HomeMy WebLinkAbout12-15-2005-13.19 - Resolution - 12/15/2005RESOLUTION DETERMINING NEED
RESOLUTION NO. 12-15-2005-13.19
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS, DETERMINING A PUBLIC NECESSITY TO ACQUIRE A PUBLIC UTILITY
EASEMENT INTEREST IN CERTAIN PROPERTY; GIVING NOTICE OF AN OFFICIAL
DETERMINATION TO ACQUIRE A PUBLIC UTILITY EASEMENT INTEREST IN
PROPERTY FOR THE WATER SERVICE EXTENSION PROJECT; AND ESTABLISHING
PROCEDURES FOR THE ACQUISITION OF A PUBLIC UTILITY EASEMENT 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 public utility
easement interest for the WATER SERVICE EXTENSION PROJECT; and
WHEREAS, there may be improvements located on some of the real property in which a public
utility easement interest is acquired for this Project, and such improvements may be required to
be 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 Water Service Extension Project,
and the public welfare and convenience will be served by the acquisition of a public
utility easement interest in the properties referenced as Numbers 1 — 10 in EXHIBITS
"A" and "B" attached hereto and made a part hereof for all purposes, as part of the
Water Service Extension Project, for the purpose of extending the City's water
service to the Arrington Road, Highway 6 area.
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 public utility easement interest in property for the Water Service
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 public utility easement 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 public utility easement interest in
the parcels.
Resolution No. 12-15-2005-13.19 Page 2
PART 5: Upon establishment and approval by the City Manager of the amount of just
compensation for the acquisition of a public utility easement interest, the City's Land
Agent is authorized to communicate a written offer to the owners of said parcels for
the acquisition of a public utility easement 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. If the amount of compensation is in excess of
$50,000.00, the offer shall be contingent on City Council approval.
PART 6: That the Mayor after approval by City Council is hereby authorized to execute all
documents necessary to acquire a public utility easement interest in each of the
parcels needed for said Project, on behalf of the City of College Station.
PART 7: 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 8: That this resolution shall take effect immediately from and after its passage.
ADOPTED this d. o , A.D. 2005.
ATTEST: APPROVED:
,05, -Pyr ' 0'44157 Jr -;i
et,/ Aterge4 7:0-;13ck,
COMIE HOOKS, City Secretary RON SILVIA, Mayor
APPROVED:
City Attorney
EXHIBIT "A"
0.640 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF A CALLED 5.53 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 5655, PAGE 227
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.640 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain. called 5.53 acre tract of land as described in deed to D M C Corporation
recorded in Volume 5655, Page 227 of the Official/Deed Records of Brazos County, Texas
(O./D.R.B.C.T.); said 0.640 of one acre of land being more particularly described by metes and
bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
easterly corner, same being the calculated most easterly corner of said D M C Corporation called
5.53 acre tract of land and the calculated most northerly corner of the Grady N. Arnold, Jr.
remainder of the called 4.00 acre tract as described in deed recorded in Volume 3714, Page 57
(O./D.R.B.C.T.), from which point a 1/2" Iron Rod found bears S 36°04'42" W a distance of 0.38
feet, and from which point a 1/2" Iron Rod found at an interior ell corner of said Arnold called 4.00
acre tract and at an exterior ell corner of said D M C Corporation called 5.53 acre tract bears
S 36°04'42" W a distance of 46.51 feet and S 29° 40' 05" W a distance of 42.17 feet;
THENCE, S 36 ° 04 ' 42 " W, along the line common to said Arnold called 4.00 acre tract and said
D M C Corporation called 5.53 acre tract of land, a distance of 20.00 feet to a point for the most
easterly southeast corner, same being a point in a southwest line of the herein described 20 foot
wide strip of land and being a line 20 feet southwest of, measured at right angles to, and parallel to
said southwest right-of-way line of State Highway No. 6 and the northeast line of said D M C
Corporation called 5.53 acre tract of land;
THENCE, N 54 ° 24 ' 27 " W, across and through said D M C Corporation called 5.53 acre tract,
along said line 20 feet southwest of, measured at right angles to, and parallel to said southwest
right-of-way line of State Highway No. 6 and said northeast line of the D M C Corporation called
5.53 acre tract of land, a distance of 768.22 feet to a point for an interior ell comer, same being a
point in a line 20 feet southeast of, measured at right angles to, and parallel to the southwest
cutback line of said southwest right-of-way line of State Highway No. 6 and the southeast right-of-
way line of Greens Prairie Road and of a northwest line of said D M C Corporation called 5.53 acre
tract of land;
THENCE, S 66 ° 35 ' 27 " W, continuing across and through said D M C Corporation called 5.53
acre tract, along said line 20 feet southeast of, measured at right angles to, and parallel to said
southwest cutback line of the southwest right-of-way line of State Highway No. 6 with the
southeast right-of-way line of Greens Prairie Road and of a northwest line of said D M C
Corporation called 5.53 acre tract of land, a distance of 88.98 feet to a point for an interior ell
corner, same being a point in a line 20 feet east of, measured at right angles to, and parallel to the
west line of said D M C Corporation called 5.53 acre tract of land, same being the northwesterly
projection of the east right-of-way line of Arrington Road;
THENCE, S 02 ° 37 ' 30 " E, continuing across and through said D M C Corporation called 5.53
acre tract, along said line 20 feet east of, measured at right angles to, and parallel to the west line
of said D M C Corporation called 5.53 acre tract of land and said northwesterly projection of the
east right-of-way line of Arrington Road, a distance of 509.54 feet to a point for the most southerly
southeast corner, same being a point in a south line of said D M C Corporation called 5.53 acre
tract of land, same being a north line of the John B. (Sonny) Ellen, 111 called 5.00 acre tract as
described in deed recorded in Volume 433, Page 20 (O./D.R.B.C.T.), and from which point a 3/4"
iron rod found at an interior ell corner of said D M C Corporation called 5.53 acre tract and at an
exterior ell corner of said Ellen called 5.00 acre tract bears N 82 ° 34 ' 03 " E a distance of 425.91
feet;
THENCE, S 82 ° 34 ' 03 " W, along the line common to said D M C Corporation called 5.53 acre
tract and said Ellen called 5.00 acre tract, a distance of 20.07 feet to a point for the southwest
corner in the aforesaid east right-of-way line of Arrington Road, same being the aforesaid west line
of the D M C Corporation called 5.53 acre tract of land;
THENCE, N 02 ° 37 ' 30 " W, along said west line of the D M C Corporation called 5.53 acre tract
and the east right-of-way line of Arrington Road and its northwesterly projection, a distance of
525.02 feet to a point for the northwest comer at the most westerly northwest corner of said D M C
Corporation called 5.53 acre tract of land and being a point in the aforesaid southwest cutback line
of the southwest right-of-way line of State Highway No. 6 with the southeast right-of-way line of
Greens Prairie Road;
THENCE, N 66 ° 35 ' 27 " E, along said southwest cutback line of the southwest right-of-way line
of State Highway No. 6 with the southeast right-of-way line of Greens Prairie Road and with a
northwest line of said D M C Corporation called 5.53 acre tract of land, a distance of 114.10 feet to
a point for the northeast corner at the most northerly northeast corner of said D M C Corporation
called 5.53 acre tract of land, same being the southeast cutback corner of said southwest cutback
line of the southwest right-of-way line of State Highway No. 6 with the southeast right-of-way line
of Greens Prairie Road;
THENCE, S 54 ° 24 27 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of the D M C Corporation called 5.53 acre tract of land, a distance of 779.70 feet to
the PLACE OF BEGINNING, and containing 27856 square feet or 0.640 of one acre of land, more
or less, according to a survey performed on the ground in August, 2004, under the supervision of
Horace Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north
orientation and other information, see accompanying plat.
P933:ACAD1412005Friese-Nichols WaterJoblasmtFNAMaparractl.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA, USING COLLEGE STATION
MONUMENTATION.
L
olc. Corner
0111111a MINS
S 66'35'27" W 88.98'
STATE HIGHWAY 6
S 54'24'27" E 779.70'
3HO
11101111•1 41111
0.640 Ac.
N 54'24'27" W 768.22'
D M C Corporotion
Coiled 5.53 Acs.
Volume 5655, Poge 227
3HO
P.O.B.
CoIc. Corner
I/2' Iron Rod brs.
S 36'04'42" W 0.38'
S
ti
ARRINGTON RD.
0
•
TRONG 1722
Broadmoor, Suite 105 Bryan, Texas 77802
Phona (979) 776-9836
ij URVEYING Fax (979) 731-0096
email curtisostrongsurveying.com
33—C:\ACAD14\2005,Friese—Nichols_Woter—Jobs\EsmtFNsarMopsNTO1 ' 30.dwg
John 8. (Sonny) Ellen. 111
Called 5.00 Acs.
Volume 433. Poge 20
3 H 0
26.3r
Fnd. V2' Iron Rod
36.04.42' W
(Coll S36.04'4rW 46.10,1'010
S 29'40.05' W 42.17'
(Coif S 29.4645' W 42.171
Grady N. Arnold, Jr.
Rem. of Called 4.00 Ac.
3714/57
Ref. 1622/178
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
EXHIBIT"B"
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.640 OF ONE ACRE
OUT OF THE
DMC CORPORATION
CALLED 5.53 ACRE TRACT
VOLUME 5655, PAGE 227
S. W. ROBERTSON SURVEY, A - 202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 100' AUGUST, 2004
EXHIBIT "A"
0.070 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF THE REMAINDER OF A CALLED 4.00 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 3714, PAGE 57
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.176 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of the remainder of that certain called 4.00 acre tract of land as described in deed to
Grady N. Arnold, Jr., recorded in Volume 3714, Page 57 of the Official/Deed Records of Brazos
County, Texas (O./D.R.B.C.T.); said 0.070 of one acre of land being more particularly described by
metes and bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly corner, same being the calculated most northerly comer of said Arnold remainder of the
called 4.00 acre tract of land and the calculated most easterly comer of the D M C Corporation
called 5.53 acre tract as described in deed recorded in Volume 5655, Page 227 (O./D.R.B.C.T.),
from which point a 1/2" Iron Rod found bears S 36°04'42" W a distance of 0.38 feet, and from
which point a 1/2" Iron Rod found at an interior ell corner of said Arnold called 4.00 acre tract and
at an exterior ell corner of said D M C Corporation called 5.53 acre tract bears S 36°04'42" W a
distance of 46.51 feet and S 29° 40' 05" W a distance of 42.17 feet;
THENCE, S 54 ° 24 ' 27 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of -said Arnold remainder of the called 4.00 acre tract of land, a distance of 23.30
feet to a point for angle point;
THENCE, S 59 ° 55 ' 40 " E, continuing along said southwest right-of-way line of State Highway
No. 6 and said northeast line of the Arnold remainder of the called 4.00 acre tract of land, a
distance of 128.02 feet to a point for the most easterly corner at the calculated most easterly
comer of said Arnold remainder of the called 4.00 acre tract of land and. at the calculated most
northerly corner of the Crown Castle GT Company LLC called 1.729 acre tract as described in
deed recorded in Volume 4167, Page 290 (O./D.R.B.C.T.), and from which point a 1" Iron Pipe
found at the west corner of said Crown Castle GT Company LLC called 1.729 acre tract at an
angle point on the southeast line of said Arnold called 4.00 acre tract of land bears S 32°00'48" W
a distance of 650.59 feet;
THENCE, S 32 ° 00 48 " W, along the line common to said Arnold called 4.00 acre tract and said
Crown Castle GT Company LLC called 1.729 acre tract, a distance of 20.01 feet to a point for the
most southerly corner, same being a point in the southwest line of the herein described 20 foot
wide strip of land and being a line 20 feet southwest of, measured at right angles to, and parallel to
said southwest right-of-way line of State Highway No. 6 and said northeast line of the Arnold called
4.00 acre tract of land;
THENCE, across and through said Arnold remainder of the called 4.00 acre tract, along said line
20 feet southwest of, measured at right angles to, and parallel to said southwest right-of-way line
of State Highway No. 6 and said northeast line of the Arnold remainder of the called 4.00 acre tract
of land, the following courses:
1.) N 59 ° 55 ' 40 " W, a distance of 128.31 feet to a point for angle point; and,
2.) N 54 ° 24 ' 27 " W, a distance of 24.44 to a point for the most westerly corner in the
northwest line of said Arnold called 4.00 acre tract and in the southeast line of the aforesaid D M C
Corporation called 5.53 acre tract of land;
THENCE, N 36 ° 04 ' 42 " E, along the line common to said Arnold called 4.00 acre tract and said
D M C Corporation called 5.53 acre tract of land, a distance of 20.00 feet to the PLACE OF
BEGINNING, and containing 3041 square feet or 0.070 of one acre of land, more or less,
according to a survey performed on the ground in August, 2004, under the supervision of Horace
Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north orientation and
other information, see accompanying plat.
P933;ACAD1412005Friese-Nichols WaterJobslEsmtFNs&Maperract2.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA, USING COLLEGE STATION
MONUMENTATION.
P.O.B.
Colc. Corner
1/2" Iron Rod brs.
S 36"04'42" W 0.38'
OHE
D M C Corp.
Called 5.53 Ac.
5655/227
W laJ
co
O N
N �
Nr •
o
2c0
oZ
Fnd. 1/2" Iron Rod
S 54°24'27" E
23.30' 02,
9°55.0. E 128.
s 5 OHE OHE
OHE ..
0.- wr
20.00'
26.51'
i
.070 Acre
1 g055'41
N 54°24'27" W 24.44'
20.01'
w 128.31
Grady N. Arnold. Jr.
Rem. Called 4.00 Ac.
3714/57
�---S 29°40'05" W 42.17' Ref. 1622/178
1CoIJ S 33'06'00" W-41.49')
Fnd. 1/2" Iron Rod
Int. Ell cor. Call. 4.00 Acs.
& Ext. Ell cor. Coll. 5.53 Acs.
L
coo 00
•0
OM
• to
co
N
STATE H1GHW AY 6
Colc. Corner coll. 4.00 Ac.
8 No.rr. coll. 1.729 Ac.E
S 59°55'40" OHE HE
0
co
0
0
N
OHE
OHE
.106 Acre
5 °55'40" w
Crown Castle GT Compony LLC
Called 1.729 Ac.
4167/290
Ref. 2138/287
Fnd. I" Iron Pipe II angle
pnt. on SE Line CoII. 4.00 Acs.
13 W cor. Coll. 1.729 Acs.
235.24HE
.—�
227rte,75'
Fnd. 5/8" Iran Rod RI ongle
pnt. on SE Line Coll. 1.729 Acs.
W cor. Coll. 1.70 Acs.
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
SPhone
TRONG7722 Broadmoor, Suite 105 Bryan Texas 77802
URVEYING (979) 776-9836 737-0096
P933-C=\ACADl4\2005\Friese-Nichots_ Water-Jobs\Esr►tFNs&Ma
\ TO2_ 31.dws
0HE
Colc. Corner
5/8" Iron Rod brs.
0.22'
S 52'11'21" W
OHE
Hughes Oilfield
Operations, Inc.
Colc. 1.70 Ac. Rem.
of Called 12.801 Acs.
y 3690/283
0
0
EXHIBIT
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.070 OF ONE ACRE
OUT OF THE
GRADY N. ARNOLD JR.
REMAINDER OF CALLED 4.00 ACRE TRACT
VOLUME 3714, PAGE 57
S. W. ROBERTSON SURVEY, A - 202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE f = 40' AUGUST, 2004
EXHIBIT "A"
0.106 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF A CALLED 1.729 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 4167, PAGE 290
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.106 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain called 1.729 acre tract of land as described in deed to Crown Castle GT
Company LLC recorded in Volume 4167, Page 290 of the Official/Deed Records of Brazos
County, Texas (0.10. R. B.C.T.); said 0.106 of one acre of land being more particularly described by
metes and bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly corner, same being the calculated most northerly comer of saki Crown Castle GT
Company LLC called 1.729 acre tract of land and the calculated most easterly corner of the Grady
M. Arnold, Jr. remainder of the called 4.00 acre tract as described in deed recorded in Volume
3714, Page 57 (0./D.R.B.C.T.), and from which point a 1" Iron Pipe found at the west corner of
said Crown Castle GT Company LLC called 1.729 acre tract and at an angle point in the southeast
line of said Arnold called 4.00 acre tract bears S 32° 00' 48" W a distance of 650.59 feet;
THENCE, S 59 ° 55 ' 40 " E, along said southwest right-of-way line of State Highway No. 6 and
said northeast line of the Crown Castle GT Company LLC called 1.729 acre tract of land, a
distance of 235.20 feet to a point for the most easterly corner at the calculated most easterly
corner of said Crown Castle GT Company LLC called 1.729 acre tract of land and at the calculated
most northerly corner of the Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre
remainder of a called 12.801 acre tract as described in deed recorded in Volume 3690, Page 283
(0./D.R.B.C.T.), from which point a 5/8" Iron Rod found bears S 52°11'21" W a distance of 0.22
feet, and from which point a 5/8" Iron Rod found at the west comer of said Baker Hughes Oilfield
Operations, Inc. approximate 1.70 acre tract at an angle point on the southeast line of said Arnold
called 4.00 acre tract of land bears S 52°11'21" W a distance of 327.33 feet;
THENCE, S 52 ° 11 ' 21 " W, along the line common to said Arnold called 4.00 acre tract and said
Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre tract, a distance of 21.59 feet to a
point for the most southerly corner, same being a point in the southwest line of the herein
described 20 foot wide strip of land and being a line 20 feet southwest of, measured at right angles
to, and parallel to said southwest right-of-way line of State Highway No. 6 and said northeast line
of the Crown Castle GT Company LLC called 1.729 acre tract of land;
THENCE, N 59 ° 55 ' 40 " W, across and through said Crown Castle GT Company LLC called
1.729 acre tract, along said line 20 feet southwest of, measured at right angles to, and parallel to
said southwest right-of-way line of State Highway No. 6 and said northeast line of the Crown .
Castle GT Company LLC called 1.729 acre tract of land, a distance of 227.75 feet to a point for the
most westerly corner in the northwest line of said Crown Castle GT Company LLC called 1.729
acre tract and in the southeast line of the aforesaid Arnold called 4.00 acre tract of land;
THENCE, N 32 ° 00 ' 48 " E, along the line common to said Amold called 4.00 acre tract and said
Crown Castle GT Company LLC called 1.729 acre tract of land, a distance of 20.01 feet to the
PLACE OF BEGINNING, and containing 4630 square feet or 0.106 of one acre of land, more or
less, according to a survey performed on the ground in August, 2004, under the supervision of
Horace Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north
orientation and other information, see accompanying plat.
P933:ACAD1412005Friese-Nichols_WaterJobstEsmtFNs&MapslTract3.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA, USING COLLEGE STATION
MONUMENTATION.
P.O.B.
Colc. Corner
1/2" Iron Rod brs.
S 36'04'42" W 0.38'
OHE
S 54°24'27" E
23.30'
S 59°55'40" E
OHE OHE
D M C Corp.
Coiled 5.53 Ac.
5655/227
W w
ID
O &
co v
N �
M O
•
z
oz
V
Fnd. 1/2" Iron Rod
20.00'
-"\.. 26.5r
.070 Acre
N 5g°0 W
N 54°24'2755" '4W 24.44'
128.02'
OHE
20.01'
128.31
Grody N. Arnold, Jr.
Rem. Coiled 4.00 Ac.
3714/57
---S 29°40'05" W 42.17' Ref. 1622/178
(Call S 33°06'00" W-41.49')
Fnd. I/ " Iron Rod
Int. EII cor. Call. 4.00 Acs.
8 Ext. Ell cor. Coll. 5.53 Acs.
L
STATE HIGHWAY 6
Colc. Corner
E. cor. Rem. caylol�.729 . 4.0Ac. Ac.
a No. cot.
OHE
mm
OO
0 k
N
1,1
S35'04
OHE
°51,35.. E 235.111[Cott. S 56
S 59°55'40" E 235.20,��---�OHE
WOW.
.106 Acre ..•
r
..' 40" W 227.75,
N 59°55
Crown Castle GT Company LLC
Called 1.729 Ac.
4167/290
Ref. 2138/287
Fnd. 1" Iron Pipe angle
pnt. on SE Line CaII. 4.00 Acs.
W cor. Call. 1.729 Acs.
Fnd. 5/8" Iron Rod IM angle
pnt. on SE Line Call. 1.729 Acs.
W cor. Call. 1.70 Acs.
OHE
Calc. Corner
5/8" Iron Rod brs.
S 52'11.21" W 0.22'
—�-- 21.59'
N
3"?
d' r
O �ryN
hib
0Z)
y
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
7721 Broadmoor, Suite SOSS = s
TRONG Bryan, Texas 7802
Phone(979) 776-9836
URVEYING Fax (9 9) 731-0096ernat
-
P933 --C: \ACADl4 \2005\Friese-Mchots_ Water -Jobs \EsntFNs&Mop ‘ TO3_ 32.dwg
Baker Hughes Oilfield
Operations, Inc.
Colc. 1.70 Ac. Rem.
of Called 12.801 Acs.
3690/283
EXHIBIT
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.106 OF ONE ACRE
OUT OF THE
CROWN CASTLE GT COMPANY LLC
CALLED 1°729 ACRE TRACT
VOLUME 4167, PAGE 290
S. W. ROBERTSON SURVEY, A - 202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 40' AUGUST, 2004
EXHIBIT "A"
0.097 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF THE APPROXIMATE 1.70 ACRE REMAINDER
OF A CALLED 12.801 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 3690, PAGE 283
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.097 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain approximate 1.70 acre remainder of a called 12.801 acre tract of land as
described in deed to Baker Hughes Oilfield Operations, Inc. recorded in Volume 3690, Page 283
of the Official/Deed Records of Brazos County, Texas (O./D.R.B.C.T.); said 0.097 of one acre of
land being more particularly described by metes and bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly comer, same being the calculated most northerly comer of said Baker Hughes Oilfield
Operations, Inc. approximate 1.70 acre tract of land and the calculated most easterly corner of the
Crown Castle GT Company LLC called 1.729 acre tract as described in deed recorded in Volume
4167, Page 290 (O./D.R.B.C.T.), from which point a 5/8" Iron Rod found bears S 52°11'21" W a
distance of 0.22 feet, and from which point a 5/8" Iron Rod found at the west comer of said Baker
Hughes Oilfield Operations, Inc. approximate 1.70 acre tract and at an angle point on the
southeast line of said Crown Castle GT Company LLC called 1.729 acre tract of land bears
S 52°11'21" W a distance of 327.33 feet;
THENCE, S 59 ° 55 ' 40 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of said Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre tract of land, a
distance of 212.24 feet to a point for the most easterly comer at the calculated most easterly
comer of said Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre tract of land and at
the calculated most northerly comer of the City of College Station called 6.7883 acre tract as
described in deed recorded in Volume 1216, Page 440 (O./D.R.B.C.T.), from which point a 318"
Iron Rod found bears S 51°11'42" W a distance of 0.71 feet, and from which point a 5/8" Iron Rod
found at the south comer of said Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre
tract and at an interior ell corner of said City of College Station called 6.7883 acre tract of land
bears S 51°11'42" W a distance of 398.08 feet;
THENCE, S 51 ° 11 ' 42 " W, along the line common to said Baker Hughes Oilfield Operations, Inc.
approximate 1.70 acre tract and said City of College Station called 6.7883 acre tract, a distance of
21.44 feet to a point for the most southerly corner, same being a point in the southwest tine of the
herein described 20 foot wide strip of land and being a line 20 feet southwest of, measured at right
angles to, and parallel to said southwest right-of-way line of State Highway No. 6 and said
northeast Zine of the Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre tract of land;
THENCE, N 59 ° 55 ' 40 " W, across and through said Baker Hughes Oilfield Operations, Inc.
approximate 1.70 acre tract, along said line 20 feet southwest of, measured at right angles to, and
parallel to said southwest right-of-way line of State Highway No. 6 and said northeast line of the
Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre tract of land, a distance of 212.64 to
a point for the most westerly corner in the northwest line of said Baker Hughes Oilfield Operations,
Inc. approximate 1.70 acre tract and in the southeast line of the aforesaid Crown Castle GT
Company LLC called 1.729 acre tract of land;
THENCE, N 52 ° 11 ' 21 " E, along the line common to said Crown Castle GT Company LLC called
1.729 acre tract and said Baker Hughes Oilfield Operations, Inc. approximate 1.70 acre tract of
land, a distance of 21.59 feet to the PLACE OF BEGINNING, and containing 4249 square feet or
0.097 of one acre of land,' more or less, according to a survey performed on the ground in August,
2004, under the supervision of Horace Curtis Strong, Texas Registered Professional Land
Surveyor No. 4961. For north orientation and other information, see accompanying plat.
P933:ACAD142005Friese-Nichols_WaterJobsSEsmtFNs&Maps\Tract4.0OC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA. USING COLLEGE STATION
MONUMENTATION.
OHE
Crown Castle GT Company
coiled 1.729 Ac.
4167/290
Fnd. 5/8" !rod Rod ® angle
pnt. on SE Line Ca11.1.729 Acs.
13 W. cor. Coll. 1,70 Acs.
OHE
LLC 644/
fii
P.O.B.
Colc. Corner
5/8" Iron Rod brs
S 52.11'21" W 0.22'
OHE
State Highway No.
6
E 59°55'40" E 212.24'
OHE OHE
.11111011...
0.097 Acre
N 59°55'40.. W
212.64'
Baker Hughes Oilfield Operations, Inc.
colt. 1.70 Ac. Remainder of o called 12.801 Acs.
3690/283
City of College Station
colied 6.7883 Ac.
1216/440
Same Line
-OHE
OHE
0►
co
co-
Fnd. 5/8" Trod Rod
So. cor. Coll. 1.70 Acs.
8 Int. Ell cor. Call. 6.7883 A
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OFAN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
1712 Broadrnoor, Suite 105
STRONG
Bryan, Texas 71802
731-0096
URVEYING�� (979)
776-9836
' P933—C: \ACAD 14\2005\Friese—Nichols_Woter—Jobs\EsmtFN$&Maps\TO 33.dwq
+
+ coO
gry
(4 (4
EXHIBIT "B"
Calc. Corner
3/8" Iron Rod brs
S 52.11.42" W 0.71'
OHE
City of College Station
called 6.7883 Ac.
1216/440
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.097 OF ONE ACRE
OUT OF THE
BAKER HUGHES OILFIELD OPERATIONS, INC.
APPROX.1.70 ACRE REMAINDER
OF A CALLED 12.801 ACRE TRACT
VOLUME 3690, PAGE 283
S. W. ROBERTSON SURVEY, A • 202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 30' AUGUST, 2004
EXHIBIT "A"
0.189 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF A CALLED 9.22 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 6007, PAGE 59
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.189 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain called 9.22 acre tract of land as described in deed to Vigna Properties,
LLC. recorded in Volume 6007, Page 59 of the Official/Deed Records of Brazos County, Texas
(O./D.R.B.C.T.); said 0.189 of one acre of land being more particularly described by metes and
bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly corner, same being the calculated most northerly corner of said Vigna Properties, LLC.
called 9.22 acre tract of land and the calculated most easterly corner of the City of College Station
called 6.7883 acre tract as described in deed recorded in Volume 1216, Page 440 (O./D.R.B.C.T.),
and from which point a 5/8" Iron Rod found at the west corner of said Vigna Properties, LLC.
called 9.22 acre tract and on the southeast line of said City of College Station called 6.7883 acre
tract of land bears S 51°12'05" W a distance of 946.16 feet;
THENCE, S 48 ° 51 ' 37 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of said Vigna Properties, LLC. called 9.22 acre tract of land, a distance of 411.42
feet to a 5/8" Iron Rod found for the most easterly corner at the most easterly corner of said Vigna
Properties, LLC. called 9.22 acre tract of land and at the most northerly corner of the William
Eugene Hill called 9.13 acre tract as described in deed recorded in Volume 2192, Page 222
(O./D.R.B.C.T.), and from which point the calculated south corner of said Vigna Properties, LLC.
called 1.70 acre tract on the northwest line of said Hill called 9.13 acre tract of land bears
S 50°50'24" W a distance of 1018.45 feet;
THENCE, S 50 ° 50 ' 24 " W, along the line common to said Vigna Properties, LLC. called 9.22
acre tract and said Hill called 9.13 acre tract, a distance of 20.29 feet to a point for the most
southerly comer, same being a point in the southwest line of the herein described 20 foot wide
strip of land and being a line 20 feet southwest of, measured at right angles to, and parallel to said
southwest right-of-way line of State Highway No. 6 and said northeast line of the Vigna Properties,
LLC. called 9.22 acre tract of land;
THENCE, N 48 ° 51 ' 37 " W, across and through said Vigna Properties, LLC. called 9.22 acre
tract, along said line 20 feet southwest of, measured at right angles to, and parallel to said
southwest right-of-way line of State Highway No. 6 and said northeast line of the Vigna Properties,
LLC. called 9.22 acre tract of land, a distance of 411.55 to a point for the most westerly comer in
the northwest line of said Vigna Properties, LLC. called 9.22 acre tract and on the southeast line of
the aforesaid City of College Station called 6.7883 acre tract of land;
THENCE, N 51 ° 12 ' 05 " E, along the line common to said City of College Station called 6.7883
acre tract and said Vigna Properties, LLC. called 9.22 acre tract of land, a distance of 20.31 feet to
the PLACE OF BEGINNING, and containing 8230 square feet or 0.189 of one acre of land, more
or less, according to a survey performed on the ground in August, 2004, under the supervision of
Horace Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north
orientation and other information, see accompanying plat.
P933:ACAD1412005Friese-Nichols WaterlobslEsmtFNs&Maps\Tract6.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA, USING COLLEGE STATION
MONUMENTATION.
OH
P.O.B.
Calc. Corner
OHE
20.31'
L
Fnd 5/8" Iron Rod
W. cor. Coll. 9.22 Acs.
HE
State Highway No. 6
S 48°51'37" E 411.42'
OHE- -OHE OHE v OHEtY
-
0.189 Acre
N 48°51'37" W
411.55'
Vigno Properties, LLC.
coiled 9.22 Ac.
6007/59
OHE
Fnd 5/8" Iron Rod
NE cor. Call. 9.22 Acs.
NW cor. CoII. 9.13 Acs.
OH...�r--X -OHE
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
S 1722 Broadmoor, Suite 105 <<
TRONG ,T 77802
Phone(979) 776-9836
URVEYI NG Faac (979) 731.0096
P93.3—C:\ACAD 14 \2005\Friese—Nichols— Water—Jobs\ Esm tFNs&Mops\ TO. 35. dwg
20.29'
Colc. So. cor. Coil. 9.22 Acs.
w
O
EXHIBIT
IP
vWilliom Eugene Hill
called 9.13 Ac.
2192/222
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.189 OF ONE ACRE
OUT OF THE
VIGNA PROPERTIES, LLC.
CALLED 9.22 ACRE TRACT
VOLUME 6007, PAGE 59
S. W. ROBERTSON SURVEY, A - 202
COLLEGE STATION, BRAZOS COUNTY, MCAS
SCALE 1" = 40' AUGUST, 2004
EXHIBIT "A"
0.130 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF A CALLED 9.13 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 2192, PAGE 222
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.130 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain called 9.13 acre tract of land as described in deed to William Eugene Hill
recorded in Volume 2192, Page 222 of the Official/Deed Records of Brazos County, Texas
(O./D.R.B.C.T.); said 0.130 of one acre of land being more particularly described by metes and
bounds as follows:
BEGINNING at a 5/8" Iron Rod found in the southwest right-of-way line of State Highway No. 6 for
the most northerly corner, same being the calculated most northerly corner of said Hill called 9.13
acre tract of land and the calculated most easterly comer of the Vigna Properties, LLC. called 9.22
acre tract as described in deed recorded in Volume 6007, Page 59 (O./D.R.B.C.T.), and from
which point the calculated south corner of said Vigna Properties, L.L.C. called 9.22 acre tract on
the northwest line of said Hill called 9.13 acre tract of land bears S 50°50'24" W a distance of
1018.45 feet and the calculated south corner of said Hill called 9.13 acre tract bears
S 50° 50' 24" W a distance of 1284.61 feet;
THENCE, S 48 ° 51 ' 37 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of said Hill called 9.13 acre tract of land, a distance of 282.80 feet to a point for the
most easterly comer at the calculated most easterly comer of said Hill called 9.13 acre tract of
land and at the calculated most northerly corner of the William Burt Hill called 20.0 acre tract as
described in deed recorded in Volume 203, Page 659 (O./D.R.B.C.T.), and from which point the
calculated south corner of said William Eugene Hill called 9.13 acre tract and the west comer of
said William Burt Hill called 20.0 acre tract of land bears S 50°50'17" W a distance of 1332.25 feet;
THENCE, S 50 ° 50 ' 17 " W, along the line common to said William Eugene Hill called 9.13 acre
tract and said William Burt Hill called 20.0 acre tract, a distance of 20.29 feet to a point for the
most southerly corner, same being a point in the southwest line of the herein described 20 foot
wide strip of land and being a line 20 feet southwest of, measured at right angles to, and parallel to
said southwest right-of-way line of State Highway No. 6 and said northeast line of the William
Eugene Hill called 9.13 acre tract of land;
THENCE, N 48 ° 51 ' 37 " W, across and through said William Eugene Hill called 9.13 acre tract,
along said line 20 feet southwest of, measured at right angles to, and parallel to said southwest
right-of-way line of State Highway No. 6 and said northeast line of the William Eugene Hill called
9.13 acre tract of land, a distance of 282.80 feet to a point for the most westerly comer in the
northwest line of said William Eugene Hill called 9.13 acre tract and in the southeast line of the
aforesaid Vigna Properties, LLC. called 9.22 acre tract of land;
THENCE, N 50 ° 50 ' 24 " E, along the line common to said William Eugene Hill called 9.13 acre
tract and said Vigna Properties, LLC. called 9.22 acre tract of land, a distance of 20.29 feet to the
PLACE OF BEGINNING, and containing 5656 square feet or 0.130 of one acre of land, more or
r•••• •
Tess, according to a survey performed on the ground in August, 2004, under the supervision of
Horace Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north
orientation and other information, see accompanying. plat.
P933:ACAD1412005Friese-Nichols WaterJobslEsmtFNsBMapATract7.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA. USING COLLEGE STATION
MONUMENTATION.
OHE
-OHE
N 50°50'24"
20.29'
Vigna Properties. LLC.
called 9.22 Acres
6007/59
State Highway 6
P.O.B.
Fnd 5/8" Iron Rod
ost N'Iy. cor. Coll. 9.13 Acs. S 48°51'37" E 2 82.80' -
Most Ely cor. Coll. 9.22 Acs.
• ,__ OHEOHE X OHE
0.130 ACRE
N 48°51'37" W 282.80'
Williom Eugene Hill
called 9.13 Acres
2192/222
Colc. So. cor. CoII. 9.22 Acs.
Colc. W. cor. Coll. 9.13 Acs.
L
Some Line
OH;
,OHE
Colc. Most Ely. cor. Coll. 9.13 Acs.
9 Colc. Most N'Iy. cor. CoII. 20.0 Acs.
S 50°50'17" W 20.29'
0
o
0M William Burt Hill
r 0 called 20.0 Acres
M ' 203/659
cn
N
Colc. So. cor. Coll. 9.13 Acs.
� Colc. W. cor. Coll. 20.0 Acs.
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
TRONG 1722Bryan, Texas 77802
Broadmoor, Suite 105
SURVEYING � �� �email curtisostrongsurveying.com
P933—C:\ACAD14\2005\Friese —Nichols —Woter —Jobs\EsmtFNs&Mops TO ` 36.dw
EXHIBIT "B"
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.130 OF ONE ACRE
OUT OF THE
WILLIAM EUGENE HILL
CALLED 9.13 ACRE TRACT
VOLUME 2192, PAGE 222
S. W. ROBERTSON SURVEY, A - 202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 40' AUGUST, 2004
EXHIBIT "A"
0.130 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF THE REMAINDER OF A CALLED 20.0 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 203, PAGE 659
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.130 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of the remainder of that certain called 20.0 acre tract of land as described in deed to
William Burt Hill recorded in Volume 203, Page 659 of the Official/Deed Records of Brazos
County, Texas (O./D.R.B.C.T.); said 0.130 of one acre of land being more particularly described by
metes and bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly corner, same being the calculated most northerly comer of said Hill remainder of the
called 20.0 acre tract of land and the calculated most easterly corner of the William Eugene Hill
called 9.13 acre tract as described in deed recorded in Volume 2192, Page 222 (O./D.R.B.C.T.),
and from which point the calculated south corner of said William Eugene Hill called 9.13 acre tract
and the calculated west corner of said William Burt Hill called 20.0 acre tract of land bears
S 50°50'17" W a distance of 1311.96 feet;
THENCE, S 48 ° 51 ' 37 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of said William Burt Hill remainder of the called 20.0 acre tract of land, a distance of
200.00 feet to a point for angle point at a calculated angle point in said southwest right-of-way line
of State Highway No. 6 and in said northeast line of said William Burt Hill remainder of the called
20.0 acre tract of land;
THENCE, S 42 ° 40 ' 04 " E, continuing along said southwest right-of-way line of State Highway
No. 6 and the northeast line of said William Burt Hill remainder of the called 20.0 acre tract of land,
a distance of 82.32 feet to a point for the most easterly corner at the calculated most easterly
corner of said William Burt Hill remainder of the called 20.0 acre tract of land and at the calculated
most northerly corner of the William Birch Harris 111, Etal. remainder of the called 10.61 acre tract
as described in deed recorded in Volume 3490, Page 319 (O./D.R.B.C.T.), from which a 1" Steel
Rod found bears S 50°44'17" W a distance of 0.26 feet, and from which point a 3/8" Iron Rod
found for the south corner of said William Burt Hill called 20.0 acre tract and the west comer of
said William Birch Harris 111, Etal. called 10.61 acre tract of land bears S 50°44'17" W a distance of
1327.35 feet;
THENCE, S 50 ° 44 ' 17 " W, along the line common to said William Burt Hill called 20.0 acre tract
and said William Birch Harris, Etal. called 10.61 acre tract, a distance of 20.04 feet to a point for
the most southerly corner, same being a point in the southwest line of the herein described . 20 foot
wide strip of land and being a line 20 feet southwest of, measured at right angles to, and parallel to
said southwest right-of-way line of State Highway No. 6 and said northeast line of the William Burt
Hill remainder of the called 20.0 acre tract of land;
THENCE, N 48 ° 51 ' 37 " W, across and through said William Burt Hill remainder of the called
20.0 acre tract, along said line 20 feet southwest of, measured at right angles to, and parallel to
said southwest right-of-way line of State Highway No. 6 and said northeast line of the William Burt
Hill remainder of the called 20.0 acre tract of land, a distance of 80.05 feet to a point for angle
point;
THENCE N 48 ° 51 ' 37 " W, continuing across and through said William Burt Hill remainder of the
called 20.0 acre tract, along said line 20 feet southwest of, measured at right angles to, and
parallel to said southwest right-of-way line of State Highway No. 6 and said northeast line of the
William Burt Hill remainder of the called 20.0 acre tract of land, a distance of 202.34 feet to a point
for the most westerly corner in the northwest line of said William Burt Hill called 20.0 acre tract and
in the southeast line of the aforesaid William Eugene Hill called 9.13 acre tract of land;
THENCE, N 50 ° 50 ' 17 " E, along the line common to said William Eugene Hill called 9.13 acre
tract and said William Burt Hill called 20.0 acre tract of land, a distance of 20.29 feet to the PLACE
OF BEGINNING, and containing 5647 square feet or 0.130 of one acre of land, more or less,
according to a survey performed on the ground in August, 2004, under the supervision of Horace
Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north orientation and
other information, see accompanying plat.
P933:ACAD1412005Friese-Nichols WaterJobslEsmtFNs&MapslTractB.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA. USING COLLEGE STATION
MONUMENTA TION.
ohe
ohe
N 50°5017" E 20.29.
L
William Eugene Hill
Rem. culled 9.13 Acres
2192/222
rn
M
STATE HIGHWAY 6
P.O.B.os. Rem. Cott. 9.13 Acs.
Colc. Most Ely. cos. Rem. Coll. 20.0 Acs.
S cow. Most lily.
E 200.00'
S 4651'37"otic -
--
he
ohe
0.130 ACRE
S42'40'04"E 82.32'
ot►e ohe
0.130 ACRE
0.11
•
__�-�
...- N 48'51'37"
.-_�-- W 202.34 N42 40 04"W 80.05
William Burt Hill
Rem. coiled 20.0 Acres
203/659
Co1c. So. cor. Coil. 9.13 A
Colc. W • CO -r Coll. 20.0 Acs.
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
S
1722 Broadmoor, Suite 705
TRONG Bryan, Texas 771302
URVEY1NG (979) 31
ernaik •
P933 -C: \ACAD 1 4 \2005,Friese-Nichols-Water-Jobs\Esm tFNsdrMops\ T • :, 3 7.dwg
0
M
ti
N
Colc. Most Ely. cor. Rem. Coll. 20.0 Acs.
8 Colc. Most N'Iy. cor. Rem. Coll. 10.61 Acs.
Fnd. I" Steel Rod brs. 5 50'44'17" W 0.26'
ohe
ohe
ohe
S 50°44'17.. W 20.04.
William Birch Harris 111, Etol.
Rem. coiled 10.61 Acres
3490/319
Fnd. 3/8" 1.R.
1a So. cor. Cott. 20.0 Acs.
W. cor. Colt. 10.61 Acs.
EXHIBIT"B"
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.130 OF ONE ACRE
OUT OF THE
WILLIAM BURT HILL
REMAINDER OF CALLED 20.0 ACRE TRACT
VOLUME 203, PAGE 659
S. W. ROBERTSON SURVEY, A - 202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 40' AUGUST, 2004
EXHIBIT "A"
0.146 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF THE
WILLIAM BIRCH HARRIS, 111 ET AL
REMAINDER OF A CALLED 10.61 ACRE TRACT
VOLUME 3490, PAGE 319
S. W. ROBERTSON SURVEY, A-202
BRAZOS COUNTY, TEXAS
FEBURARY 17, 2005
Being all of that lot, tract, or parcel of land containing 0.146 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of the remainder of that certain called 10.61 acre tract of land as described in deed from
William Birch Harris, 11 to William Birch Harris, III and Mary Ann Davis recorded in Volume 3490,
Page 319 of the Official/Deed Records of Brazos County, Texas (O./D.R.B.C.T.); said 0.146 of one
acre of land being more particularly described by metes and bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway 6 for the most northerly
corner, said corner being located in the northwest line of said Called 10.61 acre tract and also
being located in the southeast line of the William Burt Hill Called 20.00 Acre tract as described in
Volume 203, Page 659, a 1" Steel Pipe found for reference bears S 50 ° 46 ' 24 " W a distance of
0.26 feet;
THENCE S 42 ° 40104 " E, along the southwest right-of-way line of said State Highway 6 a
distance of 318.94 feet to a point for the most easterly corner, said corner being located in the
southeast line of said Called 10.61 acre tract and also being located in the northwest line of the
Jose C. Montemayor Called 7.067 acre tract as described in Volume 3612, Page 191, a 1" Steel
Pipe for reference bears S 50 ° 51124 " W a distance of 0.25 feet;
THENCE S 50 ° 51'24 " W, along the common line between said Called 10.61 acre tract and said
Called 7.067 acre tract a distance of 20.04 feet to a point for the most southerly corner, a 3/8" Iron
Rod found for the most westerly corner of said Called 7.067 acre tract bears S 50 ° 51 ' 24 " W a
distance of 907.64 feet;
THENCE N 42 ° 40 ' 04 " W, a distance of 318.90 feet to a point in the northwest line of said
Called 10.61 acre tract for the most westerly corner, a 3/8" Iron Rod found for the Occupied most
westerly corner of said Called 10.61 acre tract bears S 50 ° 46124 " W a distance of 1327.34 feet;
THENCE N 50 ° 44117 " E, along the northwest line of said Called 10.61 acre tract and the
southeast line of said Called 20.00 acre tract a distance of 20.04 feet to the PLACE OF
BEGINNING AND CONTAINING AN AREA OF 6,378 square feet or 0.146 OF ONE ACRE OF
LAND MORE OR LESS, according to a survey performed during February, 2005, under the
supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. For north
orientation and other information, see accompanying plat.
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO GRID
GRID NORTH ACCORDING TO GPS SURVEY DATA. USING COLLEGE STATION
MONUMENTATION.
N 50'44'17" E
20.04'
William Burt Hill
coiled 20.0 Ac.
203/659
Colc. Corner
r Steel Pipe brs.
S 50'44'17" W 0.26"
State Highway 6
S 42'40'04" E
OHEco HE
Fnd. 3/8" I.R.
In So. tor. Coll. 20' Acs.
W. cor. Coll. 10.61
318.94'
0 �(
0.146 Acre
N 42'40'04" W 318.90'
Williom Birch Horris, 111.
and Mary Ann Dovis
coiled 10.61 Ac.
3490/319
Cotc. Corner
I" Steel Pipe brs.
S 50'51'24" W 0.25"
OHE-
{--S 50°51'24" W 20.04'
Fnd. 3/8" Iron Rod
West Corner of Coiled
7.067 Acre Troct
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
S1722 Broadmoor, Suite 105
TRONG Bryan, Texas 77802
(979) 776-9836
URVEYING PFax (979) 37-0096
emaii curtis®strongsurveyin&tom
Jose C. Montemoyor
coiled 7.067 Ac.
3612/191
EXHIBIT "B"
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.146 OF ONE ACRE
OUT OF THE
WILLIAM BIRCH HARRIS, III
AND MARY ANN DAVIS
CALLED 10.61 ACRE TRACT
VOLUME 3490, PAGE 319
S. W. ROBERTSON SURVEY- A-202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE:1" = 40' FEBRUARY 7, 2005
EXHIBIT "A"
0.273 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF A CALLED 7.067 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 3812, PAGE 191
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.273 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain called 7.067 acre tract of land as described in deed to Jose C.
Montemayor recorded in Volume 3812, Page 191 of the Official/Deed Records of Brazos County,
Texas (O./D.R.B.C.T.); said 0.273 of one acre of land being more particularly described by metes
and bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly comer, same being the calculated most northerly corner of said Montemayor called 7.067
acre tract of land and the calculated most easterly corner of the William Birch Harris, 111, called
10.61 acre tract as described in deed recorded in Volume 3490, Page 319 (O./D.R.B.C.T.), from
which point a 1" Steel Pipe found bears N 50°51'24" E a distance of 0.25 feet, and from which
point a 318" Iron Rod found at the west corner of said Montemayor called 7.067 acre tract and on
the southeast line of said Harris called 10.61 acre tract bears S 50°51'24" W a distance of 907.64
feet;
THENCE, S 42 ° 40 ' 04 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of said Montemayor called 7.067 acre tract of land, a distance of 39.74 feet to a
point for angle point;
THENCE, S 40 ° 09 ' 55 " E, continuing along said southwest right-of-way line of State Highway
No. 6 and said northeast line of the Montemayor called 7.067 acre tract of land, a distance of
557.49 feet to a point for the most easterly corner at the calculated most easterly corner of said
Montemayor called 7.067 acre tract of land and at the calculated most northerly corner of the John
D. Huntley, inc. called 4.495 acre tract as described in deed recorded in Volume 5300, Page 118
(O./D.R.B.C.T.), and from which point a calculated exterior ell corner of said Montemayor called
7.067 acre tract and at a calculated interior ell corner of said Huntley, Inc. called 4.495 acre tract of
land bears S 63°50'31" W a distance of 150.87 feet;
THENCE, S 63 ° 50 ' 31 " W, along the line common to said Montemayor called 7.067 acre tract
and said Huntley, Inc. called 4.495 acre tract, a distance of 20.61 feet to a point for the most
southerly corner, same being a point in the southwest line of the herein described 20 foot wide
strip of land and being a line 20 feet southwest of, measured at right angles to, and parallel to said
southwest right-of-way line of State Highway No. 6 and said northeast line of the Montemayor
called 7.067 acre tract of land;
THENCE, across and through said Montemayor called 7.067 acre tract, along said line 20 feet
southwest of, measured at right angles to, and parallel to said southwest right-of-way line of State
Highway No. 6 and said northeast line of the Montemayor called 7.067 acre tract of land, the
following courses:
1.) N 40 ° 09 ' 55 " W, a distance of 552.50 feet to a point for angle point; and,
2.) N 42 ° 41 ' 42 " W, a distance of 40.10 to a point for the most westerly corner in the
northwest line of said Montemayor called 7.067 acre tract and in the southeast line of the aforesaid
Harris called 10.61 acre tract of land;
THENCE, N 50 ° 51 ' 24 " E, along the line common to said Montemayor called 7.067 acre tract
and said Harris called 10.61 acre tract of land, a distance of 20.04 feet to the PLACE OF
BEGINNING, and containing 11898 square feet or 0.273 of one acre of land, more or Tess,
according to a survey performed on the ground in August, 2004, under the supervision of Horace
Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north orientation and
other information, see accompanying plat.
P933:ACAD1412005Friese-Nichols_WaterJobslEsmtFNs&Map. Tract1 O.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA. USING COLLEGE STATION
MONUMENTATION.
P.O.B.
Colc. Corner
r Steel Pipe brs.
N 50'51'24" E 0.25"
S 42°40'04" E
39.74'
(Coll S 39°51'34" E-35.65')
-• -OHE OHE
20.04'
i.
0
w
ti
0'
LL=
William Birch Harris. 111N
_
and wife Mary Ann Davis O,
called 10.61 Ac.
3490/319
cv
L
°
z
0
U
0"
N 42°40'04" W
40.54'
Fnd. 3/8" Iron Rod
W. cor. Call. 7.067 Acs.
OHE
(Call S 37°47'37" E 561.77')
S 40°09'55" E 557.49'
OHE OHE
0.273 Acre
N 40°09'55" W 552.06'
Jose C. Montemoyor
coiled 7.067 Ac.
3812/191
OHE
Colc. Ext. Ell cor. Coll. 7.067 Acs.
9 Colc. Int. Ell cor. Call. 4.495 Acs.
Calc. Corner
20.61'
1, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
TRONG 77802
URVEYING 1722 Suite 105
Mona Broadmoor,���
-�
�t «.tee
P933—C: \ACRD 14\2005\Friese—Nichols_Water—Jobs\EsmtFNsdcMo s Ti . _38 dw
EXHIBIT
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.273 OF ONE ACRE
OUT OF THE
JOSE C MONTEMAYOR
CALLED 7.067 ACRE TRACT
VOLUME 3812, PAGE 191
S. W. ROBERTSON SURVEY, A-202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 60' AUGUST, 2004
V
John D. Huntley. Inc.
coiled 4.495 Ac.
5300/118
EXHIBIT "A"
0.105 OF ONE ACRE
PROPOSED 20 FOOT WIDE PUBLIC UTILITY EASEMENT
OUT OF A CALLED 4.495 ACRE TRACT
S. W. ROBERTSON SURVEY, A-202
VOLUME 5300, PAGE 118
BRAZOS COUNTY, TEXAS
Being all of that lot, tract, or parcel of land containing 0.105 of one acre of land situated in the S.
W. ROBERTSON SURVEY, Abstract 202, and being a strip of land twenty (20) feet in width out of
and a part of that certain called 4.495 acre tract of land as described in deed to John D. Huntley,
Inc. recorded in Volume 5300, Page 118 of the Official/Deed Records of Brazos County, Texas
(O./D.R.B.C.T.); said 0.105 of one acre of land being more particularly described by metes and
bounds as follows:
BEGINNING at a point in the southwest right-of-way line of State Highway No. 6 for the most
northerly corner, same being the calculated most northerly corner of said Huntley, Inc. called 4.495
acre tract of land and the calculated most easterly corner of the Jose C. Montemayor called 7.067
acre tract as described in deed recorded in Volume 3812, Page 191 (O./D.R.B.C.T.), and from
which point a calculated interior ell corner of said Huntley, Inc. called 4.495 acre tract and a
calculated exterior ell comer of said Montemayor called 7.067 acre tract bears S 63°50'31" W a
distance of 150.87 feet;
THENCE, S 40 ° 09 ' 55 " E, along said southwest right-of-way line of State Highway No. 6 and the
northeast line of the Huntley, Inc. called 4.495 acre tract of land, a distance of 229.49 feet to a
point for the most easterly corner at the calculated most easterly corner of said Huntley, Inc. called
4.495 acre tract of land and at the calculated most northerly corner of Lot 27, Revised Plat of
South Oaks according to the plat recorded in Volume 319, Page 821 (O./D.R.B.C.T.), and from
which point a 3/8" Iron Rod found at an angle point in the southeast line of said Huntley, Inc. called
4.495 acre tract and at an angle point in the north line of said Revised Plat of South Oaks bears
S 63°48'21" W a distance of 88.26 feet and S 67°19'15" W a distance of 131.60 feet;
THENCE, S 63 ° 48 ' 21 " W, along the line common to said Huntley, Inc. called 4.495 acre tract
and said Revised Plat of South Oaks, a distance of 20.61 feet to a point for the most southerly
corner, same being a point in the southwest line of the herein described 20 foot wide strip of land
and being a line 20 feet southwest of, measured at right angles to, and parallel to said southwest
right-of-way line of State Highway No. 6 and said northeast line of the Huntley, Inc. called 4.495
acre tract of land;
THENCE, N 40 ° 09 ' 55 " W, across and through said Huntley, Inc. called 4.495 acre tract, along
said line 20 feet southwest of, measured at right angles to, and parallel to said southwest right-of-
way line of State Highway No. 6 and said northeast line of the Huntley, Inc. called 4.495 acre tract
of land, a distance of 229.50 to a point for the most westerly corner in the northwest line of said
Huntley, Inc. called 4.495 acre tract and in the southeast line of the aforesaid Montemayor called
7.067 acre tract of land;
THENCE, N 63 ° 50 ' 31 " E, along the line common to said Huntley, Inc. called 4.495 acre tract
and said Montemayor called 7.067 acre tract of land, a distance of 20.61 feet to the PLACE OF
BEGINNING, and containing 4590 square feet or 0.105 of one acre of land, more or less,
according to a survey performed on the ground in August, 2004, under the supervision of Horace
Curtis Strong, Texas Registered Professional Land Surveyor No. 4961. For north orientation and
other information, see accompanying plat.
P933:ACAD1412005Friese-Nichols WaterJobslEsmtFNs&Maps1Tractll.DOC
NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE NORTHEAST LINE TO
GRID NORTH ACCORDING TO GPS SURVEY DATA. USING COLLEGE STATION
MONUMENTATION.
L
20.61'
Jose C. Montemoyor
colled 7.067 Ac.
3812/191
P.O.B.
Calc. Corner
State Highway No. 6
(CaII S 37°44'22" E 229.85')
S 40°09'55" E 229.49'
Calc. Int. Ell cor. CoII. 4.495 Acs.
8 Colc. Ext. Ell cor. CoII. 7.067 Acs.
0.105 Acre
N 40°09'55" W 229.50'
John D. Huntley. Inc
colled 4.495 Ac.
5300/118
Fnd 3/8" Iron Rod
Angle Pnt. in SE LINE Coll. 4.495 Acs.
a Angle Pnt. in N. Line South Oaks
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4961
DO HEREBY CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF AN
ON THE GROUND SURVEY AND IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
H. CURTIS STRONG, RPLS NO. 4961
S
1722 arvadmoor, solos 105
TRONG Bryan, Texas X02
(979)Phonw 776-9836
�URVEYING � emelt curtisostrongsutveying.com
P933—C: \ACRD 14\2005\Friese-Nichols._, Woter—Jobs\EsmtFNs&Mops\T1 1 ' 39.dw
Lor 26
Colc. Corner
20.61'
!h
(O
Lot 27
Revised Plat of South Oaks
319/821
EXHIBIT "B
PROPOSED 20' WIDE
PUBLIC UTILITY EASEMENT
0.105 OF ONE ACRE
OUT OF THE
JOHN D. HUNTLEY, INC.
CALLED 4.495 ACRE TRACT
VOLUME 5300, PAGE 118
5. W. ROBERTSON SURVEY, A•202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1" = 30' AUGUST, 2004