Post on 23-Feb-2021
6" HICKORY
10" PEAR
8" HICKORY8" HACKBERRY
10" HACKBERRY8" HACKBERRY
10" HACKBERRY
9" HACKBERRY
10" HACKBERRY
12" HACKBERRY
10" HACKBERRY
4" HACKBERRY
14" HACKBERRY
10" HACKBERRY
10" HACKBERRY
9" HACKBERRY
5" HACKBERRY
9" HACKBERRY
12" HACKBERRY
5" HACKBERRY
9" HACKBERRY
5" HACKBERRY
4" HACKBERRY
5" HACKBERRY
24" HACKBERRY
TBM MNS518.07'
4" SQUARE METAL FENCE POST FOUND
1/2" REBAR FOUNDN 45°32'49" E | 1.06'FROM CORNER
1/2" R
EBAR FOUND
CM
5/8" REBAR 2" TXDOT SURVEY MARKER/ROW MONFOUND ON LINE AT 73.32'
1/2" REBAR FOUNDCM
1/2" REBAR FOUND
5/8" REBAR 2" TXDOT SURVEY MRKR/ROW FOUND ON LINE AT 402.28'
FL CMP CRUSHED=517.5'
TRTRTELE
TELE
TELE
FL 15" CMP=515.6'
FL 15" CMP=515.9'
WATER
FL 15" CMP=517.6'
WV
WV
GATE
GATE
UP
UP
GP
EAVE
WATER
WATER
SEPTIC VENTSEPTIC VENT
CRSX:2611916.78'Y:6972054.14'
CRSX:2611545.01'
Y:6972418.89'
WM
FL 36" CMP=508.6'FL 36" CMP=508.9'
2" PIPE STICKING OUT OF GROUND
FL 36" C
MP=509.6
'
FL 36" CMP=510.0'
OU
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BUILDING
BUILDING1,207 EXTERIORSQUARE FEET
BUILDING322 EXTERIORSQUARE FEET
BUILDING85 EXTERIOR
SQUARE FEETVAQUERO FORNEY 548PARTNERS, LP
A TEXAS LIMITEDPARTNERSHIP
INST.# 2018-0027821O.P.R.K.C.T.
F.M. HIGHWAY 548
(100-FOOT R.O.W. VOL. 441, PG. 469, D.R.K.C.T.)
BROMLEY HOLDINGS, LLC, A TEXASLIMITED LIABILITY COMPANY
VOL. 5560, PG. 253O.P.R.K.C.T.
EQK BRIDGEVIEW PLAZA, INC.VOL. 3886, PG. 212
O.P.R.K.C.T.
LOT 1BLOCK 1
2.988 ACRES130,169 SQUARE FEET
EQK BRIDGEVIEW PLAZA, INC.VOL. 3886, PG. 212
O.P.R.K.C.T.
CONCRETE
CONCRETE
NATURAL GROUND
CONCRETE
CO
NC
RET
E
EDGE OF ASPHALT
EDGE OF ASPHALT
CONCRETE
ASP
HA
LT
CONCRETE
ASPHALT
CONCRETE
CONCRETE BROKENEDGE UNDEFINED
N75°14'56"E 353.48'
S45°23'54"E 337.50'
S44°00
'10"W
302
.78'
N45°32'49"W 520.86'
FENCE
516
516
517518519
520
520
515
515
516
514
513
512
512
516
516
515
515
514
513 512
51151
1 512
513
513
513
512
513
THIS LINE IS CALLED BY DEEDTO BE THE "CENTER OF ABANDONED ROAD"HOWEVER NO FORMAL DOCUMENT OF THE ROADABANDONMENT WAS FOUND BY OR PROVIDEDTO THE SURVEYOR
AREA INSIDE PONDHAS ABOUT 20 SMALLWILLOW TREES UP TO 5"
AREA LITTEREDWITH DEBRIS
CLUMP 10 3-5" WILLOW
HEADWALL
HEADWALL
PIPE RACKS ANDOTHER DEBRIS INSIDE
514
FENCE
FENCE
FENCE
517
516
516517518
519520
N75°14'56"E 213.88'
L =67.87', R =1186.59'D=003°16'37"N73°36'37"E~67.86'
N43°55
'42"E
222
.71'
516
516
FENCE
118.58'
32.4'
72.7'
30.2
'40.0'
30.2
'
40.0'
129.4'
49.0'
CONCRETE BROKENAND BURIED UNDER GRASS
73.28'
264.22'
2.3'
23.4'
13.8'
13.8'
23.4'
10.3'
8.3'
10.3'
8.3'
402.28'
THIS LINE IS CALLED BY DEEDTO BE THE "CENTER OF ABANDONED ROAD"
HOWEVER NO FORMAL DOCUMENT OF THE ROADABANDONMENT WAS FOUND BY OR PROVIDED
TO THE SURVEYOR
NOTE: THE OVERHEAD UTILITY LINES AND UTILITYPOLES CROSSING THE SUBJECT TRACT SHOWNHEREON DO NOT APPEAR TO BE COVERED BY
EASEMENT DOCUMENT. NO DOCUMENTPERMITTING SUCH USE WAS FOUND BY OR
PROVIDED TO THE SURVEYOR
S75°14'56"W 651.20'
S39°17'19"E 194.05'
DANNY R. ANDERSON, JR., ET ALVOL. 4007, PG. 388
O.P.R.K.C.T.
BILL CROW AND WIFE, CHRISTINE CROWVOL. 1127, PG. 811
O.P.R.K.C.T.
DAVID E. BRASHIER ANDLAURA BRASHIERVOL. 2860, PG. 613
O.P.R.K.C.T.
CENTERLINE
50.0
'
50.0
'
281.28'
202.00'
119.96'412.71'
248.60'
312.83'
509.09'
591.55'
1/2" REBAR FOUND
JP
HL a N d
S u r ve y
i ng,I n
c
80'40'
Scale: 1" = 40'
0
VICINITY MAPNOT TO SCALE
P.O.B.
Drafter: RDG 2018/07/24Revision:Revision:Revision:
UP
UP/UG
UV
OU
WV
TR
LP
WM
CO
UC
IV
· 356.7'
MB
ornamental tree
PE
MW
air conditionerboreholecable tvelectric meterfence or handrailfire dept. connectionfire hydrantguard railgrease trapbollardgrate inletgas metergas lineutility pole anchorirrigation valvelandscape or tree linelandscape electric boxlandscape lightlight polemailboxmonitoring welloverhead utility linespool equipmentroad signroof drainsilt fencespot elevationsanitary sewer manholesanitary sewer pipestorm water manholestorm water pipetelephone manholetank fill lidtelephone risertraffic signal poleunknown manholeutility clean oututility cabinetutility vaultutility markings (line color= color of markings)utility poleutility pole with riserutility signwater shutoffwater valvewater manholewater meterwellwater line
CATV
EM
FDC
FH
GP
GI
GM
GUY
one-foot contour lines
tree trunk (not canopy)caliper inches at breastheight
NO
TE -
Som
e ite
ms m
ay n
ot p
erta
in to
this
surv
ey.
The
iden
tific
atio
n is
subj
ect t
o in
terp
reta
tion,
ver
ifica
tion
may
be
requ
ired.
LEGEND OF SYMBOLS
TFL
ST
S
GAS
W
RD
SSMH
SDMH
TMH
UMH
LEB
LSL
FLOOD ZONE CLASSIFICATIONThis property lies within (UNSHADED) ZONE(S) X of the FloodInsurance Rate Map for Kaufman County, Texas and IncorporatedAreas, map no. 48257C0050D, dated 2012/07/03, via scaled maplocation and graphic plotting and/or the National Flood Hazard Layer(NFHL) Web Map Service (WMS) at http://hazards.fema.gov.
LEGEND OF ABBREVIATIONSUnited States Survey FeetTexas Coordinate System of 1983, North Central ZoneNorth American Vertical Datum of 1988Plat Records of Kaufman County, TexasOfficial Public Records of Kaufman County, TexasDeed Records of Kaufman County, TexasVolume/Page/Instrument NumberPoint of Beginning/Point of CommencingEasement/Building LineCorrugated Metal PipeControlling Monument
US.SyFt.TxCS,'83,NCZ
NAVD'88P.R.K.C.T.
O.P.R.K.C.T.D.R.K.C.T.
VOL/PG/INST#POB/POCESMT/BL
CMPCM
UTILITY WARNING811 or other similar utility locate requests (DIG-TESS) may be ignoredor result in an incomplete response, in which case utilities may not havebeen marked, or not completely marked, at the time the fieldwork wasperformed for this survey. Therefore, other utilities may exist which arenot shown on this survey. With regard to Table A, item 11 *(ifaddressed), source information from plans and markings have beencombined with observed evidence of utilities pursuant to Section 5.E.iv.to develop a view of the underground utilities. However, lackingexcavation, the exact location of underground features cannot beaccurately, completely, and reliably depicted. Where additional or moredetailed information is required, excavation and/or a private utility locaterequest may be necessary.
MONUMENTS / DATUMS / BEARING BASISMonuments are found if not marked MNS or CRS.1/2" rebar stamped "JPH Land Surveying" setMag nail & washer stamped "JPH Land Surveying" setSite benchmark (see vicinity map for general location)Vertex or common point (not a monument)Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZElevations, if shown, are NAVD'88Bearings are based on grid north (TxCS,'83,NCZ)TxDOT Right of Way tapered concrete monument.TxDOT Right of Way bronze cap in concrete.TxDOT Right of Way aluminum cap.
CRSMNSTBM
TYPE ITYPE II
TYPE III
PRELIMINARY PLATOF
HENDRICKSON ADDITIONLOT 1, BLOCK 1
BEING
2.988 ACRESSITUATED IN THE
RUTH PECKUM SURVEY, ABSTRACT NO. 374CITY OF DALLAS ETJ
KAUFMAN COUNTY, TEXAS
PLAT PREPARED: NOVEMBER, 2018
SITE
TBM
JPH Job/Drawing No. (see below)2018.022.014 16026 FM 548, Kaufman Co., TX - PRELIMINARY PLAT.dwg
© 2018 JPH Land Surveying, Inc. - All Rights Reserved807 Bluebonnet Drive, Suite C Keller, Texas 76248
Telephone (817) 431-4971 www.jphlandsurveying.comTBPLS Firm #10019500 #10194073 #10193867
DFW | Austin | Abilene
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF KAUFMAN §
WHEREAS, Vaquero Forney 548 Partners, LP is the owner of that certain tractsituated in the Ruth Peckum Survey, Abstract No. 374, City of Dallas Extra TerritorialJurisdiction, Kaufman County, Texas, said tract being the same tract described in theSpecial Warranty Deed with Vendor's Lien to said Vaquero Forney 548 Partners, LPrecorded under Instrument Number 2018-0027821 of the Official Public Records ofDallas County, Texas; the subject tract being more particularly described as follows:
Beginning at a 1/2-inch rebar found for the common east corner of the said VaqueroForney 548 Partners, LP tract and the tract described in the WarrantyDeed with Vendor's Lien to Bromley Holdings, LLC, a Texas limitedliability company recorded in Volume 5560, Page 253 of the OfficialPublic Records of Kaufman County, Texas, said iron rod being on awesterly line of “Tract I” as described in the General Warranty Deed toEQK Bridgeview Plaza, Inc., a Nevada corporation recorded in Volume3886, Page 212 of the Official Public Records of Kaufman County,Texas;
THENCE SOUTH 44 degrees 00 minutes 10 seconds WEST, with the commonsoutheast line of Vaquero Forney 548 Partners, LP tract and a west lineof said “Tract I”, a distance of 302.78 feet to a 1/2 inch capped rebarstamped "JPH Land Surveying" found at the south corner of the VaqueroForney 548 Partners, LP tract, (called to be a reentrant corner of “TractI” and the south corner of the aforementioned Ruth Peckum Survey);
THENCE NORTH 45 degrees 32 minutes 49 seconds WEST, with the commonsouthwest line of the Vaquero Forney 548 Partners, LP tract and a northline of “Tract I”, passing at a distance of 402.28 feet a found TexasDepartment of Transportation monument, and continuing on said course,in all, a total distance of 520.86 feet to a 1/2-inch capped rebar stamped"JPH Land Surveying" found at the west corner of the Vaquero Forney548 Partners, LP tract, being on the southeast right of way of F.M.Highway 548 (a 100-foot wide right of way), from which a found 1/2inch rebar bears NORTH 45 degrees 32 minutes 49 seconds WEST, adistance of 1.06 feet;
THENCE NORTH 75 degrees 14 minutes 56 seconds EAST, with the commonnorthwest line of the Vaquero Forney 548 Partners, LP tract and the saidsoutheast right of way, a distance of 353.48 feet to a 4-inch square metalfence post found at the common north corner of the Vaquero Forney 548Partners, LP tract and the aforementioned Bromley Holdings tract;
THENCE SOUTH 45 degrees 23 minutes 54 seconds EAST, with the common lineof the Vaquero Forney 548 Partners, LP tract and the Bromley Holdingstract, passing at a distance of 73.32 feet a found Texas Department ofTransportation monument and continuing on said course, in all, a totaldistance of 337.50 feet returning to the Point of Beginning and enclosing2.988 acres (±130,169 square feet).
OWNER'S DEDICATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That Vaquero Forney 548 Partners, LP, a Texas limited partnership acting by andthrough W.A. Landreth, Manager of general partner, does hereby adopt this plat,designating the herein described property as Hendrickson Addition, an addition to theExtra-Territorial Jurisdiction of the City of Dallas, Kaufman County, Texas, and dohereby dedicate, in fee simple, to the public use forever any streets, alleys, andfloodway management areas shown thereon. The easements shown thereon are herebyreserved for the purposes indicated. The utility and fire lane easements shall be opento the public, fire and police units, garbage and rubbish collection agencies, and allpublic and private utilities for each particular use. The maintenance of paving on theutility and fire lane easements is the responsibility of the property owner. Nobuildings, fences, trees, shrubs, or other improvements or growths shall beconstructed, reconstructed or placed upon, over or across the easements as shown.Said easements being hereby reserved for the mutual use and accommodation of allpublic utilities using or desiring to use same. All, and any public utility shall have theright to remove and keep removed all or parts of any building, fences, trees, shrubs, orother improvements or growths which in any way may endanger or interfere with theconstruction, maintenance or efficiency of its respective system on the easements, andall public utilities shall at all times have the full right of ingress and egress to or fromthe said easements for the purpose of constructing, reconstructing, inspecting,patrolling, maintaining and adding to or removing all or parts of its respective systemswithout the necessity at any time of procuring the permission of anyone. (Any publicutility shall have the right of ingress and egress to private property for the purpose ofreading meters and any maintenance or service required or ordinarily performed bythat utility).
This plat approved subject to all platting ordinances, rules, regulations, and resolutionsof the City of Dallas.
Witness my hand this ______ day of ________________________, 2018.
By: Vaquero Forney 548 Partners, LP, a Texas limited partnership
By: Vaquero Ventures Management, LLC, a Texas limited liabilitycompany, as general partner of Vaquero Forney 548 Partners, LP, aTexas limited partnership
By: __________________________W.A. LandrethManager of general partner
STATE OF TEXAS §
COUNTY OF __________ §
BEFORE ME, the undersigned, a Notary Public in and for the said County and State,on this day personally appeared W.A. Landreth, Manager of General Partner, knownto me to be the person whose name is subscribed to the foregoing instrument andacknowledged to me that he executed the same for the purpose therein expressed andunder oath stated that the statements in the foregoing certificate are true.
Witness under my hand and seal this ______ day of ______________________, 2018.
___________________________________Notary Public in and for the State of Texas
SURVEYOR'S STATEMENT
I, Jewel Chadd, a Registered Professional Land Surveyor, licensed by theState of Texas, affirm that this plat was prepared under my direct supervision,from recorded documentation, evidence collected on the ground during fieldoperations and other reliable documentation; and that this plat substantiallycomplies with the Rules and Regulations of the Texas Board of ProfessionalLand Surveying, the City of Dallas Development Code (Ordinance no. 19455,as amended), and Texas Local Government Code, Chapter 212. I furtheraffirm that monumentation shown hereon was either found or placed incompliance with the City of Dallas Development Code, Sec. 51A-8.617(a)(b)(c)(d) & (e); and that the digital drawing file accompanying this plat is aprecise representation of this Signed Final Plat.
Dated this the__________ day of ___________________________, 2018.
PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANYPURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS AFINAL SURVEY DOCUMENT.
~RELEASED FOR REVIEW TO THE CITY OF DALLAS ON NOVEMBER 12,2018.
_______________________________
Jewel ChaddRegistered ProfessionalLand Surveyor No. 5754jewel@jphls.comDate:TBD
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned, a Notary Public in and for the said County and State,on this day personally appeared Jewel Chadd known to me to be the person whosename is subscribed to the foregoing instrument and acknowledged to me that heexecuted the same for the purpose therein expressed and under oath stated that thestatements in the foregoing certificate are true.
Witness under my hand and seal this ______ day of ______________________, 2018.
___________________________________
Notary Public in and for the State of Texas
DEVELOPER:Vaquero Ventures, LLC
2900 Wingate Street, Suite 200Fort Worth, TX 76107
D:512.983.1793 F:817.984.8373kagnor@vaqueroventures.com
ENGINEERForsite Group, Inc.
1999 Bryan Street, Suite 890Dallas, Texas 75201
O:214.939.7123 F:888.765.8135dnorris@fg-inc.net
CITY PLAN FILE NUMBER: ______________________
GENERAL NOTES:.
1. The site benchmark is a mag nail with a washer stamped "JPH LAND SURVEYING"set in concrete drive way located approximately 1,526 feet southwest from theintersection of FM Highway 548 and Windmill Farms Blvd and 30 feet south of thecenter line of FM Highway 548. Benchmark Elevation = 518.07' (NAVD'88). Seevicinity map for general location.
2. This survey was performed with the benefit of a title commitment provided byCommonwealth Title Insurance Company, GF# 2228005823, Commitment#2228005823, effective March 12, 2018, and issued March 22, 2018. Complete copiesof the record description of the property, any record easements benefiting theproperty, the record easements or servitudes and covenants affecting the property("Record Documents"), documents of record referred to in the Record Documents,and any other documents containing desired appropriate information affecting theproperty being surveyed and to which the survey shall make reference were notprovided to this surveyor for notation on the survey except for those items listedwithin Schedule B of said commitment. Therefore, easements, agreements, or otherdocuments, either recorded, or unrecorded may exist that affect the subject propertythat are not shown on this survey.
3. The purpose of this plat is to create one 2.988 acre lot.
4. The fieldwork was completed on June 27, 2018.
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OWNER:Vaquero Forney 548 Partners,
LP, a Texas limited partnership2900 Wingate Street, Suite 200
Fort Worth, TX 76107D:512.983.1793 F:817.984.8373kagnor@vaqueroventures.com