'52', AN ARC DISTANCE OF 237.70 FEET TO AN IRON ROD FOUND "JBI";
NORTH 43'23'26" WEST, A DISTANCE OF 172.80 FEET TO AN IRON ROD FOUND "JBI";
SOUTH 46'36'31" WEST, A DISTANCE OF 64.86 FEET TO AN IRON ROD FOUND -JBI" FOR THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 260.00 FEET
AND A LONG CHORD THAT BEARS SOUTH 23'31'32" WEST, A DISTANCE OF 203.88 FEET;
WITH SAID TANGENT CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 46'10'03", AN ARC DISTANCE OF 209.50 FEET TO AN IRON ROD FOUND "JBI";
SOUTH 00'26'34" WEST, A DISTANCE OF 127.87 FEET TO AN IRON ROD FOUND "JBI';
NORTH 89'33'32" WEST, A DISTANCE OF 170.00 FEET TO AN IRON ROD FOUND "JBI";
SOUTH 00'2642' WEST, A DISTANCE OF 24.56 FEET TO AN IRON ROD FOUND "JBI";
SOUTH 45'2609" WEST, A DISTANCE OF 14.14 FEET TO AN IRON ROD FOUND "JBI";
NORTH 89'3329" WEST, A DISTANCE OF 120.54 FEET TO A 5/8 INCH IRON ROD FOUND ON THE WEST LINE OF SAID FORESTAR TRACT AND THE EAST LINE OF A 4.436 ACRE
TRACT OF LAND DESCRIBED TO RIVER'S EDGE HOMEOWNER'S ASSOCIATION, INC., AS RECORDED IN COUNTY CLERK'S FILE NO.2012-69172 OF SAID OFFICIAL PUBLIC
RECORDS;
THENCE WITH SAID WEST LINE OF SAID FORESTAR TRACT AND SAID EAST LINE OF SAID RIVERS EDGE TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 00'26'21' EAST, A DISTANCE OF 360.44 FEET TO A 518 INCH IRON ROD WITH PLASTIC CAP STAMPED "CARTER & BURGESS" FOUND FOR THE BEGINNING OF A
NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 185.00 FEET AND A LONG CHORD THAT BEARS NORTH 24'16'18" EAST, A DISTANCE OF 121.37 FEET;
WITH SAID NON -TANGENT CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 38.1 T53, AN ARC DISTANCE OF 123.66 FEET TO A 112 INCH IRON ROD FOUND;
NORTH 47'02'27" EAST, A DISTANCE OF 328.50 FEET TO A 112 INCH IRON ROD FOUND FOR THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF
215.00 FEET AND A LONG CHORD THAT BEARS NORTH 27'41'59" EAST, A DISTANCE OF 176.64 FEET;
WITH SAID NON -TANGENT CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 48'30'33', AN ARC DISTANCE OF 182.03 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP
STAMPED "CARTER & BURGESS' FOUND FOR THE BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 200.01 FEET AND A LONG CHORD THAT BEARS
NORTH 11*37'53* WEST, A DISTANCE OF 398.80 FEET;
WITH SAID COMPOUND CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 171'01'21" , AN ARC DISTANCE OF 597.02 FEET TO A 5/8 INCH IRON ROD WITH PLASTIC CAP
STAMPED' CARTER & BURGESS" FOUND FOR CORNER OF SAID FORESTAR TRACT, SAID CORNER BEING ON THE SOUTHEAST LINE OF A TRACT OF LAND DESCRIBED TO
ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY BY DEED RECORDED IN VOLUME 3450, PAGE 59 OF SAID OFFICIAL PUBLIC RECORDS;
THENCE NORTH 45'01'23" EAST, WITH THE COMMON LINE OF SAID FORESTAR TRACT AND SAID ATCHISON, TOPEKA TRACT, A DISTANCE OF 386.64 FEET TO A 5/8 INCH IRON ROD
WITH YELLOW PLASTIC CAP STAMPED'LJA SURVEYING" SET FOR THE NORTHWEST CORNER OF SAID FORESTAR TRACT;
THENCE SOUTH 72'42'10' EAST, WITH THE NORTH LINE OF SAID FORESTAR TRACT, A DISTANCE OF 712.82 FEET TO A 518 INCH IRON ROD WITH PLASTIC CAP STAMPED "CARTER &
BURGESS' FOUND FOR THE NORTHWEST CORNER OF RIVERS EDGE PHASE 3A, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT
RECORDED IN COUNTY CLERK FILE NO.2022-233 OF SAID PLAT RECORDS;
THENCE WITH THE WESTERLY LINE OF SAID RIVERS EDGE PHASE 3A ADDITION, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 11'41'48" WEST, A DISTANCE OF 240.99 FEET TO AN IRON ROD FOUND;
SOUTH 56'2626" WEST, A DISTANCE OF 58.01 FEET TO AN IRON ROD FOUND;
SOUTH 13'5V47" WEST, A DISTANCE OF 63.85 FEET TO AN IRON ROD FOUND;
SOUTH 07'00'12" WEST, A DISTANCE OF 127.16 FEET TO AN IRON ROD FOUND;
SOUTH 56"3622" EAST, A DISTANCE OF 176.46 FEET TO AN IRON ROD FOUND;
SOUTH 89'33'28" EAST, A DISTANCE OF 155.00 FEET TO AN IRON ROD FOUND;
SOUTH 00'26'32" WEST, A DISTANCE OF 110.00 FEET TO AN IRON ROD FOUND;
SOUTH 45'26'32" WEST, A DISTANCE OF 14.14 FEET TO AN IRON ROD FOUND;
SOUTH 89'33'28" WEST, A DISTANCE OF 26.00 FEET TO AN IRON ROD FOUND;
SOUTH 00'26'32" WEST, A DISTANCE OF 50.00 FEET TO AN IRON ROD FOUND;
SOUTH 89'33'28" EAST, A DISTANCE OF 52.67 FEET TO AN IRON ROD FOUND:
SOUTH 00'26'32" WEST, A DISTANCE OF 120.00 FEET TO AN IRON ROD FOUND;
SOUTH 89'3T28- EAST, A DISTANCE OF 260.00 FEET TO AN IRON ROD FOUND;
SOUTH 00'26'32" WEST, A DISTANCE OF 110.00 FEET TO AN IRON ROD FOUND;
SOUTH 45'26'32" WEST, A DISTANCE OF 14.14 FEET TO AN IRON ROD FOUND;
SOUTH 00'26'32" WEST, A DISTANCE OF 50.00 FEET TO AN IRON ROD FOUND;
SOUTH 44'3T28" EAST, A DISTANCE OF 14.14 FEET TO AN IRON ROD FOUND;
SOUTH 00'2632" WEST, A DISTANCE OF 110.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 31.012 ACRES (1,350,882 SO. FT.) OF LAND.
TO BE KNOWN AS:
LOTS 17-32, BLOCK 13;
LOTS 1-16 & 22-45, BLOCK 15;
LOTS 16-32, BLOCK 16;
LOTS 1-24 & 25X, BLOCK 18;
& LOTS 1-22 & 52X, BLOCK 19
RIVER'S EDGE
AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AND DO HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE EASEMENTS AND
RIGHTS -OF -WAY AS SHOV9I4 HEREON.
EXECUTED THIS THE DAY OF 6
.D. 2024.
FORESTAR (USA) REAL ESTATE GROUP INC.
A DELAWARE CORPORATION
BY: STEPHEN BRIM
TITLE: DEVELOPMENT DIRECTOR
STATE OFT S
COUNTY OF ){
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED STEPHEN BRIM 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 CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY 1N STATED.
GIVEN UNDER MY HA ND SEAL OF OFFICE THIS THE7L11'1DAY OF A.D. 2024.
NOTARY PUBLIC IN AND FOR THE STTAT?E� F TEXAS
MY COMMISSION EXPIRES: Iv v O "
ode CHRISTI PIERCE
Notary ID #129055387
s^ My Commission Expires
+®+
�ovl. August 23, 2026
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS
THAT I, AARON C. BROWN, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND
ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS "SET" WERE
PROPERLY PLACED UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION ORDINANCE
OF THE CITY OF FORT WORTH.
AARON C. BRO .P.L.S.
�p•�o� 5 T ER f•.;1
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS REGISTRATION NO. 6702
..::...............".....:...
LJA SURVEYING, INC.
AARON C. BROWN
3017 W. 7TH STREET
�•y"..."••."••"•••••"•s•�•
6702
SUITE 300
FORT WORTH, TEXAS 76107
5 51o�'•O�
817.288.1900
N� SURD• y
NOTES
1. 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.
2. 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.
3. 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.
4. 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 DRAINAGE -WAYS 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.
5. 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 FROM
ULTIMATE DEVELOPMENT OF THE WATERSHED.
6. 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/EXERCISEBUILDINGS 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.
7. 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.
8. SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN CONFORMANCE WITH THE
SIDEWALK POLICY PER "CITY DEVELOPMENT DESIGN STANDARDS."
9. NO PERMANENT BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER, SANITARY
SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF ANY TYPE.
9. ALL CORNERS ARE 5/8-INCH IRON RODS WITH PLASTIC CAPS STAMPED "LJA SURVEYING" UNLESS O�HERWISE NOTED.
10. THIS PROPERTY IS LOCATED WITHIN AN AREA DESIGNATED AS ZONES "AE" AND "X", AS SHOWN ON THE FEDERAL
EMERGENCY MANAGEMENT AGENCY S NATIONAL FLOOD INSURANCE MAP NO.48121C0490G, REVISED APRIL 18, 2011.
11. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF TRANSPORTATION
IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE APPROVAL DATE OF THIS PLAT APPLICATION, BASED
UPON SCHEDULE 1 OF THE IMPACT FEE ORDINANCE IN EFFECT AS OF THE DATE OF THE PLAT. THE AMOUNT TO BE
COLLECTED IS DETERMINED UNDER SCHEDULE 2 OF SAID ORDINANCE, AND IS DUE ON THE DATE A BUILDING PERMIT IS
ISSUED.
12. PARKWAY IMPROVEMENTS SUCH AS CURB AND GUTTER, PAVEMENT TIE-IN, DRIVE APPROACHES, SIDEWALKS AND DRAINAGE
INLETS MAY BE REQUIRED AT TIME OF BUILDING PERMIT ISSUANCE VIA A PARKWAY PERMIT.
13. BEARING BASIS BEING THE NORTH LINE OF RIVERS EDGE PHASE 1 ADDITION, AN ADDITION TO THE CITY OF FORT WORTH AS
RECORDED IN CABINET Y, PAGE 465, PLAT RECORDS, DENTON COUNTY, TEXAS.
OWNER/DEVELOPER:
FORESTAR (USA) REAL ESTATE GROUP INC
2221 E. LAMAR BLVD, STE. 790
ARLINGTON, TEXAS 76006
PHONE: (972) 702-8699
FAX: (972) 702-8372
ENGINEER/SURVEYOR:
LJA Surveying, Inc.
3017 West 7th Street
Suite 300
Fort Worth, Texas 76107
Phone 817.288.1959
T.B.P.E.L.S. Firm No. 10194382
REFERENCE CASE NUMBERS PP-19-054 FP-23-113 THIS PLAT FILED IN
Filed for Record
in the Official Records Of:
Denton County
On: 3/12/2024 2:04:59 PM
In the PLAT Records
RIVER'S EDGE
Doc Number: 2024-99
Number of Pages: 2
Amount: 100.00
Order#:20240312000449
By: BH
A
FINAL PLAT
OF
RIVER'S EDGE
OF
LOTS 17-32, BLOCK 13;
LOTS 1-16 & 22-45, BLOCK 15;
LOTS 16-32, BLOCK 16;
LOTS 1-24 & 25X, BLOCK 18;
& LOTS 1 -22 & 52X, BLOCK 19
31.012 ACRES
AN ADDITION TO
THE CITY OF FORT WORTH
SITUATED IN THE
GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
IN THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS
119 RESIDENTIAL LOTS &
2 NON-RESIDENTIAL LOTS
FEBRUARY 2024 PHASE 3B
SHEET 2 OF 2