HomeMy WebLinkAboutContract 46146 CITY SECRETARY
CONTRACT NO.
CITY OF FORT WORTH
TEMPORARY CONSTRUCTION EASEMENT
DATE: , 2014
GRANTOR: FORT WORTH-RIVERBEND ESTATES, LLC
GRANTOR'S MAILING ADDRESS (including County):
121 NE Loop 820, Suite 300
Hurst, TX 76053
GRANTEE: CITY OF FORT WORTH
OFFICIAL RECORD
Y
GRANTEE'S MAILING ADDRESS (including County): FT. WORTH CITY SECRETAR AR
1000 THROCKMORTON ST.
FORT WORTH, TARRANT COUNTY, TX 76102
CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged.
PROPERTY: Being a portion of certain tract or parcel of land described in EXHIBITS
"A-1" and "A-2" attached hereto and made a part hereof for all purposes.
Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee,
its successors and assigns, the use and passage in, over, and across, below and along the
easement situated in Tarrant County, Texas, in accordance with the legal description hereto
attached as Exhibits "A-1" and "A-2", and ingress and egress over Grantor's property to the
easement as shown on Exhibits "13-1" and "13-2".
It is further agreed and understood that Grantee will be permitted the use of said easement for
the purpose of construction. Upon completion of improvements and its acceptance by
Grantee, all rights granted within the described Temporary Construction Easement shall cease.
TO HAVE AND TO HOLD the above described easement, together with, all and singular, the
rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors
and assigns until the completion of construction and acceptance by Grantee. Grantor hereby
bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular,
said easement unto Grantee, its successors and assigns, against every person whomsoever
lawfully claiming or to claim the same, or any part thereof.
[SIGNATURES APPEAR ON THE FOLI,OWING PAGE]
Temporary Construction Easement
01/09/2007 RECEIVED ND v 12
GRANTOR: Fort Worth-Riverbend Estates, LLC GRANTEE: City of Fort Worth
a Te Limited iability a home rule municipality
Lee Goodman, President o s Alanis
I.- Q istant City Manager
..00
V$ 7g�
A by= ROVED AS TO FORM AND
� o
\� a oo � G LITY
iG00 6,00� AS
lZa @d P. Gonzales,Asst. City SmeWy ssistant City Attorne
ACKNOWLEDGEMENT
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned.authority N tary Public in and for the State of Texas,
on this day personally appeared PP ( /1!/9d , known to me to be the
same person whose name is subscribe o t e foregoing instrument, and acknowledged to me
that the same was the act of and that he/she executed
�e
the same as the act of said e r for the purposes
and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 16- day of
20141
e LINDA G. ELLIS
°°"""°" ° Notary Public in and for the State of Texas
'�0+.41-2014
ACKNOWLEDGEMENT
OFFICIAL RECORD
STATE OF TEXAS § CITY SECRETARY
COUNTY OF TARRANT § FT. WORTH,TX
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of
Fort Worth, known to me to be the same person whose name is subscribed to the foregoing
instrument, and acknowledged to me that the same was the act of the City of Fort Worth and
that he/she executed the same as the act of the City of Fort Worth for the purposes and
consideration therein expressed and in the capacity therein stated.
GIV N UNDER MY HAND AND SEAL OF OFFICE this_�day of
13D bkA 20Lq.
N6t4y Public in and for the Mate of Texas
LINDA M.HIRRLINGER
Temporary Construction Easement MY COMMISSION E$PIRES
t
01/09/2007
TEMPORARY CONSTRUCTION Exhibit A-1
TRAIL EASEMENT
Parcel 101 —63,296 Sq. Ft. or 1.453 Acres
W.R. Reeder Survey, Abstract No. 1303
J.H. Conner Survey, Abstract No. 285
J. Brockman Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort Worth- Riverbend Estates
Being a 125,756 square feet or 2.887 acre tract of land situated in the J.H. Conner Survey,
Abstract No. 285, in the J.F. Largent Survey, Abstract No. 1302, in the J. Brockman Survey,
Abstract No. 102, in the City of Fort Worth, Tarrant County, Texas, being part of a tract of land
conveyed to Fort Worth- Riverbend Estates, L.C.,(Tract 1) recorded in Volume 11453, Page
1068 of the Deed Records of Tarrant County, Texas and being more particularly described as
follows:
BEGINNING at a set 'h" iron rod with yellow cap stamped "SGI RPLS 3664", being an interior
corner of said Riverbend tract, and being the most northerly southwest corner of a tract of land
conveyed to Tarrant County Water Control and Improvement District Number One, recorded in
Volume 8938, Page 466 of the Deed Records of Tarrant County, Texas;
THENCE North 89°37'19° East, along common south line of said Tarrant tract, a distance of
209.70 feet, to a set W iron rod with yellow cap stamped "SGI RPLS 3664", being in the
common south line of Tarrant Tract and the north line of said Riverbend Tract, over and across
said Riverbend Tract, to the beginning of a curve to the right, having a radius 185.00, and a
chord bearing of South 72 009'54" West, a chord distance of 108.64;
THENCE along said curve to the right, an arc distance of 110.27, to a set"A" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
375.00, and a chord bearing of South 82 043'01"West, a chord distance of 85.21;
THENCE along said curve to the left, an arc distance of 85.39, to a set'/" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 415.00,
and a chord bearing of South 81°49'23"West, a chord distance of 81.42 feet;
THENCE along said curve to the right, an arc distance of 81.55, to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664",g to the beginning of a curve to the left, having a radius 225.00,
and a chord bearing of South 76 032'31"West, a chord distance of 85.17;
THENCE along said curve to the left, an arc distance of 85.69, to a set W iron rod with yellow
cap stamped "SGI RPLS 3664"*
THENCE South 65°37'53" West, a distance of 53.58 feet, to a set 1/2" iron rod with yellow cap
stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius 30.00, and a
chord bearing of South 19 039'42"West, a chord distance of 43.14 feet;
THENCE along said curve to the left, an arc distance of 48.14 feet, to a set W iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
125.00, and a chord bearing of South 01°51'08" East, a chord distance of 103.50;
THENCE along said curve to the right, an arc distance of 106.71, to a set Ys" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
260.00 feet, and a chord bearing of South 00°13'26"West, a chord distance of 197.99;
1 OF 7
TEMPORARY CONSTRUCTION
TRAIL EASEMENT
Parcel 101 —63,296 Sq. Ft. or 1.453 Acres
W.R. Reeder Survey, Abstract No. 1303
J.H. Conner Survey, Abstract No. 285
J. Brockman Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort Worth- Riverbend Estates
THENCE along said curve to the left, an arc distance of 203.11, to a set 1W iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 310.00
feet, and a chord bearing of South 17°42'15" East, a chord distance of 48.12;
THENCE along said curve to the right, an arc distance of 48.17, to a set W iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius 495.00
feet, and a chord bearing of South 18 039'02" East, a chord distance of 93.13;
THENCE along said curve to the left, an arc distance of 93.27, to a set Y2" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 145.00
feet, and a chord bearing of South 17°18'09"West, a chord distance of 191.59;
THENCE along said curve to the right, an arc distance of 209.30, to a set Yz" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
80.00 feet, and a chord bearing of South 44 026'57"West, a chord distance of 39.26;
THENCE along said curve to the left, an arc distance of 39.67, to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 385.00
feet, and a chord bearing of South 4100644" West, a chord distance of 145.17;
THENCE along said curve to the right, an arc distance of 146.05, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
117.00 feet, and a chord bearing of South 09°54'32"West, a chord distance of 156.79;
THENCE along said curve to the left, an arc distance of 171.82, to a set %" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 75.00
feet, and a chord bearing of South 16°02'46"West, a chord distance of 111.84;
THENCE along said curve to the right, an arc distance of 126.21, to a set '/:" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
83.00 feet, and a chord bearing of South 25°18'29" West, a chord distance of 104.35;
THENCE along said curve to the right, an arc distance of 112.84, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
75.00 feet, and a chord bearing of South 26 050'06"West, a chord distance of 97.36;
THENCE along said curve to the right, an arc distance of 105.96, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
20.00 feet, and a chord bearing of South 00°4227" East, a chord distance of 37.09;
THENCE along said curve to the right, an arc distance of 47.78, to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 100.00
feet, and a chord bearing of South 15°50'19" East, a chord distance of 159.48;
2OF7
TEMPORARY CONSTRUCTION
TRAIL EASEMENT
Parcel 101 —63,296 Sq. Ft. or 1.453 Acres
W.R. Reeder Survey, Abstract No. 1303
J.H. Conner Survey, Abstract No. 285
J. Brockman Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort Worth- Riverbend Estates
THENCE along said curve to the right, an arc distance of 184.60, to a set 'A" iron rod with
yellow cap stamped "SGI RPLS 3664";
THENCE South 37°02'45"West, a distance of 183.84 feet, to a set Yz" iron rod with yellow cap
stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 85.00 feet,
and a chord bearing of South 55°27'09"West, a chord distance of 53.68 feet;
THENCE along said curve to the right, an are distance of 54.61, to a set "A" iron rod with yellow
cap stamped"SGI RPLS 3664", to the beginning of a curve to the left, having a radius 35.00
feet, and a chord bearing of South 39 038'07" West, a chord distance of 39.37 feet;
THENCE along said curve to the left, an arc distance of 41.87 feet, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
85.00 feet, and a chord bearing of South 37°24'37"West, a chord distance of 90.08 feet;
THENCE along said curve to the right, an arc distance of 94.94 feet, to a set '/" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
85.00 feet, and a chord bearing of South 24°47'39"West, a chord distance of 119.40 feet;
THENCE along said curve to the left, an arc distance of 132.38 feet, to a set Y2" iron rod with
yellow cap stamped "SGI RPLS 3664", being in the south line of said Riverbend Tract 1, being
in the north line of Tract 18, of said Riverbend tract;
THENCE South 89°21'19" West, along the common line of said Tract 1 and Tract1B, a distance
of 51.80 feet, to a set 12" iron rod with yellow cap stamped "SGI RPLS 3664", over and across
said Riverbend Tract 1, to the beginning of a non-tangent curve to the right, having a radius
135.00 feet, and a chord bearing of North 28 024'52" East, a chord distance of 177.12 feet;
THENCE along said curve to the right, an arc distance of 193.19 feet, to a set '/" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
35.00 feet, and a chord bearing of North 37°24'37" East, a chord distance of 37.09 feet;
THENCE along said curve to the left, an arc distance of 39.09, to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 85.00
feet, and a chord bearing of North 39 038'07" East, a chord distance of 95.61 feet;
THENCE along said curve to the right, an arc distance of 101.54 feet, to a set W, iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
35.00 feet, and a chord bearing of North 55 027'09" East, a chord distance of 22.10 feet;
THENCE along said curve to the right, an arc distance of 22.49 feet, to a set 1/2" iron rod with
yellow cap stamped"SGI RPLS 3664";
3OF7
TEMPORARY CONSTRUCTION
TRAIL EASEMENT
Parcel 101 --63,296 Sq. Ft. or 1.453 Acres
W.R. Reeder Survey, Abstract No. 1303
J.H. Conner Survey, Abstract No. 285
J. Brockman Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort Worth- Riverbend Estates
THENCE North 37°02'45" East, a distance of 183.84 feet, to a set '/:" iron rod with yellow cap
stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 50.00 feet,
and a chord bearing of North 15 050'19"West, a chord distance of 79.74 feet;
THENCE along said curve to the right, an arc distance of 92.30 feet, to a set 1/20 iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
70.00 feet, and a chord bearing of North 00°42'27"West, a chord distance of 129.82 feet;
THENCE along said curve to the left, an arc distance of 166.19 feet, to a set 's" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
25.00 feet, and a chord bearing of North 26 050'06" East, a chord distance of 32.45 feet;
THENCE along said curve to the left, an arc distance of 35.32 feet, to a set W iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
133.00 feet, and a chord bearing of North 25 018'29" East, a chord distance of 167.20 feet;
THENCE along said curve to the right, an arc distance of 180.81 feet, to a set 1/2'" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
25.00 feet, and a chord bearing of North 16 002'46" East, a chord distance of 37.28 feet;
THENCE along said curve to the left, an arc distance of 42.07 feet, to a set W iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
167.00 feet, and a chord bearing of North 09°54'32" East, a chord distance of 223.80 feet;
THENCE along said curve to the right, an arc distance of 245.25 feet, to a set W iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
335.00 feet, and a chord bearing of North 41'06'44" East, a chord distance of 126.32 feet;
THENCE along said curve to the left, an arc distance of 127.08, to a set W iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 130,00
feet, and a chord bearing of North 44 026'57" East, a chord distance of 63.80 feet;
THENCE along said curve to the right, an arc distance of 64.46 feet, to a set'/Z" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
95.00 feet, and a chord bearing of North 17°18'09" East, a chord distance of 125.53 feet;
THENCE along said curve to the left, an arc distance of 137.13 feet, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
545.00 feet, and a chord bearing of North 18°39'02"West, a chord distance of 102.54 feet;
THENCE along said curve to the right, an arc distance of 102.69 feet, to a set'/" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
260.00 feet, and a chord bearing of North 17 042'15"West, a chord distance of 40.36 feet;
4OF7
TEMPORARY CONSTRUCTION
TRAIL EASEMENT
Parcel 101 —63,296 Sq. Ft. or 1.453 Acres
W.R. Reeder Survey, Abstract No. 1303
J.H. Conner Survey, Abstract No. 285
J. Brockman Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort Worth- Riverbend Estates
THENCE along said curve to the left, an arc distance of 40.40 feet, to a set °/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
310.00 feet, and a chord bearing of North 00°13'26" East, a chord distance of 236.06 feet;
THENCE along said curve to the right, an arc distance of 242.17 feet, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius
75.00 feet, and a chord bearing of North 01"51'08" West, a chord distance of 62.10 feet;
THENCE along said curve to the right, an arc distance of 64.03, to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 80.00
feet, and a chord bearing of North 19 039'42" East, a chord distance of 115.04 feet;
THENCE along said curve to the right, an arc distance of 128.37 feet, to a set 1/2" iron rod with
yellow cap stamped "SGI RPLS 3664";
THENCE North 65°37'53" East, a distance of 53.58 feet, to a set 1/2" iron rod with yellow cap
stamped "SGI RPLS 3664", to the beginning of a curve to the right, having a radius 275.00 feet,
and a chord bearing of North 76 032'31" East, a chord distance of 104.10 feet;
THENCE along said curve to the right, an arc distance of 104.73 feet, to a set 112" iron rod with
yellow cap stamped "SGI RPLS 3664", to the beginning of a curve to the left, having a radius
365.00 feet, and a chord bearing of North 81 036'58" East, a chord distance of 61.54 feet;
THENCE along said curve to the left, an arc distance of 61.62, to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664", being in the common line of said Riverbend Tract and Tarrant
Tract;
THENCE South 00'22'41" East, along the common said line of Riverbend Tract and Tarrant
Tract, a distance of 3.59 feet, to the POINT OF BEGINNING and containing 2.887 acres
(125,756 square feet) of land, more or less.
BASIS OF BEARING The Basis of Bearing is NAD 1983 State Plane Coordinates, Texas North
Central Zone (4202). Geodetic Bearing established by GPS Measurements taken on 04-29-13.
Solutions have been calculated by the National Geodetic Survey, OPUS Website.
5OF7
518"IRON ROD
N C41 41 7 V .- FOUN
L6 1 Ch
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Lao 52
dr
0
09 c6
0 .700
0 c7
SCALE IN FEET
03 8 ¢�yAgy
ABSTRACT 1303 036 1247W*t�,x�W AC
W.R.REEOER SUR I/EY o.
c35 v
01D �' v
c3 C11
012
Gi2 CrJ � J TRACT 18
FORT KVIH- RIWRBEND ESTATES LC
WWA(E 1145J, PAGE 1068
C14 D.RT.CT.
......... ......
C3 C15
CZ
16
C28 C17 _ c _
J r -
18
C27
TRACT 1
Ls FORT WORTH- RIVERBEND ESTAIFS, L.C.
C26 3 VOLUME 1145,E PAGE 1068
D.R.rC.T.
= C
C
g
C20
IRACT�IB� _.. _....
c2 ZI FORT WORTH- RIVERB£ND EST47ES, L.0
c2? 'VOLUME 11453, PAGE 1068
D.R.T.C.T
L4
GENERAL NOTES
1. THE BASIS OF BEARING IS NAD 1993 STATE PLANE COORDINATES,
LEGEND TEXAS NORTH 00RAL (4202). GEODE17C BEARING£STABLISHT
BY GPS MEASUREMENTS TAKEN GW 04-29-IJ SMY17OVS HAYS
IRF IRON ROD FOUND BEEN CALCULATED BY THE NA77O'VAL GEOOETTC SURVEY, OPUS
D.R.T.C.T. DEED RECORDS OF
TARRANT COUNTY TEXAS ..
CM CONTROLLING MONUMENT
PK NAIL �t-t S T F
IRON ROD :.
.,.. ... ...... TEMPORARY CONSTRUCTION
• 1/Z'IRON R00 SET WITH YELLOW CAP l.Qt tt, Ta. SAt_CEt'a Easement
STAMPED `SG RPCS 3664' � ..... 1}'a27
(UNLESS OTH£RW1SE NOTED) ` =`>�� t/ PARR. rEW r�5s� t Na J0J
lK CaW{DR Sams Abstract No. 265
J BROLYCMAN gww)s Abstract Na 102
�.` Crry*(Fad worth. Tarrant Comity. Terns
From FORT mwTH-R/l£RBfW ESTATES
Sheet 6 of 71 Salcedo Group, Incorporated
Asbullt Land Title Surveyors
Exhibit B-1 SGI TLS taPE PE Na. 10070800
FIRM No. 5481
400 South Zang Barhnard Skits .No. 1420 - Dallas, Texas 75206
Phone: (114) 941-861a Fax. (214)9f1-1331 www.solcedogroupinacom
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
Cl 185.00' 110.27' 108.64' S 7209 54" W 34'09'02'
C2 375.00' 85.39' 85.21' S 824J'01" W 130249'
0 415.00' 81,55' 81.42' S 81'49'2J' W 11'15'33'
C4 225.00' 85.69' 85.17' S 763231' W 2149'15'
C5 1 30.00' 48.14' 4314' S 1939'42" W 915622"
C6 125.00' 106.71' 103.50' S 015108"E 485442'
C7 260.00' 203.11' 19799' S 0073'26" W 444535"
C8 310.00' 48.17 48.12' S 1742'15"E 83473"
C9 495.00' 93.27' 93.13' S 18'J9'02'E 10'4746'
CIO 145.00' 209.30' 191.59' S 1778'09' W 82 42'07'
Cll 6000' 39.67' 39.26' S 442657' W 2824'31"
C12 385.00' 146.05' 145.17' S 410644" W 2144 06"
C13 11700' 171,82' 156.79' S 095432' W 840829'
C14 75.00' 126.21' 111.84' S 1602'46' W 962456'
C15 8.J 00' 112.84' 104.35' S 25'18'29" W 7753'30'
C16 75.00' 105.96' 97.36' S 2650'06' W 805645'
C17 20.00' 4748' 3709' S 00'4227'E 136'0152'
C18 100.00' 184.60' 159.48' S 1550'19"E 1054E09"
C19 85.00' 54.61' 53.68' S 5527'09' W 364848'
C20 35 00' 41.61' 39.37' S 39'J8'07' W 68 26 53'
C21 85.00' 94.94' 90.08' S 372437' W 6359'55"
C22 85.00' 132.38' 119.40' S 244739' W 897352'
C23 135.00' 193.19' 177.12' N 282452'E 815926"
024 35.00' 39.09' 37.09' N 372437'E 635955'
C25 85.00' 101.54' 95.61' N 3938'07'E 6826'53"
C26 3500' 2249' 22.10' N 5527'09"E 36'4848"
C27 50.00' 92.30' 79.74' N 1550'19' W 105'46'09"
C28 70.00' 166.19' 129.82' N 00'4227" W 13601'52'
C29 25.00' 3532' 32.45' N 2650'06"E 80'5645
00 W.00' 180.81' 167.20' N 257829"E 7753'30"
C31 25.00' 42.07' 3728' N 16'02'46'E 962456'
02 16700' 245.25' 223.80' N 09 54 32'E 84'08'29'
C33 335 00' 127.08' 126.32' N 4106'44'E 21'44'06'
C34 130.00' 64.46' 63.80' N 442657'E 2824 31"
C35 95.00' 13713' 125.53' N 1778'09'E 8242'07"
C36 545.00' 10269' 102.54' N 1839'02" W 1Q 4746"
07 260.00' 40.40' 40.36' N 17 42'15" W 8 54'13'
038 31000' 242.17' 236.06' N 0073'26'E 444535"
09 75.00' 64.03' j 62.10' N 015108" W 485442'
C40 80.00' 128.37' 115.04' 1 N 19U942'E 9156 22"
C41 275.00' 104.73' 104.10' N 75.32'31'E 2149'15"
C42 365.00' 61.62' 61.54' N 82-3658-E 9'4021'
LINE BEARING DISTANCE 1
L1 N 89'37'19"E 209.70' ` TEMPORARY CONSTRUCTION
L2 S 653753" W 53.58' Trail Easement
L3 S 3702'45" W 183.84' PARM tot - 125,756 S4 Ft or 2887 Acrw
r - W.R. A&M R Sunny,Abe6oct No t30J
L4 $ 8921'x9' W 51.8Q' .411 Sunvg Abstroct Na 285
L5 N 3702'45"E 18384' .1 SW MAN Sunny, Abstract Na toe
L6 N 653753"E 53.58' Frain FORT NW11N-& �t�Texos
L7 S 002241'E 3.59' Sneer 7 or 7 Salcedo Group, incorporated
Asbuiit Land Title Surveyors
SGI 1HPLS f1RY No. 10070800
18PF Mk(Na 5482
vi« uwup,t. 400 South Zara Soulevord. Suite No. 1420 - Dollos, Terns 75208
Phone: (214) 941-8810, Far. (214) 941-1331 www.sokedbg nc.com
TEMPORARY CONSTRUCTION TRAIL EASEMENT Exhibit A-2
Parcel 102 Tract 2 — 13,258 Sq. Ft. or 0.304 Acres
J. BROCKMAN Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort worth — Riverbend Estates, LC
Being a 13,258 square feet or 0.304 acre tract of land situated in the J. Brockman Survey,
Abstract No. 102, in the City of Fort Worth, Tarrant County, Texas, being part of a tract of land
conveyed to Fort Worth — Riverbend Estates, LC, Lot 1E, recorded in Volume 11453, Page
1068 of the Deed Records of Tarrant County, Texas and being more particularly described as
follows:
BEGINNING at a set W iron rod with yellow cap stamped "SGI RPLS 3664", being in the north
line of said Tract 1 E, and being in the south line of a tract of land conveyed to Fort Worth —
Riverbend Estates, LC. (Tract 1, Volume 11453, Page 1068, Deed Records of Tarrant County,
Texas);
THENCE South 89°21'19"West, along common north line of said Tractl E and south line of said
Tract 1, a distance of 51.80 feet, to a set 1/2" iron rod with yellow cap stamped "SGI RPLS
3664", being in the common north line of Tract 1E, and the south line of said Tract 1; to the
beginning of a curve to the left, having a radius 135.00', and a chord bearing of South 17°50'35"
East, a chord distance of 24.76';
THENCE along said curve to the left, an arc distance of 24.80' to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664'
THENCE South 23"06'19" East, over and across said Tract 1 E, a distance of 107.90 feet, to a
set 1/2" iron rod with yellow cap stamped "SGI RPLS 3664"to the beginning of a curve to the
right, having a radius 175.00', and a chord bearing of South 09°01'20" East, a chord distance of
85.16';
THENCE along said curve to the right, an arc distance of 86.03', to a set 1/2" iron rod with yellow
cap stamped "SGI RPLS 3664":
THENCE South 04°53'18"West, a distance of 44.24 feet, to a set 1/2" iron rod with yellow cap
stamped "SGI RPLS 3664";
THENCE South 85°18'02" East, a distance of 50.00 feet, to a set W iron rod with yellow cap
stamped "SGI RPLS 3664";
THENCE North 04°53'18" East, a distance of 43.93 feet, to a set 1/2" iron rod with yellow cap
stamped "SGI RPLS 3664" to the beginning of a curve to the left, having a radius 225.00, and a
chord bearing of North 09°01'23"West, a chord distance of 109.49',
THENCE along said curve to the left, an arc distance of 110.60', to a set %" iron rod with yellow
cap stamped "SGI RPLS 3664;
THENCE North 23°06'19" West, a distance of 107.90 feet, to a set W iron rod with yellow cap
stamped "SGI RPLS 3664"to the beginning of a curve to the right, having a radius 85.00', and a
chord bearing of North 21027'48" West, a chord distance of 4.87':
THENCE along said curve to the right, an arc distance of 4.87', to a set W iron rod with yellow
cap stamped"SGI RPLS 3664" to the POINT OF BEGINNING and containing 0.304 acres
(13,258 square feet) of land, more or less.
1 of 3
TEMPORARY CONSTRUCTION TRAIL EASEMENT
Parcel 102 Tract 2 — 13,258 Sq. Ft. or 0.304 Acres
J. BROCKMAN Survey, Abstract No. 102
City of Fort Worth, Tarrant County, Texas
From Fort worth — Riverbend Estates, LC
BASIS OF BEARING The Basis of Bearing is NAD 1983 State Plane Coordinates, Texas North
Central Zone (4202). Geodetic Bearing established by GPS Measurements taken on 04-29-13.
Solutions have been calculated by the National Geodetic Survey, OPUS Website.
LO
C
I
2 of 3
TRACT 1 FART NORTH- RIVERBEND ESTA7FA LC. >-- N
VOLUME 17454, PAGE 1068
D.R.T,C.T" POINT OF BEGINNING
500.99' Ti
LI
0
n ry2 Cam"+ Q
TRACT 1E z
FORT WORTH— RI VERBEND ES TA TES, L.C. E5 D
VOLUME 11433, PAGE 1068 Q::
D.R.T.C.T. = SCALE IN FEET
-mss
LEGEND
Cr_ IRF IRON ROD FOUND
`Q D.R.T.C.T. DEED RECORDS OF
TEMPORARY z � TARRANT COUNTY TEXAS
CONSTRUCTION TRAIL Y Cc CM CONTROLLING MONUMENT
EASEMENT o PK NAIL
13,258 Sq. Ft. m IRON Roo
0.304 Ac.
—+ 112" IRON ROD SET WITH
N YELLOW CAP STAMPED
SGf RPLS 3664" (UNLESS
v OTHERWISE NOTED)
Wq�
F) 0 0
W COO
m
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I
c
3 �
W
m O
L4 �-
U
T4
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
TCl 135.00' 24.80' 24.76' S 1750 35°E 10 3128'°
TC2 175.00' 86.03' 85.16' S 090120`E 28'0958"
TC3 225:00' 110.60' 109,49' N 09'01'2J' W 28'09'52'
TC4 85.00' 4.87' 4.87' N 212748" W 377'02"
LINE BEARING DISTANCE GENERAL NOTES•
Tl S 8921'19" W 51.80' ° 1• THE BASIS OF BEARING IS NAD 1983 STA TF PLANE COORDINATES,
T2 S 2306'19"E 107"90' OF TF TEXAS NORTH CENTRAL (4202 G£ODEAC BEARING ESTABLISHED
T3 S 0433'18° W 44.24' �Y BY GAS MEASUREMENTS TAKEN ON 04-29-13 SGYUAONS HAW
'
T4 S 857802'E 50.00' t ��• co BEEN CALCULATED 8Y THE NATIONAL GEODETIC SURVEY, OPUS
T5 N W953'18'E 43.93' ...,.., 9
T6 N 2306'19" W 107.90' LOU SALCED
.... .,,,,,,••.. Parcel 102 - Tract 2
I�o4 Temporary Construction
e Trail Easement
PARCEL 102 7RACT 1- 14258 Sq.Ft. or aM4 Acres
d BROOWN Surrey, ADs&wl No 1D2
C11y of fort ftdk Twwf Camty, Toms
from FWr OWN-RfWRBENO ESTATES LC
Sheet 3 of i Salcedo Group, Incorporated
Asbuilt Land Title Surveyors
►.7�1 Tau F r N 10070MD
Exhibit B-2
78PE fAI Na 5482
400 South Long Boulevard, Suite No. 1420 - Dvlks, Tema 75208
Phorre: (274) 941-8610, far: (2t4) 941-2M1 wwn sokedogrmpl ma w n