HomeMy WebLinkAboutDrawingsLINE TABLE
LINE_
B---.....
EARING
..—_
DISTANCE
L1 I
N 83'23'16" W
37.52'
L2
S 6*36*44" W
20.00'
L3
S 6'36'44" W
24.59'
L4
N 83'23' 16" W
10.00'
L5
N 6'36'44" E
24.59'
L6
S 6'36'44" W
45.90' "
L7
S 38*23'16" E
15.22'
L8
S 51'36'44" W
10.00'
L9
N 38*23'16" W
19.36'
EL10
N 6'36'44" E
50.05'
L11
S 83-23" 6" E
22.22'
THENCE: S 080 19' 08" E along the west line of the said 4.84 acre Chamblee tract for a
distance of 131.55 feet to a found 3/4-inch iron rod for corner;
THENCE: S 080 28' 46" E I continuing along the said west line for a distance of 124.45 . feet to
a found 1/2—inch iron rod for corner, said corner also marking the southeast corner of said
Tract Two;
THENCE: S 690 23' 49" W along the south lineof said Tract Two, said line being common with
the north line . of the foll Dwing two tracts, the -Juan J and . Hee 0 Rocha tract recorded in
Volume 8642, Page 1 (.R.B.C.), and the beforementioned 1.00 acre Cosimiro tract for a
distance of 628.41 feet tc the POINT OF BEGINNING and containing
or less. 5.044 acres of land, more
GENERAL SURVEYOR NOTES:'
I. ORIG N OF BEARING SYSTEM: Bearings shown on this plat are based on Texas
State Plane, Central Zone, NAD-83 datum in accordance with City of College
Station 1994 GPS Control Monument No. 132.
Nort ding: 10190998.225 Easting: 3565354.173 : Elevation: 318.29 (N.G.V.D.)
2. Accoi-dinn to tha Flnnrl Inourn— o-4.— Li--- . s__ r,-____
L/NE TABLE
LINE
BEARING
DISTANCE
L1
N 83'23'16" W
37.52' .
L2
S 6'36'44" W
20.00'
0
S 6*36*44" W
24.59'
L4
N 83*23'16" W
10.00'
L5
N 6'36'44" E
24.59'
L6
S 6'36'44" W
45.90'
L7
S 38'23'16" E
15.22'
L8
S 51'36'44" W
10.00'
L9
N 3823' 16" W
19.36'
L10
N 6'36'44" E
50.05'
L11
S 83'23'16" E
22.22'
THENCE: S 080 19' 08 IIE along the west line of the said 4.84 acre Chamblee tract for a
distance of 131.55 feet to a found, 3/4—inch iron rod for corner;
THENCE: S 080 28 46 E continuing along the said west line for a distance of 124.45 feet to
a found 1/2—inch iron rod for corner, said corner . also marking the southeast corner of said
Tract Two;
THENCE: S 690 23' 49" 1 along the south line of said Tract Two, said line being common with
the north line of the I feillowing two tracts, the Juan J and Nee 0 Rocho tract recorded in -
Volume 8642, Page 1 - 'O.R.B.C.), and the beforementioned 1.00 acre Casimiro tract for a
distance of 628.41 feet io the POINT OF BEGINNING and containing 5.044 . acres of land, more
or less.
GENERAL SURVEYOR NOTES:
1. ORIGIN OF BEARING SYSTEM: Bearings shown . on this plat are based on Texas
State Plane, Central Zone, NAD-83 datum in accordance with City of College
Station 1994 GPS Control Monument No. 132. .
Nokhing: 10190998.225 Easting: 3565354.173 Elevation: 318.29 (N.G.V.D.)
2. According to the Flood Insurance Rate Maps for Brazos County, Texas and
on the day o attached at was du approved b the. Commissionf
PPY . owner and developer of p. Y Y
\ Karen `McOueen rtif wi ion ICount certify d designated herein. as the Subdivision Clerk m and for said Count do hereby
the land shown' on this plot, anQ[�QCY
: PY Y Y
to the. City of College Stati
on, Texas and whose name is subscribed hereto,
, for. -that this lat to ether with is certificates of authentication -was filed �l-L ♦ 17..L/ PLAT _ Y 9 p g i
ere dedicate to the use of the public forever all streets alle s arks
h b
Y P Y P
I .:' thereon shown - or. the
.,easements and public aces the eo s w f
purpose and
record 1n m office the da of
Y Y
20 in the
1
.consideration therein expressed. All .such dedications shall be
P
.
in f simple
fee P
Off I f icia Records o Brazos Count Texas m Volume
, Y
Page
9
Chairman
„
unless ' expressly: ressl provided otherwise.
-
Witness m hand and official Seal at m office in
Y Y
rY n
Bryan, Texas.
-
BV
CDC S URDI VISION
t
Count Clerk
_. y
Owner
Brazos Count Texas
Y
LOT 1 BLOCK 1
CERTIFICATE OF SURVEYOR
5.044 ACRES
T T F
SAE 0 TEXAS
BRAZOS
F
CERTIFICATE OF CITY ENGINEERr
STATE ` OF TEXAS
- COUNTY OF BRAZOS
ROSERT STEVENSON SURVEY A -54
;
;
-
COUNTY OF
Alan Gibbs CityEngineer'College_
of the City of
Y
Station T x6 hereb Y
.
,. _ ..
Before me the undersigned authont on this do
9 Y, Y
ersona
P Y
certify that this subdivision I at conforms to the requirements of the
..:
1 Kevin R. McClure Registered Professional Land Surveyor No. 5650 in
9 Y
_
I TEXAS
STATION, BRAZOS COU/V -:.
COLLEGE STA
_ appeared known to
aPP e
me to be
Subdivision Regulations of the City of College Station.'
9 Y 9
the State f Texas, hereby certify that this plot is true and come and as
e a o xa he y rt y p correct a w
.. ,
the erson whose name is subscribed to the foregoing instrument
p g
, and
property and thatproperty re ared from an actual survey of the o nmarkers
prepared Y P P Y
..A
PR/L 20 >2
- .g
acknowledged to me that he executed the same for the purpose and
9 P P
and monuments were laced under m supervision on the round.
P Y P 9.
� .
_
SCALE. 1 40
j
.
,. h
consideration therein stated.
CityEngineer
g
,
j l
.Given under m hand. and seal" on .this da ` of
Y Y
20 —
City of Coll i College Station
Y 9
P .S. :_ 5650
Kevin R. McC ure, R. .L No
9�id�&
Brazos .Valle
of,Christ SURVEYOR. .
Church o . C
McClure &Browne Engineering/Surveying,Inc.,,-
t . .
c/o Ra Bomnskie
Y
..
J
NotaryPublic Brazos- Count Texas
y,
_
6662 Car 9
Bryan, TX
rY
ill Drive 1008 Woodcreek Dr. Suite 103
0 78 5
College Station Texas 7 4 ,
77808 9
,
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(979) 693-3838
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.Phone
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Erosion Plan
SCALE. par I'
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STORM DRAIN
INLET PROTECTION
o•rJAN. 2CD9 I sT4Noano oe ali v�SW
1. II is the mania inky of the Cessions, m pmpore and m' mm a E.— Wale,
Poearan Parent. Plan in «akana Ann me c rtenl mEr/EVA ,e mente sr
.Rw_ A.,,, Ternaries t minted with . county a , Errant churn,
LAI 33 Opp. W Sectio UR, of Ise Cban water eAd.. Te..c Pollutcnt unconcrge
Eliminate. Sys4m (TRM) Cemml Pert No. TRRtIOUlln ae Wminusred ty the
Texas Communion on Envimnmmlol Quality (TESTS.
2. The C-,.aid, mall not allow ttdlment to leave dre work or.or ens, coy adpin'ng
.homes. fe
Mdilio..I --ass to main. anown on \n'u pionand blinds" in theed
notes may be required o toprevenl sediment ,amleaving the work this.
TFs
Con4acls, m—up all be esponeible far den and rotaMion la na1.A.1"n
Including nsblistel o—vegesron not mry PA
.a channels ofl-. enaaN
onstnuchon sediment be found oubitle a, unite of ccnrtrvcticn work.
3. All dlSt Rtand irev2 am to have eetab112hment of arae2 a2 outlined
A.
S. Silt ci fenng i¢ to be inclaNetl pm Thai. M lieu or sit llancing. Con4001o1 may u
A. bole tamers o connnuom Walked fabric berm lied with 3/4 travel upon
,pipul of the Engineer. Sedimen\ to he cleaned from lilt lenciy or the,
sediment .1.1 d.d.e. wan depth of sediment rexhec a1/ eight total hoff
Owes. Sarasota, ie to insre ua n .antral devices ore cros nal inssled o
proper, m mmnda.
B. OwWwon pond..hall be .—Sucled rrsl din the mnstrudife a.p.... an anw.
.. setllmens\ion nosins thong constrvcllon. Contractor on darts, delenen,
,,,do suchthat fund cold smtles are aaaord'ng to plea, onm caseload, Ie
e.mnnaned.
NOR AS NOT wnUN:
This 4.99 asdevelopment is ideated in Collpe Station near the intersection of
R.The
of llo ochurrch ad U. Ran os¢ocoled R.1
porkina, ulilittec, dratogmdin9 !Transcendent, Thespand"
cathode source of ilo['mn n ore erablo p
of a ...d fr storm from Ph
te flowe
sis to on In Rl Incurred bulory of Pro Brazos Ruer. The Controothl its responsible
for c ...visaing all sediment o —site by utieix'mg sinolion mtme d ashdow
or an saMln, d saddingnpplmira.e. I. is the rdsponsl,Iom of the Corrado,
ot lc \ilias w awl .echn"puce necessary to prevent on r this conctruRion
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