HomeMy WebLinkAbout10-24-2002-10.09 - Resolution - 10/24/2002 RESOLUTION DETERMINING NEED
RESOLUTION NO. 10 -24- 2002 -10.09
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 AND ACCESS EASEMENTS; GIVING NOTICE OF AN
OFFICIAL DETERMINATION TO ACQUIRE EXCLUSIVE PUBLIC UTILITY
EASEMENTS AND TEMPORARY CONSTRUCTION AND ACCESS EASEMENTS IN
PROPERTY FOR THE LIFT STATION NO. 1 GRAVITY SEWER LINE PROJECT; AND
ESTABLISHING PROCEDURES FOR THE ACQUISITION OF EXCLUSIVE PUBLIC
UTILITY EASEMENTS AND TEMPORARY CONSTRUCTION AND ACCESS
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 and access easements for wastewater lines, connecting
lines, access facilities, communication lines and related equipment for the Lift Station No. 1
Gravity Sewer 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,
4.0 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 Lift Station No. 1 Gravity Sewer
Line Project, and the public welfare and convenience will be served by the acquisition
of exclusive public utility easements and construction and access easements in the
property referenced in Exhibit "A" attached hereto and made a part hereof for all
purposes as part of the Lift Station No. 1 Gravity Sewer Line Project, for the purpose
of improving wastewater operations.
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 and access
easements in property for the Lift Station No. 1 Gravity Sewer 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 and access easements in said parcels.
PART 4: After consideration of said recommendation, the City Manager shall establish and
41110 approve the amount determined for acquisition of exclusive public utility easements
and construction and access easements in the parcels.
1
RESOLUTION NO. 10 -24- 2002 -10.09 Page 2
4 110 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 and access 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 and access 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 and access 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 24 day of October, A.D. 2002.
ATTEST: APPROVED:
41
j atrtrL - -
CONNIE HOOKS, City Secretary RON SI VIA, Mayor
APPROVED:
E- Signed by Roxanne 4 ?
,U d Y. with Apprwel
City Attorney
Slow
EXHIBIT "A"
20 Foot Wide Permanent Wastewater Easement
FIELD NOTE DESCRIPTION OF A
0.184 ACRE TRACT OF LAND OUT OF THE
TIMOTHY J. CROWLEY TRACT,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEING a 0.184 acre (8,026 square feet) tract of land situated in the Robert Stevenson
League, Abstract No. 54, Brazos County, Texas, being a portion of the remainder of that
certain called 734.96 acre tract of land described in a Special Assumption Warranty Deed
With Vendor's Lien to Timothy J. Crowley, recorded in Volume 1415, Page 74, of the
Official Records of Brazos County, Texas ( O.R.B.C.T.), said 0.184 acre tract of land
being more particularly described by metes and bounds as follows with bearings based on
the Texas State Plane Coordinate System, Texas Central Zone - NAD83, which is based
upon the published position of the City of College Station Horizontal Control Monuments
No. 131 and 138 established in 1994:
COMMENCING at a 1/2-inch iron rod (Control Monument) found marking the
intersection of the northwesterly line of that certain called 14.28 acre tract of land
described in a Special Warranty Deed With Vendor's Lien to K.S. Moss Capital Corp.,
recorded in Volume 2763, Page 147, O.R.B.C.T., and the southwesterly right -of -way
(R.O.W.) line of State Highway No. 6 (a variable width R.O.W. at this location), and
from said point a 1 / -inch iron rod (Control Monument) found marking the most westerly
corner of said 14.28 acre tract bears South 41 degrees 41 minutes 03 seconds West, at
2,012.22 feet;
THENCE, South 49 degrees 31 minutes 05 seconds East, along the southwesterly R.O.W.
line of said State Highway No. 6, a distance of 614.14 feet to a point marking the most
easterly corner of the remainder of that certain called southeast one -half (1/2) of a 30 acre
tract of land described in a Trustee's Deed to Jewel T. Pigg, recorded in Volume 04051,
Page 00176, O.R.B.C.T., same being the most northerly corner of said Timothy J.
Crowley tract, and from which a Type I concrete R.O.W. monument found (broken but in
good condition at the base) marking an angle point along the southwesterly R.O.W. line
of said State Highway No. 6 bears South 49 degrees 17 minutes 58 seconds East, at
754.24 feet;
THENCE, South 41 degrees 41 minutes 03 seconds West, departing the southwesterly
R.O.W. line of said State Highway No. 6, along the common line of the southeasterly line
of said Jewel T. Pigg tract and a northwesterly line of said Timothy J. Crowley tract, a
distance of 673.40 feet to a point for the POINT OF BEGINNING and the most
northerly corner of the herein described tract, said point being located at Texas State
Plane Coordinate grid position X= 3575836.64 and Y= 10192288.53;
` �Irr
Page 1 of 4
Description of 0.184 acre tract
THENCE, departing said common line, through the interior of said Timothy J. Crowley
tract the following 3 courses:
1) South 45 degrees 38 minutes 20 seconds East, a distance of 400.86 feet to
a point for the most easterly corner of the herein described tract, said point
being in a northwesterly line of a 20 foot wide Utility Easement, recorded
in Volume 04328, Page 00164, O.R.B.C.T.;
2) South 39 degrees 02 minutes 45 seconds West, along the northwesterly
line of said 20 foot wide Utility Easement, a distance of 20.09 feet to a
point for the most southerly corner of the herein described tract;
3) North 45 degrees 38 minutes 20 seconds West, departing the
northwesterly line of said 20 foot wide Utility Easement, a distance of
401.79 feet to a point for the most westerly corner of the herein described
tract, said point being in the common line of the southeasterly line of said
Jewel T. Pigg tract and a northwesterly line of said Timothy J. Crowley
tract;
THENCE, North 41 degrees 41 minutes 03 seconds East, along said common line, a
distance of 20.02 feet to the POINT OF BEGINNING of the herein described tract,
delineating and encompassing within the metes recited 0.184 acre (8,026 square feet) of
land, more or less.
30 Foot Wide Temporary Construction Easement
In addition, it is intended to create a thirty -foot (30) wide Temporary Construction
Easement adjacent and parallel to the southwesterly line of the above described
permanent wastewater easement. This Temporary Construction Easement contains an
area of 0.277 acre (12,074 square feet) of land.
Page 2 of 4
Description of 0.184 acre tract
An easement exhibit drawing of even survey date herewith accompanies this field note
description.
I, Daniel M. Flaherty, Registered Professional Land Surveyor No. 5004, State of Texas,
do hereby certify that this field note description and the easement exhibit drawing
attached hereto were prepared from an actual survey of the property performed on the
ground and that the same is true and correct.
; OF
G
� * o. t k
DANIEL M. FLAHERTY
,t' : • 5004 .mac' ' I ;
• ssi. • 0,
„
_ _I.. ll c - /�• 09 -05 -02
iel M. Flaherty, • . • .L.S. ' o. 004 Date
The Wallace Group, Inc.
Old Town Square
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248 -0065
See attached plat A -RR 4039
14866- FN07.doc
Page 3 of 4
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.
EXHIBIT "A"
DRAWING TO ACCOMPANY FIELD NOTE DESCRIPTION OF
0.184 ACRE PERMANENT WASTEWATER EASEMENT AND
0.277 ACRE TEMPORARY CONSTRUCTION EASEMENT
FNO. TYPE I CONCRETE
STATE HIGHWAY NO. 6 R.G.W. MONUMENT — BROKEN
FND. 1/2• IRON ROD ( maw 14.0.1►.)
1 vat_ 534 ( MONUMENT) _ S 49'17 E� - 754.24' — _R.O.W. UNC
R.O.W. UNEJ S 49'31'05" E _ 614.14' — — 11 l
84 5'
30' PIPELINE ESMT.
illo
SD R B.C.T.
FIELD NOTE EASEMENT 20' TEMPORARY ACCESS 1
COMMENCING 0.327 ACRE (14,263 S.F.) I
POINT n
CD I I I
20' UTIUTY EASEMENT -- H
3 I 1 VOL 04328, PG. 00164
O.R.B.C.T.
CALLED 14.28 ACRES JEWEL T. PIGG TIMOTHY J. CROWLEY
K.S. MOSS CAPITAL CORP. REMAINDER OF CALLED REMAINDER OF
N VOL 2763, PG. 147 I SOUTHEAST ONE —HALF (1/2) 0 CALLED 734.98
NI R O.R.B.C.T. I V OL. 3 0405 0 C TRACT : � 7-20' VOL O.4 PG. 74
�+ O.R.B.C
(` s In 1 I 20' PERMANENT WASTEWATER
EASEMENT
3 w I I C 0.184 ACRE (8,028 S.F.)
F IELD NOTE r J
R POINT OF
F-_ 1 BEGINNING '� . , ..
,* "' GRID (X) •3575838.6/ , . . % , , . '. ." .. '' „':`isS% 'ii
NI 1 �GRID(Y)a10192288.53 •••.:•.:..:,..•, .'�:•:.: .. ..
C O' TEMP EASEMENT E E T STRUCnoN 1 1 1
0.277 ACRE (12,074 S.F.) 1 1
'' FNO. 1/2• IRON Roo LEGEND 1
1 / T) — — — • - 1/Y IRON R00 FOUND 1
4 / f — _I (UNLESS OTHERWISE NOTED) 1
1 EA G[JE O.R.B.C.T. ■ OFFICIAL RECORDS OF BRAZOS 1
COUNTY, TEXAS
N S 011 5, D.R.B.C.T. - OF BRAZOS
a ERT S 1- N (BRC -DST - �
O.R.& R�WL 2763.
a ROB A $S NOTES: , BE IT KNOWN THAT THE SURVEYOR HAS NOT PERFORMED A
cu
LINE TABLE COMPLETE ABSTRACT AND HAS NOT BEEN FURNISHED A TITLE OTHER RIGHTS
N LINE LENGTH BEARING ' AFFECTING THE MAY NOT SHOW
L1 400.86' S 45'38'20” E 2.) THIS EXHIBIT DRAWING IS ACCOMPANIED BY A SEPARATE FELD
I NOTE DESCRPnON.
L2 20.09' S 39'02'45" W 3.) BASS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE
L3 401 N 45'38'20" W SYSTEM, TEXAS CENTRAL ZONE - NAD 83, WHICH IS BASED
in UPON THE PUBLISHED POSITIONS OF THE CITY OF COLLEGE
L4 20.02' N 41'41'03" E STATION HORIZONTAL CONTROL MONUMENTS 140. 131 AND 138
o ESTABLISHED IN 1994.
CO The Wallace Group, Inc. ,
N Engineers • Architects • Planners • Surveyors - OF
Waco * Killeen * Austin * Temple * Dallas * Round Rock , ,�P� 6\'sre K
co
v.
I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT OANIEL�M. Ft�HERr
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND • • • EL ... , „. , , ;�
o SURVEYS IN THE STATE OF TEXAS. THIS ' 5TH DAY OF • 1 •.. : 2002. 1 < -lc.. 5004 Pte.
l ,
k L SURVEYED: MAY 15, 2002 . . L M. HERTY, R.'. S. ." .04 �Q , " '' 4 OF 4
0 120 240 PLAT NO. A— RR 4039 DRAFT DATE R -21 —n2 DRAWN BY RKS
11 SCALE - -_— WORK ORDER NO. 14866 FIELDBOOK/PG. RR7/15 F/N #14866 —FN07
DIGITAL FILE 14866MSTR TAB # A -4039
EXHIBIT "A"
20 Foot Wide Temporary Access Easement
MELD NOTE DESCRIPTION OF A
0.327 ACRE TRACT OF LAND OUT OF THE
TIMOTHY J. CROWLEY TRACT,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEING a 0.327 acre (14,263 square feet) tract of land situated in the Robert Stevenson
League, Abstract No. 54, Brazos County, Texas, being a portion of the remainder of that
certain called 734.96 acre tract of land described in a Special Assumption Warranty Deed
With Vendor's Lien to Timothy J. Crowley, recorded in Volume 1415, Page 74, of the
Official Records of Brazos County, Texas ( O.R.B.C.T.), said 0.327 acre tract of land
being more particularly described by metes and bounds as follows with bearings based on
the Texas State Plane Coordinate System, Texas Central Zone - NAD83, which is based
upon the published position of the City of College Station Horizontal Control Monuments
No. 131 and 138 established in 1994:
COMMENCING at a 1/2-inch iron rod (Control Monument) found marking the
intersection of the northwesterly line of that certain called 14.28 acre tract of land
described in a Special Warranty Deed With Vendor's Lien to K.S. Moss Capital Corp.,
recorded in Volume 2763, Page 147, O.R.B.C.T., and the southwesterly right -of -way
(R.O.W.) line of State Highway No. 6 (a variable width R.O.W. at this location), and
from said point a 1/2-inch iron rod (Control Monument) found marking the most westerly
corner of said 14.28 acre tract bears South 41 degrees 41 minutes 03 seconds West, at
2,012.22 feet;
THENCE, South 49 degrees 31 minutes 05 seconds East, along the southwesterly R.O.W.
line of said State Highway No. 6, a distance of 614.14 feet to a point marking the most
easterly corner of the remainder of that certain called southeast one -half (1/2) of a 30 acre
tract of land described in a Trustee's Deed to Jewel T. Pigg, recorded in Volume 04051,
Page 00176, O.R.B.C.T., same being the most northerly comer of said Timothy J.
Crowley tract, and from which a Type I concrete R.O.W. monument found (broken but in
good condition at the base) marking an angle point along the southwesterly R.O.W. line
of said State Highway No. 6 bears South 49 degrees 17 minutes 58 seconds East, at
754.24 feet;
THENCE, South 49 degrees 17 minutes 58 seconds East, continuing along the
southwesterly R.O.W. line of State Highway No. 6, a distance of 25.00 feet to a point for
the POINT OF BEGINNING and the most northerly comer of the herein described
tract, said point being located at Texas State Plane Coordinate grid position
X= 3576303.38 and Y= 10192775.09;
lOarw
Page 1 of 4
Description of 0.327 acre tract
THENCE, South 49 degrees 17 minutes 58 seconds East, continuing along the
southwesterly R.O.W. line of said State Highway No. 6, a distance of 20.00 feet to a
point for the most easterly corner of the herein described tract;
THENCE, South 41 degrees 41 minutes 03 seconds West, departing the southwesterly
R.O.W. line of said State Highway No. 6, parallel with and 50 feet perpendicular to the
common line of the southeasterly line of said Jewel T. Pigg tract and a northwesterly line
of said Timothy J. Crowley tract, a distance of 676.27 feet to a point for the most
southerly corner of the herein described tract, said point being in the northeasterly line of
a proposed 20 foot wide Permanent Wastewaster Easement;
THENCE, North 45 degrees 38 minutes 20 seconds West, along the northeasterly line of
said proposed Permanent Wastewater Easement, a distance of 45.05 feet to a point for the
most westerly corner of the herein described tract, said point being in the common line of
the southeasterly line of said Jewel T. Pigg tract and a northwesterly line of said Timothy
J. Crowley tract;
THENCE, North 41 degrees 41 minutes 03 seconds East, along said common line, a
distance of 30.03 feet to a point for corner of the herein described tract;
THENCE, South 45 degrees 38 minutes 20 seconds East, departing said common line, a
distance of 25.03 feet to a point for an interior corner of the herein described tract;
THENCE, North 41 degrees 41 minutes 03 seconds East, parallel with and 25 feet
perpendicular to said common line, a distance of 644.96 feet to the POINT OF
BEGINNING of the herein described tract, delineating and encompassing within the
metes recited 0.327 acre (14,263 square feet) of land, more or less.
An easement exhibit drawing of even survey date herewith accompanies this field note
description.
41 1110 ,
Page 2 of 4
liov
Description of 0.327 acre tract
I, Daniel M. Flaherty, Registered Professional Land Surveyor No. 5004, State of Texas,
do hereby certify that this field note description and the easement exhibit drawing
attached hereto were prepared from an actual survey of the property performed on the
ground and that the same is true and correct.
%(E OF T -.
� '� P . '6 % STS +. k
DANIEL ............
M
FLAHERT/
0 09 5004 ,.4 •
/, 'L, ; • ssto. m
• . '� r► ��� _ _
-05 -02
D aniel M. Flaherty rL.S. ■ ;. 11' Date
The Wallace Group, Inc. i
Old Town Square
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248 -0065
0 11oy
See attached plat A -RR 4040
14866- FN08.doc
'tow ill
Page 3 of 4
EXHIBIT "A"
DRAWING TO ACCOMPANY FIELD NOTE DESCRIPTION OF
0.327 ACRE TEMPORARY ACCESS EASEMENT
STATE HIGHWAY NO. 6
Fla 1/Y IRON ROD (VARIABLE WIDTH R.0.Y.) L1 S 4917'58" E — 754.2
(CONTROL MONUMENT) _
aW
R o.w_uNE S 49'31'05" E — 614_14' _ _ —
END. TYPE I CONCRETE
• R.O.W. MONUMENT-BROKEN NOTE
FIELD NOTE POINT OF
E BEGINNING [''
COMMENCING A GRID (X) "3576303.38
POINT LE GRID (Y) -10192775
mOlf " N O ,' 5 )
C4 r" rr
S 1 C 1 �- -3 0' PIPELINE ESMT.
° lo, I OD BST VOL .G. 84
c41 R A }:.:.
1
3 `' CALLED 14.28 ACRES JEWEL T. PIGG ? ):1•••••• T1MOTHY J. CROWLEY
K.S. MOSS CAPITAL CORP. REMAINDER OF CALLED M REMAINDER OF
p g VOL 2763, PG. 147
O.R.B.C SOUTHEAST ONE -HALF (1/2)
OF 30 ACRE TRACT �' '
. VOL 1415, PG. 74
CALLED 734.96
; t � VOL 04051, PG. 00176 1 • • O.R.B.C.T.
.4 z
O.R.B.C.T. 3 I i•
F ^ •,,3
END. 1/2" I1CN ROD
(CONTROL MONUMENT) NT) t.
2 0' TEMPORARY ACCESS
` EASEMENT
1 • 0.327 ACRE (14,263 S.F.)
NOTES
1.) BE IT KNOWN THAT THE SURVEYOR HAS NOT PERFORMED A
COMPLETE ABSTRACT AND HAS NOT BEEN FURNISHED A TITLE
'— COMMENT. THEREFORE SOME EASEMENTS OR OTHER RIGHTS
AFFECTING 1HE TRACT MAY NOT BE SHOWN.
2.) THIS EXHIBIT DRAWING IS ACCOMPANIED BY A SEPARATE FIELD
NOTE DESCRIP110N. t.
3.) BASIS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE
SYSTEM, TEXAS CENTRAL ZONE - NAD 83, WHICH IS BASED
UPON 1HE PUBUSHED POSITIONS OF THE aTY OF COLLEGE ( ... 20' PERMANENT WASTEWATER
STATION HORIZONTAL CONTROL MONUMENTS NO. 131 AND 136 EASEMENT
ESTABUSHED IN 1994. 0.184 ACRE (8,026 S.F.)
b LINE TAB . }:
= LINE LENGTH BEARING •'.. : : ,.•,
a L1 25.00' S 49'17'58" E L EGEND �' •
L2 20.00' S 4917'58" E • ■ 1/2' IRON ROD FOUND 1
L3 676.27' S 41'41'03" W (UNLESS OTHEMNSE NOTED) 7
L4 45.05' N 45'38'20" W O.R.B.C.T. - OFFICIAL RECORDS OF BRAZOS - 1 - — —
sN L5 30.03' N 41'41'03" E ATM' TEXAS.
�i D.R.B.C.T. - DEED RECORDS CF BRAZOS 3 0' TEMPORARY CONSTRUCTION
L6 25.03' S 45'38'20"
0.
cx
L7 644.96' _ N 41'41'03" E (BRO. - DIET.) - D�EED C.T.
2793, I 0.077 ACRE (12,074 S.F.) V .. .
Engineers • Architects • Planners • Surveyors ' OF T`
The Wallace Group, Inc.
W aco * Killeen * Austin * Temple * Dallas * Round Rock , � kQ:• 6`Te' --a k
. * o,cn
7. I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT DANIEL FI_AHER;Y
a THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND • • • • •
m SUR IN THE STATE OF TEXAS. THI E I. DAY OF • ' I ..: ■ 2002. 9 4,6. .f 5004_* �••
1 UR
ru-
i; SURVEYED: MAY 15 2002 ��"EL M. ER • , R.'. . '= 5004 OR C �` 4 OF 4
0 120 240 PLAT NO. A— RR 40441 DRAFT DATE R -21 -772 DRAWN BY RKS
11 SCALE - - -- WORK ORDER NO. 14866 FlELDBOOK/PG, RR7/15 FAN 114866 —FNO8
iii DIGITAL FILE 14866MSTR TAB # A -4040
EXHIBIT "A"
20 Foot Wide Permanent Wastewater Easement
MELD NOTE DESCRIPTION OF A
0.142 ACRE TRACT OF LAND OUT OF THE
JEWEL T. PIGG TRACT,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEING a 0.142 acre (6,196 square feet) tract of land situated in the Robert Stevenson
League, Abstract No. 54, Brazos County, Texas, being a portion of the remainder of that
certain called southeast one -half (1/2) of a 30 acre tract of land described in a Trustee's
Deed to Jewel T. Pigg, recorded in Volume 04051, Page 00176, of the Official Records
of Brazos County, Texas ( O.R.B.C.T.), said 0.142 acre tract of land being more
particularly described by metes and bounds as follows with bearings based on the Texas
State Plane Coordinate System, Texas Central Zone - NAD83, which is based upon the
published position of the City of College Station Horizontal Control Monuments No. 131
and 138 established in 1994:
COMMENCING at a' /z -inch iron rod (Control Monument) found marking the
intersection of the northwesterly line of that certain called 14.28 acre tract of land
described in a Special Warranty Deed With Vendor's Lien to K.S. Moss Capital Corp.,
fir° recorded in Volume 2763, Page 147, O.R.B.C.T., and the southwesterly right -of -way
(R.O.W.) line of State Highway No. 6 (a variable width R.O.W. at this location), and
from said point a l/ -inch iron rod (Control Monument) found marking the most westerly
corner of said 14.28 acre tract bears South 41 degrees 41 minutes 03 seconds West, at
2,012.22 feet;
THENCE, South 49 degrees 31 minutes 05 seconds East, along the common line of the
southwesterly R.O.W. line of said State Highway No. 6 and the northeasterly line of said
14.28 acre tract, a distance of 307.48 feet to a point marking the most easterly corner of
said 14.28 acre tract, same being the most northerly corner of said Jewel T. Pigg tract;
THENCE, South 41 degrees 40 minutes 44 seconds West, departing the southwesterly
R.O.W. line of said State Highway No. 6, along the common line of the northwesterly
line of said Jewel T. Pigg tract and the southeasterly line of said 14.28 acre tract, a
distance of 657.64 feet to a point for the POINT OF BEGINNING and the most
northerly corner of the herein described tract, said point being located at Texas State
Plane Coordinate grid position X= 3575613.93 and Y= 10192499.32;
eirY
Page 1 of 4
Description of 0.142 acre tract
THENCE, departing said common line, through the interior of said Jewel T. Pigg tract
the following 3 courses:
1) South 70 degrees 58 minutes 43 seconds East, a distance of 29.58 feet to a
point for corner of the herein described tract;
2) South 42 degrees 21 minutes 01 seconds East, a distance of 133.43 feet to
a point for corner of the herein described tract;
3) South 45 degrees 38 minutes 20 seconds East, a distance of 146.68 feet to
a point for corner of the herein described tract, said point being in the
southeasterly line of said Jewel T. Pigg tract;
THENCE, South 41 degrees 41 minutes 03 seconds West, along the southeasterly line of
said Jewel T. Pigg tract, a distance of 20.02 feet to a point for the most southerly corner
of the herein described tract;
THENCE, through the interior of said Jewel T. Pigg tract the following 3 %law 1) North 45 degrees 38 minutes 20 seconds West, a distance of 148.19 feet to a
point for comer of the herein described tract;
2) North 42 degrees 21 minutes 01 seconds West, a distance of 128.90 feet to a
point for corner of the herein described tract;
3) North 70 degrees 58 minutes 43 seconds West, a distance of 32.83 feet to a
point for corner of the herein described tract, said point being in the common
line of the southeasterly line of said 14.28 acre tract and the northwesterly line
of said Jewel T. Pigg tract;
THENCE, North 41 degrees 40 minutes 44 seconds East, along said common line, a
distance of 21.67 feet to the POINT OF BEGINNING of the herein described tract,
delineating and encompassing within the metes recited 0.142 acre (6,196 square feet) of
land, more or less.
Page 2 of 4
Description of 0.142 acre tract
30 Foot Wide Temporary Construction Easement
In addition, it is intended to create a thirty -foot (30) wide Temporary Construction
Easement adjacent and parallel to the northeasterly line and a portion of the
southwesterly line of the above described permanent wastewater easement. These
Temporary Construction Easements contain a combined area of 0.236 acre (10,271
square feet) of land.
An easement exhibit drawing of even survey date herewith accompanies this field note
description.
I, Daniel M. Flaherty, Registered Professional Land Surveyor No. 5004, State of Texas,
do hereby certify that this field note description and the easement exhibit drawing
attached hereto were prepared from an actual survey of the property performed on the
ground and that the same is true and correct.
Ihr ' OF
'•CQ;.'6‘sr '
03 : �_ R i ' ' cJ�
DANIEL M. FLAHER Y
5004 N >C
' 4
UR
�
./, 11/1 ilf.. l 09 -05 -02
:: ie1 M. Flaherty, ' .P.L.S (37 Date
The Wallace Group, Inc.
Old Town Square
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248 -0065
See attached plat A -RR 4038
14866- FN06.doc
Page 3 of 4
. -
EXHIBIT "A"
DRAWING TO ACCOMPANY FIELD NOTE DESCRIPTION OF
0 .142 PERMANENT WASTEWATER EASEMENT AND
0.213 ACRE & 0.023 ACRE TEMPORARY CONSTRUCTION EASEMENT
F1N0. 1/2 IRON ROD STATE HIGHWAY NO. 6
(CONTROL MONUMENT) (VARIABLE WIDTH R.O.W.)
R.O.W. UNE
..w.�JNE _ S 49'31'05" E - 307_48'__ _. — — —
($ 46'00'28' E - 307.46')
LOT 1 S FIELD NOTE S JEWEL T. PIGG
BLOCK 1 COMMENCING REMAINDER E- CALLED
:� SOUTHEAST ONE -HALF (1/2)
K.T.H. COMMERCIAL ADDITION POINT co OF 30 ACRE TRACT
VOL 4377, PG. 206 N VOL 04051, PG. 00178
I.0
O.R.B.C.T.
O.R.B.C.T.
I
30' TEMPORARY CONSTRUCTION)
KOREAN MISSION N r. CALLED 14.28 ACRES • EASEMENT TIMOTHY J. CROWLEY
CHURCH OF TEXAS A&M c N i I ,o K.S. MOSS CAPITAL CORP. zi:I 0.213 ACRE (9,288 S.F.) CALLED P PORTION
VOL 4413, PC. 205 I of VOL 2763, PG. 147
O.R.B.C.T. 0 s O.R.B.C.T. VOL 1415, PG. 74
N ) a PG.
20' PERMANENT 1 O.R.B.C.T. T
N
3 w 0.142 ACRE (8,198 S.F.)
FIELD NOTE
Fr w POINT OF : :: :: : : ' , /
:t z BEGINNING 03 ;�
N GRID (X) "3575613.93 1.•. J '.'' -' -I
GRID (Y) -10192499.32 L 5 '/ /
J V S
I
30' TEMPORARY CONSTRUCTION
EASEMENT
0.023 ACRE (985 S.F.)
/ E A GU E
yew — — l (CONma MauMEN1) — — — s p 5 —
T s�EV�T Np
LINE T ABLE RpTqER
UNE LENGTH BEARING
L1 29.58' S 70'58'43" E
L2 133.43' S 42'21'01" E
a L3 146.68' S 45'38'20" E
U
L4 20.02' S 41'41 X0 W LEGEND NOTES: BE IT KNOWN THAT THE SURVEYOR HAS NOT PERFORMED A
M L5 148.19 N 45'38 20 W . 1/2' IRON ROD FOUND COMPLETE ABSTRACT AND HAS NOT BEEN FURNISHED A TITLE •
ti L6 128.90' N 42'21'01" W oTHNERWISE 110 ) TMDdT, THEREFORE SOME EASEMENTS OR OTHER RIGHTS
N. ( AFFECTING THE TRACT MAY NOT BE SHOMRI.
L7 32.83' N 70'58'43" W O.R.B.C.T. ■ OFFIOAL RECORDS OF BRAZOS 2.) THIS DOIIBIT DRAWING IS ACCOMPANIED BY A SEPARATE F1EID
N L8 21.67' N 41'40'44" E COUNTY, TEXAS. NOTE DESCRIPTION.
N ' S 41 W O.R B.0 DEED RECORDS OF BRAZ05 1) BASIS OF BEARINGS IS THE TEXAS STATE PLANE COORDNIATE
L9 32.51 T -
SYSTEM, TEXAS CENTRAL ZONE - NAD 83, #4CH 15 BASED
■ L10 32.83' N 70'58 W COUNTY TEXAS. UPON THE PUBUSHED POSITIONS Cr THE aTY OF COLLEGE
Lll 32.51 N 41'40'44" E (BRO. - DIST.)- DEED 4�0.RB 2781 STATION �jpp4COL MONUMENTS NO. 131 AND 138
i? w The Wallace Group, Inc.
Engineers • ■ Architects • Planners • Surveyors OF ` %. Waco * Killeen * Austin * Temple * Dallas * Round Rock ,,Q�C , ....F- , co
LIEF THAT ' , ... . �o • N
I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BE
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND ■ DANIEL M. FLAHERTY ,
ZS SU IN THE STATE OF TEXAS. THIS ' 5TH DAY OF ' 1 .. - . 2002. 0" 2 5004 �P .,c' �-/
•fSSIO p
_ �_ / ,• jRN
E
ru L
SURVEYED: MAY 15, 2002 , M. c c ' 4 OF 4
i ERT'Y, R.'.LS. N• '.04 a
41 ' 0 120 240 PLAT NO. A— RR 4n3R DRAFT DATE R -21 -09 DRAWN BY RKS
11 I SCALE mom WORK ORDER NO. 14886 FIELDBOOK/PG. RR7/15 F #14866 —FNQ6
3 DIGITAL FILE 14866MSTR TAB # A -403R
orlor
EXHIBIT "A"
20 Foot Wide Permanent Wastewater Easement
FIELD NOTE DESCRIPTION OF A
0.177 ACRE TRACT OF LAND OUT OF THE
K.S. MOSS CAPITAL CORP. TRACT,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEING a 0.177 acre (7,691 square feet) tract of land situated in the Robert Stevenson
League, Abstract No. 54, Brazos County, Texas, being a portion of that certain called
14.28 acre tract of land described in a Special Warranty Deed With Vendor's Lien to K.S.
Moss Capital Corp., recorded in Volume 2763, Page 147, of the Official Records of
Brazos County, Texas ( O.R.B.C.T.), said 0.177 acre tract of land being more particularly
described by metes and bounds as follows with bearings based on the Texas State Plane
Coordinate System, Texas Central Zone - NAD83, which is based upon the published
position of the City of College Station Horizontal Control Monuments No. 131 and 138
established in 1994:
COMMENCING at a 1/2-inch iron rod with red plastic cap (Control Monument) stamped
"McClure RPLS #2859" found marking the intersection of the northwesterly line of that
certain called 18.87 acre tract of land described in a General Warranty Deed With
Vendor's Lien to K.T.H. Investments, recorded in Volume 03899, Page 00309,
O.R.B.C.T., a southeasterly line of that certain called 51.133 acre tract of land described
in a General Warranty Deed to Ed Froehling Builder, Inc., recorded in Volume 4514,
Page 14, O.R.B.C.T., and the southwesterly right -of -way (R.O.W.) line of State Highway
No. 6 (a variable width R.O.W. at this location), said point being the most northerly
corner of Lot 2, Block 1, of the K.T.H. Commercial Addition, an addition to the City of
College Station, Texas, recorded in Volume 4377, Page 206, O.R.B.C.T.;
THENCE, South 49 degrees 31 minutes 05 seconds East, along the common line of the
southwesterly R.O.W. line of said State Highway No. 6 and the northeasterly line of said
K.T.H. Commercial Addition, a distance of 409.81 feet to a 1/2-inch iron rod (Control
Monument) found marking the most easterly corner of Lot 1, Block 1 of said Addition;
THENCE, South 41 degrees 41 minutes 03 seconds West, departing the southwesterly
R.O.W. line of said State Highway No. 6, along the southeasterly line of Lot 1, Block 1
of said Addition, a distance of 523.39 feet to a point for the POINT OF BEGINNING
and the most northerly corner of the herein described tract, said point being located at
Texas State Plane Coordinate grid position X= 3575469.31 and Y= 10192799.22;
Page 1 of 4
Description of 0.177 acre tract
THENCE, departing the southeasterly line of Lot 1, Block 1 of said Addition, through the
interior of said 14.28 acre tract the following 3 courses:
1) South 00 degrees 36 minutes 43 seconds West, a distance of 163.15 feet to
a point for corner of the herein described tract;
2) South 17 degrees 47 minutes 30 seconds East, a distance of 101.93 feet to
a point for corner of the herein described tract;
3) South 70 degrees 58 minutes 43 seconds East, a distance of 121.89 feet to
a point for corner of the herein described tract, said point being in the
southeasterly line of said 14.28 acre tract;
THENCE, South 41 degrees 40 minutes 44 seconds West, along the southeasterly line of
said 14.28 acre tract, a distance of 21.67 feet to a point for the most southerly corner of
the herein described tract;
THENCE, through the interior of said 14.28 acre tract the following 3 courses:
1) North 70 degrees 58 minutes 43 seconds West, a distance of 123.56 feet to a
point for corner of the herein described tract;
2) North 17 degrees 47 minutes 30 seconds West, a distance of 115.18 feet to a
point for corner of the herein described tract;
3) North 00 degrees 36 minutes 43 seconds East, a distance of 143.44 feet to a
point for corner of the herein described tract, said point being in the
southeasterly line of Lot 1, Block 1 of said K.T.H. Commercial Addition;
THENCE, North 41 degrees 41 minutes 03 seconds East, along the southeasterly line of
Lot 1, Block 1 of said Addition, a distance of 30.44 feet to the POINT OF BEGINNING
of the herein described tract, delineating and encompassing within the metes recited
0.177 acre (7,691 square feet) of land, more or less.
30 Foot Wide Temporary Construction Easement
In addition, it is intended to create a thirty -foot (30) wide Temporary Construction
Easement adjacent and parallel to the westerly line of the above described permanent
wastewater easement. This Temporary Construction Easement contains 0.261 acre
(11,357 square feet) of land.
Page 2 of 4
Description of 0.177 acre tract
An easement exhibit drawing of even survey date herewith accompanies this field note
description.
I, Daniel M. Flaherty, Registered Professional Land Surveyor No. 5004, State of Texas,
do hereby certify that this field note description and the easement exhibit drawing
attached hereto were prepared from an actual survey of the property performed on the
ground and that the same is true and correct.
, , P� G 1r •
DANI M F ' RT Y
��� SUR \Jy.J
.�� , J 09 -05 -02
i amel M. Flaherty, • . • .L.S s .004 Date
The Wallace Group, Inc.
Old Town Square
`"' One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248 -0065
See attached plat A -RR 4037
14866- FN05.doc
Now
Page 3 of 4
p, as / r
EXHIBIT "A"
DRAWING TO ACCOMPANY FIELD NOTE DESCRIPTION OF
0 .177 ACRE PERMANENT WASTEWATER EASEMENT AND
0.261 ACRE TEMPORARY CONSTRUCTION EASEMENT
FIELD NOTE STATE HIGHWAY NO. 6
COMMENCING
POINT (VARIABLE WIDTH 8.0.11.)
END. 1/2' IRON ROD
S 49'31'05' E - 409.81' (c 1RoI. MONUMENT)
R.O.W. UNE (S 49'26'02' E - 409.80') — — R . — — — —
I
FND. 1/2' IRON ROO I END. 1/2' IRON I S 41'41'03" W - 523.39'
WIN MccLURE CAP R.P.LS. 2859 ROD WITH M.CLURE
(CONTROL mammon) 1 1 CAP R.P.LS 2659 1
FIELD NOTE'
I I-1°. I POINT OF
20' PUBUC UTIUTY—►1 1 1-- / BEGINNING
EASEMENT GRID (X).3575489.31
VOL 4377, PG. 206 / GRID (Y).10192799.22
jr O.R.B.C.T. I ,
Y CALLED 14.28 ACRES
/ / K.S. MOSS CAPITAL CORP.
40' DRAINAGE AND / / J
/ /
VOL 2763, T. 147
20' PERMANENT WASTEWATER
PUBUC UTILITY
EASEMENT
VOL 4377, PG. 206 /
O.R.B.C.T. / EASEM EN(7T 691
1--/- / / 0 ACRE , S.F.) ,JEWEL T. PIGG
,{ / "'. {; {;, REMAINDER OF CALLED
I
— _ — / / 1 1 / OF 30 ACRE TRACT
�• ...: • S % SOUTHEAST ONE-HALF (1/2)
/ �• •.•.•.. . .';;
VOL 04051, PG. 00176
LOT 2 LOT 1 1 � v•••'...• ,.' :.�..... :••.•.•.
BLOCK 1 BLOCK 1 `'•'••.: .r....;•
... 'v
REMAINDER OF KOREAN MISSION ". • • '•'•'.'.' • •'+�
CALLED 18.87 ACRES 1 CHURCH OF TEXAS `"
K.T.H. INVESTMENTS VOL 4413, PG. 205
VOL 03899, O.R.B.C.T. 00309 I O.R.B.C.T. 30' TEMPORARY CONSTRUCTION LEG
Now, EASEM _
K. T.H. COMMERCIAL ADDITION I 0 .261 ACRE (11,357 S.F.) • o TNERyr Nom)
VOL. 4377, PC. 206 O.R.B.C.T. ...
%FIa& RECORDS OF BRAZOS
rr - 20' SIDE SETBACK LINE
O.R.B.C.T. 1 VoL 43n, Pc. 206 COUNTY, TEXAS.
O.R.B.C.T. D.R.B.C.T. - DEED RECORDS OF BRAZOS
COUNTY, TEXAS.
LINE TABLE 1 EpGU
(BRO. - DIST.) - PLAT CALL PER VOL 4377,
▪ LINE LENGTH BEARING SAN 54 PG 206, O.R.B.C.T.
1 L1 163.15' S 00'36'43" W 1 V E N Q• KN
NOTES:
TE N 1.) BE IT 0WN THAT THE SURVEYOR HAS NOT PERFORMED A
In
• L2 101.93' S 17'47'30" E R T 5 ST RACT COUPLETS AND HAS NOT BEEN FU IISHED A TITLE
a L3 121.89 S 70'58'43" E g E . I COMMITMENT, THEREFORE SOME EASEMENTS OR OTHER RIGHTS
R A$ AFFECTING THE TRACT MAY NOT BE SHOWN.
° L4 21.67' S 41'40'44" W 1 I 2 THIS EXHIBIT DRAWING IS ACCOMPANIED BY A SEPARATE FED
• L5 123.56' N 70'58'43" W 1 NOTE DESCRIPTION.
8 L6 115.18' N 17'47'30' W I 3.) BASS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE
SYSTEM, TEXAS CENTRAL ZONE - NAD 83, WHICH IS BASED
• L7 143.44' N 00'36'43" E 1 UPON THE PUBLISHED POSITIONS OF THE aTY OF COLLEGE
g L8 30.44 N 41'41'03" E I � STATION H HORIZONTAL 4. CONTROL MONUMENTS NO. 131 AND 138
t! /1 The Wallace Group, Inc. - of
H Engineers • ■ Architects • ■ Planners • ■ Surveyors ',S 6 \ r TF -•k,
Waco * Killeen * Austin * Temple * Dallas * Round Rock , �,`:': �``,,; R y a :(P `
DANIEL M. FLAHERTY
I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BEUEF THAT ' .. ................
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND %' 5004 � P �4'4•,
m S URVEYS IN THE STATE OF TEXAS. TN ' E 5TH DAY OF SFPTFMRFR . 2002. ■ 26• ssi0. \ y0 �
si.ii4
L
e,.... I. .. • `
; SURVEYED: MAY 15, 2002 ' :V M. HER , - .P.LS T. 5004 _0\9/0 s u Z 4 OF 4
0 120 240 PLAT NO. A- RR 4!137 DRAFT DATE R -21 -02 DRAWN BY RKS
SCALE - - _ — WORK ORDER NO, 14886 FIELDBOOK/PG. RR7/15 F,' X14866 -FNO5
0
DIGITAL FILE 14866MSTR TAB # A -4037
EXHIBIT "A"
20 Foot Wide Permanent Wastewater Easement
FIELD NOTE DESCRIPTION OF A
0.017 ACRE TRACT OF LAND OUT OF THE
KOREAN MISSION CHURCH OF TEXAS A &M TRACT,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEING a 0.017 acre (748 square feet) tract of land situated in the Robert Stevenson
League, Abstract No. 54, Brazos County, Texas, being a portion of that certain tract of
land described in a Warranty Deed to Korean Mission Church of Texas A &M, recorded
in Volume 4413, Page 205, of the Official Records of Brazos County, Texas
( O.R.B.C.T.), said 0.017 acre tract of land being more particularly described by metes
and bounds as follows with bearings based on the Texas State Plane Coordinate System,
Texas Central Zone - NAD83, which is based upon the published position of the City of
College Station Horizontal Control Monuments No. 131 and 138 established in 1994:
COMMENCING at a' -inch iron rod with red plastic cap (Control Monument) stamped
"McClure RPLS #2859" found marking the intersection of the northwesterly line of that
certain called 18.87 acre tract of land described in a General Warranty Deed With
Vendor's Lien to K.T.H. Investments, recorded in Volume 03899, Page 00309,
O.R.B.C.T., a southeasterly line of that certain called 51.133 acre tract of land described
in a General Warranty Deed to Ed Froehling Builder, Inc., recorded in Volume 4514,
Page 14, O.R.B.C.T., and the southwesterly right -of -way (R.O.W.) line of State Highway
No. 6 (a variable width R.O.W. at this location), said point being the most northerly
corner of Lot 2, Block 1, of the K.T.H. Commercial Addition, an addition to the City of
College Station, Texas, recorded in Volume 4377, Page 206, O.R.B.C.T.;
THENCE, South 49 degrees 31 minutes 05 seconds East, along the common line of the
southwesterly R.O.W. line of said State Highway No. 6 and the northeasterly line of said
K.T.H. Commercial Addition, a distance of 409.81 feet to a' /z -inch iron rod (Control
Monument) found marking the most easterly corner of Lot 1, Block 1 of said Addition;
THENCE, South 41 degrees 41 minutes 03 seconds West, departing the southwesterly
R.O.W. line of said State Highway No. 6, along the southeasterly line of Lot 1, Block 1
of said Addition, a distance of 523.39 feet to a point for the POINT OF BEGINNING of
the herein described tract, said point being located at Texas State Plane Coordinate grid
position X= 3575469.31 and Y= 10192799.22;
THENCE, South 41 degrees 41 minutes 03 seconds West, continuing along the
southeasterly line of Lot 1, Block 1 of said Addition, a distance of 30.44 feet to a point
for the most southerly corner of the herein described tract;
Page 1 of 3
Description of 0.017 acre tract
THENCE, departing the southeasterly line of Lot 1, Block 1 of said Addition, through the
interior of said Korean Mission Church of Texas A &M tract the following 3 courses:
1) North 00 degrees 36 minutes 43 seconds East, a distance of 47.86 feet to a
point for corner of the herein described tract, said point being in the
southerly line of a 40 foot wide Drainage and Public Utility Easement as
referenced on the plat for said K.T.H. Commercial Addition;
2) North 84 degrees 48 minutes 39 seconds East, along the southerly line of
said 40 foot wide Drainage and Public Utility Easement, a distance of
20.10 feet to a point for the most northerly corner of the herein described
tract;
3) South 00 degrees 36 minutes 43 seconds West, departing the southerly line
of said 40 foot wide Drainage and Public Utility Easement, a distance of
26.95 feet to the POINT OF BEGINNING of the herein described tract,
delineating and encompassing within the metes recited 0.017 acre (748
square feet) of land, more or less.
An easement exhibit drawing of even survey date herewith accompanies this field note
description.
I, Daniel M. Flaherty, Registered Professional Land Surveyor No. 5004, State of Texas,
do hereby certify that this field note description and the easement exhibit drawing
attached hereto were prepared from an actual survey of the property performed on the
ground and that the same is true and correct.
.�� D F T�
DANIEL M. FLAHERTY
c:, 5004
7i �ss►
•
c / llnIA _. • 09 -05 -02
amel M. Flaherty, ' .P.L.S. o. 7 1 Date
The Wallace Group, Inc.
Old Town Square
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248 -0065
See attached plat A -RR 4036
14866- FN04.doc
Page 2 of 3
l' ' • EXHIBIT "A
DRAWING TO ACCOMPANY FIELD NOTE DESCRIPTION OF
0.017 ACRE PERMANENT WASTEWATER EASEMENT
I
FIELD NOTE STATE HIGHWAY . 6
COYYENCING
POI (VARIABLE WI R.
FN D . 1/2 IRON ROD
I
S 49'31'05" E - 409.81 (oa+TRa MONUME)TT)
( S 4926'02" E R,O U NE
R.0_W. UNE D. 1/2' IRON ROO I 1 FR00 MITM McCND. 1//Z' IRON L URE
WITH McCLURE CAP R.P.LS. 2859
(CONTROL » 1 CAP R.P.LS. 2859 S 41'41'03" W - 523.39'
MONUMEN
— ti I FIELD NOTE
20' PUBUC UTIUTY- r -- / POINT OF
EASEMENT
z 1 VOL 4377, PC. 208 / O.R.B.C.T. GRID (X NNJ oe 9 G 1
En — Ud^ 1 / / �, ! GRID (Y)=10192799.22
KJ m • a 6 40' DRAINAGE AND / / J
t, • * m PUBUC UTIUTY / /
n z , ¢ EASEMENT
94° VOL 4377, PG. 206 / /
O.R.B.C.T. I / /
/ 2 PERMANENT WASTEWATER EASEMENT)
S 1 -- — — — _ i 1 , 0.017 ACRE (748 S.F.) J
LOT 2 LOT 1
BLOCK 1 BLOCK 1 CALLED 14.28 ACRES
REMAINDER OF I KOREAN MISSION K.S. MOSS CAPITAL CORP.
CALLED 18.87 ACRES 1 CHURCH OF TEXAS A&M VOL 2763, PG. 147
K.T.H. INVESTMENTS VOL 4413, PG. 205 O.R.B.C.T.
VOL 0 89 . T. 00309 I I D.R.B.C.r. LEGEND
vim. 1 20' SIDE SETBACK UNE • oo 1/2" IRON ROD FOUND
OIL O 78 C TG. 208 • (UNLESS OTHERWISE NOTED)
K.T.H. COMMERCLIL I V bITI0N I O.R.B.C.T... O NLESS RECORDS OF BRAZOS
VOL. 4377, PG. 206 tJ E COUNTY, TEXAS.
O.R.B.C.T. , I LEA D.R.B.C.T. ■ DEED RECORDS OF BRAZOS
NI COUNTY, TEXAS
a I I EvE'" 1 � s� 5 (BRO. - DIST.) ■ LATE PPERR 4377.
x LINE TABLE g pBE RA $S �gA C 'f N O
LINE LENGTH BEARING ) BE IT KNOWN THAT THE SURVEYOR HAS NOT PERFORATED A
I I COMPLETE ABSTRACT AND HAS NOT BEEN FURNISHED A 1111E 1LE
m eo L1 30.44' S 41 W COMMITMENT. THEREFORE SOME EASEMENTS OR OTHER RIGHTS
W L2 47.86' N 00'36'43" E 1 I AFFECTING THE TRACT MAY NOT BE SHOWN.
° 2.) 1115 EXHIBIT DRAVANO IS ACCOMPANIED BY A SEPARATE FIELD
cu L3 20.10' N 84'48'39" E NOTE DESCRIPTION.
$ L4 26.95' S 00'36'43" W 3.) BASIS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE
N ' 1 1 SYSTEM, TEXAS CENTRAL ZONE - NAD 83, WHICH IS BASED
N
UPON THE PUBLISHED POSITIONS OF THE CITY OF COLLEGE
STATION HORIZONTAL CONTROL MONUMENTS N0. 131 AND 138
c 1 1 ESTABLISHED N 1904.
co
•
The Wa G I nc .
Engineers • Architects ■ Planners ■ Surveyors ,se F rF ,
sO .� *6\9
go
Waco *Kill *A us ti n *T emp l e *D a ll as *R oun d R oc k I � ; 4" W • fia ;Cf
ANIEL
I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT 73 ,0„..p ...................
, , , , ,
73 THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND : RTY • . (
Y SURVEYS IN THE STATE OF TEXAS. THI 1 E 5TH DAY OF • 1 .: : 2002. 9 ,., .j ;Q r: H, 0, , �
N . /Ai I 111.;
SURVEYED: MAY 15, 2002 D. , M. HER R.P.L . 5004 69 3 OF 3
0 0 120 240 PLAT NO. A- : • -A • DRAFT DATE R -91 -n7 DRAWN BY -HA-
SCALE - MM WORK ORDER N0. 148 $ FIELDBOOK/PG. RR7/15 F/N X114866 -FN04
d DIGITAL F1LE 14866MSTR TAB # A -4n36
EXHIBIT "A"
50 Foot Wide Temporary Access Easement
MELD NOTE DESCRIPTION OF A
0.716 ACRE TRACT OF LAND OUT OF THE
K.T.H. INVESTMENTS TRACT,
COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEING a 0.716 acre (31,186 square feet) tract of land situated in the Robert Stevenson
League, Abstract No. 54, Brazos County, Texas, being a portion of the remainder of that
certain called 18.87 acre tract of land described in a General Warranty Deed With
Vendor's Lien to K.T.H. Investments, recorded in Volume 03899, Page 00309, of the
Official Records of Brazos County, Texas ( O.R.B.C.T.), said 0.716 acre tract of land
being more particularly described by metes and bounds as follows with bearings based on
the Texas State Plane Coordinate System, Texas Central Zone - NAD83, which is based
upon the published position of the City of College Station Horizontal Control Monuments
No. 131 and 138 established in 1994:
BEGINNING at a' /z -inch iron rod with red plastic cap (Control Monument) stamped
"McClure RPLS #2859" (hereafter referred to as "McClure cap ") found marking the
intersection of the northwesterly line of said 18.87 acre tract, a southeasterly line of that
certain called 51.133 acre tract of land described in a General Warranty Deed to Ed
Nov Froehling Builder, Inc., recorded in Volume 4514, Page 14, O.R.B.C.T., and the
southwesterly right -of -way (R.O.W.) line of State Highway No. 6 (a variable width
R.O.W. at this location), said point being the most northerly corner of Lot 2, Block 1, of
the K.T.H. Commercial Addition, an addition to the City of College Station, Texas,
recorded in Volume 4377, Page 206, O.R.B.C.T., same being the most northerly corner
of the herein described tract of land, and also being located at Texas State Plane
Coordinate grid position X= 3575505.67 and Y= 10193456.09;
THENCE, South 49 degrees 31 minutes 05 seconds East, along the common line of the
northeasterly line of Lot 2, Block 1 of said Addition and the southwesterly R.O.W. line of
said State Highway No. 6, a distance of 50.01 feet to a point for the most easterly corner
of the herein described tract;
THENCE, South 41 degrees 39 minutes 08 seconds West, departing said common line,
parallel with and 50 feet perpendicular to the northwesterly line of Lot 2, Block 1 of said
Addition, a distance of 618.38 feet to a point for the most southerly corner of the herein
described tract, said point being in the northeasterly line of a 40 foot wide Drainage and
Public Utility Easement as referenced on the plat for said K.T.H. Commercial Addition;
Page 1 of 3
Description of 0.716 acre tract
THENCE, North 61 degrees 31 minutes 19 seconds West, along the northeasterly line of
said 40 foot wide Drainage and Public Utility Easement, a distance of 51.35 feet to a
point for the most westerly corner of the herein described tract, said point being in the
northwesterly line of Lot 2, Block 1 of said Addition, and from which a t/ -inch iron rod
with McClure cap (Control Monument) found marking the most westerly corner of Lot 2,
Block 1 of said Addition bears South 41 degrees 39 minutes 08 seconds West, at 494.96
feet;
THENCE, North 41 degrees 39 minutes 08 seconds East, along the northwesterly line of
Lot 2, Block 1 of said Addition, a distance of 629.07 feet to the POINT OF BEGINNING
of the herein described tract, delineating and encompassing within the metes recited
0.716 acre (31,186 square feet) of land, more or less.
An easement exhibit drawing of even survey date herewith accompanies this field note
description.
I, Daniel M. Flaherty, Registered Professional Land Surveyor No. 5004, State of Texas,
do hereby certify that this field note description and the easement exhibit drawing
attached hereto were prepared from an actual survey of the property performed on the
Irr► ground and that the same is true and correct.
' ' c S . '' N .451 7 V .6% k; &
G 4
DANIEL M. FLAH . k
;1 5004 Q 4' 4-
�i s1 . O I
10 11
SuRV'-
... 09 -05 -02
an iel M. Flaherty, ' .P.L.S. s. 5.?;.' 09-05-02
The Wallace Group, Inc.
Old Town Square
One Chisholm Trail, Suite 130
Round Rock, Texas 78681
Ph. (512) 248 -0065
See attached plat A -RR 4033
14866 -FNOI .doc
Sitar
Page 2 of 3
,
• EXHIBIT "A"
DRAWING TO ACCOMPANY FIELD NOTE DESCRIPTION OF
0.716 ACRE TEMPORARY ACCESS EASEMENT
STATE HIGHWAY NO. 6
(YdRLABLE WIDTH R.O.1►.) S 49'31'05" E 4 1
— � 50.Q1 ' — — — - 4 1 4 — — _ _f =- - R.O.W. UNE
C-
FM/. F. 1/2' IRON R00 S''• -:" T �' FND. I/2' IRON ROD '
WITH McCLURE CAP R.P.LS. 2859 V 1H NeCLURE CAP R.P.LS. 2859 20' UTILITY EASEMENT
(CONTROL . ' ''' VOL 695 PC. 758
O.R.B.C.T.
FIELD NOTE : : f
.�. I
POINT OF . J.': : : :: : ; :•: 50' FRONT SETBACK UNEJ
BEGINNING •'•• VOL 4377, PG. 206 I
GRID (X) .3575505 67 " ' O.R
GRID CO •10193458.09 l 15' JOINT UTIUTY EASEMENT
.' • I Ir WELLBORN WATER SUPPLY CORP
50' ACCESS EASEMENT ``�� V AND CITY OF COU.EGE STATION
(50' TEMPORARY ACCESS ESMT. TO LOT 1 VOL 588, PG. 245, D.R.B.C.T.
0.716 ACRE (31,186 S.F.) ,.. VOL 4377, PG. 206 y � " P VOL 600, PG. 060
O.R.B.C.T. O.R.B.C.T.
10' ELECTRICAL l:'. l J 1
VOL 2, PC. 197 ::, 20' SIDE SETBACK UNE 7 0 ,
D.R.B.C.T. „, 00 VOL 4377, PG. 206 wl�
:. O.R.B.C.T. �4 )
N . {.;.......OD 155g
LOT 2 . �) r 1�q V LOT 1
CALLED 51.133 ACRES
W • . t F.•.' : . : .. 3 BLOCK 1 0 BLOCK . 1':::• ' •'•'
ED FROEHUNG BUILDER. INC. ■ ■ g•
VOL 4514, PG. 14
O.R.B.C.T. Oi { REMAINDER OF KOREAN MISSION
;7 ,•!,......, M CALLED 18.87 ACRES CHURCH OF TEXAS A&M
`` K.T.H. INVESTMENTS VOL. 4413, PG. 205
'f ':1:' :, VOL 03899 PG. 00309 O.R.B.C.T.
50' PRIVATE ACCESS EASEMENT Z O.R.B.C.T. I 1
f: ' . ' .
VOL 4377, PG. 206 —
O.R.B.C.T. ” ' 1 T.H COMMERCIAL ADDITION /
VOL. 4377, PG. 206 LEGEND
m :...::: O.R.B.C.T.
a . .. / • - 1/2" IRON ROO FOUND
�.• :'•....:.. / (UNLESS OTHERWSE NOTED)
• f : _ • / z [
0.R.B.C.T. - OFFICIAL RECORDS OF BRAZOS
COUNTY, TEXAS
W ' 40 DRAINAGE AND
: •:�.::• D.R.B.C.T. - DEED RECORDS OF BRAZOS
PUBLIC UTIUTY
EASEMENT COUNTY, TE)L/1S
L� VOL 4377. PG. 206 / / (BRG. — DIST.) - PLAT CALL PER VOL 4377,
;� .r .�'. •••... O.R.B.C.T. / PG. 208, O.R.B.C.T.
d �;•
I• Z f /
u '.I,'... , -- /
= v NOTES:
o L 1.) BE IT KNOW THAT THE SURVEYOR HAS NOT PERFORMED A
Y N 61' W e — \ T---,- - COMPLETE ABSTRACT AND HAS NOT BEEN FURNISHED A TITLE
:° 51,3 5MITMENT , THEREFORE SOME EASEMENTS OR OTHER RIGHTS
cu ; I \ \ AFFECTING THE TRACT MAY NOT BE SHOWN.
o
a 1 \ \ (50' EASEMENT ACCESS 2.) NOTE DRAWING IS ACCOMPANIED BY A SEPARATE FElD
g 4. 1 \ VOL 4377, PG. 206 I 1) BASIS OF BEARINGS IS THE TEXAS STA1E PLANE COORDINATE
a O.R.B.C.T. SYSTEM, TEXAS CENTRAL ZONE — NAD 83, MOH IS BASED
• • W1TH McCLURE
F CA
ND. P R.P i /z' .LS. IRON 2859 Roo 1 \
LOT 2 UPON THE PUBLISHED POSITIONS OF 1HE CITY OF COLLEGE
o (CONTROL YONUYENI) I
\ \ BLOCK 1
I STATION HORIZONTAL CONTROL MONUMENTS NO. 131 AND 138
o _ ESTABLISHED IN 1094.
co
41 1/T
The Wallace Group, Inc. , - I.
The
• Architects • • ,� P� � , i ." ■
co
Waco Killeen Austin Tem Dallas Round Rock '� . ,� �
*
g 1 HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF THAT DANIEL M. FLAHERTY ■
THIS PLAT AND THE SURVEY UPON WHICH IT IS BASED MEETS THE REQUIREMENTS FOR LAND �� ;$ 5004 ‘ :..4.' cz
m SURVEYS IN THE STATE OF TEXAS. THIS 1. „ • E 1. DAY OF : I : 2002. 1 O
l / SURv
ru
a . SURVEYED: MAY 15, 2002 D " L M. FLAHERTY, R.'.L 5004 p91�s 0 3 OF 3
0 120 240 PLAT NO. A- : • .1 14 DRAFT DATE 8- 21 -02 /J DRAWN BY II,IJM
SCALE - - - WORK ORDER NO. 14868 FIELDBOOK/PG. RR7/15 F/N #14866 -FN01
3 DIGITAL FILE 14866MSTR TAB # A -4033