R-2017-4865 - 10/26/2017 RESOLUTION NO. R-2017-4865
WHEREAS, the City of Round Rock ("City") desires to purchase certain property interests
necessary for the Kenney Fort Boulevard (Segment 4) Project, and said tracts ("Property") are
described as follows: (1) fee simple title in and to all of that certain parcel of land being 5.511 acres;
(2) a permanent slope and drainage easement interest in and to two parcels of land totaling
approximately 1.147 acres; and (3) a permanent slope and waterline easement interest in and to that
certain parcel of land being 0.694 acre; and
WHEREAS, Cressman Enterprises, L.P., the owner of the Property, has agreed to sell said
Property to the City,Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf of the City a Real Estate
Contract with Cressman Enterprises, L.P., for the purchase of the above described Property, a copy of
said Real Estate Contract being attached hereto as Exhibit "A" and incorporated herein for all
purposes.
The City Council hereby finds and declares that written notice of the date, hour, place and
subject of the meeting at which this Resolution was adopted was posted and that such meeting was
open to the public as required by law at all times during which this Resolution and the subject matter
hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act,
Chapter 551, Texas Government Code, as amended.
RESOLVED this 26th day of October, 2017.
CRAIGAOR0ayor
M
City of oundTexas
ATTEST:
SARA L. WHITE, City Clerk
0112.1704;00388056
EXHIBIT
„A»
REAL ESTATE CONTRACT
KENNEY FORT BOULEVARD (SEGMENT 4)
This Real Estate Contract ("Contract") is entered into between CRESSNIAN
ENTERPRISES, L.P., a Texas limited partnership, ("Seller"), and the CITY OF ROUND
ROCK, a Texas home-rule municipal corporation ("Buyer") upon the ten-ns and conditions set
forth as follows:
1. Purchase and Sale of Property
1.01 Seller sells and agrees to convey, and Buyer purchases and agrees to pay for, (1)
fee simple title in and to all of that certain parcel of land being 5.511 acres described in Exhibit
"A"; (2) a permanent slope and drainage easement interest in and to two parcels of land totaling
approximately 1.147 acres described in Exhibits `B" and "C"; and (3) a permanent slope and
waterline easement interest in and two that certain parcel of land being 0.694 acre described in
Exhibit"D", all attached hereto and incorporated herein.
1.02 The real property interests described above, and any rights or appurtenances are
referred to in this Contract as the"Property".
2. Sales Price and Special Provisions
2.01 Amount of Sales Price. The sales price for the Property, any improvements
thereon, and any damages or cost of cure for the remaining property of Seller shall be the sum of
SEVEN HUNDRED SEVENTY-FIVE THOUSAND and N0/100 DOLLARS
($775,000.00)("Sales Price").
2.02 Payment of Sales Price. The full amount of the Sales Price shall be payable in
cash at the closing.
2.03. Special Provisions. As additional compensation and as an obligation and
agreement which shall survive the Closing of this transaction, the parties further agree as
follows:
a. Buyer agrees to cause two concrete material "Ty II—Commercial" City of Round
Rock design standard driveway connections to be constructed between the proposed
Kenney Fort Boulevard roadway improvements and the remaining property of Seller,
as well as a median opening in the divided median between the two driveways. The
driveways will be constructed as part of the Buyer's Kenney Fort Boulevard Segment
4 construction project, shall have a minimum width of twenty(20) feet and minimum
radii of twenty-five (25) feet, and shall be constructed in the locations according to
the design and specifications as additionally shown in Exhibit"E"attached hereto and
incorporated herein, unless alternatives are agreed to between Seller and Purchaser
prior to the commencement of construction. Buyer shall maintain the existing
driveway access across the Property to the residence located on the remaining
Property at all times during construction of the proposed roadway improvements
unless otherwise agreed with Seller. By execution of this Contract Seller agrees to
provide Purchaser any required temporary right of access to the remaining property
which is required to carry out the obligations of this paragraph.
00386556.DOCX
b. Purchaser agrees to cause two (2) steel conduit pipes under the proposed roadway
improvements that extend across the width of the Property and which are to be used
for future utility crossing access by Seller, its heirs, successors or assigns. The
conduits shall each be twenty-four (24) inches in diameter, and shall be located
approximately at Sta. 135.00 and Sta. 142.50 of the proposed improvements, and as
further shown on Exhibit "F" attached hereto and incorporated herein, or at an
alternate location to be agreed to between Buyer and Seller prior to construction.
c. Purchaser agrees to cause five-strand barbed wire fencing to be constructed along
either the new right of way lines or the new easement boundary lines, as determined
by Seller prior to construction. The fence shall be constructed as part of the Buyer's
Kenney Fort Segment 4 construction project ("Project"), or otherwise at any time
after Closing and prior to the beginning of construction of the Project at the sole
discretion of Purchaser, and according to the design specifications as shown in
Exhibit "G" attached hereto and incorporated herein. Gates shall be installed at the
driveway connection locations identified herein. By execution of this Contract Seller
agrees to allow purchaser access to its remaining property as necessary to carry out
the obligations in this Section 2.03.
d. By its signature below the Purchaser City of Round Rock, Texas hereby covenants
and agrees that it shall not cause the construction, installation or extension of the
Kenny Fort Blvd. Phase 4 road construction and related facilities Project upon any
portion of the Property, as described and shown on Exhibit "E" and in this Contract,
for a minimum period of four (4) years beginning on the Closing Date, unless
otherwise approved and authorized by Seller in writing. This shall be a restriction
which shall run with the land, and at the request of Seller shall execute and record a
k suitable document setting out this restriction.
At any time after Closing and prior to the beginning of construction of the Project as
set out herein, the restriction for construction shall not prevent or otherwise prohibit
Purchaser, its employees, consultants, contractors, agents and assigns from
conducting any and all investigative activities, testing or other data collection which
purchaser determines to be necessary for design and any other regulatory review or
clearance prior to construction. This shall include, but not be limited to,
environmental, survey, geotechnical, engineering, soil, and other related activities
required for design and planning of the Project prior to construction.
f.
a,
Prior to engaging any of the investigative and planning activities described herein,
Purchaser shall be required to provide 48 hours advance notice by phone and
EE electronic mail of the proposed date, type and duration of the activities proposed up
E on the Property in order to allow any preparation or alteration of the adjacent
remaining property of Seller. This notice shall be made to the following person(s):
t
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Name: Linda Crossman
Phone: 832-257-6642
E-Mail: g
g 11320iaolcom
3. Buyer's Obligations
3.0.1 Conditions to Buyer's Obligations. The Buyer's obligations under this Contract
are subject to the satisfaction of each of the following conditions (any of which may be waived
in whole or in part by Buyer at or before the closing).
3.02 Preliminary Title Report. Within 30 days of the execution of this Contract, Seller,
at Seller's expense, will obtain from the Title Company a preliminary title report ("Title
Report"), accompanied by copies of all recorded documents relating to easements, rights-of-way,
etc., affecting the Property.
(A) Buyer will give Seller written.notice on or before the expiration of 10 days
after Buyer receives the Title Report that the condition of title as set forth in the Title Report is
or is not satisfactory.
(B) In the event that Buyer states that the condition is not satisfactory, Seller
will promptly undertake to assist Buyer to eliminate or modify all unacceptable matters to the
reasonable satisfaction. of Buyer. In the event the Seller is unable to so within 10 days after
receipt of written notice, this Contract may be terminated in writing by Buyer. Otherwise, this
condition will be deemed acceptable and any objection by the Buyer will be deemed waived.
3.03 Survey. Buyer, at Buyer's expense, will obtain a current plat or survey of the
permanent easement Property.
, prepared by a licensed.Texas land surveyor selected by Buyer.
3.04 Seller's Full Compliance. Seller will have complied with all of the covenants,
agreements, and.conditions required by this Contract by the closing date.
4. Representations and Warranties of Seller
Seller represents and warrants to Buyer, as of the closing date, as follows:
4.01 There are no parties in possession of any Portion of the Property as lessees,
tenants at sufferance, or trespassers, other than.previously disclosed to Buyer.
4.02 The Property herein is being conveyed to Purchaser under threat of condemnation.
4.03 Seller has complied with all applicable laws, ordinances, regulations, and
restrictions relating to the Property, or any part of it.
4.04 Seller is not aware of any material physical defects to the Property.
4.05 Seller is not aware of any environmental. hazards or conditions that affect the
Property.
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4.06 Seller is not aware that the Property is or has ever been used for the storage or
disposal of hazardous materials or toxic waste, or any underground tanks or containers.
5. Closin
5.01 Date and Location. The closing will be held at the office of Georgetown Title
Company ("Title Company"), on or before November 15th, 2017 ("Closing Date"), or at a time,
date,and place agreed on by Seller and Buyer.
5.02 Sellers Responsibilities at Closing.At the closing Seller will:
(A) Deliver to Buyer a properly executed and acknowledged Deed, Slope and
Drainage Easement, and Slope and Waterline Easement, conveying such property interest in and
to all of the Property, free of all liens, encumbrances, conditions, easements, assessments, and
restrictions, except for the following:
(i) Any exceptions approved by Buyer in accordance with Section 3
of this Contract; and
(ii) Any exceptions approved by Buyer in writing.
(B) Deliver to Buyer a Texas Owner's Title Policy, at Buyer's expense, issued
by the Title Company in Buyer's favor in the full amount of the Sales Price, insuring Buyer's
interest in and to the Property subject to the title exceptions listed in herein, to any other
exceptions approved in writing by Buyer, and to those standard printed exceptions contained in
the usual form of Texas Owner's Title Policy, with the following exceptions:
(i) The boundary and survey exceptions will be deleted;
(ii) The exception as to restrictive covenants will be endorsed"None
of Record"; and
(iii) The exception as to the lien for taxes will be limited to the year of
closing and will be endorsed"Not Yet Due and Payable."
(C) Deliver to Buyer possession of the Property.
i' (D) The fonn of the Deed document shall be as shown in Exhibit"H" attached
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hereto and incorporated herein. The form of the Slope and Drainage Easement shall be as shown
in Exhibit "I" attached hereto and incorporated herein. The form of the Slope and Waterline
Easement document shall be as shown in Exhibit"J"
5.03 Buyer's Responsibilities at Closing At the closing Buyer will pay Seller the Sales
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Price.
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5.04 Prorations. General real estate taxes for the current year relating to the Property,
interest on any existing indebtedness, rents, insurance, and utility charges, if any, will be
prorated as of the Closing Date and will be adjusted in cash at the closing. If the closing occurs
before the tax rate has been fixed for the current year, the apportionment of taxes will be on the
basis of the tax rate for the preceding year applied to the latest assessed valuation. All special
taxes or assessments to the Closing Date will be paid by Seller.
5.05 Apportionment of Costs. All costs and expenses of closing in consummating the
sale and purchase of the Property will be paid as follows:
(A) Owner's Title Policy paid by Buyer.
(B) Survey paid by Buyer.
(C) Easement, tax certificates, and title curative matters, if any,paid by Buyer.
(D) All other closing costs to be paid by Buyer.
(E) Attorney's fees paid by each respectively.
6. Breach by Seller
6.01 Buyer's Rights in the Event of Breach by Seller. If Seller fails to fully and timely
perform any of its obligations under this Contract or fails to consummate the sale of the Property
for any reason(except for Buyer's default),Buyer will have the right to:
(A) Enforce specific performance of this Contract; or
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(B) Request that the Escrow Deposit, if any, will be returned by the Title
Company to Buyer.
7. Breach by Buyer
7.01 Seller's Rights in the Event of Breach by Buyer. In the event Purchaser should
fail to consummate the purchase of the Property, the conditions to Buyer's obligations set forth
herein having been satisfied and Buyer being in default and Seller not being in default hereunder,
Seller shall have the right to receive the Escrow Deposit, if any, from the title company, the sum
being agreed on as liquidated damages for the failure of Buyer to perform the duties, liabilities,
and obligations imposed upon it by the terms and provisions of this Contract, and Seller agrees to
accept and take this cash payment as its total damages and relief and as Seller's sole remedy
hereunder in such event. If no Escrow Deposit has been made then Seller shall receive the
amount of$500 as liquidated damages for any failure by Buyer.
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8. Miscellaneous Provisions
8.01 Survival of Covenants. Any of the representations, warranties, covenants, and
agreements of the parties, as well as any rights and benefits of the parties, pertaining to a period
of time following the closing of the transactions contemplated by this Contract, will survive the
closing.
8.02 Notice. Any notice required or permitted to be delivered hereunder shall be
deemed received when sent by United States mail, postage prepaid, certified mail, return receipt
requested, addressed to Seller or Buyer, as the case may be, at the address set forth in the
signature block below.
8.03 Texas Law to Apply. This Contract shall be construed under and in accordance
with the laws of the State of Texas, and all obligations of the parties created hereunder are
performable in Williamson County, Texas.
8.04 Parties Bound. This Contract shall be binding upon and inure to the benefit of the
parties and their respective heirs, executors, administrators, legal representatives, successors and
assigns where permitted by this Contract.
8.05 Legal Construction. In case any one or more of the provisions contained in this
Contract may for any reason be held to be invalid, illegal, or unenforceable in any respect, this
invalidity, illegality, or unenforceability will not affect any other provision hereof, and this
Contract will be construed as if the invalid,illegal, or unenforceable provision had never existed.
8.06 Prior Contracts Superseded. This Contract constitutes the sole and only agreement
of the parties and supersedes any prior understandings or written or oral agreements between the
parties respecting the within subject matter of this Contract.
8.07 Time of Essence. Time is of the essence in this Contract.
8.08 Memorandum of Contract. Upon the request of either party, both parties will
promptly execute a memorandum of this Contract suitable for filing of record.
8.9 Compliance. In accordance with the requirements of Section 20 of the Texas Real
Estate License Act, Buyer is advised that it should be furnished with or obtain a policy of title
insurance, or Buyer should have the abstract covering the Property examined by an attorney of
Buyer's own selection.
8.10 Effective Date. This Contract shall be effective as of the date it is approved by the
i' Round Rock City Council,which date is indicated beneath the Mayor's signature below.
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8.11 Counterparts. This Contract may be executed in any number of counterparts,
which may together constitute the Contract. Signatures transmitted by facsimile or electronic
mail may be considered effective as originals for purposes of this Contract.
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8.12 Signature Warranty Clause. The signatories to this contract represent and warrant
that they have the authority to execute this Contract on behalf of Seller and Buyer,respectively.
The parties are signing this Contract on the dates indicated.
SELLER:
CRESSMAN ENTERPRISES,L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP,LLC, a Texas LLC
By:
1A_r
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BY:
KA YN A.CRE MAN, MANAGER
BY:
SCOTT M. CRESSMAN,MANAGER
DATE: I
C o o Paj � � w � 'vAddress. 3JI c,
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BUYER:
CITY OF ROUND ROCK,TEXAS
BY: ADDRESS: 221 East Main Street
Craig Morgan,Mayor Round Rock,Texas 78664
Date:
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Page I of 3
County: Williamson December 30,2015
Parcel: 1 Revised:April 14,2016
Highway: Kenney Fort Blvd.
EXHIBIT
A
PROPERTY DESCRIPTION
DESCRIPTION OF A 5,511 ACRE (240,062 SQUARE FOOT), TRACT OF LAND SI-TUKI-FD IN THE P. A. HOLDER SURVEY,
ABSTRACT NO.297, IN WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THAT 78.41 ACRE TRACT OF LAND(EXHIBIT
A, TRACT 1) CONVEYED TO CRESSMAN ENTERPRISES, L.P. BY INSTRUMENT RECORDED IN DOCUMENT NO.
20030638,11 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 5.511 ACRE(240,052 SQUARE
FOOT)TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 1/2" iron rod found,being in the easterly boundary line of Legends Village,Section 2,Phase 4,a subdivision of
record in Document No. 2010074432 of the Official Public Records of Williamson County, Texas, same being the northwesterly
corner of that called 4.680 acre tract of land conveyed to the City of Round Rock,Texas by instrument recorded in Document No.
2014027063 of the Official Public Records of Williamson County,Texas, also being an angle point in the westerly boundary line of
said 78.41 acre tract,and from which a 1/2"iron rod found,being the northeasterly corner of said Legends Village,Section 2,Phase
4,same being an ell corner in the westerly boundary line of said 78.41 acre tract,bears N 0958'06"E at a distance of 1163.76 feet,
and also from which a 1/2" iron rod with plastic surveyors cap stamped"Diamond Surveying",being an angle point in the common
boundary line said Legends Village,Section 2,Phase 4 and said 4.680 acre tract,bears S 10*00'27"W at a distance of 61.38 feet;
THENCE, departing said Legends Village, Section 2, Phase 4, with the common boundary line of said 4.680 acre tract and said
78.41 acre tract, N 87040'54" E, for a distance of 84.07 feet to an iron rod with alUrninL1111 cap stamped "CORR-50501 in the
proposed northerly Right of Way(ROW)line for the southwesterly corner and POINT OF BEGINNING of the herein described tract;
THENCE, departing said 4,680 acre tract,with said proposed northerly ROW line,through the interior of said 78.41 acre tract, the
following three(3)courses.
1) along a curve to the right, having a delta angle of 25050'19", a radius of 955.00 feet, an arc length of 430.67 feet and a
chord which bears,N 64"13'10"E for a distance of 427.03 feet,to an iron rod with aluminum cap stamped"CORK-5050"
set,for a point of tangency;
2) N 77*08'19" E for a distance of 349.55 feet to an iron rod with alUnliflUM cap stamped "CORK-5050"set,for a point of
curvature to the left;
3) along said curve to the left,having a delta angle of 77043'09",a radius of 1010,00 feet,an arc length of 1371.49 feet and
a chord which bears N 38014'15" E, for a distance of 1268.52 feet to an iron rod with aluminum cap stamped"CORR-
5050"set in the easterly boundary line of said 78.41 acre tract,same being the westerly boundary line of the remainder of
that called 71.110 acre tract of land conveyed to the City of Round Rock by instrument recorded in Volume 1760, Page
475 of the Official Records of Williamson County, Texas,for the northeasterly corner of the herein described tract, and
from Which a Calculated point in the ostensible northerly line of said P. A. Holder Survey, same being tile ostensible
southerly line of the Willis Donaho Survey,Abstract No. 173,also being the northeasterly corner of said 78.41 acre tract,
the northwesterly corner of said remainder of 71.110 acre tract,the southeasterly corner of Jackie Thomison Subdivision,
a subdivision of record in Cabinet 1, Slide 94-96 of the Plat Records of Williamson County,Texas and the southwesterly
corner of that called 75.074 acre tract of land conveyed to the City of Round Rock by instrument recorded in Document
No.2004059024 of the Official Public Records of Williamson County,Texas,bears N 00039'49*'W at a distance of 939,37
feet;
4) THENCE, with the easterly boundary line of said 78.41 acre tract and the westerly boundary line of said remainder of
71.110 acre tract and that called 9.258 acre tract of land conveyed to the City of Round Rock by instfUnient recorded in
Document No. 2014056270 of the Official Public Records of Williamson County,Texas,S 00039'49" E,for a distance of
528.68 feet to an iron rod with aluminum cap stamped "CORK-5050'" set, for (lie Southeasterly corner of the herein
described tract;
THENCE, departing said 9.258 acre tract,with the proposed Southerly ROW line,through the interior of said 78.41 acre tract, the
following three(3)courses:
5) along a CLUve to the right,having a delta angle of 50010'22",a radius of 1140.00 feet,an arc length of 998.28 feet and a
chord which bears,S 52003108"W,for a distance of 966.60 feet,to an iron rod with alUrilinun)cap stamped"CORR-5050"
set,for a Point Of tangency;
6) S 7708'19" W for a distance of 84.49 feet to an iron rod with aluniinurn cap starnped "CORK-5050"set, for a point of
curvature to the left;
Page 2 of 3
County: Williamson December 30,2015
Parcel: 1 Revised:April 14,2016
Highway: Kenney Fort Blvd.
7) along said curve to the left,having a delta angle of 24°3729",a radius of 1020.00 feet,an arc length of 438.38 feet and a
chord which Bears S 64°48'35"W,for a distance of 435.01 feet to an iron rod with aluminum cap stamped"CORR-5050"
set in the westerly boundary line of said 78.41 acre tract,same being the easterly boundary line of said 4.680 acre tract of
land,for the southeasterly corner of the herein described tract,and from which a 3/8" iron rod found,for an angle point in
the common boundary line of said 78.41 acre tract and said 4.680 acre tract bears S 1114'08"E at a distance of 140.30
feet;
THENCE,with said comrnon boundary line,the following two(2)courses:
8) N 11°14'48"W for a distance of 79,20 feet to a 3/8"iron rod found,for the northeasterly corner of said 4.680 acre tract;
9) 5 87'40'54"W for a distance of 262.96 feet to the POINT OF BEGINNING,containing 5.511 acres,(240,052 square feet)
of land,more or less
Note:This parcel is accompanied by:
1) Easement Part 1 -A 20' wide, 0.990 acre (43,121 Sq. Ft.) Slope and Drainage Easement being coincident with,
parallel and northwesterly of the above described courses 1 through 3 as spawn on the accompanying Exhibit.
2) Easement Part 2 - A 20'wide, 0,694 acre (30,236 Sq. Ft.) Slope and Waterline Easement being coincident with,
parallel and southeasterly of the above described courses 5 through 7 as shown on the accompanying Exhibit.
3) Easement Part 3 -A 25' wide, 0.157 acre (6,819 Sy. Ft.) Slope and Drainage Easement being coincident with,
parallel and southeasterly of Easement 2 as shown on the accompanying Exhibit.
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the Texas State Plane Coordinate System,Central Zone No.4203,NAD 83,
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, Lawrence M. Russo, a Registered Professional Land Surveyor, do hereby certify that the above description is true and
correct and that the property described herein was determined by a survey made on the ground under my direct supervision.
WITN MY HAND AND SEAL at Round Rock,Williamson County,Texas.
ell Al (e>
La orence M.Russo Date
F3,49istered Professional Land Suirveyor-Vto,5050 � r
'(nland Geodetics,LLC .�. ,
Firm Registration No: 100591-00
1504 Chisholm Trail Road,Suite 103 Pe
Round Rock,TX 786814t a I"IPA't r,f4 4�'x i'*.444';V
' ,
LAWRENCE M..,HUM
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n
S:/ KFRIE SEIKENNEY FORT-fOPO/CAI;LSONiBOL)NDARY/KENNEY FORT-CRESSMAN PARCEL-REVISED 04-14-16 DOC
A
LEGEND PLAT 10 A:COMPANY DESCRIPTION I _._._,-._�_ _.-_-.._.-- — �j = CITY OF ROUND
_.. __..............OFFICIAL
CITY of E c
O 1 2" IRON PIPE FOUND �, OF. �.-� I� - ` ROCK, T-XAa
G.F R.1..C.1. .1.F1CIAl. PIJETLtC RECORDS '94 ,� (REMAINDER OF
C7 IRON RCD WITH CAP FOUND 4JiLLIAMSON COUNTY, TEXAS dACKIe rHaatlsON y1 Roulvo Rac� I 71.110 AC)
SU80TvSI0N ''s i VOL. 1760, PG 475
P.U.E. PUBLIC L TIL TY EASEMENT / (75.074 AC. —
f/ ' ) O.R.w.C.T.
® 1/2" IRON; ROD FOUND cne.I, SLUS.94-9fi DOC.Na.7.004059014 I
P.O.H. POINT OF BEGINNING t _
UNLESS NOTED R tr c r O P.R.W.C.T.
P.O.C. POINT OF COMMENCEMENT � W..DOMAHO SURVEY
O IRON ROD SET l ALUM:NUM _ j ( ABST..173
r r 1 ) RECORD INFOPMAT•.ON f' o>i SILIE SORYLY {�tj( " /
CAP STAMPED CORR--5050" co
g n GI,o CALCULATED POINT �v WATER VALVE P. A. HOLDL.R SURVEY I=
T' .i RBST. 291 00
s38n'37'E toa= /d GAS METERROPERTY LINE 'D
�
; C3r� € If ;o
12 "'OWER POLE co J +0, t !x!
D.R.W.C.T.
DEED RECORDS tiil.11A"�Sflt9 ` EXHIBIT A, TRACT 1 at
COUNT`.', TEXAS —�— CVF.:RH'r_AD UTILITY C]t (78.41 AC.) (REMAINDER 0f � .r
y �. 71.110 AC.)
O.I:.Yi.C.I. OF'F'I{;IAI. RECORDS DENOTES COMMON OWNERSHIP
WILL,AMSON ..RUNTY, 7FXAS M
DIS WNCE BREAK o
•___..._......_........_...-...__.._....._.................._.-.___ � ^_.._._...r.. �-.� �:�z fes' � ,:
co
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CRESSMAN ENTERPRISES LP / t:€lY OF ROUND ROCK
NO. BEARING DISTANCE NUtdBER DELTA RADIUS LENGTH CHORD LENGTH CHORD DIRECTI_ON EXHIBIT A, TRACT 1 / � (9.258 AC.)
L1 S10'00'2'"W 61.38' C i 25.50'19" 955.00' 43Q.67 427.Q3' _ N64'13'1 O"E (78.41 AC). /G% Vy DOC, NO. 2014056270
L2 N87'40'54" ' 77'45'09" '
..._._...__ _ ._._ _ -_.__..__1-68-52T N3 .......-_.__..-. IOC, NO. 2003063811 \-/ O.P.R.W.C.T.
E 84.07C2 101Q.001371.49' 2 . 8'14'15"E O.P.R.W.C.T:
._ — __ _•_•--....- --_---
L3 S77'08'19"W 84,49' C3 50'10'22" 1140.00' 998.28' 966.89' S52'a3'08"w . / a'
L4 N11'14'08"w 79,20' C4 24'37'29" 1020,00' 438.38' 435.01 S64'49'35"W
L5 .S37'40'54"W 262.96 C5 06'55'53" 1160.00' 140,33' t__ 140.25' S32-15'48"W
L6 SGQ'39'49"'E 41.85' C6 13'19'44" 1185,00' 275,69 1 275.06' 1 S42'23'35"4Y j
L7 S54'18`06"E 2
5.00' t: 1�1 v;x Eats r "; �i f//V0
LB N40'56'38"w--_2�.Qo' PA �lDJ1 l�Er' 3uj?VF.,Y / / /
�1�57RAC- J\JC:, 297 ;'ti'to s , �'e��' ��/�-��•�
'z 20'WIDE,0,990 ACRE
SLOPE AND DRAINAGE EASEMENT -'~s j. R�ZL / 25'WIDE, 0.157 ACRE
LEGENDS VILLAGE PART i 5j` /' SLOPE AND DRAINAGE EASEMENT - '
SECDON 2, PHASE 4 7�. t9 3k� 1 , , OP 54- / PART 3
NOTES: DOC,NO. 2010074432 - 3
P.�C ' N O4 O \_20'WIDE, 0.694 ACRE
1) BEARINGS SHOWN HEREON ARE BASED' ON THE TEXAS SI TE O.P.A.W.C.T. �` i'� SLOPE AND WATERLINE EASEMENT
1
PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE. DISTANCES / r j^ PART 2
ARE SURFACE DIST AtJCES. 1f P.CJA / 5.511 AC.
/ - 240,052. SQ. FT. 1
2) THIS SURsiEY WAS PERFORMED AITF OUT BENEFIT OF A TITLE ,1/ ,;n• G��'��, „1 r �:
ABSTRACT THERE MAY BE OThER iNSTRUMENTS OF RECORD THAT L7 1_5 /i 20 l i..^
AI='FECT THIS TRACTNOT DEPICTED HEREON.
I CTvp�v,. L1 (NEfl41'a5"E 347.00')
! =u rtic• l /^ , ;t S JONATHAN MAiTNf_W MITCHELL.
` CRESS,AAN ENTERPRISES 1.P t
.5
EXHIBIT A, TRACT 1 i St & CO01 MiTCiiEl.l_ i.
1a.�16 AC.
CITY OF ROUND ROC , x' v v (78.47 AC). ,t 1 DOC. NO, 1999074908
(4.6F30 AC.) F s p r; T.
DOC. NO. 2003063811 ;; O.P.R.W.C.T. 0 100 200
6
0 0 O.P.R.W.C. 1
J DOC. NO. 2014027063 rn-
,'i
Q' O.P.R.W.0.T. r: a1Ra/u' 1" = 200'
ACOUISITION 5.511 r240,052 I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND THAT
GALE/DEEo AREA 78.41 3,416.340 THE PROPERTY SHOW14 HEREON WAS DETERMINED BY A S:1RVE_Y MADE
NDER AREA ? ! \ ON 7E GROUND UNDER MY DIRECT SUPERVIS'ON.
4138
F?F:6SAlND72.899 3,175. fit"' .+
xl � I t`1 I. !1 N I) -. 0,t rt
� t - �•-• �� '� 't r.>Itc: i ' - s
RIGHT---QF----WAY TRACT j ..... ?+.taxa ..0_r- -. _._:: ._st 1t.�
t KusrS u7��,E�.nn.,uRVErotri [' [ L.A.WRFNCF M. RUSSO I ' Ay a- ,.a.,,««.s h*a,K aa•ek 1:
t 1501CHISHOLr."FRAIL RD.STE.103 J.J t 1 ACRES EGISIFRFD PROFESSION4 LiAN6 SURVEYOR NO. 5050 9ae��1
ROUND ROC'r.,TY.-38651 ?_4Q,C)52. SC?l1Ai�E FEET FlRbi ';EGISTRATION Nfl. 100591--00 �'" c>�afiNSf� �1W
FH(,I)238 tx.�.F,vct31100591I2s1 1504 CHISHOLM TRAIL ROAD, SUITE
,.onat�nn....... t an PAGE 3 OF t aK$>'.r
- -------- - - 3 ROUND ROCK, TEXAS 78681
wY.'i'i,fMialaa0u YX..3`
KFR ES:: Pi.00"LCTS'K:::NNf:Y FORT TOPO CARLS3ON BOUNDARY KFR--KENNYFT-CRESSMAN PARC!'..-!'QEV 4-":,4--16.Dwg
paga1ofo
Ally 20,2016
County: vvmianison
pemox Easement
Highway: Kenney Fort Blvd.
B
E%H|e|T___
PROPERTY DESCRIPTION
DESCRIPTION OFA0.157ACRE (8.81ASQUARE FOOT). TRACT DFLAND SITUATED |NTHE P. A. HOLDER
SURVEY, ABSTRACT NO. 297, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF THAT CALLED 78.41
ACRE TRACT OF LAND (EXHIBIT A. TRACT 1) CONVEYED TO CRESGK4AN ENTERPR|GEG, L.P. BY
INSTRUMENT RECORDED IN DOCUMENT NO. 2003063811 OF THE OFFICIAL PUBLIC RECORDS OF
VV|LL|AMSON COUNTY, TEXA8, SAID 0.157 ACRE (6.819 SQUARE FOOT) TRACT OF LAND BEING MORE
PARTICULARLY DESCRIBED BYMETES AND BOUNDS A8FOLLOWS:
COMMENCING at an iron rod with aluminum cap stamped ''CORR'6050" aet, being the southeasterly corner ofu
proposed 5.511 acro Right-of-Way (ROW) tract running through the interior nysaid 78.41 acre tract, same being in
the ouniody boundary line of said 78.41 enm traot, also being in the westerly boundary line of that ooUnd 9.258 aooa
tract of land conveyed to the City of Round Rock by instrument recorded in Document No.2014056270 of the Official
Public Records of Williamson County,Texas, also being the northeasterly corner of a proposed 0.694 acre slope and
waterline easement tnont, and hnm which a calculated point in the ostensible northerly line of said P. A. Holder
8umey, same being the ostensible enothady line of the Willis Doneho Sumey, Abstract No. 173, also being the
northeasterly corner of said 78.41 acre tract,the northwesterly corner of the remainder of that called 71.110 acre tract
of land conveyed to the City of Round Rock by instrument recorded in Volume 1760, Page 475 of the Official Records
of Williamson County. Toxon, the southeasterly corner of Jackie Thomiaon Subdivieion, a nubdiviaioo of record in
Cabinet |. Slide 94'90 of the Plat Records of Williamson County. Texas arid the southwesterly corner of that called '
75.074 acre tract of land conveyed to the City of Round Rock by instrument recorded in Document No. 2004059024
of the Official Public Records ofWilliamson County, Texas, bears N 00039'49"W, pass etudistance orS28.88feet
an iron rod with aluminum cop stamped "CDRR-5050^ uet, being the northeasterly corner oysaid proposed 5.511
acre ROW\mo(,and continuing fore total distance of 1468.05 feet;
THENCE, departing said proposed 5.511 acre ROW tract,with the common boundary line of said 78.41 acre tract
arid said 9.258 acre tract, same being the easterly line of said proposed 0.694 acre easement tract, S 00"39'49"E for �
a distance of 41.85 feet to the southeasterly corner of said proposed 0.694 acre easement tract;
THENCE, departing said common boundary line,with the southerly line of said proposed 0.694 acre easement tract, '
being ponsUa| to and 20 feet southerly Of said proposed 5.511 oovo ROW tract, along o m/nm to the riyh|, having a
dobo angle of 08"55'53^. a radius of 1188.00 hoot, an oro length of 140.33 feet end a chord which beam
G 32015'48^m4 at a distance of 140.25 feet to the most northerly corner and POINT OF BEGINNING of the herein
described tract;
THENCE, departing said proposed 0.694 acre eouomerd tract, through the interior of said 78.41 acre, tract, the
following three(3)courses:
1) S 54-18'06" E,for a distance of 25,00 feet to a calculated point,for the most easterly corner of the herein
described tract;
.
2) along m cunm to (he right, hoinO 45 hod southeasterly of and ponsUo| with said proposed 5.511 acre ROW
trad, having e delta oo0im of 13019'47", e radius of 1185.00 hasu, an are|onQih of 275.69 han/and e chord
which bears, 042"o3'3n"N(for odistance uf 27S.08feet macalculated point, for the mootSoutherly corner
of the herein described tract;
Page 2 of 3
Ally 20,2016
County: Williamson
Parcel: Easement 3
Highway: Kenney Fort Blvd.
3) N 40°58'38"W for a distance of 25.00 feet to a calculated point,being in the southeasterly line of said
proposed 0.694 acre easement tract,for the most westerly corner of the herein described tract;
4) THENCE,with the southeasterly line of said proposed 0,694 acre easement tract, teeing 20 feet southeasterly
of and parallel with said proposed 5.511 acre ROW tract,along a curve to the left, having a(fella angle of
13019'47", a radius of 1160.00 feet,an arc length of 269.87 feet and a chord which bears, N 42°23'38" E,for
a distance of 269.76 feet to the POINT OF BEGINNING,containing 0.157 acres, (6,819 square feet)of land,
more or less.
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the Texas State Plane Coordinate System,Central Zone No.4203,NAD 33,
THE STATE OF TEXAS §
§ KNOW ALL MIEN BY THESE: PRESENTS;
COUNTY OF WILLIAMSON §
That I, Lawrence M. Russo, a Registered Professional Land Surveyor, do hereby certify that the above description is
true and correct and that the property described herein was determined by a survey made on the ground under my
direct Supervision.
WITNI 135 MY HAND AND SEAL at Round Rock,Williamson County,Texas.
.oraww.aaumuvwtaw.mc `�'
`La rence M. Russo Date
Re6istered Professional Land Survey r No.5050
Inland Geodetics, LLC
s11i4$8
Firm Registration No: 100591-00
�tlw � 1�.4
1504 Chisholm Trail Road,Suite 103 $ .
Round Rock,TX 78681 ���<attlaratl++tltls,raae:aaaatas�rxas�
512-238-1200 11"NCE ,��US
•B atltltli�aatlA aKas:ea t3Y+zq!9:9!tCml gk 4x
tl ?}ft
d
S:/ KFRIESE/KENNEY FORT TOPOrCARLSON/BOUNDARYNENNEY BORT-CRESSMAN 0.157 AC EASEMENT.DOC
B
EXHIBIT
LEGEND PLAT TO ACCOMPANY DESCRIPTION CITY OF ROUND
ROCK, TEXAS
0 1/2" IRON PIPE FOUND O-P.RV.C.T, OFF:C;AL PUBLIC RECORDS 'REMAINDER OF
MISOIN COUNTY, TEXAS C!Ty
WI LI A OF 71.110 AC)
00 IRON ROD WITH CAP FOUND '-�CKIE TMOMISON ROUND ROCK
P-U,E- PUBLIC UTILITY EASEMENT SUODPISION (75,074 VOL. 1760, PG 475
94- DOC NO. 2D0405S O.R.W.C.T.
UNLESS NOTED P.O.B. POIN I' Of. BEGUNNING P.R.W.C.T, F
P.O.C. POINT OF COMMENCEMENT Ey O.P.R.W.C.T.
0 1/2" IRON ROD FOUND CAD. 1.SLDS. AC-)024
0 IRON ROD SET W/ ALUMINUM IN DONAHO SURV ABs-r ,173
CAP STAMPED "CORR 5050" RECORD iNFORMA11ON -p. .......... ...........
01
A CALCULATED POINT WATER VALVE P. A. HOLDER SURVEY ASST. 297
OD
PROPERTY LINE (a) GAS METER 0) 1.00' c1q
Z� POWER POLE
D.R.WC.T, DEED RECORDS WILLIAMSON
FXHIBIT A. TRACT I
COUNTY, TEXAS OVERHEAD UTIUT'Y ot (78.41 AC.) (REMAINDER OF :4.
-J,R.W.C.T. OFFICIAL RE,, 71.110 AC) 0)
ORDS e' DENOTES COMMON OWNERSHIP
'%MLLIAMSON COUNTY, TEXAS
DISTANCE BREAK
z-sj,
!F P.D.F3. Ll
CRESSMAN ENTERPRISES LP CITY OF ROUND ROCK
EXHIBIT A, TRACT 1 (9.258 AC)
(78.41 AC). DOC, NO. 2014056270
-NFumb LE�GTH IC14ORD LENGTH "It. LJR VC Y
ER I btM -T jp POLDL-1? DOC, NO, 2003063811 O.P.R.W.C.T.
C1 06'55'53" 1 1160,00' 140.33' 1 140.25' 1 S32-15'48-;VV -K-�4 Cr jVo. 2917 O.P.R.W.C.T. 4�R�
185.00'1 3'35"W A BY,5 7
160.00-1 3'38"E
.0
VNy,ASi IAEV
N0.1 BEARING
Ll
SOO'39'4!a 1.85'
S54*18'06 E
L2 25.00'
L3 I N40-58-38'W 1 25.00- 4)-
iL
20' WIDE, 0.9ACkL 3
SLOPE AND DPAINfIGE EASEMEN1
90
25' WIDE, 0,157 ACRE
LEGENDS VILbACE 511 SLOPE AND DRAINAGE
--e-
SECTION 2,20P10WScE 4 5. 5Q 11
X, LA Q
NO. 074432
0.P.R.W,C.1. ..0'WD.:. ACRE
,poSr � I SLOPE AND il.f.KrFRONE.E.Alkf&Ni
6 \ -
P—�87-40'54"E 347.02'
I (N87-41'C5"E 347.00') JONATHAN MATTHEW MITCHELL
rl,Zc CRESSMAN ENTERPRISES LP
.Z.�11�;
-A, TRACT I CONWE MITCHELL
EXHIBIT 1-0.516 AC.
Ofty OF ROUND ROCK, (78.41 AC). DOC. NO. 1999074908
NOTES: I DOC, NO. 200.3063811 O.P-R'.W,C.T.
0 100 200
(4.680 AC.) D.P.R.WC.T.
BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE DOC. NO. 201402-1063
PLANE COORDINAT O.P.R.W.C.T.
:E SYSTEM, NAD 83, CENTRAL ZONE. DISTANCES I
s
r
U
CRESS' E,
1 200'
ARE SURFACE DISTANCES.
2) THIS SURVEY WAS PERFORMED IVY11-THOUT BENEFIT OF A TITLE
ABSTRACT. THERE MAY BE OTHER INSTRUMENTS OF RECORD THAT I HEREBY CERTIFY THAT ]HIS PLAT IS TRUE AND CORRECT AND THAT
AFFE'CT THIS TRACT NOT DEPICTED HEREON. SURVEY .'A,
"[HE PROPERTY SHOWN HEREON WAS DETERMINED BY A 5
ON,\- IEGROUND UNDER MY DIRECT SUPERVISION.
PX
X;..
A
kL
L A N D
M.flu&.
'IDL
fA, SLOPE AND DRAINAGE EASEMENT
I PROFESSIONAL LAND SURWYOftS LAWRENCE M. RUSSO DA:1E
a 'w
15011 Clibl-101M 7RAILRD.ITE.103 0.157 ACRES REGISTERED PROFESSIONAL L. 0 SURVEYOR NO. 505*0
ROUND ROCK,IX 78681 FIRM REGISTRATION NO. 1005DII-00
mi.IS 12)235-1200,FAX IS 121238-1251 6,819 SQUARE FEET
FIRM"CII-STRAT40 1`10.100597-00 1504-CHISHOLM *TRAIL ROAD, SUITE 103
PAGE 3 OF 3 ROUND ROCK, TEXAS 78681
07-20-2016
S:\-KFRIESE PROJECTS\KENNEY FORT TOPO\CARLSON\80(JNDARY\KFR-I<ENNYF*I'-CRESSMAN 0,157 AC EASEMENT.Dwg
Page 1 of 3
July 20,2016
County: Williamson
Parcel: Easement I
Highway: Kenney Fort Blvd.
1-:XVIIBIT_C
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.990 ACRE (43,121 SQUARE FOOT), TRACT OF LAND SITUATED IN THE P. A. BOLDER SURVEY,
ABSTRACT NO.297, IN WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THAT 78.41 ACRE TRACT OF LAND(EXHIBIT
A, -TRACT 1) CONVEYED TO CRESSMAN ENTERPRISES, L,P. BY INSTRUMENT RECORDED IN DOCUMENT NO.
2003063811 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.990 ACRE (43,121 SQUARE
FOOT)TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a V2" iron rod found,being in the easterly boundary line of Legends Village,Section 2,Phase 4,a Subdivision of
record in Document No. 2010074432 of the Official Public Records of Williamson County, Texas, same being the northwesterly
corner of that called 4.680 acre tract of land conveyed to the City of Round Rock,Texas by instrument recorded in Document No.
2014027063 of the Official Public Records of Williamson County,Texas, also being an angle point in the westerly boundary line of
said 78.41 acre tract,and from which a 1/2"iron rod found,being the northeasterly corner of said Legends Village,Section 2,Phase
4,same being an ell corner in the westerly boundary line of said 78.41 acre tract,bears N 09"58'06'E at a distance of 1163,76 feet,
and also from which a 1/2" iron rod with plastic Surveyors cap stamped"Diamond Surveying", being an angle point in the common
boundary line said Legends Village,Section 2,Phase 4 and said 4.680 acre tract,bears S 10000'27'W at a distance of 61.38 feet;
THENCE, departing said Legends Village, Section 2, Phase 4, with the common boundary line of said 4,680 acre tract and said
78.41 acre tract, N 87040'54" E, for a distance of 50.96 feet to a calculated point, for the northwesterly corner and POINT OF
BEGINNING of the herein described tract;
THENCE, departing said 4.680 acre tract, through the interior of said 78.41 acre tract, being 20 feet northerly of and parallel with
that called 5.511 acre proposed Right-of-Way(ROW)tract,the following four(4)courses:
1) along a curve to the right, having a delta angle of 27024'17", a radius of 975.00 feet, an are length of 466.36 feet and a
chord which bears, N G3"26'11"E for a distance of 461.01 feet to a calculated point of tangency;
2) N 77008'19"E for a distance of 349.55 feet to a calculated point of curvature to the left;
3) along said curve to the left,having a delta angle of 77048'09",a radius of 990.00 feet,an arc length of 1344.33 feet and a
chord which bears N 38014'15" E,for a distance of 1243.40 feet to a Calculated point,for the northwesterly corner of the
herein described easernent tract;
4) N 89*20'11" E for a distance of 20.00 feet to an iron rod with alurninurn cap stamped "CORK-5050" set, being in the
easterly boundary line of said 78.41 acre tract, same being the westerly boundary line of the remainder of that called
71.110 acre tract of land conveyed to the City of Round Rock by instrument recorded in Volume 1760, Page 475 of the
Official Records of Williamson County,Texas,also being the northeasterly corner of said 5,511 acre proposed ROW tract,
for the northeasterly corner of the herein describe(]easement tract, and from which a calculated point in the ostensible
northerly line of said P.A. Holder Survey,same being the ostensible southerly line of the Willis Donaho Survey,Abstract
No. 173,also being the northeasterly corner of said 78.41 acre tract,the northwesterly corner of said remainder of 71.110
acre tract, the southeasterly corner of Jackie Thomison Subdivision, a subdivision of record in Cabinet 1, Slide 94-96 of
the Plat Records of Williamson County, Texas and the southwesterly corner of that called 75.074 acre tract of [arid
conveyed to the City of Round Rock by instrument recorded in Document No, 2004059024 of the Official Public Records
Of Williamson County,Texas,bears N 00039*49"W at a distance of 939.37 feet;
THENCE,departing said remainder of 71.110 acre tract,with the northerly line of said proposed 5.511 acre ROW tract,through the
interior of said 78.41 acre tract,tile following three(3)courses:
5) along a curve to the right,having a delta angle of 77048'09",a radius Of 1010.00 feet,an arc length of 1371.49 feet and a
chord which bears,S 38"14'15"W,for a distance of 1268.62 feet,to an iron rod with aluminum cap stamped"CORR-
5050"set,for a point of tangency;
6) S 77'08'19"W for a distance of 349.65 feet to an iron rod with alUrnint.11-n cap stamped'CORK-5050"set,for a point of
curvature to the left;
Page 2 of 3
July 20,2016
County: Williamson
Parcel: Easement't
Highway: Kenney Fort Blvd.
7) along said curve to the left, having a delta angle of 25°50'19",a radius of 955.00 feet,an arc length of 430.67 feet and a,
chord which gears S 64013'10"W,for a distance of 427.03 feet to an iron rod with aluminum cap stamped"CORR-5050"
set in the westerly boundary line of said 78.41 acre tract,same being the northerly boundary line of said 4.680 acre tract
of land,for the southwesterly corner of the herein described tract,and from which a 3/8" iron rod found,for an angle point
in the common boundary line of said 78.4E acre tract and said 4.680 acre tract nears N 87°40'54" E at a distance of
262.96 feet;
8) THENCE=,with said common boundary line, S 87°40'54"W for a distance of 33.10 feet to the POINT OF BEGINNING,
containing 0.990 acres, (43,12.1 Square feet)of land,more or less
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the^texas State Plane Coordinate System,Central Zone No.4203,NAD 83,
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, Lawrence M. Russo, a Registered Professional Land Surveyor, do hereby certify that the above description is true and
correct and that the property described herein was determined by a survey made on the ground under my direct supervision.
WITNESS,MY I SAND AND SEAL at Round Rock,Williamson County,Texas.
A.
1_awre. ce M.Russo Dale
kegistered Professional Land Surveyor No.D060 .°
Inland Geodetics,LLC '
Firm Registration No:100591-00
1504 Chisholm Trail Road,Suite 103 , E` � ` !;, y
Round Bock,TX 78681 < r F �t °►>
512-238-1200
it I.-AWRENCE M,I-
S:t URIESE/KENNEY FORT TOPO1CARLSONIBOUNDARY/KENNEY FORT-CRESSMAN 0,990 AC EASt:MENT.t)Cc
EXH181f
c
LEGEND PLAT TO ACCOMPANY DESCRIPTION CIrY OF ROUND
ROCK,TEXAS
0 1/2" IRON PIPE FOUND O.P.R,W.C.T, OFFICIAL PUBLIC RECORDS REMAINDER OF
CITY OF I li 0 AC)
IRO-14 ROD WITH CAP FOUND W.LLIAMSDN COUNTY, TEXAS itCKIE THOMISON ROUND ROCK c 7 1.1
P.U.E. PUBLIC UTILITY EASEMENT SUBDIVSIDN (75.074 AC.) VOL, 1760, PG 475
0 1/2" IRON ROD FOUNI)
P.R.W.C.T.
O.P.R.W.C.T.
0 IRON ROD SET W/ ALUMINUM P.O.C. POINT OF COMMENCEMENT W DOt4AHO SURVEY ABS-r. J73
UNLESS NOTED P.O.B. POINT OF BEGINNING CAD. 1.SECS. 94 2W,4059024""\
__x .......... X--... P_
CAP STAMPED "CORR 5050" RECORD INFORMATION bit -SURVEY- ------
o P. A, HOLDER SLJRvry.( ABST, 297 IR I
A CALCULATED POINT 1VKIER VALVE
fE 0 GAS METER s3a*00,3,1,c tool
PROPERTY LINE
D.R.W.C.T, DEED RECORDS WILLIAMSON t� POWER POLE
�ti"
EXHIBIT A, TRACT I " I
COUNTY, TEXAS OVERHEAD UTILITY � I ,g (REMAINDER OF
(78.41 AC.)
mto
0.
O.11,W,C,T, OFFICIAL RECORDS DE-NOTES COMMON OWNERSHIP71.110 AC)
WILL.IAMSON COUNTY, TEXAS
:W i
DISTANCE BREAK
........................._. t .........................._....................
CRESSMAN ENTERPRISES LP
CITY OF ROUND ROCK
EXHIBIT A, TRACT 1 N/ (9-258 AC.)
(78.41 AC). DOC. NO. 2014056270
T LENGTH CHORD DIRECTION O.P.R.W.C.T.
NUMBER DEL LENGTH ci
1VOLDER 5UJ?VZy DOC, NO, 2003063811
cl 27*24'17" 975.00' 466.35' 461.9 V N63'26'1 1"E O.P.R.W.C,T
—4- 1243.40' N38'1 4'1 5"E I-IF
C2 77*48'09*' 990.6Tf3_4 .3,37 NO, 2,97
C3
77'48'09" 1010.04' 1371,49' 1268.52' S38'1 4'1 5'W
C4 T5'50'1 9" 955.00' 430.67' 42-7-.-03r—_56-4'_13-ri-o'TW_ 1
RCAa*.AY
MOCK Ill
vu_6.03,pi..191
zoi
NOJ BEARING DISTANCE
Ll SlO'0O'Yf'W 61.38' 20' WIDIT, 0.990 ACRE D
L2 N87'40'54"E 50.96'- SLOPE AND DRAINAGE
EASE114ENT 25'WIDE, O,lb*i ACW:F.
L3 N89'20'11'E 20.00' .01�19 1�
L'4-- S87'40'54"W 33.10' 349,551 511 51f)PE AN() DRIAINACIE rAS
SECTION 2: PHASE 4
N87'40*54"E 262.96' LEGENDS VILILAGE'
L5 DOC NO, 2010074432 '0' VA
DF, 0.694 ACk
O.P.R.W.C.T. 050 SLOPE AND WATERLINE EASEMENT
IM
L5
4
7*4 "E JONATHAN MATTHEW MITCHELL
(N8 1?5 347.00')
CRESSEN(AN ENTERPRISES ISES LP
EXI-111BIT A, TRACT I t i & CONNIE MITCHELL
10.516 AC.
C�ft- OF RdLIN-D ROC�/ (78.41 AC). DOC. NO. 1999074908
NOTES: (4.680 AC.) DOC. NO. 2003063811 O.P.R.W.C.T. 0 100 200
1) BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE DOC. NO. 201402766.3 O.P.R.ill.C.T. A�
PLANE: O.P.R.W.C.T. �_1271,x k
LANE COORDINATE SYSIEM, NAD 83, CENTRAL ZONE. DISTANCES 1" 200'
ARE SURFACE DISTANCES.
2) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE
ABSIRACT YHERE MAY 13E OTHER INSTRUMENTS 01-- RECORD TriAT ev I HEREBY CERTIFY THIAT THIS PLAT IS TRUE AND CORRECT AND THAT
AFFECT THIS TRACT NOT DEPICTED HEREON. k,? - -.1
I THE PROPERTY SHOWN HEREON WAS DETERMINED BY A SURVEY MAD
ON TiE GROUND UNDER MY DIRECT SUPERVISION.
w
---------------- -------
I f\I I-A N D
..........
L A W R E N OF M.A i 1 Splkl to)
SLOPE AND DRAINAGE EASEMENT
LAWRENCE M. RUSSO ,SATE .....
PrOrESSIONAL LAND S'JP.VEYC-.)RS 0.990 ACRES REGISTERED PROFESSIO�Al_LAND SURVFYOR NO. 5050
.�04(:iiIN;11);MTP,AII.Pi).STF.103 .n aPV
ROUND ROCK.TX.78fi&I 43,121 SQUARE FEET FIRM REGISTRATION NO. 100591-00 70,
f IEW flM5TqAT;;N NO.loosal. '1504 CHISHOLM TRAIL ROAD, SUITE 103
PAGE 3 01- 3, 1 ROUND ROCK, TEXAS 78681
-----------
7-20-201
S:',,...-I<i--RIESE PROJECTS\KENNEY FORT 0,990 AC FASEMENT.Dwq
Page 1 of 3
July 20,2016
County: Williamson
Parcel. Easement 2
Highway: Kenney Fort Blvd,
EXHIBIT
PROPERTY DESCRIPTION
DESCRIPTION OF A 0.694 ACRE (30,236 SQUARE FOOT), TRACT OF LAND SITUATED IN THE P. A, HOLDER SURVEY,
ABSTRACT NO.297, IN WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THAT 78.41 ACRE TRACT OF LAND(EXHIBIT
A, TRACT 1) CONVEYED TO CRESSMAN ENTERPRISES, L.P. BY INSTRUMENT RECORDED IN DOCUMENT NO.
2003063811 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.694 ACRE (30,236 SQUARE
FOOT)TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING an iron rod with aluminum C@P stamped"CORR-5050"set,being the northwesterly corner of that called 5.511 acre
proposed Right-of-Way(ROW)tract running through the interior of said 78.41 acre tract,being in the westerly boundary line of said
78.41 acre tract,also being in the northerly boundary line of that called 4.680 acre tract of land conveyed to the City of Round Rock
by instrument recorded in Document No.2014027063 of the Official Public Records of Williamson County,Texas, and from which a
1/2"iron rod found,being in the easterly boundary line of Legends Village,Section 2,Phase 4,a subdivision of record in Document
No.20,10074432 of the Official Public Records of Williamson County,Texas,same being an ell corner in the westerly boundary line
of said 78.41 acre tract, also being the northwesterly corner of said 4.680 acre tract, bears S 87"40'54"W at a distance of 50.96
feet,
THENCE, with the common boundary line of said 4.680 acre tract and said 78.41 acre tract, same being the westerly line of said
proposed 5.511 acre ROW tract,N 87040'54"E,for a distance of 262.96 feet to a 3/8"iron rod found,being the northeasterly corner
of said 4.680 acre tract,same being an angle point in said westerly boundary line of the 78.41 acre tract,also being an angle point
in said westerly line of proposed 5.511 acre ROW tract;
THENCE,continuing with said common boundary line and said westerly line of proposed 5.511 acre ROW tract,S 11 014,081,E,for a
distance of 79.20 feet to an iron rod with aluminum cap stamped "CORR-5050"set, being the southwesterly corner of said 5.511
acre proposed ROW tract,for the northwesterly corner and POINT OF BEGINNING of the herein described tract;
THENCE,departing said 4.680 acre tract,through the interior of said 78.41 acre tract,with the southerly line of said proposed 5,511
acre ROW tract,the following three(3)courses:
1) along a curve to the right, having a delta angle of 24037'29",a radius of 1020.00 feet,an arc length of 438.38 feet and a
chord which bears,N 64'4935" E for a distance of 435.01 feet to an iron rod with aluminum cap stamped"CORK-5050"
set,for a point of tangency;
2) N 77"08119" E for a distance of 84.49 feet to an iron rod with aluminum cap stamped "CORR-5050'set,for a point of
curvature to the left;
3) along said curve to tho left,having a delta angle of 50010'22",a radius of 1140.00 feet,an arc length of 998.28 feet and a
chord which bears N 52"03'08" E,for a distance of 966.69 feet to an iron rod with aluminurn cap stamped"CORK-5050"
set,being in the easterly boundary line of said 78,41 acre tract,same being the westerly boundary line of that called 9.258
acre tract of land conveyed to the City of Round Rock by instrument recorded in DOCUrnent No.2014056270 of the Official
Public Records of Williamson County,Texas,also being the southeasterly corner of said proposed 5.511 acre ROW tract,
for the northeasterly corner of the herein described easement tract, and from which ail iron rod with aluminum Cap
staniped"CORR-5050"set, being the northeasterly corner of said proposed 5.511 acre ROW tract bears N 00'39'49"W
at a distance of 528.68 feet;
4) THENCE, departing said proposed 5.511 acre ROW tract,with the common bOUndaty line of said 78.41 acre tract and
said 9.258 acre tract,3 00039'49" E,for a distance of 41.85 feet,to a calculated point,for the southeasterly corner of the
herein described tract;
THENCE, departing said 9.258 acre tract, through the interior of said 78.41 acre tract, being 20 feet southerly of and parallel with
said proposcd 5.511 acre ROW tract,the following three(3)GOWSOS:
6) along a Curve to the right,having a delta angle of 48"20'28",a radius of 1160.00 feet,an are length of 978.71 feet and a
chord which bears,S 62*68'05"W,for a distance of 949,94 feet,to a calculated point of tangoncyl
6) S 77008'19"W for a distance of 84.49 feet to a calculated point Of Curvature to the left;
Page 2 of 3
July 20,2016
County: Williamson
Parcol: Easement 2
Highway: Kenney Fort Blvd.
7) along said curve to the left,having a delta angle of 25°11'28",a radius of 1000.00 feet,an arc length of 439.67 feet and a
chord which bears S 64°32'35"W,for a distance of 436.14 feet to a calculated point,being in said westerly boundary line
of the 78.41 acre tract, sarne being in said easterly boundary line of tate 4.680 acre tract, for the southwesterly corner of
the herein described tract, and from which a 3/8" iron rod found, being an angle point in the common boundary line of
said 78.41 acre tract and said 4.680 acre tract,bears S 11°14'08"E at a distance of 140.30 feet;
8) THENCE,with said common boundary line, N 11014'08"W for a distance of 22.35 feet to the POINT OF BEGINNING,
containing 0.694 acres,(30,236 square feet)of land,more or less.
This property description is accompanied by a separate parcel plat.
All bearings recited herein are based on the Texas State Plane Coordinate System,Central lone No.4203,NAD 83.
THE STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That I, Lawrence M. Russo, a Registered Professional Land Surveyor, do hereby certify that the above description is true and
correct and that the properly described herein was determined by a survey made on the ground cinder my direct supervision.
WIT�ESS MY HAND AND SEAL at Round Rock,Williamson County,Texas.
i
Lawrence M.Russo Date.
Registered Professional Land SUrveyorl No.50501
Inland Geodetic-s,LLC f
Firm Registration No:100591.00 t)r.e , h=`{P
1504 Chisholm Trail Road,Suite 103
Round Rock,TX 79681
512-238-1200
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D
EXHIBIT
LEGEND PLAT TO ACCOMPANY DESCRIPTION CITY OF ROUND
(D 1/2" IRON PIPE FOUND --------- ROCK,TEXAS
O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS (REMAINDER OF
F j PITY or
4�) IRON ROD WITH CAP FOUND WLLIAMSON COUNTY, TEXAS JACKIE THOMISON 'I ROUND ROCK 7 1.110 AC)
P.U.E. PUBLIC UTILITY EASEMENT SUBMSION N (75.074 AC.) VOL. 1760, PG 475
0 1/2" IRON ROD FOUND CAB. 1,SLOB.94-•96 DOC. NO, 2004059024 P.R.W.C.T.
UNLESS NOTED P.O.B. POINT OF BEGINNING P.R.W-C O.P.R.W.C.T.
0 IRON ROD SET W/ALUMINUM P.O.C. POINT OF COMMENCEMENT W, DONAHO SURVEY I AB5T 173
t(IRIPEY)z------
CAP STAMPED "CORR-.5050" RECORD INFORMATION d1t&Mt --------
P. A. HOLDER SURVEY I RBST. 297 to
Z� CALCULATED POINT WATER VALVE
GAS METER 1,00'
PROPERTY LINE
D.R.W.C.T. tj POWER POLE
JAC'
s
CAB- I
f�DONA�
DEED RECORDS WILLIAMSON EXHIBIT A, TRACT I
COUNTY, TEXAS --- OVERHEAD UTILITY �z (REMAINDER OF
CD 71.110 AC) m
at (78.41 AC.)
O.R.W.C.T. OFFICIAL. RECORDS
DENOTES COMMON OWNERSHIP
WILLIAMSON COUNTY, TEXAS 0
o
DISTANCE BREAK I b z
................... ........................... ;11
dN 7L
CRESSMAN ENTERPRISES LP CITY OF ROUND ROCK
EXHIBIT A, TRACT 1 (9.258 AC.)
DIRECTION (78.41 AC). DOC. NO. 2014056270
RijiXffER UELTARKb';1USLENGTH I CHORD LENGTH_Cq6 --------- X,
PlA OL DE DOC. NO. 200.300811 O.P.R.W,C,1,
C1 2,VTT_2_9°;__ 1020.
00' 438.38' 435.01' N64'49�ff
10'22" 1140.00' 998.28' 966.69' N52 fOOS"E� AIR57VICT NO. k
C3 48'20'28" 1160.00' 9_787V*_94_9�.94 S5758105"W
C4 25'11'28" --1-000.00'_43_9_,67' 564!32'35"W CXCLUSNE
?
.It
41 .
NO.I BEARi to
DISTANCE �? !,�.;'i
LT S87'40'S4"W 16
L 50.96, to 20'WIDE, 0,910 ACRE
2 S1 V1 4'08"E 79.20' SLOPE AND DRAINIAGF,FASE!.*'W
L3 N77'08'19"E 84,49' Z 1% _5' WIDE, 0.151 AGRE
L4 SOO*39'49"E 41.85'
LEGENDS VILLAGE S1.04 ANIO NPAMAGE EASEMENT
�11�- 5.51
SECTION 2, PHASE 4
✓
L5 S77'08'19"W 84,49' DOC NO, 2010074432
L6 w 1 20' WIDE, 0.694 ACRE
N1114*08" 22,35' O.P.R.WCT. POSE � '�11
PRO 0,� SLOPE AND WATERLINE
L 511'14'08"E 140.30'
EASEME
5 _4T
A/w
1187-4654"11.347,o2,
(N87'41'05"E 347.00')
JONATHAN MATTHEW MITCHELL
CRESSIdAN ENTERPRISES LP & CONNIE MITCHELL
EXHIBIT A, TRACT 1 10.516 AC.
CliY OF ROUND ROC (78.41 AC) DOC. NO. 1999074908
NOTES: r- 1.9� DOC. NO. 200-3663811
(4.680 AC.) Z; O.P.R.W.C.T. j, 200
0.P.R.W.C.T. 0 i0o
1). BEARI.NGS SHOWN HFRFON ARE 13ASEO ON THE TEXAS STATE DOC, NO, 2014027063
PLANE COORDINATE SYSTEM, NAD 83, -CENTRAL. ZONE. DISTANCES O.P.R.W.C.T.
1 200'
ARE SURFACE DISTANCES.
2) [HIS 'SURVFY WAS PERFORMED WITHOUT BENEFIT OF A TITLE
ABSTRACT. THERE MAY BE OTHER INSTRUMENTS OF RECORD THAT w I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND
E
ilS TRACT NOT DEPICTED HEREON. THE/PROPERTY SHOWN HEREON WAS DETERMINED BY A SURVEY
AFFECT TI
v, ON f THE GROUND UNDER MY DIRECT SUPERVISION. e WN7
'A
A414k
................ �A
I N L A N D
1,AWfiFNU_YYri+E5X6dz
------------ ................
SLOPE AND WATERLINE EASEMENT
AL I.AND SURVEYOR' t,AV,1*_'NCE M. RUSSO DA I i.
V
M4 1:1 11SHOU4 TRAIL RD.STE.103 0.694. ACRES REGISTERED PROFESSIONAL:LAND SURVEYOR NO. 5050* 0910V
OUND ROCK,7.78681
(SI2)238-1251 _EET FIRM REGISIRATION NO. 1005§100
8 X
1504 CHISH E
kit.(512)238-1200,fAX 30,236 SQUARE F
FIRM ftcrls.Tft�.tam No.100 OLM TRAIL ROAD, SUIT 103
L M-=. PAGE 3 OF 3 ROUND ROCK, TEXAS 78681 07-20-2016
S:\_KFRIESE PROJECTS\KENNEY FORT ToPO\CARI_SON\BOUND AR Y\KFR-KEN N YFT-CRESSMAN 0.694 AC EASEMENT.Dwg
EXHIBIT i,E" WIDTH VARIES. 1" wOLMANIZEO WOOD
(12' MINIMUM) EXPANSION JOINT W/ �4
v/__
(45' MAXIMUM) DOWELS 018" O.C.
`moi EXPANSION JOINT. PROVIDE EXPANSION JOINT
`y -------- ------__ WHERE DRIVEWAY MEETS CURB
w TYPICAL — AND GUTTER. IF ONE EXISTS
a SIDEWALK LOCATION. SIDEWALK AREA. WITHIN 5 FEET, THIS
(SEE NOTE #1) JOINT NOT REQUIRED.
J_
CONCRETE SIDEWALK - ,/` MINIMUM 10'
WING AS NECESSARY. I RADIUS. (TYPICAL)
- ,,� FLOW LINE.
I
SAW CUT EXISTING CURB EXPANSION JOINT REQUIRED
AND GUTTER SECTION AT PROPOSED DRIVEWAY. IF NEAREST EXPANSION JOINT FOR WIDTHS (W) OVER 30'.
IS WITHIN 5 FEET OR LESS FROM DRIVEWAY, EXISTING CURB AND GUTTER SECTION
SHALL BE REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT.
PLAN
TYPICAL SIDEWALK LOCATION.
6" LENGTH (L) VARIES. NORMAL ELEVATION 0 PL
TOP OF CURE BEYOND. TAPER CURB FOR I12--0
SIDEWALK AS NECESSARY. (TYP.) IS LENGTH OF DRIVEWAY
ASPHALTIC CONCRETE 1 MULTIPLIED BY 2% PLUS
SURFACE COURSE. --�'� TOP OF CURB ELEV.
-- ----moi° r #3 BARS ® 18" O.C.E.W.
ROLL GENTLY CLASS 'A' CONCRETE
COMPACTED 118- 1 AS REQUIRED. WITH BROOM FINISH.
BASE COURSE. MIN. SECTION "A—A' 2" SAND CUSHION.
COMPACTED SUBGRADE.
TOP OF CURB. 24"-#4 SMOOTH DOWEL. '
PREMOLDED EXPANSION
, :; DOWELS.
LIP OF GUTTER. JOINT MATERIAL.
18" DOWEL COATING/SLEEVE. k
• r-
DRILL EXISTING kEELXIST.I..NE ``— DOWEL SUPPORT.
GUTTER. ONST.CONST. SAW CUT. 3" 6"
EXPANSION JOINT DETAIL SECTION
NOTE;
1. THE SIDEWALK AREA OF THE DRIVEWAY SHALL` SLOPE TOWARD THE STREET PAVING AT NO MORE THAN 2%.
RECORD SIGNED COPY CITY OF ROUND ROCK BRAS-0 NO:
ON FILE AT PiJBLIC 1!�ORd�S
APPROVED11-00-01
5-03
DATE CONCRETE DRIVEWAY DETAIL
THE ARCHITECT/ENGINEER ASSUMES (COMMERCIAL OR MULTI-FAMILY)
RESPONSIBILITY FOR THE APPROPRIATE
USE OF THIS DETAIL
// ;! \+ �•� �,\, \ Y,.� / .� ! /� LEGEND: o
PROPOSED ROW
EXISTING PROPERTY LIN °
1 \ �.� \ f: \ �•/�/ /- —►- STREAM CENTERLINE p
%Ca�+ / �.� f '/ �.`� �' \ /''`� FEMA ZONE AE
/�\ y / /1 / •. CRESSMAN ENTERPRISES
�.,)/ l �_ .,"'1•. •I. \. X/` ,./ / '; '\'. / /\ ..!•`"� PROPOSED 10' MULTIUSE PATH H Z
tf j I 1 — a v �x
1• / / RyyttN CRESSMAN (n
RO55765 o o 1 W W
�D QQ
LL
0,
HATERS OF THE US 1 4' ;;' E 5 ( Q w tY
Zp �' � `� f�' P�pppSEQ KENNEY 1 1 , r s' ELJCTRNG OVERHEAD N z
\``\ I FORT HLYD. CENTERLINE 1 i, C N Y
E CENTERLINE RADIUS• 1075'
RADIUS 1075'
ED' DRAINAGE t C'Ty OF
ROUND ROCK
ME T r R T5 JOF
ASE N {� ��. K FRIESE
/• 1 "�- jT�OF , ROCK "-� _ ;,•�f# 't •, +ASSOCIATES
/�1jq , FivS 66,D.fu�puwn r _
LL
J' �\� ���YY �•f. �f •� r '•.•ti.:.:.�- '.,`'� - _____.__-_ _ '~/ 'I IFNiN.Wsl ....
a
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.._'...,-•' _"1„ _ % _ — ��` '/ 'CITY ROCK ,
r.., G., •.�'?'y `'T- -•l � C `\ �„� HAT RLINE `:4 -----------------r:_- R35w-
L�
pp Ei
� ��: __ ���,•_ �.<�-, // -�.� EASEMENT � f �`
0 Rock
s % ,Y""•,._ - ti.
EASEMENT DRAINAGE / {
EASEMENT
'S` • / f:�- IFf ', ���� •�� �/ RANp•MEDUTANNING
/ ^. \\• `, 2 f r{'. CITY OF ROUND ROCK
x f '�- `�•� _ MITC7HEELpLL�ONNIE N•
ROROS 7
SCALE AS NOTED
° _ %• _J.
DATE 1/2L2017
oL SHEET -$T$
NUMBER
t
. 4
It
Illy
CRESSMA
1 ' _ WATERS OF THE US
CENTERLINE RADIUS 1075'
I .OL •// 1 1.i ,11a�
UTILITY 4J\,/NDUI t
+-STA. 135.00
VIN CITY +Q�Ir ROUN� ROCK t RO 5765CRESSMAN,,
R35 886 , t}`� /
i _ ;• 1r
1 I ° PROPOSED KENNEY
1 ',1
FORT BLVD. CENTERLINE
MITCHELL JONATHAN \
. UTILITY CONDUIT
_ MATTHEW& CONNIE S Y�
+-STA. 142.50
R055784 .
ADIUS = 1075' EXI
k ELE
• y 0
111111111/ � M' i ... }._ ...,.•
a —
>,.. ,_ -•-•,.. ` .. ;.. . '' PRS
v `
-
CHANDLER CREEK - '
-
r 15'S 40
a ` <
r'
16— 6" 1 16— 6" 1 161- 6" 1 16— 6" 16— 6" 1 161- 6" 1 161- 6" 16'- 6"
B'-PAII .ncrete
3" Field weld joints B'- 3" 8'- 3" 8'- 3" Field weld joints B' 3" B'- 3"
90.
Twisted stay Twistea stay &Obottom line gywires
2,. 1
o� Cate opening o �
Gate opening g,
u ti In n'a 6••
. Conc.bases- ateo.12/z 90.w , Conc.bases-gate ` �' °0 ` m + .a. g: or entl posts ^' -Y N Y Anchor lutes-min
area J Y �Y': or entl 1'- 6^min x M 24" p posts n _t' 24„ Y galy. line wires Y
15 sq.in. and weight •All concrete 1'- 6"min x &vertical stays
ig^ not less than 0.67 Lb. 3'- 0" deep lg••
o brace blocks 3'- 0" deep 8" brace bIOCkS B" Anchor plates-min area
<n 2'- 0" square
2'- 0" square 15 sq.in. and weight
_ x t'- 6" deep x 1'- 6" deep
not less than 0.67 Lb.
U
o.
SECTION GALVANIZED BARBED WIRE FENCE WITH METAL POSTS Note: SECTION GALVANIZED WOVEN WIRE FENCE WITH METAL POSTS
a`m BRACING DETAIL USED AT ENDS AND GATES For Steel pipe endnts. BRACING DETAIL USED AT ENDS AND GATES
o T-Post requireme
of TYPE "C" FENCE (See General Notes 6&7) TYPE "D" FENCE
g v (See General Note 8) (See General Note 8)
m
cN,°
c
GENERAL NOTES
as oa u Metal gate shall consist of 5 panels Min. no. 11 gauge
r� not 1255 ihOn 4'- 4" high ontl shall 1. Any high point which interferes with the placing Of wire
X
mesh or wire fabric mesh Shall be excavated t0 provide a 2 inch clearance.
be d qual it or galvanized metal and of I.- 16'- 0"�
d good quality. Gate and hardware shall I 76'- 0" �
>� meet the approval of the engineer. 2. Latches for Type 1 and Type 2 gates shall b2 good
g o
t6'- 0" ) commercial quality and design latch of the spring,
for
kgatechain
shall beAll
approvedlatches
byshall
the Engineer. to
o o the
wso
Cw 3. Hinges for Type 2 gates shall be a commercial design
'w
- approved by the Engineer suitable for post and gate.
o�m r .'Y Wire filler to be Y'. :-Y-: N0. 9'/2 ga.gal v.wire
either 2 inch diamond mesh 'r': 'r: Twisted Stoys 4. Concrete shall be of the design ontl consistency
-
Golvinized wire fabric approved by the Engineer and shall contain not less
long, equally spacetl than 4 sacks of cement per cubic
dConcrete footings
are to be crowned at the top to shed water.
�iiw with stays placed not DETAIL TYPE 3 GATE
°w c more than 6 inches apart
o 1 o 5. Steel anchor plates shall be of a design and thickness
mi;oDETAIL TYPE 2 GATE sufficient to prevent turning of the post in firm soil.
DETAIL TYPE 1 GATE 6. Steel pipe end posts, corner and pul I posts sisal I be a
'.a o minimum of 2" Std. pipe (2.375" O.D., 0.154" wall
°vc thickness) with a 11/4" Std. pipe brace (1.660" O.D.,
& ° 0.140" wall thickness), with a 2"x2"xl/4" ongle, or other
s wa a as approved by the Engineer. Fasteners for securing barbed
ac--- wire or woven wire fence to metal posts shoii be a minimum
u �+ r Ir
of II gauge galvanized steel wire. Tubular posts shall be
'iO Brace post fitted with water malleable iron caps.
Twisted stay
Fence 7. If Steel pipe is used for posts and braces, use standard
wires pipe in accordance with ASTM A 53, Class B or A 501.
For T-Posts use steel that meets ASTM A 702. Metal line
posts shall be not less thon 6'-6" in length and shall weigh
M PEDIETAIL
bolts not less than (1.33 lbs./I in.ft.). These Items sho lI be in
wx� required accordance with Item 552, "Wire Fence."
ll be winged in at 8. Barbed Wire shall be in accordance with ASTM A 121, Class 1
s where specified Twisted Design designation 12 2-4-1 4R or 12-2-5-1 4R, or as
This will require stay approved by the Engineer.
acing" and 5
W CORNER OR PULL POST ASSEMBLY per wing. Woven Wire Fence (Type D) shall be in accordance with
ASTM A 116, Class t No. 12-1/2 Grade 60 (See Table 1
ASTM A 116) to the height and design shown on the
FENCE TREATMENT plans, or as approved by the Engineer.
AT STRUCTURES DETAIL OF STAY
(Barbed Wire Fence) 9. The location of gates and corner posts will be as
Variable Variable indicated elsewhere in these plans.
Maximum 16— 6" Maximum 16— 6"
Design
Swisted • Division
tay
Taxers Department of Transportation Standard
Square nut- I" min. diameter
BARBED WIRE AND
`TipWOVEN WIRE FENCE
9"eye bolt
3'- 0 / 'T'l \\ 5 required per wing (STEEL POSTS)
min. Undisturbed
soil
r DETAIL OF EYE BOLT
Deoomrn not Double number 9'/z go. WF (2) —10
less than goly. wire braces
100 Lbs. twisted for tension riff. N1`210.aw ox,TxpDT MAM m,VP cu
DETAIL OF FENCE SAG @1001 1996 DNI SECT ➢B NICNNxi
NCVISI➢x5
.111 I-IT SnECi ND.
D LL
EXHIBIT "H"
DEED
Kenney Fort Blvd. Phase 4 Right of Way
THE STATE OF TEXAS §
COUNTY OF WILLIAMSON §
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION
FROM THIS INSTRUMENT BEFORE IT IS FILED IN THE PUBLIC RECORDS:
YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
NOW, THEREFORE, KNOW ALL BY THESE PRESENTS:
That CRESSMAN ENTERPRISES, L.P., a Texas limited partnership, hereinafter
referred to as Grantor, whether one or more, for and in consideration of the sum of Ten
Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by
City of Round Rock, Texas, the receipt and sufficiency of which is hereby
acknowledged, and for which no lien is retained, either expressed or implied, have this
day Sold and by these presents do Grant, Bargain, Sell and Convey unto CITY OF
ROUND ROCK, TEXAS, all that certain tract or parcel of land lying and being situated
in the County of Williamson, State of Texas, along with any improvements thereon,
being more particularly described as follows:
All of that certain 5.511 acre (240,052 Sq. Ft.) in the P. A. Holder Survey,
Abstract No. 297, Williamson County, Texas; being more fully described by
metes and bounds in Exhibit"A", attached hereto and incorporated herein.
SAVE AND EXCEPT, HOWEVER, it is expressly understood and agreed that Grantor
is retaining title to the following improvements located on the property described in said
Exhibit "A" to wit: NONE
RESERVATIONS FROM AND EXCEPTIONS TO CONVEYANCE AND
WARRANTY:
Visible and apparent easements not appearing of record;
Any discrepancies, conflicts, or shortages in area or boundary lines or any
encroachments or any overlapping of improvements which a current survey would show;
Easements, restrictions, reservations, covenants, conditions, oil and gas leases,
mineral severances, and encumbrances for taxes and assessments (other than liens and
conveyances) presently of record in the Official Public Records of Williamson County,
Texas, that affect the property, but only to the extent that said items are still valid and in
force and effect at this time.
00386560.DOC
Grantor reserves all of the oil, gas and other minerals in and under the land herein
conveyed but waives all rights of ingress and egress to the surface thereof for the purpose of
exploring, developing, mining or drilling or pumping the same; provided, however, that
operations for exploration or recovery of any such minerals shall be permissible so long as all
surface operations in connection therewith are located at a point outside the acquired parcel and
upon the condition that none of such operations shall be conducted so near the surface of said
land as to interfere with the intended use thereof or in any way interfere with, jeopardize, or
endanger the facilities of the City of Round Rock, Texas or create a hazard to the public users
thereof; it being intended, however, that nothing in this reservation shall affect the title and the
rights of Grantee to take and use without additional compensation any, stone, earth, gravel,
caliche, iron ore, gravel or any other road building material upon, in and under said land for the
construction and maintenance of Kenney Fort Blvd.
TO HAVE AND TO HOLD the property herein described and herein conveyed together
with all and singular the rights and appurtenances thereto in any wise belonging unto
City of Round Rock, Texas and its assigns forever; and Grantor does hereby bind itself,
its heirs, executors, administrators, successors and assigns to Warrant and Forever
Defend all and singular the said premises herein conveyed unto City of Round Rock,
Texas and its assigns against every person whomsoever lawfully claiming or to claim the
same or any part thereof.
This deed is being delivered in lieu of condemnation.
IN WITNESS WHEREOF, this instrument is executed on this the day of ,
2017.
(signature follows)
2
GRANTOR:
CRESSMAN ENTERPRISES, L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP, LLC, a Texas LLC
By:
MARVIN R. CRESSMAN,MANAGER
BY:
KATHRYN A. CRESSMAN, MANAGER
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of ,
2017, by Marvin R. Cressman and Kathryn A. Cressman, in the capacity and for the purposes
and consideration therein expressed.
Notary Public, State of Texas
3
GRANTOR:
CRESSMAN ENTERPRISES, L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP, LLC, a Texas LLC
By:
SCOTT M.CRESSMAN,MANAGER
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF §
This instrument was acknowledged before me on this the day of ,
20179 by Scott M. Cressman, in the capacity and for the purposes and consideration therein
expressed.
Notary Public, State of Texas
00386560.DOC
PREPARED IN THE OFFICE OF:
Sheets & Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
GRANTEE'S MAILING ADDRESS:
City of Round Rock
Attn: City Manager
221 East Main Street
Round Rock, Texas 78664
AFTER RECORDING RETURN TO:
00386560.DOC
EXHIBIT "I"
SLOPE AND DRAINAGE EASEMENT
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That CRESSMAN ENTERPRISES, L.P., a Texas limited partnership, its successors and
assigns ("Grantor"), for and in consideration of the sum of TEN and no/100th DOLLARS
($10.00) and other good and valuable consideration paid by the CITY OF ROUND ROCK,
TEXAS, ("Grantee"), receipt of which is hereby acknowledged, does hereby Grant, Sell, Donate
and Convey, unto Grantee certain rights and interests in the nature of a permanent slope and
drainage easement and right-of-way in, upon, over, under, above and across the following
described real property:
See Exhibit "A" attached hereto and incorporated herein for all purposes, being a
20' wide, 0.990 acre (41,121 Sq. Ft.) Slope and Drainage Easement; and
See Exhibit "B" attached hereto and incorporated herein for all purposes, being a
25' wide, 0.157 acre (6,819 Sq. Ft.) Slope and Drainage Easement.
The perpetual easement, right-of-way, rights and privileges herein granted shall be used
for the purposes of constructing, installation, operation, maintenance, inspections, reconstruction,
enlargement, relocation, rebuilding, repair, and removal of materials for slope and lateral support
and the location, placement, relocation, construction, operation, enlargement, maintenance,
alteration, repair, rebuilding, removal and patrol drainage facilities, to-wit: open drainage
channel and storm sewers and collection facilities, drainage pipes and all other surface and
subsurface drainage structures, lines, connecting lines, access facilities and related equipment, all
necessary conduits, valves, vaults, manholes, ventilators and appurtenances, and any necessary
accessories thereto.
This conveyance is made and accepted subject to any and all conditions and restrictions,
if any, relating to the hereinabove described property, to the extent, and only to the extent, that
the same may still be in force and effect, shown of record in the office of the County Clerk of
Williamson County, Texas.
The Easement, rights, and privileges granted herein are exclusive, and Grantor covenants
that it will not convey any future easement or conflicting rights within the area covered by this
grant, without the express written consent of Grantee, which consent shall not be unreasonably
withheld. Prior to granting its consent for other easements Grantee may require reasonable
safeguards to protect the integrity of the adjacent road system improvements.
Grantor further grants to Grantee:
00386562.DOC
(a) the right to grade the Easement for the full width thereof and to extend the cuts
and fills for such grading into and on the land along and outside the Easement to
such extent as Grantee may find reasonably necessary for restoring natural grade;
(b) the right of ingress to and egress from the easement over and across Grantor's property
by means of roads and lanes thereon, if such exist, and which shall only be used in the
event that access to the Easement is not otherwise available from a public right of way;
otherwise by such route or routes as shall occasion the least practicable damage and
inconvenience to Grantor; provided that such right of ingress and egress shall not extend
to any portion of Grantor's property which is isolated from the easement by any public
highway or road now crossing or hereafter crossing the property; the foregoing right of
ingress and egress includes the right of the Grantee to disassemble, remove, take down,
and clear away any fence, barricade, or other structure which obstructs, prevents, or
hinders Grantee's ingress to and egress from the Grantor's property, and should Grantee
deem it necessary to so disassemble, remove, take down, or clear away any such fence,
barricade, or other structure, Grantee shall, as soon as is reasonably feasible, replace or
restore Grantor's property to as similar a condition as reasonably practicable as existed
immediately prior to Grantee's actions pursuant to this provision, unless said fence,
barricade,or other structure is inconsistent with the rights conveyed to Grantee herein;
(c) the right of grading for, construction, maintaining and using such roads on and across the
property as Grantee may deem necessary in the exercise of the right of ingress and egress
or to provide access to property adjacent to the easement;
(d) the right to mark the location of the easement by suitable markers set in the ground;
provided that such markers shall be placed in fences or other locations which will not
interfere with any reasonable use Grantor shall make of the easement;
(e) the right from time to time to trim and to cut down and clear away any and all
trees and brush now or hereafter on the Easement.
Grantee hereby covenants and agrees:
(a) Grantee shall not fence the easement;
(b) Grantee shall repair any damage it shall do to Grantors private roads or lanes on the
lands;
(c) To the extent allowed by law, Grantee shall indemnify Grantor against any loss and
damage which shall be caused by the exercise of the rights of ingress and egress or by
any wrongful or negligent act or omission of Grantee's agents or employees in the course
of their employment.
TO HAVE AND TO HOLD the rights and interests described unto Grantee and its
successors and assigns, forever, and Grantor does hereby bind himself, his heirs, successors and
assigns, and legal representatives, to warrant and forever defend, all and singular, the above-
described Easement and rights and interests unto Grantee, its successors and assigns, against
every person whomsoever lawfully claiming, or to claim same, or any part thereof.
2
This Easement is being delivered in lieu of condemnation.
IN WITNESS WHEREOF, Grantor has caused this instrument to be executed this
day of , 2017.
GRANTOR:
CRESSMAN ENTERPRISES, L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP, LLC, a Texas LLC
By:
MARVIN R.CRESSMAN,MANAGER
BY:
KATHRYN A.CRESSMAN, MANAGER
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of ,
2017, by Marvin R. Cressman and Kathryn A. Cressman in the capacity and for the purposes and
consideration therein expressed.
Notary Public, State of Texas
3
GRANTOR:
CRESSMAN ENTERPRISES, L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP, LLC, a Texas LLC
By:
SCOTT M.CRESSMAN,MANAGER
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF §
This instrument was acknowledged before me on this the day of ,
2017, by Scott M. Cressman, in the capacity and for the purposes and consideration therein
expressed.
Notary Public, State of Texas
PREPARED IN THE OFFICE OF:
Sheets &Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
AFTER RECORDING RETURN TO:
4
EXHIBIT "J"
SLOPE AND WATERLINE EASEMENT
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF WILLIAMSON §
That CRESSMAN ENTERPRISES, L.P., a Texas limited partnership, its successors and
assigns ("Grantor"), for and in consideration of the sum of TEN and no/100th DOLLARS
($10.00) and other good and valuable consideration paid by the CITY OF ROUND ROCK,
TEXAS, ("Grantee"), receipt of which is hereby acknowledged, does hereby Grant, Sell, Donate
and Convey, unto Grantee certain rights and interests in the nature of a permanent slope and
waterline easement and right-of-way in, upon, over, under, above and across the following
described real property:
See Exhibit "A" attached hereto and incorporated herein for all purposes, being a
20' wide, 0.694 acre (30,236 Sq. Ft.) Slope and Waterline Easement.
The perpetual easement, right-of-way, rights and privileges herein granted shall be used
for the purposes of the construction, installation, operation, maintenance, inspections,
reconstruction, enlargement, relocation, rebuilding, repair, and removal of materials for slope
and lateral support, and the location, placement, relocation, construction, operation, enlargement,
maintenance, alteration, repair, rebuilding, removal and patrol of a water distribution system and
waterlines, together with all necessary lines, pipes, conduits, valves, manholes, ventilators, and
other equipment improvements and appurtenances, and any necessary accessories thereto.
This conveyance is made and accepted subject to any and all conditions and restrictions,
if any, relating to the hereinabove described property, to the extent, and only to the extent, that
the same may still be in force and effect, shown of record in the office of the County Clerk of
Williamson County, Texas.
The Easement, rights, and privileges granted herein are exclusive, and Grantor covenants
that it will not convey any future easement or conflicting rights within the area covered by this
grant, without the express written consent of Grantee, which consent shall not be unreasonably
withheld. Prior to granting its consent for other easements Grantee may require reasonable
safeguards to protect the integrity of the adjacent road system improvements.
Grantor further grants to Grantee:
(a) the right to grade the Easement for the full width thereof and to extend the cuts
and fills for such grading into and on the land along and outside the Easement to
such extent as Grantee may find reasonably necessary;
(b) the right of ingress to and egress from the easement over and across Grantor's property
by means of roads and lanes thereon, if such exist, and which shall only be used in the
event that access to the Easement is not otherwise available from a public right of way;
otherwise by such route or routes as shall occasion the least practicable damage and
inconvenience to Grantor; provided that such right of ingress and egress shall not extend
00386558.DOC
to any portion of Grantor's property which is isolated from the easement by any public
highway or road now crossing or hereafter crossing the property; the foregoing right of
ingress and egress includes the right of the Grantee to disassemble, remove, take down,
and clear away any fence, barricade, or other structure which obstructs, prevents, or
hinders Grantee's ingress to and egress from the Grantor's property, and should Grantee
deem it necessary to so disassemble, remove, take down, or clear away any such fence,
barricade, or other structure, Grantee shall, as soon as is reasonably feasible, replace or
restore Grantor's property to as similar a condition as reasonably practicable as existed
immediately prior to Grantee's actions pursuant to this provision, unless said fence,
barricade,or other structure is inconsistent with the rights conveyed to Grantee herein;
(c) the right of grading for, constriction,maintaining and using such roads on and across the
property as Grantee may deem necessary in the exercise of the right of ingress and egress
or to provide access to property adjacent to the easement;
(d) the right to mark the location of the easement by suitable markers set in the ground;
provided that such markers shall be placed in fences or other locations which will not
interfere with any reasonable use Grantor shall make of the easement;
(e) the right from time to time to trim and to cut down and clear away any and all
trees and brush now or hereafter on the Easement.
(f) the right to install,maintain and use gates in all fences which now cross or shall hereafter
cross the easement; and
(g) the right to support the pipelines across ravines and watercourses with such structures as
Grantee shall deem necessary.
Grantee hereby covenants and agrees:
(a) Grantee shall not fence the easement;
(b) Grantee shall repair any damage it shall do to Grantors private roads or lanes on the
lands;
(c) To the extent allowed by law, Grantee shall indemnify Grantor against any loss and
damage which shall be caused by the exercise of the rights of ingress and egress or by
any wrongful or negligent act or omission of Grantee's agents or employees in the course
of their employment.
TO HAVE AND TO HOLD the rights and interests described unto Grantee and its
successors and assigns, forever, and Grantor does hereby bind himself, his heirs, successors and
assigns, and legal representatives, to warrant and forever defend, all and singular, the above-
described Easement and rights and interests unto Grantee, its successors and assigns, against
every person whomsoever lawfully claiming, or to claim same, or any part thereof.
This Easement is being delivered in lieu of condemnation.
2
IN WITNESS WHEREOF, Grantor has caused this instrument to be executed this
day of , 2017.
GRANTOR:
CRESSMAN ENTERPRISES, L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP, LLC, a Texas LLC
By:
MARVIN R.CRESSMAN,MANAGER
BY:
KATHRYN A.CRESSMAN, MANAGER
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of ,
2017, by Marvin R. Cressman and Kathryn A. Cressman in the capacity and for the purposes and
consideration therein expressed.
Notary Public, State of Texas
3
GRANTOR:
CRESSMAN ENTERPRISES, L.P., a Texas limited partnership
By its General Partner, CRESSMAN ENTERPRISES GP, LLC, a Texas LLC
By:
SCOTT M.CRESSMAN,MANAGER
ACKNOWLEDGMENT
STATE OF TEXAS §
COUNTY OF §
This instrument was acknowledged before me on this the day of ,
2017, by Scott M. Cressman, in the capacity and for the purposes and consideration therein
expressed.
Notary Public, State of Texas
PREPARED IN THE OFFICE OF:
Sheets &Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
AFTER RECORDING RETURN TO:
4