HomeMy WebLinkAbout4-11-2002-10.06 - Resolution - 04/11/2002 RESOLUTION DETERMINING NEED
RESOLUTION NO. 4 -11- 2002 -10.06
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS, DETERMINING A PUBLIC NECESSITY TO ACQUIRE A FEE SIMPLE
INTEREST IN CERTAIN PROPERTY; GIVING NOTICE OF AN OFFICIAL
DETERMINATION TO ACQUIRE A FEE SIMPLE INTEREST IN PROPERTY FOR THE
LONGMIRE SOUTH EXTENSION PROJECT; AND ESTABLISHING PROCEDURES FOR
THE ACQUISITION OF A FEE SIMPLE INTEREST IN THE PROPERTY.
WHEREAS, it is necessary to establish procedures for determining the establishment and
approval of just compensation for each of the parcels in which to acquire a right -of -way for the
Longmire South Extension Project; and
WHEREAS, there may be improvements located on some of the real property in which a fee
simple interest is acquired for this Project, and such improvements may be required to be
removed, moved or demolished prior to the beginning of the Project;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of College Station,
Texas:
PART 1: That the City Council of the City of College Station, Texas, hereby officially
determines that there is a public necessity for the Longmire South Extension Project,
and the public welfare and convenience will be served by the acquisition of a fee
4100 simple interest in properties referenced as Numbers 1 -4 in Exhibit "A" attached
hereto and made a part hereof for all purposes as part of the Longmire South
Extension Project.
PART 2: That the City Manager is hereby authorized to contract, on behalf of the City of
College Station, with a professional appraiser for the appraisal services, with a
professional real estate agent to act as a land agent for the City and with attorneys for
preparation of title opinions needed by the City from time to time in connection with
acquisition of a fee simple interest in property for the Longmire South Extension
Project.
PART 3: That the City's Land Agent or other staff appraiser is hereby authorized and directed
to examine the independent appraisal reports as they are submitted to the City to
determine whether said appraisal reports are supported by sufficient data. Based
upon such examination of said appraisal reports, the Land Agent or other appraiser
shall make a recommendation to the City Manager as to the establishment and
approval of the amount of the just compensation for a fee simple interest in said
parcels.
PART 4: After consideration of said recommendation, the City Manager shall establish and
approve the amount determined for acquisition of a fee simple interest in the parcels.
PART 5: That the City Council determines that it will waive or partially waive paving
assessments against parcels abutting the roadway from which any portion of said
parcel is needed by the City for the right -of -way if the property owner dedicates the
portion of the property necessary for the right -of -way to the City. The City Manager
411110 may execute said waivers on behalf of the City of College Station where the value of
the assessment is comparable to the portion of the property acquired for the right -of-
Resolution No. 4 -11- 2002 -10.06 Page 2
way or where the value of the assessment is used to offset the value of the portion of
Now the property acquired.
PART 6: Upon establishment and approval by the City Manager of the amount of just
compensation for the acquisition of a fee simple interest in the property the City's
Land Agent is authorized to communicate a written offer to the owners of said parcels
for the acquisition of a fee simple interest in said parcels at the full amount
determined and established to be just compensation therefore and to negotiate with
said owners on behalf of the City.
PART 7: That the Mayor after approval by City Council is hereby authorized to execute all
documents necessary to acquire the fee simple interest in each of the parcels needed
for said Project, on behalf of the City of College Station.
PART 8: That the City Manager be and is hereby authorized to sell any such surplus
improvements, or order the demolition thereof, if any, located on the real property
acquired in connection with this Project.
PART 9: That this resolution shall take effect immediately from and after its passage.
ADOPTED this 11 day of April, A.D. 2002.
ATTEST: APPROVED:
4110
N / t
CONNIE HOOKS, City Secretary LYNN cILHANEY, Mayor/
APPROVED:
f E- Signed by Roxanne Nemcik .. with
City Attorney
4110
Number 1
FIELD NOTES
CITY OF COLLEGE STATION
PROPOSED RIGHT -OF -WAY
FOR
LONGMIRE DRIVE EXTENSION
TRACT NO. 1
1.085 ACRES
OUT OF THE MYRTLE L. TOLSON
CALLED 25.6 ACRE TRACT
VOLUME 3115, PAGE 35
ROBERT STEVENSON SURVEY, A - 54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
MARCH 15, 2002
All that certain lot, tract or parcel of land being 1.085 acres situated in the ROBERT STEVENSON
SURVEY, Abstract No. 54, City of College Station, Brazos County, Texas and being a part of that
certain Called 25.6 acre tract as described in deed from R. B. Tolson to Myrtle L. Tolson of record
in Volume 3115, Page 35, Official Records of Brazos County, Texas, said 1.085 acre tract being
more particularly described in two (2) tracts by metes and bounds as follows:
TRACT NO. 1A - 1.036 ACRES
BEGINNING at a 1/2" Iron rod with cap set in the occupied northwest line of said Remainder of
Called 25.6 acre tract and the southeast right -of -way line of Graham Road for the most northerly
Ow corner;
THENCE S 3 ° 24 1 30 " E, with the proposed northeasterly right -of -way line of said LONGMIRE
DRIVE a distance of 35.25 feet to a 1/2" Iron rod with cap set for angle point;
THENCE S 48 ° 35 ' 00 " E, continuing along said proposed northeasterly right -of -way line a
distance of 39.84 feet to a 1/2" Iron rod with cap set for the point of curvature in said proposed
northeast right -of -way line of said LONGMIRE DRIVE;
THENCE continuing along said proposed northeasterly right -of -way line around a curve in a
clockwise direction having a delta angle of 38 ° 16 ' 44 ", an arc distance of 358.37 feet, a radius of
536.41 feet, and a chord of S 29 ° 26 " E, a distance of 351.74 feet to a 1/2" Iron rod with cap
set for the point of tangency of said curve;
THENCE S 10 ° 18 ' 17 " E, continuing along said proposed northeasterly right -of -way line a
distance of 208.94 feet to a 1/2" Iron rod with cap set in the northwest line of the Oakwood Custom
Homes Group Ltd. Called 19.57 Acre Tract as described in Volume 4475, Page 85 for the
southeast corner, said corner being S 41 ° 40 ' 41 " W a distance of 360.12 feet from a ' /z" Iron
Rod found for an interior corner of said Called 19.57 acre tract;
THENCE S 41 ° 40 ' 41 " W, along the northwest line of said Called 19.57 acre tract a distance of
85.55 feet to a 1/2" Iron rod with cap set for the most southerly corner, said corner being
N 41 '40 ' 41 " E a distance of 98.08 feet from a l/" Iron Rod found for a west corner of said
Called 19.57 acre tract;
Number 1
THENCE along the southwesterly right - of - way line of said proposed LONGMIRE DRIVE around a
curve in a clockwise direction having a delta angle of 05 ° 39 ' 07 ", an arc distance of 52.78 feet,
a radius of 535.00 feet, and a chord of N 13 ° 07 ' 50 " W, a distance of 52.75 feet to a 1/2" Iron
rod with cap set for the point of tangency of said curve;
THENCE N 10 ° 18 ' 17 " W, continuing along the southwesterly right -of -way line of said proposed
LONGMIRE DRIVE a distance of 208.94 feet to a 1/2" Iron rod with cap set for a point of curvature
in said right -of -way line;
THENCE continuing along the southwesterly right -of -way line of said proposed LONGMIRE
DRIVE around a curve in a counterclockwise direction having a delta angle of 38 ° 18 ' 44 ", an arc
distance of 311.61 feet, a radius of 466.41 feet, and a chord of N 29 ° 26 ' 38 " W, a distance of
305.84 feet to a 1/2" Iron rod with cap set for the point of tangency of said curve;
THENCE N 48 ° 35 ' 00 " W, continuing along the southwesterly right -of -way line of said proposed
LONGMIRE DRIVE a distance of 39.98 feet to a 1/2" Iron rod with cap set for angle point;
THENCE S 86 ° 35 ' 30 " W, a distance of 35.36 feet to a 1/2" Iron rod with cap set in the occupied
Remainder of said Called 25.6 acre tract and the southeasterly right -of -way line of Graham Road
for the most westerly comer;
THENCE N 41 ° 35 ' 30 " E, along the southeast right -of -way line of said GRAHAM ROAD a
distance of 119.92 feet to the PLACE OF BEGINNING CONTAINING AN AREA OF 45106 square
feet or 1.036 ACRES OF LAND MORE OR LESS.
TRACT NO. 1 B • 0.049 ACRES
'glow — BEGINNING at a 1/2" Iron rod found in the southeast line of said Called 25.6 acre tract for the
most easterly comer, said comer being an interior comer of said Called 19.57 acre tract;
THENCE S 41 ° 40 ' 41 " W, along the southeast line of said Called 25.6 acre tract and the
northwest line of said Called 19.57 acre tract a distance of 31.74 feet to a 1/2" Iron rod with cap
set for the most southerly comer, said comer being N 41 ° 40 ' 41 " E a distance of 14.26 feet from
a '/" Iron Rod found for a west comer of said Called 19.57 acre tract;
THENCE N 34 ° 56 ' 33 " W, along the southwesterly right -of -way line of said proposed
LONGMIRE DRIVE a distance of 137.14 feet to a 1/2" Iron rod with cap set for the most northerly
comer, said comer being located in a southwest line of said Called 19.57 acre tract, same being
located S 48 ° 19 ' 19 " E a distance of 286.58 feet from a %" Iron Rod found for a west comer of
said Called 19.57 acre tract:
THENCE S 48 ° 19 ' 19 " E, along a southwest line of said Called 19.57 acre tract a distance of
133.42 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 2117 square feet or
0.049 OF ONE ACRE MORE OR LESS.
BOTH TRACTS COMBINED CONTAINING A TOTAL AREA OF 1.085 ACRES OF LAND MORE
OR LESS, according to a survey performed during March, 2002, under the supervision of H. Curtis
Strong, Registered Professional Land Surveyor No. 4961. For north orientation and adjoiner
information, see accompanying plat.
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Fnd. 6" Wood Post NOTES,
Occupied North Corner North Orientation IS based on rolalinq the Proposed Mont-of-Way
\\,,
Remainder of Catted 25.6 Ac Lines lo the Deed Colts in the First AmernCon Bonk Called 8.48 Acre
in
Tract in Volume 2716. Poge 38.
ro
N •i 0 p , . Denotes 1/2 w /cop set.
w ' �� This IS 0 Right -of -way taking survey. Any easements that moy
xo c r„ Fnd. I /2" I.R. apply to this parcel has not been shown.
^ t , 0 0R.536.41' Interco( Corner of
r
m
le' , }y .3896'44- Called 19.57 Ac. This survey matches the plat culls of relative angles and distances
r O , ti .Q 0.35937• for Bridle Gates Estates Phase One. A rotobon factor of 3'07'27"
= y , b 7.186.16' in A CIO ce, st direction will place this survey on the some bearing SCALE: 1" 100•
/
(✓ LC.351.74' .• system os Bridle Gate Estates Phase One.
CB_S 29'26'38" E o
O ti
4 MYRTLE L. TOLSON i 1. H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961.
0
a •� PART OF CALLED 25.6 ACRES e; DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A SURVEY
3115/35 n MADE ON THE GROUND UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO
_ • m TRACT IA iv THE BEST OF MY KNOWLEDGE. SURVEYED MARCH. 2002.
a 1.036 ACRES _
G .5,106 s.1. e 3 OF
. '0 • . •
si
e H. CURTIS STRONG, RPLS 4961 � � r•4o15T8 ' \
d;° O .1.
• OAKWOOD CUSTOM HOMES GROUP LTD. t, I •"' •' ..;e]R�� «�tv)
N
a•400.4r
iV 0.38"16'44 O /0 o i6 v.
PART OF CALLED 19.57 ACRES , �� \ < t • 4' •1 r •: e
o 8 L =311.61• O,. F 4475/85 ��y= ;�ES1 °•y0 e
T.161.87 O d •1� S
• 8UFi
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c o LC.305 Oh SOB 30
E n C8.5 29'2678 E 1 r+y a I
m • /0 %i . f �2 PROPO BRrpL I
E 0 o N Z N f /31
No H4 SF �47f Frr I
MYRTLE L. TOLSON ?0 32 r REC 4 „s o PART OF CALLED 25.6 ACRES es• as 33
od . 3 115/ 35 op 34
W op
35
•
37
� 36
4 CITY OF COLLEGE STATION P
z PROPOSED RIGHT -OF -WAY 8.535.00 m Lo i
O OPp fD
FOR D= 05'39'07' m Don/
o
L -52.7 m ---._ OM1RE E I a. z' La. Ice
LONGMIRE DRIVE EXTENSION T.26.41
S ne Ia'IO E w20.00' 7 1/2- Mlerior Corner ot�
TRACT NO. 1 LC.52.75 Called 19.57 A:.
CB =N 13 W c R
1.085 ACRES F n d . 1/2" I.R. for 0 N 2 34 . 56'33 - W 137.14'• TRACT IR 133.42' O RR0a0SED (ONOMrHE
OUT OF THE MYRTLE L TOLSON west Corner of Coiled 0.049 ACRES °Sr Vf
CALLED 25.6 ACRE TRACT 19.57 Ac. 2117 3.1.
VOLUME 3115, PAGE 35 s 414041 w 31 74' 59.97 wil 1673 &Wryest Dr. Ste. A102 N 41'40'41" E .14.26• ( R_535.00'
ROBERT STEVENSON SURVEY, A • 54 ST RONG 8, Y.r4 Texas 77802 - 11 35.00
COLLEGE STATION, BRAZOS COUNTY, TEXAS URV Fa ( 736 Fnd I/2' lot o
9 6 west corner of Collect — L =103.24'
SCALE 1 ' = 100' MARCH 15.2002 emak csttongworcybercom 19.57 Ac. 7.51.78
LC =103.na
L .iegwnN
Number 2
FIELD NOTES
CITY OF COLLEGE STATION
PROPOSED RIGHT -OF -WAY
FOR
LONGMIRE DRIVE EXTENSION
TRACT NO. 2
1.637 ACRES
OUT OF THE OAKWOOD CUSTOM HOMES GROUP, LTD.
REMAINDER OF CALLED 19.57 ACRE TRACT
VOLUME 4475, PAGE 82
ROBERT STEVENSON SURVEY, A • 54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
MARCH 15, 2002
All that certain lot, tract or parcel of land being 1.637 acres situated in the ROBERT STEVENSON SURVEY,
Abstract No. 54, City of College Station, Brazos County, Texas and being a part of that certain Called 19.57
acre tract as described in deed from OCC Construction Corporation d /b /a Oakwood Custom Homes to
Oakwood Custom Homes Group, Ltd. of record in Volume 4475, Page 82, Official Records of Brazos
County, Texas, said 1.637 acre tract being more particularly described in two (2) tracts by metes and
bounds as follows:
TRACT NO. 2A • 1.377 ACRES
BEGINNING at a 1/2" Iron Rod found for the most southerly corner, said corner being the most southerly
corner of said Called 19.57 acre tract, said comer being an interior comer of the JK Development L.L.P.
Called 21.00 acre tract as described in Volume 2539, Page 71;
THENCE N 48 ° 19 ' 19 " W, along the most southerly west line of said Called 19.57 acre tract and the most
northerly northeast line of said Called 21 .00 acre tract a distance of 658.77 feet to a 1/2" Iron Rod found for
a west comer of said Called 19.57 acre tract, for an exterior corner, said corner being the most westerly
north comer of said Called 21 .00 acre tract, said comer also being located in the southeast line of the
Tolson Called 25.6 acre tract as described in Volume 3115, Page 35;
THENCE N 41 ° 40 ' 41 " E, along a northwest line of said Called 19.57 acre tract and the southeast line of
said Called 25.6 acre tract a distance of 46.00 feet to a 1/2" Iron Rod found for an interior comer, said comer
being an interior corner of said Called 19.57 acre tract;
THENCE N 48 ° 19 ' 19 " W, along a southwesterly line of said Called 19.57 acre tract a distance of 133.42
feet to a 1/2" Iron Rod set for angle point, said comer being located in the southwest right -of -way of
Proposed LONGMIRE DRIVE;
THENCE N 34 ° 56 ' 33 " W, along said proposed southwest right -of -way line a distance of 127.44 feet to a
1/2" Iron Rod set for the beginning of a curve;
THENCE continuing along said proposed southwest right -of -way line around a curve in a clockwise direction
having a delta angle of 18 ° 59 ' 09 ", an arc distance of 177.28 feet, a radius of 535.00 feet, and a chord of
N 25 ° 26 ' 58 " W, a distance of 176.47 feet to a 1/2" Iron Rod set in the northwest line of said Called 19.57
acre tract for the most northerly west corner, said corner being located N 41 ° 40 ' 41 " E a distance of 98.08
feet from a ' /s" Iron Rod found for the most westerly corner of said Called 19.57 acre tract;
THENCE N 41 ° 40 ' 41 " E, along the northwest line of said Called 19.57 acre tract a distance of 85.55 feet
to a 1/2" Iron Rod set for the most northerly comer, a %Z' Iron Rod found for an interior comer of said 19.57
acre tract bears N 41 ° 40 ' 41 " E a distance of 360.12 feet;
Number 2
THENCE along the proposed northeasterly right -of -way line of said LONGMIRE DRIVE around a curve in a
counterclockwise direction having a delta angle of 24 ° 38 ' 16 " an arc distance of 199.95 feet, a radius of
1 "" 465.00 feet, and a chord of S 22 ° 37 ' 25 " E, a distance of 198.42 feet to a 1/2" Iron Rod set for the point of
tangency of said curve;
THENCE S 34 ° 56 ' 33 " E, continuing along said proposed northeast right -of -way line a distance of 355.43
feet to a 1/2" Iron Rod set for the beginning of a curve;
THENCE continuing along said proposed northeast right -of -way line around a curve in a counterclockwise
direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 89.73 feet, a radius of 465.00 feet, and a
chord of S 40 ° 28 ' 13 " E, a distance of 89.59 feet to a 1/2" Iron Rod set for the point of tangency of said
curve;
THENCE S 45 ° 59 ' 55 " E, continuing along said proposed northeast right -of -way line a distance of 469.27
feet to a 1/2" Iron Rod set in the southeast line of said Called 19.57 acre tract, said comer also being located
in a northwest line of said Called 21 .00 acre tract, a 1 /2 Iron Rod found for the most southerly east comer of
said Called 19.57 acre tract bears N 48 ° 11 ' 41 " E a distance of 575.85 feet;
THENCE S 48 ° 11 ' 41 " W, along the southeast line of said Called 19.57 acre tract and a northwest line of
said Called 21.00 acre tract a distance of 30.28 feet to the PLACE OF BEGINNING AND CONTAINING AN
AREA OF 60005 square feet or 1.377 ACRES OF LAND MORE OR LESS.
TRACT NO. 2B - 0.260 ACRES
BEGINNING at a 1/2" Iron Rod found for the most westerly corner, said comer being the most westerly
comer of said Called 19.57 acre tract;
THENCE N 41 ° 40 ' 41 " E, along the northwest line of said Called 19.57 acre tract a distance of 98.08 feet
to a 1/2" Iron Rod set in the proposed southwesterly right -of -way line of said LONGMIRE DRIVE for the
most northerly comer, a ' /2" Iron Rod found for an interior corner of said Called 19.57 acre tract bears N 41 °
40 ' 41 " E a distance of 445.67 feet;
THENCE with said proposed southwesterly right -of -way line around a curve in a counterclockwise direction
having a delta angle of 18 ° 59 ' 09 ", an arc distance of 177.28 feet, a radius of 535.00 feet, and a chord of
S 25 ° 26 ' 58 " E, a distance of 176.47 feet to a 1/2" Iron Rod set for the point of tangency of said curve;
THENCE S 34 ° 56 ' 33 " E, continuing along said proposed southwesterly right -of -way line a distance of
127.44 feet to a 1/2" Iron Rod set in the southwest line of said Called 19.57 acre tract for the most southerly
comer, said comer being N 48 ° 19 ' 19 " W a distance of 133.42 feet from a 'h" Iron Rod found for an
interior comer of said Called 19.57 acre tract;
THENCE N 48 ° 19 ' 19 " W, along a southwest line of said Called 19.57 acre tract a distance of 286.58 feet
to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 11336 square feet or 0.260 ACRES OF
LAND MORE OR LESS.
BOTH TRACTS COMBINED CONTAINING A TOTAL AREA OF 1.637 ACRES OF LAND MORE OR LESS,
according to a survey performed during March, 2002, under the supervision of H. Curtis Strong, Registered
Professional Land Surveyor No. 4961. For north orientation and adjoiner information see accompanying
plat.
OF
9 E tR 74
0:�O
4 4 4
7673 Briarr�est Dr Sty A102 i _ ` <' v •
T+f ;r;:.0.- North Orientation is based on rotating the Proposed Right -ot -Way
K' Bryan, 77802 _
0 _ ° T m� Lines to the Deed Calls in the First American Bonk Coiled 8.48 Acre
= Phone (979) 776 to Volume 2716, Page 38.
✓+ € a U RV EYE N G Fax (979) 731 -0096
Ml
e r alk CS[rOrlgO[xC C -.coq H J • Denotes 1/2" I.R. w /Cop set.
n
1�
e
\ 7:
This is 0 Right - of -Woy taking survey. Any eosements Ihol moy E
i .5 opply to this parcel has not been shown.
_ 1,- 30
` 1 I
i 3t / for Bridle GoteS Estates Phase O A rotation f . This surv matches the plat tolls of r angl and dist ances — ~
° One. roaion actor of 307'27'
IN a PR o a
in a clockwise direction will place this survey th
z OP OSEO y on e some bearing
6:465.00' eRrg I " system as Bridle Gate Estates Phase one. SC ALE: 1 - 100 .F.%)
D.24 P G a
ce Nq5 4TE
T. 55' 32 H07 R ED O D f p Fs rgyE S OAKWOOD CUSTOM HOMES GROUP LTD.
LC.198.42' 33 PART OF CALLED 19.57 ACRES PROPOSED mot( GATE ESTATES rye+
in
in
n =N CB 22•3725 34 W 4475/85 PHASE TW _ I
NOT
5 RECORDED o 0
37
TRACT 24 36
1 ACRES o
W 60.005 s.l. 38 12 ^ 11
R :465.00'
in
o O ��0 LO 56
L. 4 34. 4%33. IS 14 13
f a e ' °Ri 33- E T :45.00' 11
• TRACT 28 3 55.43. LC. 89.59'
026 ACRES N J1.36'33- C8 =N 40 W o
z 11, 336 s.t. W
6 1819'19" W
N 48.1919' W 286.58' 133.42' S 4Y59'
z
End. 1/2' IA. —N 41.40•41' E - 46.00' �+`� E 469.27'
Neal Westerly Cann
End. V2' I.R. S 48.1741' W - 30 J /
19.57 Ac. Tract N 4�IA19 7'
An Interior Comer of
6.535.00' 19.57 Ac. Traci Fna. 1/2 I.R.
Dd8'59.09- Fnd. 1/2' LR. •
1d7728' A West Corner of
7.89.16' 19.57 Ac. Tract JK DEVELOPMENT. L.L.P.
LC.176.4T CALLED 21.00 ACRES
CB=N 2526'58' W 2379/71
MYRTLE L. TOLSON
PART OF CALLED 25.6 ACRES
3115/35 CITY OF COLLEGE STATION
L H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR No. 4961, PROPOSED RIGHT-OF-WAY
00 HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS Of A SURVEY FOR
MADE ON THE GROUND UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO FOR VTR
THE BEST OF NY KNOWLEDGE. SURVEYED MARCH, 2002. LONGMIRE DRIVE E/� 1 LNSION
i � ' `
�. , o F = TRACT NO. 2
H. CURT•S STRONG. RPLS 4961 ; /��• IL, 1.637 ACRES
%•. OUT OF THE OAKWOOD CUSTOM HOMES GROUP, LTD.
r
e,, t ; REMAINDER OF CALLED 1957 ACRE TRACT
!� 0 4961 . `" '•` VOLUME 4475, PAGE 82
•. ; o
y� ROBERT STEVENSON SURVEY A • 54
, • 4' o - .. % ° —r i COLLEGE STATION, BRAZOS COUNTY, TEXAS
�„ euRj SCALE 1 ' =1o0' MARCH 1S_ ?on?
Z iegwnN
Number 3
FIELD NOTES
CITY OF COLLEGE STATION
PROPOSED RIGHT -OF -WAY
FOR
LONGMIRE DRIVE EXTENSION
TRACT NO. 3
1.047 ACRES
OUT OF THE JK DEVELOPMENT, L.L.P.
REMAINDER OF CALLED 21 .00 ACRE TRACT
VOLUME 2539, PAGE 71
ROBERT STEVENSON SURVEY, A - 54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
MARCH 15, 2002
All that certain lot, tract or parcel of land being 1.047 acres situated in the ROBERT STEVENSON
SURVEY, Abstract No. 54, City of College Station, Brazos County, Texas and being a part of that
certain Called 21 .00 acre tract as described in deed from Kenneth L. Neatherlin and James R.
Jackson to JK Development, L.L.P. of record in Volume 2539, Page 71, Official Records of Brazos
County, Texas, said 1.047 acre tract being more particularly described by metes and bounds as
follows:
BEGINNING at a 1/2" Iron Rod found for an interior corner, said corner being an interior corner of
said Called 21 .00 acre tract and also being the most southerly corner of the Oakwood Custom
Homes Group Ltd. Called 19.57 acre tract;
THENCE N 48 ° 11 ' 41 " E, along the most southerly northwest line of said Called 21 .00 acre tract
and the southeast line of said Called 19.57 acre tract a distance of 30.28 feet to a 1/2" Iron Rod
set for an exterior corner, said corner being located in the proposed northeasterly right -of -way line
of LONGMIRE DRIVE, a Fence Corner Post found for the occupied most easterly north comer of
said Called 21 .00 acre tract bears N 48 ° 11 ' 41 " E a distance of 888.99 feet:
THENCE S 46 ° 37 ' 47 " E, along said proposed northeast right -of -way line a distance of 423.36
feet to a 1/2" Iron Rod set in the southeast line of said Called 21 .00 acre tract for the most easterly
comer, said corner being located in the northwest line of the Peyton Waller Called 22.796 acre
tract as described in Volume 327, Page 90, a Fence Comer Post found for the occupied most
easterly comer bears N 44 ° 02 ' 44 " E a distance of 872.37 feet;
THENCE S 44 ° 02' 44 " W, along the southeast line of said Called 21 .00 acre tract and the
northwest line of said Called 22.796 acre tract a distance of 70.00 feet to a 1/2" Iron Rod set in the
proposed southwest right -of -way line of said LONGMIRE DRIVE for the most southerly corner, a
Fence Corner Post found for the occupied most southerly corner of said Called 21 .00 acre tract
bears S 44 ° 02 44 " W a distance of 480.13 feet;
THENCE N 46 ° 37 ' 47 " W, along said proposed southwest right -of -way line a distance of 422.92
feet to a 1/2" Iron Rod set for angle point in said right -of -way;
THENCE N 45 ° 59 ' 55 " W, continuing along said proposed southwest right -of -way line a distance
of 469.65 feet to a 1/2" Iron Rod set for the beginning of a curve;
It
Number 3
THENCE continuing along said proposed southwest right -of -way line around a curve in a
.,,,, clockwise direction having a delta angle of 11 ° 03 ' 22 ", an arc distance of 103.24 feet, a radius of
535.00 feet, and a chord of N 40 ° 28 ' 13 " W, a distance of 103.08 feet to a 1/2" Iron Rod set for
the point of tangency of said curve;
THENCE N 34 ° 56 ' 33 " W, continuing along said proposed southwest right -of -way line a distance
of 29.20 feet to a 112" iron Rod set in the most westerly northeast line of said Called 21 .00 acre
tract for the most northerly corner, said corner being located in a southwest line of said Called
19.57 acre tract;
THENCE S 48 ° 19' 19 " E, along the most westerly northeast line of said Called 21 .00 acre tract
and a southwest line of said Called 19.57 acre tract a distance of 598.80 feet to the PLACE OF
BEGINNING AND CONTAINING AN AREA OF 45605 square feet or 1.0469 ACRES OF LAND
MORE OR LESS, according to a survey performed during March, 2002, under the supervision of
H. Curtis Strong, Registered Professional Land Surveyor No. 4961. For north orientation and
adjoiner information see accompanying plat.
OF
�P + V . s f
•,H RATt. "1,, 4: '�,y
ter'
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� 9, s s, . �y r
IMEM
4 4
NOTES: \
North Orientation is based on rotating the Proposed Right- of -Woy
Linos lo the Deed Colts in the First American Bonk Coped 8.48 Acre
Tract in Volume 2716. Poge 36.
I
• OsnOtes I /2 1. R . w /Cap set. •
This is 9 Right -of -Way taking survey. Any •as•m•nts that may ~ I -
apply to this parcel hos not Men shown.
This survey matches the plot calls of relative angles and distances • c -
for Bridle Gates Esiotes Phase One. A rotation factor of 3'07'27" ° II c ~
in g clockwise direction will place this survey on the some beoring c4 SCALE: 1 = 100' ° e
system as Bridle Gals Eslot•s Phose one. OAKW00D CUSTOM HOMES GROUP LTD. a:, u
PART OF CALLED 19.57 ACRES t 0 O
I °o
4475/85 4— 1 4�
I o ==
PROPOSED ORIOLE GATE ESTATES o c ° °
PHASF TWO
34 NOT RECORDED m) 1 I JK DEVELOPMEN L.L.P. � �
35
447 \ �� PART OF CALLED 21.00 ACRES m;, -
38 12 W ` J I 2539/71 I W a
I N
IS t4 13 ° o
f - e
Y i
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mr
=E
P '0
O P ROPO SE • S 46'3T47 E 42336' Z E .7 w
D LO/y Mir N _ ARE OR ryE S 481919' E 656.77' TOTAL N 48•r41 E , 30.26 l • = 1
W Fnd. I /Z' I.R. f o r TRACT 3
Interior Corner or
\ S 48•x'19' E 398.80' 1.047 ACRES b ° i a a
o Called 21.00 Acre Tract 45.605 s.i. ti 2 N ry
• O rn
wd R =333.00' N 45•�p'S_5 W 409 F o
oni D =P03'22
1- 0 L 103.24' N 463747' W 422.92 0 j �� T•31.78
,,r•': V
Way, LC.103.08 JK DEVELOPMENT, L.L.P. • w
c4 CB =N 40 w PART OF CALLED 21.00 ACRES S a
Z o N 34'56'33' W . 29.20 2539/71 co i.
Fat l /2 I.R. CITY OF COLLEGE STATION 3° a • H
R Most Northerly Comer e1 PROPOSED RIGHT -OF -WAY e� Z
a. Coiled 21.00 Acre Traci F 4R. x g= ..-•
1, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961. 1 0 °
0
00 'Mite' CERTFY 7H47 DOS ') X1.1 4Fff4Ffi F THE RrSuiTs OF A SURVEY A ` LONGMIRE DRIVE EXTENSION ° o
rt
MADE ON THE GROUND UNDER MY SUPERVISION AND IS TRI.Et AND CORRECT TO TRACT NO. 3 -° I
THE BEST OF MY KNOWLEDGE. SURVEYED MARCH. 2002. 1 047 A p W
i 1T • 1 •\ 1.047 CR 0 u
� A e k . , , OUT OF THE JK DEVELOPMENT, L.L.P.
It CURTIS STRONG, RPLS 4961 CALLED 21 ACRE TRACT = �
— "" VOLUME 2539, PAGE 7 1
1; ,
1
STRUR°VEYINGNG mo t , `� • .o + . ' ' / ROBERT STEVENSON SURVEY, A • 54
Phony (om) "x'636 RE• • ` °•• y °✓ COLLEGE STATION BRAZOS COUNTY, TEXAS N
'mat r onvtr: u c, mrt ��• ........ 1 SCALE 1 ' = 100' MARCH 15, 2002 T
1
g iegwnN
Number 4
FIELD NOTES
CITY OF COLLEGE STATION
PROPOSED RIGHT -OF -WAY
FOR
LONGMIRE DRIVE EXTENSION
TRACT NO. 4
0.64 ACRES
OUT OF THE PEYTON WALLER
CALLED 22.796 ACRE TRACT
VOLUME 327, PAGE 90
ROBERT STEVENSON SURVEY, A . 54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
MARCH 15, 2002
All that certain lot, tract or parcel of land being 0.64 acres situated in the ROBERT STEVENSON
SURVEY, Abstract No. 54, City of College Station, Brazos County, Texas and being a part of that
certain Called 22.796 acre tract as described in deed from Joseph S. Osoba and wife Mildred L.
Osoba to Peyton Waller, Volume 327, Page 90, Deed Records of Brazos County, Texas, said 0.64
acre tract being more particularly described by metes and bounds as follows:
BEGINNING at a %" Iron Rod found in the southeast line of said Called 22.796 acre tract for the
most easterly corner, said corner being the most northerly corner of the existing LONGMIRE
DRIVE right -of -way, said corner also being the most westerly corner of Lot 4, Block 1 of the
SPRINGBROOK - CYPRESS MEADOW Subdivision as described in Volume 1597, Page 65, a
5/8" Iron Rod found for the most easterly corner of said Called 22.796 acre tract bears
N 41 ° 13 ' 53 " E a distance of 883.63 feet;
THENCE S 41 ° 13'53 " W, along the southeast line of said Called 22.796 acre tract a distance of
fir► 70.05 feet to a %2' Iron Rod found for the most southerly corner, said corner being the most
westerly corner of said existing LONGMIRE DRIVE right -of -way, said corner also being the most
northerly corner of Lot 3, Block 10 of the SPRINGBROOK - CYPRESS MEADOW PHASE II
Subdivision as described in Volume 2354, Page 261, a 5/8" Iron Rod found for the most southerly
corner of said Called 22.796 acre tract bears S 41 ° 13' 53 " W a distance of 1425.18 feet;
THENCE N 46 ° 37 ' 47 "W, along the proposed southwest right -of -way line of LONGMIRE DRIVE
a distance of 400.27 feet to a ' /2" Iron Rod with cap set in the northwest line of said Called 22.796
acre tract for the most westerly corner, said comer being located in the southeast line of the JK
Development, L.L.P. Called 21 .00 acre tract as described in Volume 2539, Page 71, a Fence
Corner Post for angle point in said Called 22.796 acre tract bears S 44 ° 02 ' 44 " W a distance of
480.13 feet;
THENCE N 44 ° 02 " E, along the northwest line of said Called 22.796 acre tract and the
southeast line of said Called 21 .00 acre tract a distance of 70.00 feet to a W Iron Rod with cap set
in the proposed northeast right -of -way line of said LONGMIRE DRIVE for the most northerly
corner, a Fence Corner Post found for the occupied most northerly corner of said Called 22.796
acre tract bears N 44 6 02 ' 44 " E a distance of 872.37 feet;
THENCE S 46 ° 37 ' 47 " E, along said proposed northeast right -of -way line a distance of 396.83
feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 27899 square feet or 0.64
ACRES OF LAND MORE OR LESS, according to a survey performe car March, 2002 under
the supervision of H. Curtis Strong, Registered Professional Land ::' 4961. For north
orientation and. adjoiner information see accompanying plat. ... F .., • �\
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fl J , t P 17.1/1 s.1. o LONOMIRE DRIVE /EXISTING/
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k 327/90 ; m h 1 8
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I
l N. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961, - O •��
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A SURVEY ���
MADE ON THE GROUND UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO r
THE BEST OF MY KNOWLEDGE. SURVEYED MARCH. 2002. /�•. tigt
H. CURTIS STRONG, RPLS 4961 ,�~ + 4 1 r. •
NOTES: CITY OF COLLEGE STATION
North Orientation is based on rotating the Proposed Right -of -Way PROPOSED RICHT•OF•WAY
Lines to the Dead Coils In the First American Bank Called 8.48 Acre FOR
Tract In Volume 2718, P•pe 38. LONCMIRE DRIVE EXTENSION
. Denotes 1/2' I.R. w /Cop set. TRACT NO. 4
This IS survey. Any easements !hot may 0.640 ACRES
apply to this parcel hos not been shown. OUT OF THE PEYTON WALLER
CALLED 22.796 ACRE TRACT
1 5 1177 8flucyelr w se. A102
VOLUME 327, PACE 90
STRONG 114),.1, e (PM 77602 ROBERT STEVENSON SURVEY, A 54
►hon 77Il17I COLLEGE STATION, BRAZOS COUNTY, TEXAS
URV In f171/ 77....1. S CALE 1 • =100' MARCH 15, 2002
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