HomeMy WebLinkAbout9-12-2002-11.13 - Resolution - 09/12/2002 RESOLUTION DETERMINING NEED
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RESOLUTION NO. 9 -12- 2002 -11.13
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS, DETERMINING A PUBLIC NECESSITY TO ACQUIRE EXCLUSIVE
PERMANENT PUBLIC UTILITY EASEMENTS IN CERTAIN PROPERTY AND
TEMPORARY CONSTRUCTION EASEMENTS; GIVING NOTICE OF AN OFFICIAL
DETERMINATION TO ACQUIRE EXCLUSIVE PUBLIC UTILITY EASEMENTS AND
TEMPORARY CONSTRUCTION EASEMENTS IN PROPERTY FOR THE WELL NUMBER
SEVEN COLLECTION LINE PROJECT; AND ESTABLISHING PROCEDURES FOR THE
ACQUISITION OF EXCLUSIVE PUBLIC UTILITY EASEMENTS AND TEMPORARY
CONSTRUCTION EASEMENTS 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 exclusive public utility
easements and temporary construction easements for water lines, connecting lines, access
facilities, communication lines and related equipment for the Well Number Seven Collection
Line Project; and
WHEREAS, there may be improvements located on some of the real property in which an
exclusive public utility easement 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 Well Number Seven Collection Line
Project, and the public welfare and convenience will be served by the acquisition of
exclusive public utility easements and construction easements in the property
referenced in Exhibit "A" attached hereto and made a part hereof for all purposes as
part of the Well Number Seven Collection Line Project, for the purpose increasing
City water production.
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 exclusive public utility easements and construction easements in
property for the Well Number Seven Collection Line 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 said 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 exclusive public utility
easements and construction easements in said parcels.
PART 4: After consideration of said recommendation, the City Manager shall establish and
approve the amount determined for acquisition of exclusive public utility easements
and construction easements in the parcels.
RESOLUTION NO. 9 -12- 2002 -11.13 Page 2
PART 5: Upon establishment and approval by the City Manager of the amount of just
compensation for the acquisition of an exclusive public utility easement and/or
construction easement, the City's Land Agent is authorized to communicate a written
offer to the owners of said parcels for the acquisition of an exclusive public utility
easement and/or a construction easement 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 6: That the Mayor after approval by City Council is hereby authorized to execute all
documents necessary to acquire an exclusive public utility easement and/or
construction easement 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 12 day of September, A.D. 2002.
ATTEST: APPROVED:
410 (1.474/rUi
CONNIE HOOKS, City Secretary RON SILVIA, Mayor
APPROVED:
E- Signed by Roxanne Nemcik
VERIFY authenticity With Approvelt
City Attorney
EXHIBIT "A"
," FIELD NOTES
TRACT 1
CITY OF COLLEGE STATION
PROPOSED 25' WIDE
WATER COLLECTION LINE EASEMENT
0.058 OF ONE ACRE
OUT OF THE
CITY OF BRYAN
CALLED 176.198 ACRE TRACT
VOLUME 292, PAGE 652
S. JOHNSON SURVEY, A - 147
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 0.058 of one acre situated in the S. JOHNSON
SURVEY, Abstract No. 147, Brazos County, Texas and being a part of that certain Called 176.198
acre tract as described in deed from Elmer D. Parrott et ux to the City of Bryan, of record in
Volume 292, Page 652, Deed Records of Brazos County, Texas, said 0.058 of one acre easement
being more particularly described by metes and bounds as follows:
BEGINNING at a' /" Iron Rod set for the most westerly corner, said corner being located in the
northwest line of said Called 176.198 acre tract and the southeast line of the Bryan ISD Called
2.00 acre tract as described in Volume 68, Page 410, said corner also being located in the
northeast easement line of the Fairview- Smetana Water Supply Corporation water line as
described in Volume 927, Page 521, a ' /2' Iron Rod found for the west corner of said Called
'— 176.198 acre tract bears S 41 ° 25 ' 18 " W a distance of 14.71 feet;
THENCE N 41 ° 25 ' 18 " E, along the northwest line of said Called 176.198 acre tract and the
southeast line of said Called 2.00 acre tract a distance of 25.01 feet to a' /2' Iron Rod set for the
most northerly corner, a ' /z' Iron Rod found for the east corner of said Called 2.00 acre tract and
an angle point of said Called 176.198 acre tract bears N 41 ° 25 ' 18 " E a distance of 144.07 feet;
THENCE S 46 ° 41 ' 19 " E, a distance of 101.74 feet to a 1 /2' Iron Rod set in the existing northwest
fence line of the City of College Station Well No. 4 Well Site for the most easterly corner;
THENCE S 43 ° 23 ' 17 " W, along said northwest fence line a distance of 25.00 feet to a' /2' Iron
Rod set for the most southerly corner, said corner being located in the northeast easement line of
said Fairview- Smetana Water Supply Corporation water line;
THENCE N 46 ° 41 ' 19 " W, along the northeast easement line of said Fairview- Smetana Water
Supply Corporation water line a distance of 100.88 feet to the PLACE OF BEGINNING AND
CONTAINING AN AREA OF 0.058 OF ONE ACRE OF LAND MORE OR LESS, according to a
survey performed during June, 2002, under the supervision of H. Curtis Strong, Registered
Professional Land Surveyor No. 4961. For north orientation and other information, see
accompanying plat.
• %
OF -,
•6' •••O• •••
4 HO . ...........
•ti: , . 'i` tE .
46 �
,9
SES
7673 Briarcrest Dr. Ste. A702 =` ? =`_°
l ' . STRONG Bryan, Texas 77802 ro
• URVEYING Phone: (9 79) 776-9836 .
Fax: (979) 37.0096 I ,
e
i
mail: cstrongotxcyber.com
_y
EXHIBIT "B" N
SCALE: 1" = 50'
NOTES:
North Orientation is based on
rotating the southwest line to
BRYAN ISD Grid North by Utilizing GPS.
CALLED 2.00 ACRES This survey was prepared with
68/410 1/2" Iron Rod fnd. the benefit of a Title Report
for East Corner of . prepared by Lawyers Title
Coiled 2.00 Ac. Tract Company. All easement
8 Angle Point of information applicable to this
Called 176.198 Ac. Tract survey is shown according to
�o� File No. M - 1277.
o� A 1/2" Iron Rod with Cap will be
a a' 0 set at all esmt. corners upon
.° s o b landowners approval of esmt.
BOA, 4 Taking.
\ O rF6 , �d This esmt. is based on following the
\\ 2s .'1.% northeast easement Me of the existing
Fairview - Smetana Water Line which
\\ F S� r \\' was located on the ground by
\ \ ° Wellborn Water Supply Corp.
N 41'25'18" E - 25.01'
\ \ CITY OF BRYAN
\ \ s CALLED 176.198 ACRES
4 s• 292/652
A
! i1 O 9.. • \ A . Asa �, JJ1J1J�JiJ .0„, /
S q.
IlillOY P r, \' . + S 43 W - 25.00'
1/2" Iron Rod fnd. fly a "-e'+ \\ Q
for West Corner of F .' % CITY OF COLLEGE STATION
Called 176.198 Ac. Tract 3" CITY K. NP EXISTING WELL SITE
00 < �i`
S 41'25'18" W - 14.71' Q
O
J, J, 1JJJ7 \ N \ \
N .
N .
1, H. CURTIS STRONG, REGISTERED PROFESSIONAL \ TRACT 1
LAND SURVEYOR NO. 4961. DO HEREBY CERTIFY
THAT E PLAT
GROUND SURVEY AND RESULTS CITY OF COLLEGE STATION
CORRECT TO THE BEST OF MY KNOWLEDGE. PROPOSED 25' WIDE
WATER COLLECTION LINE ESMT.
H. CURTIS STRONG, R.P.L.S. 4961 0.058 OF ONE ACRE
SURVEYED JUNE, 2002
... OUT OF THE
s
r+ ..t O F .. F
/�P eTF CITY OF BRYAN
Illikkie ' e� * i.:1-
9 ` CALLED 176.198 ACRE TRACT
HI' + ai ; ,�'t�.,, VOLUME 292, PAGE 652
1 �� • ; 9 49 • ?, 4k S. JOHNSON SURVEY, A • 147
�:4'pFe BRAZOS COUNTY, TEXAS
suR SCALE 1" = 50' JUNE 28, 2002
JOB NO. 2002053T1.DWG
EXHIBIT "A"
Ivor FIELD NOTES
TRACT 1
CITY OF COLLEGE STATION
PROPOSED 40' WIDE
WATER COLLECTION LINE
TEMPORARY CONSTRUCTION EASEMENT
0.094 OF ONE ACRE
OUT OF THE
CITY OF BRYAN
CALLED 176.198 ACRE TRACT
VOLUME 292, PAGE 652
S. JOHNSON SURVEY, A -147
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 0.094 of one acre situated in the S. JOHNSON
SURVEY, Abstract No. 147, Brazos County, Texas and being a part of that certain Called 176.198
acre tract as described in deed from Elmer D. Parrott et ux to the City of Bryan, of record in
Volume 292, Page 652, Deed Records of Brazos County, Texas, said 0.094 of one acre
Temporary Construction Easement being more particularly described by metes and bounds as
follows:
BEGINNING at a' /z' Iron Rod set for the most westerly corner, said corner being located in the
northwest line of said Called 176.198 acre tract and the southeast line of the Bryan ISD Called
2.00 acre tract as described in Volume 68, Page 410, said corner also being located in the
..., northeast easement line of the Fairview- Smetana Water Supply Corporation water line as
described in Volume 927, Page 521, a %" Iron Rod found for the west corner of said Called
176.198 acre tract bears S 41 ° 25 ' 18 " W a distance of 39.72 feet;
THENCE N 41 ° 25 ' 18 " E, along the northwest line of said Called 176.198 acre tract and the
southeast line of said Called 2.00 acre tract a distance of 40.02 feet to a point for the most
northerly corner, a' " Iron Rod found for the east corner of said Called 2.00 acre tract and an
angle point of said Called 176.198 acre tract bears N 41 ° 25 ' 18 " E a distance of 104.04 feet;
THENCE S 46 ° 41 ' 19 " E, a distance of 103.11 feet to a point in the existing northwest fence line
of the City of College Station Well No. 4 Well Site for the most easterly corner;
THENCE S 43 ° 23' 17 " W, along said northwest fence line a distance of 40.00 feet to a' /z' Iron
Rod set for the most southerly corner;
THENCE N 46 ° 41 ' 19 " W, a distance of 101.74 feet to the PLACE OF BEGINNING AND
CONTAINING AN AREA OF 0.094 OF ONE ACRE OF LAND MORE OR LESS, according to a
survey performed during June, 2002, under the supervision of H. Curtis Strong, Registered
Professional Land Surveyor No. 4961. For north orientation and other information, see
accompanying plat.
4 v;, * AO _
0 49
+ter. ∎.9 . � . s , 0 \-x.: Q t f
SUR0'
-,
�-
_..:, 1673 Briarcrest Dr. Ste. A102 "' ti
R TRONG Bryan, Texas 77802
J URVEYIN G Phone: (979) 776-9836
,...„,,,, • Fax: (979) 731.0096 y_
email: cstrongotxcyber.com
N
EXHIBIT "B"
SCALE: 1" ., 50'
NOTES:
North Orientation is based on
rotating the southwest line to
Grid North by Utilizing GPS.
BRYAN ISD
CALLED 2.00 ACRES This survey was prepared with
68/410 1/2" Iron Rod fnd. the benefit of a Title Report
for East Corner or— — - prepared by Lawyers Title
Called 2.00 Ac. Tract Company. All easement
9 Angle Point of ono information applicable to this
Called 176.198 Ac. Tract P survey is shown according to
d �� File No. M - 1277.
■3 ..0� A 1/2" Iron Rod with Cap will be
'l 4, set at all esmt. corners upon
O m landowners approval of esmt.
L .s. w Taking.
\ 1'v C. ..Pe P This esmt. Is based on following the
\ �� $ northeast easement ine of the existing
\ S �h � o ` Fairview - Smetana Water Line which
\ p� S was located on the ground by
\ `�S o R
�S�r p 6. Wellborn Water Supply Corp.
\
DP' 9'i
♦ �\ T 9 CITY OF BRYAN
♦ \ o` ti °• F CALLED 176.198 ACRES
F 6. 9 7 '0 292/652
A/ q 3 G
i •
v� 9. S,„ % ,
�y T S 43 W - 40.00'
/-----P 0 °° S 43'23'17" W - 25.00'
1/2" Iron Rod fnd. 9 y i.'..% �'•s
for West Corner of F � a , \ CITY OF COLLEGE STATION
Called 176.198 Ac, Tract S C, S , ° w, , EXISTING WELL SITE
° C k '
S 41'25 W - 14.71• ° ° \
0
J, :L 1010' Ov
♦
♦
+ TRACT 1
LAND
C SURVEYOR NO. 4961, REGISTERED PROFESSIONAWY L CITY O COLLEGE STATION
THAT THIS PLAT REPRESENTS THE RESULTS OF PROPOSED 40' WIDE
AN ON THE GROUND SURVEY AND IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE. WATER COLLECTION LINE
TEMPORARY CONSTRUCTION EASEMENT
H. CURTIS STRONG, R.P.L.S. 4961 0.094 OF ONE ACRE
SURVEYED JUNE, 2002 OUT OF THE
�,�v...0 .. •� CITY OF BRYAN
CALLED 176.198 ACRE TRACT
H 1 " ;M 4 f ► VOLUME 292, PAGE 652
496 JOHNSON SURVEY, A • 147
c :9 oR oteo v S. JO ,
' : .fe.: — ki BRAZOS COUNTY, TEXAS
-- - s u a , - SCALE? = 50' JUNE 28, 2002
JOB NO. 2002053TC1.DWG
EXHIBIT "A"
" FIELD NOTES
TRACT 2
CITY OF COLLEGE STATION
PROPOSED 25' WIDE
WATER COLLECTION LINE EASEMENT
0.24 OF ONE ACRE
OUT OF THE
BRYAN ISD
CALLED 2.00 ACRE TRACT
VOLUME 68, PAGE 410
S. JOHNSON SURVEY, A - 147
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 0.24 of one acre situated in the S. JOHNSON
SURVEY, Abstract No. 147, Brazos County, Texas and being a part of that certain Called 2.00
acre tract as described in deed from Frank Habarta et ux to Joe Merka, A. L. Higgs and J. W.
Rawls, trustees for school district number seventeen in Brazos County, Texas, of record in Volume
68, Page 410, Deed Records of Brazos County, Texas, said 0.24 of one acre easement being
more particularly described by metes and bounds as follows:
BEGINNING at a' /2' Ron Rod set for the most easterly corner, said corner being located in the
southeast line of said Called 2.00 acre tract and the northwest line of the City of Bryan Called
176.198 acre tract as described in Volume 292, Page 652, a' /2' Iron Rod found for the most
easterly corner of said Called 2.00 acre tract bears N 41 ° 25 ' 18 " E a distance of 144.07 feet;
THENCE S 41 ° 25' 18 " W, along the southeast line of said Called 2.00 acre tract and the
northwest line of said Called 176.198 acre tract a distance of 25.01 feet to a'/" Iron Rod set in the
northeast easement line of the Fairview- Smetana Water Supply Corporation water line as
described in Volume 867, Page 511 for the most southerly corner, the calculated most southerly
corner of said Called 2.00 acre tract bears S 41 ° 25 ' 18 " W a distance of 39.54 feet;
THENCE N 46 ° 41 ' 19 " W, along the northeast easement line of said Fairview- Smetana Water
Supply Corporation water line a distance of 417.55 feet to a' /s" Iron Rod set for the most westerly
corner, said corner being located in the northwest line of said Called 2.00 acre tract and also being
located in a southeast line of the William Holler Called 56.268 acre tract as described in Volume
464, Page 642, the calculated most westerly corner of said Called 2.00 acre tract bears
S 41 ° 12 ' 55 " W a distance of 44.87 feet;
THENCE N 41 ° 12 ' 55 " E, along the northwest line of said Called 2.00 acre tract and the
southeast line of said Called 56.268 acre tract a distance of 25.02 feet to a %" Iron Rod set for the
most northerly corner, a' /2' Iron Rod found for the most northerly corner of said Called 2.00 acre
tract bears N 41 ° 12 ' 55 " E a distance of 138.75 feet;
THENCE S 46 ° 41 ' 19 " E, a distance of 417.64 feet to the PLACE OF BEGINNING AND
CONTAINING AN AREA OF 0.24 OF ONE ACRE OF LAND MORE OR LESS, according to a
survey performed during June, 2002, under the supervision of H. Curtis Strong, Registered
Professional Land Surveyor No. 4961. For noj.- ,ation and other information, see
accompanying plat. OF
, ,?,~STE •`
C
' b -- 61 � � . • kt
�6 SUR : .
! .= 1673 Bri arcres t Dr. Ste. A102
Bryan, Texa 77802 NOTES:
'•_ €` ' "0ri North Orientation is based on
C TRON
Ir ir
J Phone (979) 7769 rotating the southwest line to
WILLIAM J. HOLLER ' Grid North by Utilizing GPS.
CALLED 56.268 ACRES URVEYING Fax (979) 737 - 0096
464/642 . N
e,naik cstrcn Otx com
$ tyber ' This survey was prepared with
U the benefit of a Title Report \ Fnd. I/2' Iron Rod EXHIBIT '� B " prepared by Lawyers Title
/ / / /// for North Corner of Fnd. 00 Iron Rod Company. All easement
Called 2.00 Ac. Tract for Eost Corner of X information applicable to this
Called 2.00 Ac. Tract \ survey is shown according to
\ File No. M - 1276.
in = A 1/2 Iron Rod with Cap will be
✓ Ts
in H set at all esmt. corners upon SCALE: 1" = 50'
n landowners approval of esmt.
� .� 11 \t . \1 Taking.
w o Ja JJ 11,1�J�1 = S X This esmt. is based on following the
N • ..l 14Y northeast easement line of the existing
in in ,.J ll t , Fairview- Smetana Water Line which
w 0 was located on the ground by
• s ;1i • ' m Zr Wellborn Water Supply Corp.
z z BRYAN ISD
u CALLED 2.00 ACRES to w
68/410 a m
z N CITY OF BRYAN
= v CALLED 176.198 ACRES
0 z 292/652
• S 46 ° 41'19" E 417.64' * --
1
POND N 41 E - 25.02' 0.24 AC. ESMT.
TRACT 2
S 41 W - 25.01'
N 46'41'19 W 4
CITY OF COLLEGE STATION
j P X P - Fmrvww- Smetana Wt, Ong_ W 17.55' X X PROPOSED 25' WIDE
S 41 W - 44.8T S 4r25'18 W - 39.54' WATER COLLECTION LINE ESMT.
— — ce ..---Colc. d 2
West W Corner Celled Ac. — — — — — — — —
0.24 OF ONE ACRE
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL Colc. South Corner Coiled 2.00 Ac. OUT OF THE
LAND SURVEYOR NO. 4961, DO HEREBY CERTIFY .
THAT THIS PLAT REPRESENTS THE RESULTS OF ..!c•• R a . �� 1 r��
' BRYAN ISD
AN ON THE GROUND SURVEY AND IS TRUE AND A tt.. ta7 91 , rl +l CALLED 200 ACRE TRACT
CORRECT TO THE BEST OF MY KNOWLEDGE. /„ :i. * .A '' J VOLUME 68, PAGE 410
' f'' 1, 1 IS '∎ g S. JOHNSON SURVEY, A 147 •
H. CURTIS STRONG, R.P.L.S. 4961 \ \9°�dFoOr BRAZOS COUNTY, TEXAS
SURVEYED JUNE, 2002 •4'p . ••.!. s SCALE: 1' = 50' JUNE 28, 2002
8uP,
JOB NO. 2002053T2.DWG
EXHIBIT "A"
New
FIELD NOTES
TRACT 2
CITY OF COLLEGE STATION
PROPOSED 40' WIDE
WATER COLLECTION LINE
TEMPORARY CONSTRUCTION EASEMENT
0.384 OF ONE ACRE
OUT OF THE
BRYAN ISD
CALLED 2.00 ACRE TRACT
VOLUME 68, PAGE 410
S. JOHNSON SURVEY, A -147
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 0.384 of one acre situated in the S. JOHNSON
SURVEY, Abstract No. 147, Brazos County, Texas and being a part of that certain Called 2.00
acre tract as described in deed from Frank Habarta et ux to Joe Merka, A. L. Higgs and J. W.
Rawls, trustees for school district number seventeen in Brazos County, Texas, of record in Volume
68, Page 410, Deed Records of Brazos County, Texas, said 0.384 of one acre Temporary
Construction Easement being more particularly described by metes and bounds as follows:
BEGINNING at a point for the most easterly corner, said corner being located in the southeast line
of said Called 2.00 acre tract and the northwest line of the City of Bryan Called 176.198 acre tract
as described in Volume 292, Page 652, a ' /2' Iron Rod found for the most easterly corner of said
�... Called 2.00 acre tract bears N 41 ° 25 ' 18 " E a distance of 104.04 feet;
THENCE S 41 ° 25 ' 18 " W, along the southeast line of said Called 2.00 acre tract and the
northwest line of said Called 176.198 acre tract a distance of 40.02 feet to a Iron Rod set for
the most southerly corner, the calculated most southerly corner of said Called 2.00 acre tract
bears S 41 ° 25 ' 18 " W a distance of 64.55 feet;
THENCE N 46 ° 41 ' 19 " W, a distance of 417.64 feet to a 1 /2' Iron Rod set for the most westerly
corner, said corner being located in the northwest line of said Called 2.00 acre tract and also being
located in a southeast line of the William Holler Called 56.268 acre tract as described in Volume
464, Page 642, the calculated most westerly corner of said Called 2.00 acre tract bears
S 41 ° 12 ' 55 " W a distance of 69.89 feet;
THENCE N 41 ° 12 ' 55 " E, along the northwest line of said Called 2.00 acre tract and the
southeast line of said Called 56.268 acre tract a distance of 25.02 feet to a point for the most
northerly corner, a 1 /2' Iron Rod found for the most northerly corner of said Called 2.00 acre tract
bears N 41 ° 12 ' 55 " E a distance of 98.73 feet;
THENCE S 46 ° 41 ' 19 " E, a distance of 417.79 feet to the PLACE OF BEGINNING AND
CONTAINING AN AREA OF 0.384 OF ONE ACRE OF LAND MORE OR LESS, according to a
survey performed during June, 2002, under the supervision of H. Curtis Strong, Registered
Professional Land Surveyor No. 4961. For north ori-ntation and other information, see
accompanying plat.
- OF N.
,� •••� s r F . f+ . 4
117 ti ;; ss'aq �
r
1673 Briarcrest Dr. Ste. A102 •`--- NOTES:
Bryan,
TR ONG Texas 98
c:: North Orientation is based on
Phone: (979) 776-9836
5
rotating the southwest line to
WILLIAM J. HOLLER URVEYING y Fax (979) 731 Grid North by Utilizing GPS.
CALLED 54.268 ACRES 1
464/642 emait c5trongmtxcybeACOm This survey was prepared with ti
the benefit of 8 Title Report
Fnd. ort h Con Rod orner of EXHIBIT "B" Company. by Lawyers Title
for N ort C Fnd. I/2 Iron Rod Company. All easement
Coiled 2.00 Ac. Tract for East Corner of information applicable to this
Coiled 2.00 Ac. Tract survey is shown according to
a t
File No. M - 1278.
in o
A 1/2" Iron Rod with Cap will be
• ° ° set at all esmt. corners upon SCALE: 1" 50'
co � , �� j 8 landowners approval of esmt.
o, �i.
ii011 - q Taking.
id _ m This esmt. is based on following the
w w
lV N northeast easement line of the existing
'
in w Fairview- Smetana Water Line which
B RYAN ISD ,
iv w was located on the ground by
• v CALLED 2. ACRES w to m en rn ter suvvl Corp.
a ;n CITY �I? eMN
z Z 68/410 z V CALLED 176.198 ACRES
4 292/652
U V 2
S 46 E 417.79'
1 N 41 E - 40.03' 0.384 AC. ESMT.
S 41 W - 40.02' /�7'
N 46 W 417.64' TR- t.l I2
POND ' N 41 E - 25.02' 0.24 AC. ESMT. s 41 W - 25.01' CITY OF COLLEGE STATION
' N 46 w 417.55• PROPOSED 40' WIDE
- --...1 i onview- me ono ^ r. Inc 1:!! WATER COLLECTION LINE
P x P :.7 x x 7C
S 41 W - 44.87' S 41 W - 39.54' TEMPORARY CONSTRUCTION EASEMENT
°alc. Wes, °arner °fled 2. 00 Ac. 0.384 OF ONE ACRE
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL CoIc. South Corner Called 2.00 Ac. OUT OF THE
LAND SURVEYOR NO. 4961. DO HEREBY CERTIFY !‹. r , e� BRYAN ISD
THAT THIS PLAT REPRESENTS THE RESULTS OF .0 � tat
AN ON THE GROUND SURVEY AND 15 TRUE AND i V to p 9 1 . (� CALLED 2. ACRE TRACT
CORRECT TO THE BEST OF MY KNOWLEDGE. I. its : VOLUME 68, PAGE 410
fR C N y` 1, S. JOHNSON SURVEY, A 147
1l-'. o��, • .r ( BRAZOS COUNTY, TEXAS
H. CURTIS STRONG, R.P.L.S. 4961 )9'.;,eeat
SURVEYED JUNE, 2002 .� ..... �c •' SCALE: f = 50' JUNE 28, 2002
8Ufl ,
JOB NO. 2002053TC2.DWG
4.1. EXHIBIT "A"
FIELD NOTES
TRACT 3
CITY OF COLLEGE STATION
PROPOSED 25' WIDE
WATER COLLECTION LINE EASEMENT
0.748 OF ONE ACRE
OUT OF THE
WILLIAM J. HOLLER
CALLED 56.268 ACRE TRACT
VOLUME 464, PAGE 642
S. JOHNSON SURVEY, A - 147
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 0.748 of one acre situated in the S. JOHNSON SURVEY,
Abstract No. 147, Brazos County, Texas and being a part of that certain Called 56.268 acre tract as
described in deed from Marie Angonia et at to William J. Holler and wife, Dorothy A. Holler, of record in
Volume 464, Page 642, Deed Records of Brazos County, Texas, said 0.748 of one acre easement being
more particularly described by metes and bounds as follows:
BEGINNING at a %" Iron Rod set for the most easterly corner, said corner being located in a southeast line
of said Called 56.268 acre tract and also being located in the northwest line of the Bryan ISD Called 2.00
acre tract as described in Volume 68, Page 410, a %2' Iron Rod found for an interior corner of said Called
56.268 acre tract and the north corner of said Called 2.00 acre tract bears N 41 ° 12 ' 55 " E a distance of
138.75 feet;
THENCE S 41 ° 12 ' 55 " W, along the southeast line of said Called 56.268 acre tract and the northwest line
%.1. of said Called 2.00 acre tract a distance of 25.02 feet to a' /2' Iron Rod set in the northeast easement line of
the Fairview- Smetana Water Supply Corporation water line as described in Volume 841, Page 200, the
calculated south corner of said Called 56.268 acre tract bears S 41 ° 12 ' 55 " W a distance of 23.40 feet;
THENCE along the northeast easement line of said Fairview- Smetana Water supply Corporation water line
the following calls:
N 46 ° 41 ' 19 " W, a distance of 596.63 feet to a' /2' Iron Rod set for angle point;
N 49 ° 58 ' 27 " W, a distance of 600.55 feet to a '/2' Iron Rod set for angle point; and,
N 46 ° 41 ' 06 " W, a distance of 103.73 feet to a' /2' Iron Rod set in the southeast right -of -way line of
OSR for the most westerly corner, said corner being located in the calculated northwest line of said
Called 56.268 acre tract, the calculated west corner of said Called 56.268 acre tract bears
S28° 12'31 " W a distance of 20.10 feet;
THENCE N 28 ° 12 ' 31 " E, along the northwest line of said Called 56.268 acre tract and the southeast
right -of -way line of said OSR a distance of 25.89 feet to a 'A" Iron Rod set for the most northerly corner, a
calculated point of curvature of said 56.268 acre tract bears N 28 ° 12 ' 31 " E a distance of 1306.55 feet;
THENCE along the northeast line of this proposed 25 foot wide easement the following calls:
S 46 ° 41 ' 06 " E, a distance of 109.76 feet to a' /2' Iron Rod set for angle point;
S 49 ° 58 ' 27 " E, a distance of 600.55 feet to a' /2' Iron Rod set for angle point; and,
S 46 ° 41 ' 19 " E, a distance of 596.43 feet to the PLACE OF BEGINNING AND CONTAINING AN
AREA OF 0.748 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed
during June, 2002, under the supervision of H. Curtis Strong, Registered Professional Land
Surveyor No. 4961. For north orientation and other information see accompanying plat.
OF
... • H! RAC vii, TI • i
� .t90 Oa
r c
(
\ rest Dr. Ste. A102 -
"�5 1673 Briarc
STRONG B �.
Bryan, Texas 77802 —
Phone: (979) 776 - 9836 I
� \ 7 URVEYING cs �g r)�rcn ;
. y
\�= y
EXHIBIT "B"
N
\ M SCALE: 1" _ 100'
O Fnd. I/2" Iron Rod for
Angle Point in Coiled 56.268 Ac.
\ O 8 North Corner Coiled 2.00 Ac.
"Co O:
O
m
w ' n
` N 3 M cli
� o lo BRYAN ISD
a
w CALLED 2.00 AC.
1 v ° . 68/410
�
0 N 28 E - 25.89' S 41 W- 25.02' o w
5 46 E - 109.76' z e
5 49 E 600.55' • S 46
- '19" E 596.43' N POND O z
0748 AC ESMT.
. W 596.63' T v
.41'19"
N 49 °58'2 W 600.5 .
n .tea^ — °_ .____,-=___•
ilk .�� Foi rvi.r- Snxlma Wir. Line _ i x —R --° —
RYE SCH OOL ROAD
ill
ili �.►� i ce• �
z z x x x z x
1X 21173
JJ z x x x x S 41 W - 23.40' /- z x
V ii. —x x Calc. South Corner of f
- - — N 46 W - 103.73' 1 1 illiTt 1 Called 56.268 Ac.
Col.:. West Corner of I
1 -S 2812'3r W - 20.10'
I NOTES:
North Orientation is based on
rotating the southwest line to
Grid North by Utilizing GPS. TRACT 3
This survey was prepared with CITY OF COLLEGE STATION
the benefit of a Title Report
prepared by lawyers Title
Company. All easement PROPOSED 25' WIDE
information applicable to this
survey is shown according to WATER COLLECTION LINE ESMT.
File No. M - 1279.
A 1/2" Iron Rod with Cap will be 0.748 OF ONE ACRE
1, H. CURTIS STRONG, REGISTERED PROFESSIONAL set at all esmt. corners upon OUT OF THE
LAND SURVEYOR NO. 4961, DO f CERTIFY AL CERTIFY landowners approval of esmt.
THAT THIS PLAT REPRESENTS THE THE R RESULTS OF Taking. WILLIAM J. HOLLER
AN ON THE GROUND SURVEY AND IS TRUE AND -•� 1T �, 9 CALLED 56268 ACRE TRACT
CORRECT TO THE BEST OF MY KNOWLEDGE. �j�p:• °tat_ c . � This esmt. is based on following the
o northeast easement t e of the existing VOLUME 464, PAGE 642
/., F ' \ Fairview- Smetana Water Line which
// n was located on the ground by
■''' t•: 1;4' " '•1!) Wellborn Water Supply Corp. 5. JOHNSON SURVEY, A 147
H. CURTIS STRONG, R.P.L.S. 4961 r • 4%1 • l BRAZOS COUNTY, TEXAS
SURVEYED JUNE, 2002 <" F ` - ' � FBa
o'' ?' O ��
1 SCALE P = 100' JUNE 28, 2002
�•.
�
�� SUF JOB NO 2002053T3.DWG
•
EXHIBIT "A"
.4 "" FIELD NOTES
TRACT 3
CITY OF COLLEGE STATION
PROPOSED 40' WIDE
WATER COLLECTION LINE
TEMPORARY CONSTRUCTION EASEMENT
1.204 ACRES
OUT OF THE
WILLIAM J. HOLLER
CALLED 56.268 ACRE TRACT
VOLUME 464, PAGE 642
S. JOHNSON SURVEY, A -147
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 1.204 acres situated in the S. JOHNSON SURVEY, Abstract
No. 147, Brazos County, Texas and being a part of that certain Called 56.268 acre tract as described in
deed from Marie Angonia et al to William J. Holler and wife, Dorothy A. Holler, of record in Volume 464,
Page 642, Deed Records of Brazos County, Texas, said 1.204 acre temporary construction easement being
more particularly described by metes and bounds as follows:
BEGINNING at a point for the most easterly corner, said corner being located in a southeast line of said
Called 56.268 acre tract and also being located in the northwest line of the Bryan ISD Called 2.00 acre tract
as described in Volume 68, Page 410, a' /z' Iron Rod found for an interior corner of said Called 56.268 acre
tract and the north corner of said Called 2.00 acre tract bears N 41 ° 12 ' 55 " E a distance of 98.73 feet;
THENCE S 41 ° 12 ' 55 " W, along the southeast line of said Called 56.268 acre tract and the northwest line
of said Called 2.00 acre tract a distance of 40.03 feet to a' /2" Iron Rod set for the south corner, the
r..0, calculated south corner of said Called 56.268 acre tract bears S 41 ° 12 ' 55 " W a distance of 48.42 feet;
THENCE along the proposed southwest easement line the following calls:
N 46 ° 41 ' 19 " W, a distance of 596.43 feet to a' /2' Iron Rod set for angle point;
N 49 ° 58' 27 " W, a distance of 600.55 feet to a' /i' Iron Rod set for angle point; and,
N 46 ° 41 ' 06 " W, a distance of 109.76 feet to a ' /2' Iron Rod set in the southeast right -of -way line of
OSR for the most westerly corner, said corner being located in the calculated northwest line of said
Called 56.268 acre tract, the calculated west corner of said Called 56.268 acre tract bears
S 28 ° 12 ' 31 " W a distance of 45.99 feet;
THENCE N 28 ° 12 ' 31 " E, along the northwest line of said Called 56.268 acre tract and the southeast
right -of -way line of said OSR a distance of 41.43 feet to a /z' Iron Rod set for the most northerly corner, a
calculated point of curvature of said 56.268 acre tract bears N 28 ° 12 ' 31 " E a distance of 1265.12 feet;
THENCE along the northeast line of this proposed 40 foot wide easement the following calls:
S 46 ° 41 ' 06 " E, a distance of 119.41 feet to a point for angle point;
S 49 ° 58 ' 27 " E, a distance of 600.55 feet to a point for angle point; and,
S 46 ° 41 ' 19 " E, a distance of 596.11 feet to the PLACE OF BEGINNING AND CONTAINING AN
AREA OF 1.204 ACRES OF LAND MORE OR LESS, according to a survey performed during June,
2002, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961.
For north orientation and other information see accompanying plat.
OF
1• 1 s 7 F 4- 4, . z • er ....v
�. „BRA•• C +.'y • *•
' F •iJ/
e %. 0 4 961 N P ••
19 ti: Fss 1 �. • � 4
• �O h• ∎.•.•••
iror
r
1673 B riarcrest Gr. Ste. AT02
, ; C TRONG '''
J Bryan, ' exas T7802 "'�
Phone: (979) 776-9836 • \
1 UR VEYING Fax (979) 731-0096 —
sc. -,\,.
` \ \ email cstrongo xcyber -com
• z _
IN N n
S EXHIBIT "B''
N
IT o SCALE: 1" : 100'
1 T Fnd. 1/2" Iron Rod for
_ o Angle Point in Coiled 56.268 Ac.
uI 8 North Corner Called 2.00 Ac. -
e �
) mQ `I �
o
n
N W ,` 9 N 46 W - 109.76' i_ m Lmik e W N \ • 2 m BRYAN ISD
V S 46'41'06" E - 119.41' • CALLED 68 /400 AC
" " N y 5 49'58'27" E 600.55' A S 4 6'41'19" E 596.11' "'
y �� - 1.20 i AC. ESMT. o
IIMIIIIMIIM p o
N 49 W 600.55' N 46 W 596.43' 40.03' A
0.748 AC. ESMT. `
N 49'58'2 W 600.55' • N 46 W 596.63' POND 25.02' z
N. - - Fairview melons Wlr. Line ; _ •
�. RYE SCHOOL ROAD x z
.- x z x z x x x x x z x z- x x x x S 41 W - 23.40' - x x
N 46'41'06" W - 103.73' J. .a i311111 ( , Calc. South Corner of
�.� , f I Called 56.268 Ac.
Cols. West Corner of .;\ 21)1)
I Called 56.268 Ac.
i -S 28'12'31 W - 20.10'
I NOTES:
North Orientation is based on TRACT 3
rotating the southwest line to
Grid North by Utilizing GPS.
This survey was prepared with CITY OF COLLEGE STATION
the benefit of a Report PROPOSED 40' WIDE
prepared by Lawyers Title
Company. All easement WATER COLLECTION LINE
information applicable to this
survey is shown according to TEMPORARY CONSTRUCTION EASEMENT
File No. M - 1279.
I, H. CURTIS STRONG, REGISTERED PROFESSIONAL A 1/2 Iron Rod with Cap will be 1.204 ACRES
LAND SURVEYOR NO. 4961, DO HEREBY CERTIFY set at all esmt. corners upon
THAT THIS PLAT REPRESENTS THE RESULTS OF landowners approval of esmt. OUT OF THE
Taking.
AN ON THE GROUND SURVEY AND IS TRUE AND OF WILLIAM J. HOLLER
CORRECT TO THE BEST OF MY KNOWLEDGE. i .. o( er f , F +9; This esmt. is based on following the CALLED 56268 ACRE TRACT
�, •: r � northeast easement line of the existing VOLUME 464, PAGE 642
r• ••• 1;` • OW Fairview- Smetana Water Line which
1 HI All .1%., � i 11. Water Supply Corp.
Wellborn iy S. JOHNSON SURVEY, A - 147
H. CURTIS STRONG, R.P.L.S. 4961 • -
SURVEYED JUNE, 2002 \, :,o ?:p BRAZOS COUNTY, TE)(AS
. •• ••• fe y . SCALE: 1' = 100' JUNE 28, 2002
,B =P��
JOB NO. 2002053TC3.DWG
EXHIBIT "A"
FIELD NOTES
TRACT 4
CITY OF COLLEGE STATION
PROPOSED 25' WIDE
WATER COLLECTION LINE EASEMENT
1.176 ACRES
OUT OF THE
ROMAN CATHOLIC DIOCESE OF AUSTIN
CALLED 53.14 ACRE TRACT
VOLUME 3801, PAGE 293
FRANCISCO RUIZ LEAGUE, A - 48
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 1.176 acres situated in the FRANCISCO RUIZ LEAGUE,
Abstract No. 48, Brazos County, Texas and being a part of that certain Called 53.14 acre tract as described
in deed from William J. Holler to the Most Rev. John E. McCarthy, Bishop of the Roman Catholic Diocese of
Austin, Texas, of record in Volume 3801, Page 293, Official Records of Brazos County, Texas, said 1.176
acre easement being more particularly described by metes and bounds as follows:
BEGINNING at a %Z' Iron Rod set for the southeast corner, said corner being the southeast corner of said
Called 53.14 acre tract, said corner also being located at the intersection of the northeast right -of -way line of
Rye Loop Road and the northwest right -of -way line of OSR;
THENCE N 55 ° 32 ' 28 " W, along the northeast right -of -way line of said Rye Loop Road a distance of 25.15
feet to a'/" Iron Rod set for the southwest corner, a calculated angle point in the southwest line of said
Called 53.14 acre tract bears N 55 ° 32 ' 28 " W a distance of 218.23 feet;
THENCE N 28 ° 12' 31 " E, a distance of 1327.59 feet to a %" Iron Rod set for the point of curvature of
proposed northwest easement line;
THENCE around a curve in a counterclockwise direction having a delta angle of 07 ° 17 ' 43 ", an arc
distance of 718.72 feet, a radius of 5644.58 feet, and a chord of N 24 ° 33 ' 39 " E, a distance of 718.23 feet
to a' /" Iron Rod set in the south line of the Proposed City of College Station 2.509 acre Well Site for the
northwest corner, a' /2' Iron Rod set for angle point of said Proposed 2.509 acre site bears N 69 ° 05 ' 12 " W
a distance of 197.15 feet;
THENCE S 69 ° 05' 12 " E, along the south line of said Proposed 2.509 acre well site a distance of 25.00
feet to a' /" Iron Rod set for the northeast corner, said corner being located in the southeast line of said
Called 53.14 acre tract and the northwest right -of -way line of said OSR, the calculated point of curvature of
said Called 53.14 acre tract bears S 20 ° 12 ' 08 " W a distance of 140.68 feet;
THENCE along the southeast line of said Called 53.14 acre tract and the northwest right -of -way line of said
OSR around a curve in a clockwise direction having a delta angle of 07 ° 17 ' 43 ", an arc distance of 721.90
feet, a radius of 5669.58 feet, and a chord of S 24 ° 33 ' 39 " W, a distance of 721.41 feet to a'/" Iron Rod
set for the point of tangency of said Called 53.14 acre tract;
THENCE S 28 ° 12 ' 31 " W, continuing along the southeast line of said Called 53.14 acre tract and the
northwest right -of -way line of said OSR a distance of 1330.33 feet to the PLACE OF BEGINNING AND
CONTAINING AN AREA OF 1.176 ACRES OF LAND MORE OR LESS, according to a survey performed
during June, 2002, under the supervision of H. Cu tong, Registered Professional Land Surveyor No.
4961. For north orientation and other informaf •. it' a ..•anying plat.
/ •
• •H•• 1.•.N . �, t. •
•
iro
x
'1673 Briarcrest Dr. Ste. A'102 �/
4 Bryan, Texas 77802 Phone: (979) 776 -9836
URVEYING Fax (979) 737 -0096 S TNG
email cstrongetxcybercom '
SCALE: 1" = 200'
EXHIBIT "B"
Fnd. I" Iron Pipe for °
South Corner of
Called 13.86 Ac.
o Roman Catholic Diocese of Austin
0 3801/293 S 68'1315" W - 224.97'
cr Angle Point of Called 53.14 Ac.
Reference William J. Holler
o Called 53.14 Ac. r• 2�� 1 f� J. � ti 1 � I J 3J JJl�rJJJ a [�
2 N 55 W - 218.23' 464/662 � � J ��] Lucille Higgs Wehrman
''' Li
(Coll N 52'44'04 W - 239.48' Total) ..�..1 ;3 Called 13.86 Ac.
W R =5644.58' 279/357
>-
ar N 55'32'28' W - 25.15' 0 =07.17'43"
. L= 718.72'
T = 359.85'
1 ACRE
ESMT. LC= 718.23' N 69 °05'12 w - 197.15' PROPOSED
A ` ,
N 28. 12 , 31" E 22759 :: 4 24 ACRE
moo WELL SITE S.28:12:31- W 1330.33' IColl S 3040' W --------/
1407 .49'1 F _ —
OSR -- — tL}
Calculated southeast Corner ��
Co11etl 53.14 Ac.
Calc. North Corner
ef , JJi131�J;1 Actual R= 5669.58' of Called 53.14
R= 5669.58' D= 01.25'18"
�..�� 1 J 0= 07
.;J - 14 L =721.90' L= 140.69'
T= 361.44' T 1
LC =721.41' LC =140.68'
William J. Holler CB=S 24 W CB =S 20 •12'08 W
Called 56.268 Ac.
ICadl
464/642 R. 5669.65'
L.755.71'
LC =595.15'
CB =S 26'50'59 W
TRACT 4
NOTES:
North Orientation based on CITY OF COLLEGE STATION
rotating g the e southwest line to
Grid North by Utilizing GPs. PROPOSED 25' WIDE
This survey was prepared with WATER COLLECTION LINE ESMT.
the benefit T
of a Title Report
prepared by lawyers Title
Company. 1.176 ACRES
Companyany . All easement
1, H. CURTIS STRONG. REGISTERED PROFESSIONAL information applicable to this OUT OF THE
LAND SURVEYOR NO. 4961. DO HEREBY CERTIFY survey is shown according to
THAT THIS PLAT REPRESENTS THE RESULTS OF File No. M - 1280' ROMAN CATHOLIC DIOCESE OF AUSTIN
AN ON THE GROUND SURVEY AND IS TRUE AND r t OF . A 1/2 Iron Rod with Cap will be
P CORRECT TO THE BEST OF MY KNOWLEDGE. r 9 4,,\ set at all esmt. corners upon CALLED 53.14 ACRE TRACT
r ill ......... • landowners approval of esmt.
Taking. VOLUME 3801, PAGE 293
1
0' ,CE FRANCISCO RUIZ LEAGUE, A - 48
H. CURTIS STRONG, R.P.L.S. 4961 y '. ' . '' °• •. r BRAZOS COUNTY, TEXAS
SURVEYED JUNE. 2002 V.,; ap o;.'O r SCALE l' = 200' JUNE 28, 2002
°' � 3 JOB NO. 2002053T4.DWG
EXHIBIT "A"
w FIELD NOTES
TRACT 4
CITY OF COLLEGE STATION
PROPOSED 40' WIDE
WATER COLLECTION LINE
TEMPORARY CONSTRUCTION EASEMENT
1.874 ACRES
OUT OF THE
ROMAN CATHOLIC DIOCESE OF AUSTIN
CALLED 53.14 ACRE TRACT
VOLUME 3801, PAGE 293
FRANCISCO RUIZ LEAGUE, A - 48
BRAZOS COUNTY, TEXAS
JUNE 28, 2002
All that certain lot, tract or parcel of land being 1.874 acres situated in the FRANCISCO RUIZ LEAGUE,
Abstract No. 48, Brazos County, Texas and being a part of that certain Called 53.14 acre tract as described
in deed from William J. Holler to the Most Rev. John E. McCarthy, Bishop of the Roman Catholic Diocese of
Austin, Texas, of record in Volume 3801, Page 293, Official Records of Brazos County, Texas, said 1.874
acre temporary construction easement being more particularly described by metes and bounds as follows:
BEGINNING at a' /z' Iron Rod set in the north right -of -way line of RYE LOOP ROAD for the southeast
corner, said corner being N 55 ° 32 ' 28 " W a distance of 25.15 feet from the calculated southeast corner of
said Called 53.14 acre tract,
THENCE N 55 ° 32 ' 28 " W, along the northeast right -of -way line of said Rye Loop Road a distance of 40.24
°Iw feet to a point for the southwest corner, a calculated angle point in the southwest line of said Called 53.14
acre tract bears N 55 ° 32 ' 28 " W a distance of 178.00 feet;
THENCE N 28 ° 12 ' 31 " E, a distance of 1323.21 feet to a point for the point of curvature of proposed
northwest easement line;
THENCE around a curve in a counterclockwise direction having a delta angle of 07 ° 17 ' 43 ", an arc
distance of 713.62 feet, a radius of 5604.58 feet, and a chord of N 24 ° 33 ' 39 " E, a distance of 713.14 feet
to a point in the south line of the Proposed City of College Station 2.509 acre Well Site for the northwest
corner, a' /2" Iron Rod set for angle point of said Proposed 2.509 acre site bears N 69 ° 05' 12 " W a
distance of 157.15 feet;
THENCE S 69 ° 05 ' 12 " E, along the south line of said Proposed 2.509 acre well site a distance of 40.00
feet to a' /2' Iron Rod set for the northeast corner;
THENCE 25 feet from and parallel to the southeast line of said Called 53.14 acre tract and the northwest
right -of -way line of said OSR around a curve in a clockwise direction having a delta angle of 07 ° 17' 43 ",
an arc distance of 718.72 feet, a radius of 5644.58 feet, and a chord of S 24 ° 33' 39 " W, a distance of
718.72 feet to a Iron Rod set for the point of tangency of said curve;
THENCE S 28 ° 12 ' 31 " W, continuing 25 feet from and parallel to the southeast line of said Called 53.14
acre tract and the northwest right -of -way line of said OSR a distance of 1327.59 feet to the PLACE OF
BEGINNING AND CONTAINING AN AREA OF 1.874 ACRES OF LAND MORE OR LESS, according to a
survey performed during June, 2002, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961. For north orientation - ...--::;.:-r information, see accompanying plat.
O1" �'
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4961 '�
t.oa O *'E ff: G
94i Af
.. $uR
",."
I r
.:. 1673 Briarcrest Dr. Ste. A102
< _ C TRONG Bryan, Texas 77802 -�'
J URVEYING Ph one ax. (979) 731-0096 776-9836
31 - /
' email cstrongotxcybercom ' S/
SCALE: 1" = 200"
EXHIBIT "B"
Fnd. 1 Iron Pipe for
South Corner of
Called 13.86 Ac.
o Roman Catholic Diocese of Austin
O 3801/293 S 6813'15" W - 224.97'
' Angle Point �f Coned 53.14 Ac. Reference William J. Holler ..�.� �r�, ]�� � 1 '1
0. o N 55 VI - 178.00' Called 464/662 Ac. ItA •� 8A A.:1 J i�.�.1:.1�
464/662 l , 11 Lucille Higgs Wehrmon
(Call N 52 W - 239.48' Total)
ti J
W -1i)
Called 13.86 Ac.
>- R= 5644.58' 279/357
N 55'32'28" W - 15.15' 0= 07 R= 5604.56'
N 55'32'28" Y' - 40.24' 1.874 L =718.72' D= 07'17'43"
/�
E S M T
4 , 7=359.85' L= 713.62' w
N 28 ' 1 2'31 - E 13 23.21' A CR E LC =718.23' T= 357.30' '_° . PROPOSED
_
S 28.1 2'31' W CB =S 24 W 33' W - in 2.509 ACRE
132T.5g C8 =5 24 W o
S...28.112'3..................1" WELL SITE
m
\y /330 .... .33' .... al _ ' m
,I�( (Cl S 30 W 1407 -49.1 40.00' m
... ....OSR . _ 1 ;yam - -
/ -11111.111111.1
Colculated southeast Corner , ��
Coned 5 Ac. �_
1.176 ACRE ESMT. t
Cola. North Corner
/ _..I,, J h � jJ � e > J ,� A ctual R= 5669.58' of Called 53.14 Ac.
v�1I :.1 �.1.�.�:.1 R=5669.58' D= 01.25'18"
.i 1 1 D0.079T43"
, � , J J f L= 721.90' 7 . 0.
7= 361.44' T= 70.35'
LC= 721.41' LC= 140.68' •
William J. Holler CB =S 24 W CB =S 2012 "08" W
Called 56.268 Ac. (Caul
464/642 R= 5669.65'
L= 755.71' •
LC =755.15' TRACT 4
CB -5 26 W
NOTES: CITY OF COLLEGE STATION
North Orientation based on PROPOSED 40' WIDE
rotating the southwest line to
Grid North by utilizing GPs. WATER COLLECTION LINE
This
the benefit o was s Title Report TEMPORARY CONSTRUCTION EASEMENT
prepared by Lawyers Title
1, H. CURTIS STRONG, REGISTERED PROFESSIONAL Company. AU easement 1.874 ACRES
information applicable to this
LAND SURVEYOR NO. 4961, DO HEREBY CERTIFY survey is shown according to OUT OF THE
THAT THIS PLAT REPRESENTS THE RE 3ULTS OF File No. M - 1280.
AN ON THE GROUND SURVEY AND IS TRUE AND ' OF � �
ROMAN CATHOLIC DIOCESE OF AUSTIN
CORRECT TO THE BEST OF MY KNOWLEDGE p ;• 1 8iF. t A t/2 Iron Rod with Cap will be
CALLED 53.14 ACRE TRACT
` • 4 set at an e5pf. corners VOLUME 3801, PAGE 293
�'•: �- '> landowners approval of esml sml.
\1 I N t Taking. FRANCISCO RUIZ LEAGUE, A - 48
H. CURTIS STRONG, R. P. L.S. 4961 `!";W
SURVEYED JUNE, 2002 \ \� 9 oa O r SCALE BRAZOS COUNTY, TEXAS r = 200' JUNE 28, 2002
•• .• • .•
.
tip 8 U R
JOB NO. 2002053T4.DWG
..--- ------"C ' ----
1
" " '•'• •.• •:::•:••::::........::::.•.::.::::...::..........•
/
Proposed ....:::::::.-E,............::::::::::.:::::.:::::......:::..............!.....-........•
I' ,
x.509 AcSite re Well 7 Well Site and Easements
-- 1Nell
1 MI
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