HomeMy WebLinkAboutMetes/BoundsMETES AND BOUNDS UESCRII'"PION
OI~ n 162.5172 nCRL' "I'RAC"T OF LAND
OUI' OF THE ROBERT S'TEVENSON SURVEY, n-s4
BRAZOS COUNTY, "1'I:XAS
All that tract or parcel of land lying and being situated in Brazos County, "Texas, and being
situated in the Robert Stevenson Survey, A-54, and being a part of the same tract of land
described in a deed to Timothy .I. Crowley, as recorded in Volume 1415, Page 74, of the
13razos County Official Records, and now more particularly described as Ibllows:
IEGINNING at a 5/8" iron rod set For the southernmost corner of a Wallace Phillips
153.5049 tract, also being the easternmost coruer of the Pauline Grant Diebel tract, as
recorded in Volume 1934,1'age 157, of the Brazos County Official Records, also being in
the northwest right-of--way line of Greens Prairie Road;
'TFIENCE North 48°05'00" West, a distance of 3487.24 Teet along the comnxm line
between said Wallace Phillips tract and the said lliebel tract to a 1/2" iron rod found at the
westernmost corner of this tract, also being the southernmost corner of a ] 58 acre tract
owned by Beverly J. Furrer, Patricia J. Vogel, and "Thomas L. Brown, as recorded in
Volume 854, Page 57, of the B.C.O.R.;
THENCE North 42°38' 11" East, a distance of 879.83 feet along the said Furrer tract to a
fencepost found for corner;
THENCE North 42°36'00" East, a distance of 714.22 feet along the said turret tract to a
fencepost found for corner;
THENCE North 42°59'31" East, a distance of 667.98 feet along the said Furrer tract, and
then along the common line between this tract and the Gary Seaback tract, as recorded in
Volume 2957, Page 186, of the B.C.O.R. to a fencepost fouud for corner;
THENCE North 42°46'28" East, a distance of 185.71 feet along the said Seaback tract to a
highway monutnent found for the northwest corner of this tract, being in the south right-of-
way line of the proposed State highway Number 40;
THENCE severing the said Wallace Phillips tract, and rtlong the said highway right-of--way
North 85°28'58" East, a distance of 995.53 feet to a highway monutnent found for the
PLACE OF BEGINNING;
T}IENCE North 85°28'58" East, a distance of 491.88 feet to a point for corner;
THENCE North 85°45'51" East, a distance of 524.93 feet to a point for corner;
THENCE North 86°50' 18" East, a distance of 525.03 feet to a point for corner;
'THENCE North 85°45'51" East, a distance of 1078.81 feet to a point for corner;
THENCE around a curve to the right having a delta angle of 81°11' 19", an arc distance of
56.68 feet, a radius of 40.00 feet, and a chord of South 44°49'47" East, a distance of 52.06
feet to a point for corner;
THENCE South 04° 14'08" East, a distance of 210.00 feel to a point for corner;
T1IENCE South OS°57'05" East, a distance of 482.69 feet to a point for corner;
THENCE around a curve to the right having a delta angle of 42°13'03", an arc distance of
895.25 feet, a radius of 1215.001'eet, and a chord of South 16°56'29" West, a distance of
875.14 feet to a point for corner;
THENCE South 41°00'23" West, a distance of 282.73 feet to a point for corner;
TIIENCE South 41°04'37" West, a distance of 145.80 feet to a barb-wire fence for corner;
TIIENCE South 40°44'40" West, a distance of 91.85 feet to a fencepost found for corner,
TIIGNCE South 42°54' 17" West, a distance of 1020.52 feet to a fencpost found for corner;
TIIENCE South 43°15'51" West, a distance of 45.90 feet to a fencepost found for corner;
TIIENCE South 43°46'32" West, a distance of 183.17 feet to a fencpost found for corner;
THENCE South 40°26'40" West, a distance of 243.77 feet to a fencepost found for corner;
THENCE South 41°02'57" West, a distance of 128.03 feet to a poi~it for corner;
TIIENCE North 48°00'07" West, a distance of 854.71 feet to a point for corner;
THENCE North 40°45'44" West, a distance of 181.10 feet to a point for corner;
THENCE around a curve to the left having a delta angle of 14°10'48", an arc distance of
206.65 feet, a radius of 835.00 feet, acid a chord of Nortlr 42°08'52" East, a distance of
206.13 feet to a point for corner;
TIIENCE North 35°03'28" East, a distance of 430.50 feet to a point for corner;
THENCE around a curve to the right having a delta angle of 09°21' 10", an arc distance of
81.62 feet, a radius of 500.00 feet, and a chord of North 39°44'03" East, a distance of 81.53
feet to a point for corner;
TIIGNCE North 44°24'37" East, a distance of 134.73 feet to a point for corner;
THENCE North 45°35'23" West, a distance of 70.00 feet to a point far corner;
THENCE South 44°24'37" West, a distance of 134.73 feet to a point for corner,
THENCE around a curve to the left having a delta angle of 09°21' 1 U", an arc distance of
93.04 feet, a radius of 570.00 feet, and a chord of South 39°44'03" West, a distance of
92.94 feet to a point for corner;
THENCE South 35°03'28" West, a distance of 430.50 feet to a point for corner;
'T'HENCE around a curve to the right having a delta angle of 71 °4S 12", an arc distance of
955.68 feet, a radius of 763.12 feet, and a chord of South 70°49'57" Wcst, a distance of
894.44 feet to a point for corner;
TIIENCE North 73°17'27" West, a distance of 2.72 feet to a point for corner;
TIIENCE North 28°43'37" East, a distance of 38.66 feet lv a point for corner;
TIIGNCE North 29°13'59" West, a distance of 43.98 feet to a point for corner;
TIIGNCE North 13°24'57" West, a distance of 80.17 feet to a point for corner;
TIIENCE North 07°31' 14" East, a distance of 47.75 feet to a point for corner;
THENCE Norih 00°16'25" East, a distance of 56.67 feet to a point for corner,
TIIENCE North 10°08'56" East, a distance of 76.18 feet to a point for corner;
TIIENCE North 22°53'29" East, a distance of 73.64 feet to a point for corner,
THENCE North 46°18'46" West, a distance of 13 L92 tees to a point for corner;
THENCE North 38°35'23" West, a distance of 58.08 feet to a point for corner;
THENCE North 12°11'34" West, a distance of 29.06 feet to a point for corner;
THENCE North 06°03'01" East, a distance of 50.94 feet to a point for corner;
THENCE North 16°06' 13" West, a distance of 35.95 feet to a point for corner;
THENCE North 26°18' 12" West, a distance of 79.63 feet to a point for corner;
TIiENCE North 04°38'07" East, a distance of 65.71 feet to a point for corner;
THENCE North 09°46'41" East, a distance of 60.88 feet to a point for corner;
THENCE North 30° 13'04" East, a distance of 37.41 feet to a point for corner;
THENCE North OS°22' 18" East, a distance of 45.48 feet to a point for corner;
THENCE North 02°07' 11" West, a distance of 62.22 feet to a point for corner;
THENCE North 07°07' 14" West, a distance of 61.88 feet to a point for corner;
THENCE North 18°41'57" East, a distance of 56.81 feet to a point for corner;
THENCE North 23°55'58" East, a distance of 63.60 feet to a point for corner;
THENCE North 41°38'51" East, a distance of 43.64 feet to a point for corner;
THENCE North 85°53'40" East, a distance of 70.88 feet to a point for corner;
THENCE North 55°10'28" East, a distance of 37.18 feet to a point for corner;
THENCE North 25°08'02" East, a distance of 65.64 feet to a point for corner;
THENCE North 08°13'45" East, a distance of 83.85 feet to a point for corner;
THENCE North 29°08' 12" East, a distance of 33.01 feet to a point for corner;
THENCE North 56°06'38" East, a distance of 81.23 feet to a point for corner;
THENCE North 39° 12'40" East, a distance of 156.35 feet to a point for corner;
THENCE North 26°31'33" East, a distance of 65.49 feet to a point for corner;
THENCE North O1°22'35" West, a distance of 69.52 feet to a point for corner;
THENCE North 04°18'58" West, a distance of 26.58 feet to a point for corner;
THENCE North 60°22'03" West, a distance of 40.45 feet to a point for corner;
THENCE North 16°25'37" West, a distance of 46.57 feet to a point for corner;
TIiENCE North 30°43'04" East, a distance of 19.58 feet to a point for corner;
THENCE North 78°51'06" East, a distance of 68.12 feet to a point for corner;
THENCE South 70°15' 12" East, a distance of 52.77 feet to a point for corner;
THENCE North 43°31'51" East, a distance of 55.71 feet to a point for cor-ier;
THENCE North 16°29'35" West, a distance of 96.41 feet to a point for corner;
THENCE North 47°40'22" East, a distance of 50.49 feet to a point for corner;
THENCE North 46°32'53" East, a distance of 52.35 feet to a point for corner;
THENCE North 04°17'48" East, a distance of 52.03 feet to a point for corner;
THENCE North 46°53'44" West, a distance of 27.86 feet to a point for corner;
THENCE North 31°02'50" West, a distance of 49.91 feet to a point for comer;
THENCE North 15°05'38" West, a distance of 78.01 feet to a point for corner;
THENCE North O1°31'21" West, a distance of 24.84 feet to a point for corner;
THENCE North 72°09'53" East, a distance of 90.34 feet to a point for corner;
THENCE North 82°10' 15" East, a distance of 40.38 feet to a point for corner;
THENCE North 16° 18' S0" East, a distance of 42.72 feet to a point for corner;
THENCE North 43°28'29" West, a distance of 22.05 feet to a point for corner;
THENCE North 29°58'25" West, a distance of 31.36 feet to a point for corner;
THENCE North 20°13'29" West, a distance of 39.51 feet to the PLACE OF
BEGINNING containing 7079250 square feet or 162.5172 acres.
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Texas Register Profess •i~-".'t;~;;,t,pw!AG~dt)
Lan or No. 1562 ~~""""'"'"'""_""`"`~'~^~
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06-21-2000 ~r",~ ~ ty ;~,~E~j
AGREEMENT FOR INTERIM SEWER SERVICE
This Agreement to provide interim temporary sewer service is entered into on this
7`l"`' day of August, 2001, by and between the CITY OF COLLEGE STATION,
TEXAS, the City, a home-rule municipal corporation, and GREENS PRAIRIE
INVESTORS, LTD., the Developer.
WHEREAS, the Developer has developed a subdivision within the City of College
Station city limits known as "Castlegate" and sold lots within the subdivision to home
builders; and
WHEREAS, Castlegate is located within the Spring Creek Drainage Basin impact
fee sewer service area 97-01; and
WHEREAS, the City of College Station contracted with a contractor to construct
the capital project known as Spring Creek Phase II sewer line which will provide sewer
service to the land located within the impact fee area; and
WHEREAS, home builders have constructed residential dwellings on lots within
the subdivision that are ready for sale and occupancy; and
WHEREAS, certificates of occupancy cannot be issued on any residential
dwelling within the Castlegate Subdivision until such dwelling has been provided with
sewer service; and
WHEREAS, permanent sewer service using the Spring Creek Phase II sewer line
cannot be provided until the TNRCC approves such line and the construction of the line
is completed and accepted by the City; and
WHEREAS, the Developer wishes to obtain interim sewer service from the City
for a specified number of residential dwellings within the subdivision prior to the
approval of the Spring Creek Phase II sewer line by the TNRCC and acceptance of the
line by the City;
NOW THEREFORE, for and in consideration of the recitals set out hereinabove
and the representations and covenants that follow hereinbelow the parties agree as
follows:
1. The City agrees to provide interim temporary sewer service to a limited number
of residential dwellings in the Castlegate subdivision using a pump and haul wastewater
disposal system provided that the Developer:
(a) accepts all responsibility, cost and liability for obtaining all regulatory
approvals for the alternative pump and haul wastewater disposal system and provides
such written approvals to the City.
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(b) accepts responsibility for the cost of: (i) obtaining all regulatory approvals;
(ii) the cost of implementing the temporary pump and haul alternative service and any
other associated costs.
(c) deposits in escrow with the City a sum sufficient to cover the cost of the
pump and haul alternative for a rolling three-month period.
The initial deposit wilt be for three months of pumping and hauling of sanitary
sewer waste. Each month after the commencement of the alternative service,
Developer must remit to the Director of Public Utilities, on or before the 15th of each
month until the Spring Creek sewer line is placed into service, the estimated cost of
alternate service. The estimated cost of alternative service shall be based upon the
estimated volume of wastewater to be handled by the pump and haul alternative and
the actual cost of the alternative pump and haul service for the prior month.
If Developer fails to remit the monthly deposit on or before the date such
payment is due, the City shall not issue any additional certificates of occupancy.
2. The total number of certificates of occupancy that will be issued pursuant to this
Agreement is limited to 25.
3. No certificates of occupancy will be issued until all regulatory approvals for the
temporary pump and haul disposal method have been obtained by the Developer and
provided to the City and the City is capable of providing the pump and haul services.
4. Developer will inform purchasers of residential dwellings within the Castlegate
Subdivision that their wastewater disposal service, prior to the completion of the Spring
Creek Phase II sewer line, will be provided through the pump and haul alternative
pursuant to the terms of this Agreement, and will notify such purchasers that they must
become a customer of the City of College Station water wastewater utilities in order to
receive such service.
5. INDEMNITY AND RELEASE
5.1 The Developer agrees to and shall indemnify, hold harmless and defend the
City, its officers, agents, and employees, from and against any and all claims,
losses, damages, causes of action, regulatory or administrative proceedings, and
suits and liability of every kind, including all expenses of litigation, court costs,
attorney's fees, and fines and penalties for injury to or death of any person, for
damage to any property or for violation of state or federal regulatory
requirements arising out of or in connection with the implementing of the
temporary pump and haul alternative services under this Agreement.
5.2 Developer acknowledges that the provision of sewer services is a
governmental function and that the City by entering into this Agreement does not
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give its consent to suit. Further, this Agreement shall not act or be interpreted as
a waiver of governmental immunity or to the limitation of damages as set out in
the Texas Tort Claims Act.
5.3 Developer releases, relinquishes, and discharges the City, its officers,
agents and employees, from all claims, demands, and causes of action of every
kind and character, including but not limited to any claims for inverse
condemnation, and including the cost of defense thereof, for any injury to,
sickness or death of Developer and any loss of or damage to any property of
Developer that is caused by or alleged to be caused by, arises out of, or is in
connection with this Agreement or the alternative temporary pump and haul
services provided under this Agreement.
6. MISCELLANEOUS TERMS
6.1 This Contract has been made under and shall be governed by the laws of the
State of Texas. The parties agree that performance and all matters related thereto shall
be in Brazos County, Texas.
6.2 Notices shall be mailed to the addresses designated herein or as may be
designated in writing by the parties from time to time and shall be deemed received
when sent postage prepaid U.S. Mail to the following addresses:
City: City of College Station
Attn: Dale Schepers,
Water and Wastewater Superintendent
Public Utilities Department
1601 Graham Road
College Station, Texas 77845
Developer: Greens Prairie Associates, LLC
Wallace Phillips, Manager
4490 Castlegate Drive
College Station, TX 77845
6.3 No waiver by either party hereto of any term or condition of this
Agreement shall be deemed or construed to be a waiver of any other term or condition
or subsequent waiver of the same term or condition.
6.4 This Agreement represents the entire and integrated Agreement between
the City and the Developer with respect to the subject matter hereof1 and supersedes all
prior negotiations, representations, or agreements, either written or oral. This Contract
may only be amended by written instrument approved and executed by the parties.
6.5 This Contract and all rights and obligations contained herein may not be
assigned by the Developer without the prior written approval of the City.
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6.6 The Developer, its agents, employees, contractors, and consultants, must
comply with all applicable federal and state laws, the charter and ordinances of the City
of College Station, and with all applicable rules and regulations promulgated by local,
state, and national boards, bureaus, and agencies.
6.7 The parties acknowledge that they have read, understand, and intend to
be bound by the terms and conditions of this Contract.
6.8 Severability. If any of the terms and conditions hereof shall for any reason
be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability shall not affect any other of the terms and conditions hereof and the
terms and conditions hereof shall thereafter be construed as if such invalid, illegal, or
unenforceable terms and conditions had never been contained herein.
6.9 This Agreement may be executed in any number of identical counterparts,
and each counterpart hereof shall be deemed to be an original instrument, but all
counterparts hereof taken together shall constitute but a single instrument.
6.10 This Agreement shall not be construed more strictly against one party than
against the other merely by virtue of the fact that it may have been prepared by counsel
for one of the parties, it being recognized that all of the parties to this Agreement have
contributed substantially and materially to the preparation of this Agreement.
CROWLEY DEVELOPMENT CORP
BY: ' ~ 1- ~ '~, - d
Wallace:"Phillips, Mana er
CITY OF COLLEGE STATION
~----
BY:
homas E. Bry ,City Manager
APPROVED AS TO FORM:
City Attorney
Date: g- 7 -- O /
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STATE OF TEXAS
COUNTY OF BRAZOS
This instrument
20l
Prairi A sociates, LLC,
,,
ACKNOWLEDGMENT
was acknowledged before me on the ~ day of
)1, by Wallace P ill~s~-in his capacity as Mana~nf Greens
a Limited Liabi ity`~o oration, on beh If of said corporation.
DEBOeAH aivN GRACE Notary Public in and
MY CC-MMfSSIdN E'XP9'~.S the State of Texas
April 74, 2005
STATE OF TEXAS
COUNTY OF BRAZOS
This ,instrument was
{,~ ~ , 2001,
the Cif of College Station,
municipality.
~x~' ` • ' belle Hernandez
° i• My Commission Expires
~.
March 30, 2004
ACKNOWLEDGMENT
acknowledged before me on the ~~~h day of
by Thomas E. Brymer, in his capacity as City Manager of
a Texas home-rule municipality, on behalf of said
o/group/legaUcontracts/pud/agmtfnr interim sewer serv rev.doc
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-5-
J
~ ~~~~~
Notary Public in and for
the State of Texas
BRAIDS CDUIVTY~
• Dn : Jun 12, c~E1Y1 a t 03:19DM
UTILITY EASEMENT As a
Reco~~di nps
~ Nc-'
DATE: ~ , 2000 Dacu~ent Ntub~rr ~718~7
GRANTOR: TIMOTHY J• CROWLEY Aiount ~6.AA
Recei ~t Nuiber - 15.%'79
GRANTOR'S MAILING ADDRESS: 1301 McKinney, Su~'te 3 ~~
Houston, Harris C~if~rlty~°~X 77010
GRANTEE: CITY OF COLLEGE STATION, TEXAS
GRANTEE'S MAILING ADDRESS: 1101 Texas Avenue
College Station, Brazos County, TX 77840
CONSIDERATION: Ten Dollars ($10.00) and other
good and valuable consideration.
EASEMENT AREA:
TRACT I:
All that certain tract or parcel containing 2.349 acres of land in
the Robert Stevenson Survey, Abstract No. 54, Brazos County,
Texas, being part of that certain tract called 734.96 acres
conveyed to Timothy J. Crowley by an instrument of record in
Volume 1415, Pa 7i~ of the Official Records of Brazos County,
Texas (B.C.O.R.' and being more particularly described by
metes and bounds in Exhibit "A" attached hereto and
incorporated by reference herein and depicted on Exhibit "C"
attached hereto and incorporated by reference herein.
TRACT II:
All that certain tract or parcel containing 3.238 acres of land in
the Robert Stevenson Survey, Abstract No. 54, Brazos County,
Texas, being part of that certain tract called 734.96 acres
conveyed to Timothy J. Crowley by an instrument of record in
Volume 1415, Page 74 of the Official Records of Brazos County,
Texas (B.C.O.R.), and being more particularly described by
metes and bounds in Exhibit "B" attached hereto and
incorporated by reference herein and depicted on Exhibit "C"
attached hereto and incorporated by reference herein.
This conveyance shall grant the non-exclusive rights herein specified as to Easement Area to
erect, construct, install, and thereafter use, operate, inspect, repair, maintain, reconstruct, modify
and remove the following:
Electric transmission and distribution lines;
Water lines and sanitary sewer lines, connecting lines,
access facilities,. and related equipment;
Storm sewers and collection facilities;
Television, telephone, and communications lines;
Drainage ditches, drainage pipes and all other drainage
structures, surface and subsurface;
upon, over, and across the Easement Area as described and any ways, streets, roads, or alleys
abutting same; and to cut, trim, and control the growth of trees and other vegetation on and in the
easement area or on adjoining property of Grantor, which might interfere with or threaten the
operation and maintenance of any public utility equipment, accessories, or operations. The CITY
OF COLLEGE STATION shall promptly restore the surface and appearance of the Easement
Area and remove all refuse, at its expense, following any disturbance thereof. It being
understood and agreed that any and all equipment and facilities placed upon said property shall
remain the property of Grantee.
The rights granted to the CITY OF COLLEGE STATION are non-exclusive and Grantor
expressly reserves for himself, his successors and assigns, the right to use the Easement Area and
grant other rights in the Easement Area provided such uses and grants do not interfere with the
use of the Easement Area for the purpose set forth in this instrument.
Grantor expressly subordinates all rights of surface use incident to the mineral estate to the
above-described uses of said surface by Grantee, and agrees to lender's subordinations on behalf
of Grantee. Grantor will, upon request, provide Grantee with the names and addresses of all
lenders.
js/cleasemendfonncorp. doc
06/02/2000
RESERVATIONS AND RESTRICTIONS: This grant of easement is subject to any and
all matters, ordinances, restrictions, covenants, conditions, encumbrances, rights of way,
easements, tax liens, boundary disputes, shortages in area, matters shown on surveys, maps or
plats, encroachments, overlapping of improvements, rights of parties in possession, and all
outstanding mineral and royalty interests affecting the Property, whether or not of record in the
office of the County Clerk of Brazos County, along with conditions that would be revealed by a
physical inspection and/or survey of the Easement Area and adjoining property.
TO HAVE AND TO HOLD, the rights and interests herein described unto the CITY OF
COLLEGE STATION, TEXAS, and its successors and assigns, forever, and Grantor does,
subject to the exceptions set forth herein, hereby bind itself, its successors and assigns, to warrant
and forever defend, all and singular, these rights and interests unto the CITY OF COLLEGE
STATION, TEXAS, and its successors and assigns, a ainst every person whomsoever lawfully
claiming, or to claim same, or any part thereof, rough or udder Cjt-antor, bu ^not~therwise.
TI~Z~I`Y J. C
STATE OF TEXAS
* ACKNOWLEDGMENT
COUNTY OF HARRIS
This instrument was acknowledge,~i~bef~re me on this day of , 2000, by
TIMOTHY J. CROWLEY. ``~~ Q ~~
Not Public in and for the
State of Texas
~ CYN~MA A POIIJN~
~ ~ NOTARY PUB1-IC
State d Texas
,~ a rortrn. Exp.0603-2003
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j.r/r•/feb96/bovirie. dn~
06/02/1000
Revised May 23, 2000
June 4, 1999
Job No. 4591-0002
DESCRIPTION OF
2.349 ACRE
PROPOSED 20.0 UTILITY EASEMENT
All that certain tractor parcel containing 2.349 acres of land in the Robert Stevenson Survey, Abstract No. 54,
Brazos County, Texas, being part of that certain tract called 734.96 acres conveyed to Timothy J. Crowley by an
instrument of record in Volume 1415, Page 74, of the Official Records of Brazos County (B.C.O.R.) and being more
particularly described by metes and bounds as follows, all bearings referenced to the Texas Coordinate System, Central
Zone;
COMMENCING for reference at the most westerly comer of Lot 2, Block I of, South Park Estates Phase One,
a subdivision of record in Volume 795, Page 259, B.C.O.R., same being an interior corner of said 734.96 acre tract;
Thence South 63° 03' 31" East, 190:74 feet along the southerly line of said Lot 2 and a northerly line of said
734.96 acre tract to a point on a westerly line of Greens Prairie Road;
Thence South 26° 53' 48" West, 328.01 feet with an easterly line of said 734.96 acre tract and a westerly line
of said Greens Prairie Road to a point;
Thence South 42° 28' 29" West, 542.98 feet continuing with said easterly and westerly lines to a point;
Thence South 41° 52' 4l" West, 1528.51 feet continuing with said easterly and westerly lines to a point;
Thence South 42° 37' 42" West, 387.55 feet continuing with said easterly and westerly lines to the POINT OF
BEGINNING of the herein described tract;
Thence South 42° 37' 42" West, 20.01 feet continuing with said easterly and westerly lines to a point for comer
on the proposed southerly right-of--way line of State Highway 40, varying width;
Thence with the proposed southerly right-of--way line of State Highway 40 the following eight (8) courses;
1) North 48° 53' l9" West, 143.02 feet to a point for comer;
2) South 71 ° 39' 36" West, 572.76 feet to a point for comer;
~'r~18iT ~
Page 1 oft ge_..~,~.Qf~ a.~.,.^:r.;.~~
2.349 acres
3) South 86° 03' 27" West, 284.23 feet to a point for corner;
4) South 83° 33' 49" West, 266.00 feet to a point for comer;
5) South 85° 45' S1" West, 1312.33 feet to a point for comer,
6) South 86° 50' 18" West, 525.03 feet to a point for corner;
7) South 85° 45' S 1" West, 524.93 feet to a point for corner;
June 4, 1999
Job No. 4591-002
8) South 85° 27' 26" West, 1490.33 feet to a point for comer on a westerly line of the aforesaid 734.96
acre tract and on an easterly line of that certain tract called 217.5 acres conveyed to Gary Seaback by
an instrument of record in Volume 2597, Page 186, B.C.O.R.;
Thence North 42° 45' 13" East, 29.49 feet with said westerly and easterly line to a point for corner;
Thence North 85° 27' 26" East, 1468.71 feet departing said lines to a point for comer;
Thence North 85° 45' S 1" East, 525.17 feet to a point for comer,
Thence North 86° 50' 18" East, 525.03 feet to a point for comer;
Thence North 85° 45' S 1" East, 1311.76 feet to a point for corner;
Thence North 83° 33' 49" East, 266.05 feet to a point for corner;
Thence North 86° 03' 27" East, 282.14 feet to a point for comer;
Thence North 71° 39' 36" East, 581.65 feet to a point for corner;
Thence South 48° 53' 19" East, 154.97 feet to the POINT OF BEGINNING and containing 2.349 acres of land.
LJA Engineering & Surveying, Inc.
~ l a • V _-_ LY I~ ~~~~~D'iv'
Page 2 of 2 ~''`"'
June 4, 1999
Job No. 4591-0002
DESCRIPTION OF
3.238 ACRE
PROPOSED 20.0 UTILITY EASEMENT
All that certain tract or parcel containing 3.238 acres of land in the Robert Stevenson Survey, Abstract No. 54,
Brazos County, Texas, being part of that certain tract called 734.96 acres conveyed to Timothy J. Crowley by an
instrument of record in Volume 1415, Page 74, of the Official Records of Brazos County (B.C.O.R) and being more
particularly described by metes and bounds as follows, all bearings referenced to the Texas Coordinate System, Central
Zone;
COMMENCING for reference at the most westerly corner of Lot 2, Block 1, of South Park Estates Phase One,
a subdivision of record in Volume 795, Page 259, B.C.O.R, same being an interior corner of said 734.96 acre tract;
Thence South 63 ° 03' 31" East, 138.90 feet along the southerly line of said Lot 2 and a northerly line of said
734.96 acre tract to a point on the proposed northerly right-of--way line of State Highway 40, varying width, and the
POINT OF BEGINNING of the herein described tract;
Thence South 63° 03' 31" East, 21.28 feet continuing with said southerly and northerly lines to a point for
corner,
Thence South 46° 53' 34" West, 866.42 feet departing said southerly and northeriy lines to a point for comer,
Thence South 48° 41' S4" West, 975.32 feet to a point for comer,
Thence South 51 ° 36' 26" West, 241.64 feet to a point for corner,
Thence South 56° 33' 00" West, 239.02 feet to a point for comer,
Thence South 61 ° 44' 46" West, 245.49 feet to a point for corner,
Thence South 82° 35' l6" West, 105.44 feet to a point for corner,
Thence South 70° l2' 34" West, 252.12 feet to a point for comer,
Thence South 56° 47' S4" West, 126.80 feet to a point for corner;
:.. : ~ ~_~.. , ti.z.._._~._.._~._.... _.,~ :. s
Page 1 of 3 ~~O 0~~ ~ ~~,~
3.238 acres
Thence South 77° 03' S3" West, 245.55 feet to a point for corner,
Thence South 87° 06' 48" West, 225.48 feet to a point for corner,
Thence South 86° 28' 49" West, 262.26 feet to a point for corner;
Thence South 85° 45' S1" West, 393.48 feet to a point for corner,
Thence South 85° 11' 29" West, 656.45 feet to a point for corner,
Thence South 87° 11' 47" West, 131.38 feet to a point for comer,
Thence South 85° 45' S1" West, 1049.54 feet to a point for corner,
Thence South 85 ° 17' 12" West, 393.79 feet to a point for corner,
June 4, 1999
Job No. 4591-002
Thence South 86° 14' 30" West, 663.97 feet to a point for corner on a westerly line of said 734.96 acre tract
and on an easterly line of that certain tract called 217.5 acres conveyed to Gary Seaback by an instrument of record in
Volume 2597, Page 186, B.C.O.R;
'T'hence North 42° 45' 13" East, 29.06 feet with said westerly and easterly line to a point for corner on the
proposed northerly right-of--way line of the aforesaid State Highway 40;
Thence with the proposed northerly right-of--way line of State Highway 40 the following seventeen (17)
courses;
1) North 86° 14' 30" East, 642.72 feet to a point for comer,
2) North 85° 17' 12" East, 393.71 feet to a point for corner,
3) North 85 ° 45' S 1" East, 1049.87 feet to a point for corner,
4) North 87° 11' 47" East, 131.28 feet to a point for corner,
5) North 85 ° 11' 29" East, 656.20 feet to a point for corner, ~j
.... .. ~..: a .s-,m.z.-.,~..~~~~
Page 2 of 3
3.238 acres
6) North 85 ° 45' S 1" East, 393.70 feet to a point for corner,
7) North 86° 28' 49" East, 262.49 feet to a point for corner,
8) North 87° 06' 48" East, 223.83 feet to a point for corner,
9) North 77° 03' S3" East, 240.22 feet to a point for corner;
10) North 56° 47' S4" East, 125.57 feet to a point for corner,
11) North 70° 12' 34" East, 256.64 feet to a point for corner,
12) North 82° 35' 16" East, 103.93 feet to a point for corner,
13) North 61 ° 44' 46" East, 240.91 feet to a point for corner,
June 4, 1999
Job No. 4591-002
14) North 56° 33' 00" East, 237.25 feet to a point for corner,
15) North 51 ° 36' 26" East, 240.27 feet to a point for comer,
16) North 48° 41' S4" East, 974.50 feet to a point for comer,
17) North 46° 53' 34" East, 858.84 feet to the POINT OF BEGINNING and containing 3.238 acres of
land
LJA Engineering & Surveying, Inc.
~~ 3 ~
Page 3 of 3
~' ' LOT 2
SOUTH PARK ESTATES %'
PHASE ONE /~
VOL. 75~. PG. 2~9 ~
,~ ~ i ~ ,~
B.C.O .R. O
~~
~ ~~
~''
P.
2.349 AC. a
O.C. _ _~, ~;
ESMT ~ ~<~~r~F
3.238 AC. ESMT \, ~... ''i
P.O.B.
3.238 AC. ESMT.
~~ ,~ ,~
_.,~~ ~ ~'
CALLED 734.96 ACRES a ~~~
TIMOTHY J. CROWLEY
VOL.l4/5 PG. 74 ~`~
B.C.OR.
~~
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A~
~~
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~'~ ~~
5
/ ,
~~ ;"~,'.
~,~~iP~ ~~ , ~`~ Scope r - 300'
3~~ 5~~
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2.349 AC. ESMT.
NOTES
I. NIOeorinps referenced fo the Texas Coordinate System,
South Central Zone.
EXHIBIT SHOWING
LOCATION OF TWO
PROPOSED UTILITY EASEMENTS
WITHIN THE RIGHT-OF-WAY
OF PROPOSED STATE HIGHWAY 40
CROSSING THE
TIMOTHY J. CROWLEY TRACT
IN THE
ROBERT STEVENSON SURVEY, A-54
BRAZOS COUNTY, TEXAS
c
w~~ilBlY ,
~m~8 ~~~~ ~~~~~~
MAY 2000 JOB N0. 4591-0002
PAGE I OF 3
WA ~pY~eainD & 8weyha , hc. ".~
2929 BrlorDOrk Orive
Suite 500
Houston. Texoe TT0~2-370] Phone 713.953.5200
fox 113.953.5026
__
c:~dgmcrow-ey.dgn nnay. «, zuuu 10:
ROBERT STEVENSON SURVEY
A-~4
N
Scole r 300'
\ 3.238 ACRES
PROPOSED --~
UTILITY EASEMENT
~~.SSE
r N ~~E Neroc+sE 2~p22'
NBS~S'5rE 22J8J' S
J9J70' 225.8' 2,5 }'53w
26216' S87'os,~,w, 5'~
N85'Ir2gE 65620' ~ J .~.
~ 656.5' S85'~5'Sr-~' S86'28'~9'w
585'Ir29w'
U _
ROPOSED STATE HIGHWAY 40
~~ P
----- N s2rE
~nr73',9'E ~ 282J~' _
586~OJ'2'n-'
2.349 ACRES
PROPOSED
UTILITY EASEMENT
CALLED 734.96 ACRES
T /MOT HY J. CROW LEY
VOL.14/5 PG.74
B.C.O.R.
~~
;~ ~
~ ~~
,,,~" ;~~~Q~~.
,.
~~ ~
NaTES
I.AII Deorlnps referenced to the! Texas Coadlnote System.
South Cenlrol Zone.
LINE TABLE
AIM Burl Otstanc~
1
2 56703.3i'E___
Sa73S' 16'r _ 21.2!',___
105. N'
556'7• S~'r 126. a0•_
~ setll•~T•r Is_1. 3e•
_
S N~?'~S• 13' E 2 .06'
6 Netll•~T•E 131.2!•
7
N56'~1•S~'E _
125.57
-e __ N873S' 16_E _
5~ T• ~ r _ 103.93'_ _
2 .01'
10 N1 1 r I ~
II N1 ~I ~'
1 1 1 I ~ T'
EXH181T SHOWING
LOCATION OF TWO
PROPOSED UTILITY EASEMENTS
WITHIN THE RIGHT-OF-WAY
OF PROPOSED STATE HIGHWAY 40
CROSSING THE
TIMOTHY J. CROWLEY TRACT
IN THE
R08ERT STEVENSON SURVEY. A-54
BRAZOS COUNTY. TEXAS
i-~ i ~ 0T ,,,_~~M __ __. - _
~g®... ~....,.of -~ Paa~~
MAY 2000 J08 N0. 4591-0002
PAGE 2 OF 3
LJA & Swe hc. `J.~
2929 Br I orpork Or I ve Fa~e T 13. 953. 5026
Sulte 500
Houston. TexOa 77012-3703
ROBERT STEVEN~ON SURVEY
A-54
Scale r 300'
CALLED 2 17.5 ACRE
GARY ~EABACK
VOL. 2597 PG. 186
B.C.O.R.
,-
~~~~, ' 1
NBSR'12E
JgJ7r
6.vr
~ Jam, J9J79'
585~'12w
CALLED 734.96 ACRES
T/MOTHY J. CROWLEY
VOL.l4l5 PG.74
B.CAR.
3.238 ACRES
PROPOSED
UTILITY EASEMENT ~
{
PROPOSED STATE HIGHWAY 40
sss•s5r-r 52e9J'
2.349 ACRES
PROPOSED
UTILITY EASEMENT'
CALLED 734.96 ACRES
TIMOTHY J. CROWLEY
VOL.14/5 PG.74
B.C.OJ3.
NOTES
1. All Deorinps re%renced to tli! Texas Coordinate System.
South Centro! Zone.
EXHIBIT SHOWING
LOCATION OF TWO
PROPOSED UTILITY EASEMENTS
WITHIN THE RIGHT-OF-WAY
OF PROPOSED STATE HIGHWAY 40
CROSSING THE
TIMOTHY J. CROWLEY TRACT
IN THE
ROBERT STEVENSON SURVEY, A-54
BRAZOS COUNTY, TEXAS
MAY 2000 J08 N0. 4591-0002
PACE 3 OF 3
~~ ®.. .,~.0~ `3 ~
........._...~'~p ~
WA C-n8heerlnp & 8urveyhp, inc. L,.~
2929 Briorpork Orive Phone 713.953.5200
Su I to 500 Fox T t 3. 957. 5026
Houston, Texaa TT012-3703
c:~dgn~crowley.agn
METES AND BOUNDS DESCRII'"1'IUN
OI' A 162.5172 ACRE "CRAG"I' OF LAND
OUT OF 'TIIE ROBERT S7~EVENSON SURVEY, A-54
BRAZOS COUNTY, "I~EXAS
All that tract or parcel of [and lying and being situated in Brazos County, 'Texas, and being
situated in the Robert Stevenson Survey, A-54, and being a part of the same tract of land
described in a deed to Timothy J. Crowley, as recorded in Volume 1415, ['age 74, of the
Brazos County Official Records, and now more particularly described as IoUows:
BEGINNING at a 5/8" iron rod set for the southernmost corner of a Wallace Phillips
153.5049 tract, also being the easternmost corner of the Pauline Grant Diebel tract, as
recorded in Volume 1934, Page 157, of the Brazos County Official Records, also bcing in
the northwest right-of--way line of Greens Prairie Road;
'TIIENCE North 48°05'00" West, a distance of 3487.24 feet along the common line
between said Wallace Phillips tract and the said lliebel tract to a 1 /2" iron rod found at the
westernmost corner of this tract, also being the southermnost corner of a 158 acre tract
owned by Beverly J. Furrer, Patricia J. Vogel, and 'Thomas L. Brown, as recorded in
Volume 854, Page 57, of the B.C.O.R.;
TIIENCE North 42°38' 11" East, a distance of 879.83 feet along the said Furrer tract to a
fencepost found for corner;
THENCE North 42°36'00" East, a distance of 714.22 feet along the said Furrer tract to a
fencepost found for corner;
THENCE North 42°59'31" East, a distance of 667.98 feet along the said Furrer tract, and
then along the common line between this tract and the Gary Seaback tract, as recorded in
Volume 2957, Page 186, of the B.C.O.R. to a fencepost found for corner;
THENCE North 42°46'28" East, a distance of 185.71 feet along the said Seaback tract to a
highway monument found for the northwest corner of this tract, being in the south right-of-
way line of the proposed State Iligliway Number 40;
'I'Il(ENCE severing the sttid Wttllttce Phillips trttct, and along the said higltiway right-of-wny
North 85°28'58" East, a distance of 995.53 feet to a highway monument found For the
PLACE OF BEGINNING; -
THENCE North 85°28'58" East, a distance of 491.88 feet to a point for corner;
TIIENCE North 85°45'51" East, a distance of 524.93 feet to a point for corner;
TIIENCE North 86°50' 18" East, a distance of 525.03 feet to a point for cornet;
'THENCE North 85°45'51" East, a distance of 1078.81 feet to a point [or corner;
'TIIENCE around a curve to the right having a delta angle of 81°1 1' 19", an arc distance of
56.68 feet, a radius of 40.00 feet, and a chord of South 44°49'47" East, a distance of 52.06
feet to a point for corner;
'TIIENCE South 04°14'08" East, a distance of 210.00 feet to a point for cornet;
'TIIENCE South 05°57'05" East, a distance of 482.69 feet to a point for corner;
THENCE around a curve to the right having a delta angle of 42° 13'03", an arc distance of
895.25 feet, a radius of 1215.00 feet, and a chord of South 16°SG29" West, a distance of
875.14 feet to a point for corner;
TIIENCE South 41°00'23" West, a distance of 282.73 feet to a point for corner;
THENCE South 41°04'37" West, a distance of 145.80 feet to a barb-wire fence for corner;
'THENCE South 40°44'40" West, a distance of 91.85 feet to a fencepost found for corner;
THENCE South 42°54' 17" West, a distance of 1020.52 feet to a fencpost found for corner;
THENCE South 43°15'51" West, a distance of 45.90 feet to a fencepost (Druid for corner;
'THENCE South 43°46'32" West, a distance of 183.17 feet to a fencpost found for corner;
THENCE South 40°26'40" West, a distance of 243.77 feet to a fencepost found for corner;
TIIENCE South 41°02.'57" West, a distance of 128.03 feet to a point for corner;
'THENCE North 48°00'07" West, a distance of 854.71 feet to a point for corner;
THENCE North 40°45'44" West, a distance of 181.10 feet to a point for corner;
THENCE around a curve to the left having a delta angle of 14°10'48", an arc distance of
206.65 feet, a radius of 835.00 feet, and a chord of North 42°08'52" East, a distance of
206.13 feet to a point for corner;
TIIENCE North 35°03'28" East, a distance of 430.50 feet to a point for corner;
TIIENCE around a curve to the right having a delta angle of 09°21' 10", an arc distance of
81.62 feet, a radius of 500.00 feet, and a chord of North 39°44'03" L•'ast, a distance of 81.53
feet to a point for corner;
THENCE North 44°24'37" East, a distance of 134.73 feet to a point for corner;
THENCE North 45°35'23" West, a distance of 70.00 feet to a point for cornet;
THENCE South 44°24'37" West, a distance of 134.73 feet to a point for corner;
Th[ENCE around a curve to the left having a delta angle of 09°21' 1 U", an arc distance of
93.04 feet, a radius of 570.00 feet, and a chord of South 39°44'03" West, a distance of
92.94 feet to a point for corner;
THENCE South 35°03'28" West, a distance of 430.50 leer to a point for corner;
THENCE around a curve to the right having a delta angle of 71 °45' 12", an arc distance of
955.68 feet, a radius of 763.12 feet, and a chord of South 70°49'57" West, a distance of
894.44 feet to a point for corner;
TIIENCE North 73°17'27" West, a distance of 2.72 feet to a point for corner;
THENCE North 28°43'37" East, a distance of 38.66 feet to a point for corner;
"THENCE North 29°13'59" West, a distance of 43.98 feet to a point for corner;
THENCE North 13°24'57" West, a distance of 80.17 feet to a point for corner;
TIIENCE North 07°31' 14" East, a distance of 47.75 feet to a point for corner;
THENCE North 00°16'25" East, a distance of 56.67 feet to a point for comer;
TIIENCE North 10°08'56" East, a distance of 76.18 feet to a point for cvrner;
THENCE North 22°53'29" East, a distance of 73.641eet to a point for corner;
TIIENCE North 46°18'46" West, a distance of 131.92 leer to a point for corner;
THENCE North 38°35'23" West, a distance of 58.08 feet to a point for corner;
THENCE North 12°11'34" West, a distance of 29.06 feet to a point for corner;
THENCE North 06°03'01" East, a distance of 50.94 feet to a point for corner;
THENCE North 16°06' 13" West, a distance of 35.95 feet to a point for corner;
'THENCE North 26° 18' 12" West, a distance of 79.63 feet to a point for corner;
T>EIENCE North 04°38'07" East, a distance of 65.71 feet to a point for corner;
THENCE North 09°46'41" East, a distance of 60.88 feet to a point for corner;
THENCE North 30°13'04" East, a distance of 37.41 feet to a point for corner;
THENCE North OS°22' 18" East, a distance of 45.48 feet to a point for corner;
THENCE North 02°07' 11" West, a distance of 62.22 feet to a point for corner;
THENCE North 07°07' 14" West, a distance of 61.88 feet to a point for corner;
THENCE North 18°41'57" East, a distance of 56.81 feet to a point for corner;
THENCE North 23°55'58" East, a distance of 63.60 feet to a point for corner;
THENCE North 41°38'51" East, a distance of 43.64 feet to a point for corner;
THENCE North 85°53'40" East, a distance of 70.88 feet to a point for corner;
THENCE North 55°10'28" East, a distance of 37.18 feet to a point for corner;
THENCE North 25°08'02" East, a distance of 65.64 feet to a point for corner;
THENCE North 08°13'45" East, a distance of 83.85 feet to a point for corner;
THENCE North 29°08' 12" East, a distance of 33.01 feet to a point for corner;
THENCE North 56°06'38" East, a distance of 81.23 feet to a point for corner;
THENCE North 39°12'40" East, a distance of 156.35 feet to a point for corner;
THENCE North 26°31'33" East, a distance of 65.49 feet to a point for corner;
THENCE North O1°22'35" West, a distance of 69.52 feet to a point for corner;
THENCE North 04°18'58" West, a distance of 26.58 feet to a point for corner;
THENCE North 60°22'03" West, a distance of 40.45 feet to a point for corner;
THENCE North 16°25'37" West, a distance of 46.57 feet to a point for corner;
THENCE North 30°43'04" East, a distance of 19.58 feet to a point for corner;
THENCE North 78°51'06" East, a distance of 68.12 feet to a point for corner;
THENCE South 70° 15' 12" East, a distance of 52.77 feet to a point for corner;
THENCE North 43°31'51" East, a distance of 55.71 feet to a point for corner;
THENCE North 16°29'35" West, a distance of 96.41 feet to a point for corner;
THENCE North 47°40'22" East, a distance of 50.49 feet to a point for corner;
THENCE North 46°32'53" East, a distance of 52.35 feet to a point for corner;
THENCE North 04°17'48" East, a distance of 52.03 feet to a point for corner;
THENCE North 46°53'44" West, a distance of 27.86 feet to a point for corner;
TIIENCE North 31°02'50" West, a distance of 49.91 feet to a point for corner;
THENCE North 15°05'38" West, a distance of 78.01 feet to a point for corner;
THENCE North O1°31'21" West, a distance of 24.84 feet to a point for corner;
THENCE North 72°09'53" East, a distance of 90.34 feet to a point for corner;
THENCE North 82°10' 15" East, a distance of 40.38 feet to a point for corner;
THENCE North 16°18'50" East, a distance of 42.72 feet to a point for corner;
THENCE North 43°28'29" West, a distance of 22.05 feet to a point for corner;
THENCE North 29°58'25" West, a distance of 31.36 feet to a point for corner;
THENCE North 20°13'29" West, a distance of 39.51 feet to the PLACE OF
BEGINNING containing 7079250 square feet or 162.5172 acres.
Bante Carlomag o ~' ~ ' ~ : ~'
Texas Register Profess' ~s,:• ~,>,~Gt'-v~~`~~~t
Lan4LSur~eyor No. 1562 ~ ~°-,~^~ °`~~";:";_„°'`"°`~`i`~.~
~ ~ ~ ~:,.., ti.~ ,
20204-Ol.doc `~ ~,~: ~ r ~~, `~` ~:>~.
06-21-2000 ~~^R:~'' ~ '~°r;.=~~~,~~.,,",-'~?
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