HomeMy WebLinkAboutDrawingsNOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE
TO TRUE NORTH BY UTILIZING GPS OBSERVATIONS.
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE
COMMITMENT PREPARED BY UNIVERSITY TITLE COMPANY. EASEMENTS
THAT ARE SHOWN ARE BASED ON RESEARCH BY SAID TITLE COMPANY
ACCORDING TO POLICY IN GF NO. XXXXXX.
ALL LOTS ARE OUTSIDE OF THE LIMITS OF THE 100 - YEAR FLOOD HAZARD
AREA AS SCANNED IN FROM FLOOD INSURANCE RATE MAP NO. 48041CO201 D.
DATED FEBRUARY 9, 2000.
ALL ADJOINING PROPERTIES ARE PLOTTED BY DEED CALLS ONLY.
CURRENT ZONING AO
NOW OR FORMERLY
M. D. WHEELER, LTD.
REM. OF CALLED 71.52 AC,
3007/341
North Corner of
Called 2.76 Ac. Tract North Corner of
Fnd.. 1/2" Iron Rod
Fnd. 5/8" Iron Rod Called 7.2 Ac. Tract
Fnd. 5/8" Iron Rod
East Corner of (Call S 45 0 04'58" E) CURRENT ZONING AO
Called 2 Ac. Tract S 4 0 36'53" E PROPOSED ZONING C1
131.79
S 45 0 37'18" E - 304.02 107.51
(Call S 45 E - 304.25)
W
NOW OR F- ORMERLY � _ LOT 2
BLUE DOLPHIN CLUB, 1NC.: co N LO _ �, 1 .. Now or Formerly
Fnd / " REM. OF 2.76 AC. �i By -Pass Land Partners
1 2 443/804 4.00 Acres
N ('7 d' tCS
�
Iron Rod
a� ^Bp �- 1 � ^- T 3166/274 n r� � r � i �� i I-e
,10 Ac W X C U A
PART OF
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CALLED 7.2 AC. O Q , `r' T
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1135/632 Urn °
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Edward Dopslauf co 0 X a) W E — ,, �co
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................................. ..........................::;:. A c. CURRENT ZONING AO 0. 6 z ° o 0
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Pwr. -Po �P U ° C\J o
Tele. Box Silk Stocking
Lounge Sign �,'� LO
College Station a Lion p
P- Line
Bryan p wr. Lie —' "— _ - -- — P -- - - -- - ---- - --
Fnd. Conc. �`'� — — - -_ -- —_ - -- - - --
ROW Mon. -- -- — P -- --- - - - - -- - - --
Fnd. 1/2" Iron Rod
Fnd. 112" Iron Rod
N 47 °19'43" W - 50.19
N 40 0 22'50" W - 57.36 (Call N 44 0 2438" W)
(Call N 42 °27'04" W - 54.6) Fnd. Conc. ROW Mon.
S TATE -_ HIGH\/VA_Y N 0 - -- FEEDER R A D (1057/385)
I, H. Curtis Strong, Registered Professional Land Surveyor No. 4961,
do hereby certify that this plat is true and correct and represents
the results of a survey performed on the ground under my supervision
on September 30, 1996, and updated on November 8, 2002. 1 further certify that
no improvements on this property encroach on adjacent property, nor do any
improvements on adjacent property encroach on this property, except
as shown. This property is not within the limits of a 100 - year flood hazard
area as depicted from FLOOD INSURANCE RATE MAP NO. 48041CO205 C,
DATED JULY 2, 1992, but will be subject to the City of College Station Drainage
Requirements.
H. CURTIS STRONG, R.P.L.S. NO. 491
PROJECT
tOCAT1ON
C PERS
S BD D
Il a Collo
Stoyon STATE HIGHWAY 6 To Navasota
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Scale: 1' = 50' Vicinity Ma
ITS
FIELD NOTES
0.86 OF ONE ACRE
OUT OF A CALLED 7.2 ACRE TRACT
VOLUME 1135, PAGE 632
ROBERT STEVENSON LEAGUE, A – 54
BRAZOS COUNTY, TEXAS
JANUARY 28, 2000
All that certain lot, tract or parcel of land being 0.86 of one acre situated in the
ROBERT STEVENSON LEAGUE; Abstract No. - 5-, - Brazos– County, Texas; and - being a
part of that certain Called 7.2 acre tract in deed from Oleta Chaney to Edward
Dopslauf, of record in Volume 1135, Page 632, Official Records of Brazos County,
Texas, said 7.2 acre tract being a part of that certain Called 19.31 acre tract as
described in deed from Paul S. Wahlberg, Trustee to Edward E. Dopslauf of record
in Volume 363, Page 730, Deed Records of Brazos County, Texas, said 0.86 of one j
acre tract being more particularly described by metes and bounds as follows;
BEGINNING at a 1/2" Iron Rod found for the most northerly corner, said corner being
S 45 ' 36 ' 53 " E a distance of 24.28 feet from a 5/8" Iron Rod found for the
occupied most northerly corner of said Called 7.2 acre tract and the occupied
most easterly corner of a 2.14 acre tract which is the remainder of a Called 2.76
acre tract as described in Volume 443, Page 804, said corner also being located
on the southwest line of the Remainder of a Called 71.52 acre tract as described
in Volume 3007, Page 341;
THENCE S 45 ° 36 ' 53 " E, along the northeast line of said Called 7.2 acre tract
a distance of 107.51 feet to a 1/2" Iron Rod found for the most easterly corner,
said corner being the most northerly corner of a 4.00 acre tract as described in
Volume 3166, Page 274;
THENCE S 47 ' 49 ' 52 " W, along the northwest line of said 4.00 acre tract a
distance of 350.69 feet to a 1/2" Iron Rod found in the northeast right –of –way
line of State Highway No. 6 as described in Volume 1057, Page 385 for the most
southerly corner;
THENCE along the northeast right –of– way -line of said State Highway No. 6 the
following calls:
N 47 ' 19 43 " W, a distance of 50.19 feet to a Concrete R.O.W. Monument
found; and,
N 40 ° 22 ' 50 " W, a distance of 57.36 feet to a 1/2" Iron Rod found for the
most westerly corner, said corner being the occupied most southerly corner of said
2.14 acre tract;
THENCE N 43 ° 49 ' 05 " E, along the occupied common line between said Called
2.76 acre tract and said Called 7.2 acre tract a distance of 346.95 feet to the
PLACE OF
BEGINNING AND CONTAINING AN AREA OF 0.86 OF ONE ACRE OF LAND MORE OR
LESS, according to a survey performed on April 27, 1998 and updated on March
28, 2000, under the supervision of H. Curtis Strong, Registered Professional Land
Surveyor No. 4961. North Orientation is based on rotating the southeast line to
True North as surveyed using GPS Methods. For more information see
accompanying plat.
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