HomeMy WebLinkAbout02-00500125- 00073647 _ ~
2s~ ~ ~ ~ ~b
_ _ ~ .~6 ~ sQ ~ I I I ! o.~ ~ ~ ~ ~
- ice/ ~k~ E n ~5
~ ~ ~ ~ - ~ ~ \ 0 - LQ N . ~ n to ~ J` '
T l s~~ ~ ~ 1 ~ ~ ~ 6 ~ ~ 0~ ~ ~ ~ i~ 0 j w~ , EI S ~ _ 2 I ~ ti ~h ~ I' ~ v 'u
6L c_ ~ ~s C~ c~ o ' ~ ~ OC ~ ~ a r-,'-~t~ ~ s ~ f v' q
j _ 1 C, ~ ~ F ~ ~ i y ,N
c,,
~N 4S ~ d ~ ~ 0 0 43 ~ - o ~~r'~. 2 8' /
~''w LC , ~o S~ S (Q ~ ~ I j f~ v , ~ _ ~ r7 ~ ~ o
° - o; LO ~ ~ a ~ ~G ~ ~ ~ I ~ f v ~ ~ i- -n w o S 1 ~ of ~ o j Z ~~~o
~ J' ~ ,l0 ~1 / 0 0 0 6~ L C~ z , ~ ~ ti 8~ ~ 9 ~ D l S ~ ~ .q w ~ ~ o ~ W s. ~ w r~
- 1 ~ c~ 0 i ~ ~ S - to ~ K o~ - ~ 3 `~02~ S' C' v j 1 , o Z ~'1 I ~ QJ ~ SHEET 4 ~ ~ ~ C~? , ~
r i w ~1 Nom.
n S ~ ~ , , 62 Esc t _ ~ ~ ~ ~a ; ~ h / cJ ~ \ ~ ~ I ~ I ~ A D ~NI ~ ~ ~ e ~T 11 ■ ~ MATCHLINE, ~ ~■rt ~ ~o ~ ~ ~ ~ ~ . ~(1. ~ . o I ~ n ~ 1 I I ~ L~C1C ~ SHEET 7 ~ 1 ~'rn A~ ~ ~ u, b v
N ~ N j 5~ , ~ ~s ~ ~
' tD r ~ MATCHLINE ~ 4 4'3g~o5„ w ~ y ~ ~o 0 ~ N / A ~ ~ 'J W ~O ~ ~ 9. .G
o ~ o ~ S ;~L 1g~ - , I, r~ 0,~ o ~ ~ ~ ~ L127 _ •65' I ~ ~ n' 6 ~ ~ ti ~ ~ ~ h
< L128 / ~ 0 ~ ~ ~ ~ l; a ~ i r ~ 9 0
D Q ~ ~ G ~ t o O o l h h ,
z ~ o~ ~ ~ ~ ~ ~ F I r ~ 5 v0 , a
1 0 ~ ~ ~ r ~ ~
w w ~ ~ - l r~~ ti ti ti ~ ~ ~ 1 i w 'l 9 h cc,~ > A, ~ - s s , v. ~ ~ ~'I ~ S,3 ~ w ~ ~ 0 F. '7 .
\ ~ l Ul i ~ . v ~Ij ~ ~ L ~ 1. N ~ 0: 0, ~lL
2 s I ry 0 l ~ ~
I ~ o ~ ~ S 2 ~ v ~ ~ ~ u~ ~0 ~ 'S \ r , cn ~ W ~ N ~ ~ j 0~ 62 ~ ~ r ~Q ~ ~ ~ ~j \
I 0 -1 ~ ° r v ~
~ ,o -n U' v~ U, r / 0 ~ 1 ~ ~~'0 / ~ 0 V •A
~ ~ Cf? ~ N C1 ~ ~ ~ 6'S r ~ ~ ~ ~ ~ 0
B ~-r 0 ~ .t
C ~ ~
C ~ o. w~ 6 ~ ~ r 0 ~ I~„r~~ ~ q ~ ~ ~ ~ ~ ~ ~s, ~ 'f' - q c-
~o- NY ~ ~ ~ ~ , , 9 9 ,1,o d ' r v ~ ~
• I~, ~ ~ b" r 6~, ~ ~ 1 ' R1 ~ ~ ~ ~ , ~ j
Sl ~ V c~ I ~ ~ ~ A s 9 ~ F ~ ~ % o
.S ~ ~ l ~ ~ C 1 J', , i N~ : ti, ~,'l A 35 9 S ~ C ~ w s ~s ~ ~ ~ ~9. r i
t
.9- ~ ~ ~ 0 0 / v ~ 2, ~ ~ 6 ~
~ ~ ~ ~ ~ 'h 0° ~ ti ~ 0 . 3' 30
` ~ ~ w N ~ ~ to i ~ , ~ ~ s ~ j S~3 ~
~D ~ 9 1 ~ ~ ~ .I N i ~ ~ ~ ~ ~ ~ LZ , ~ ~ I' I; ' ~ t; ~ 90 j0 .
~ ~ N~ J ~ _t1` ~ ~ ~ k~ BRA?0~~ CGAL LTD i, - 9 ~ F ~ ~ ~
~ ~ 9 ~ ~ / ~ I ~ ~ ,~0 uN1T wt~L N~ I ti ~ IR~~I ~ ~ ~ ~ ~ A ~ 'l C; (HEAD f3Nl~ a. ,
~ s ~ r s: '0 E I,TIN- WEL. ~ ~ -
F ,-j 0 ti ~ ~ `L i ~ \ 'o ~ / 0. yv ~Y
` s~~ ~ / r' ~c i A ~ ~
~ ~ ~ ~ s EXISTING 9a
~ ♦ /6 /~o '0 o ~ ,i N 3 3~ ~ ~ ~ ° ~ WELL PAD - ~ 4'E ~ ~S ~ 0 \ ~ 3 9~ ~ i+~ G 0~ ~ 3Q0' X 350 ~ ~.~v~; 510
o - ,
~ ~o. ~ h f ~ y 1a CAS -
~ C32 ~ o~ 'o e, ,yo ~ / ~ C ~ ~ , rx1 s. 1 0- ~ /e ~ ~ ~ i ~ ,ti~~ 5 J-
h \ T h B
~ h ~ 2 i~ a 1 ~,i; ~ 0 0 ~ ~ ~ ,4.- ~ 1.-
~ ~ ~ G q1 , ~ 'S 1 ' ~ F ~Q ' / ~ ~ 0~ . Q i
' ~ p, h ~L ~ 0 ~ 0 r `1 ~ ' /
~ ii 0 , ~ Q~ ~ u'. V ' / t t
- - ~ G r ~ s~, ~ , 1. ~ ~ /
~ v ~ o. 0 b ~ O \ ~ t~A / j
T ~ ~ ~ 0 v \ V ~o 6° ~ G ~ ~ /
~ 6 o r ~ \ / ti ~1~ V ~i ~ V J 0 i l
~ ^ ~ s ~ ,o ti , ~ , ~ v ~i, ~ ~ i,~ , /
~ ) u~ + r
~ a
Ek Vol Fig ~ , 'o ~ Doc ~ v ~ ti ~ 1
@@814384 DR 53@4 195 _ \ y ( 1 ~0 , ~ 9 s ~ i ~ C~ Q A ~
sled for Recar~c !n: s 2 ~0~ ~ 0 ~ ~ ~ „ X7105 t - . ♦ \ - 5~. T ! , ti 6 ~ ~
i i ) _ hu r' AQUILA ~0~
IVI 19 ' - o, \ s rk BURP 30' ~ . Y ,2HA,s at E3; ;5p 2 ~a, ~ ~ , 6 ~ ~
\ ~ Z \ ~ = 4 ~j ~ ~ ~ ~ i ~ EASEMENT VUL. J` 0 ~ , ~ ~ .p k
Asa S v 0 s •p , 6 ~ Mats v ~ ~ ~ ~ ~ ,3
\ s. ~ 0 1 ~
cP. ~ ~ ~ ~ ~ Dacurr~nt Muttwer; ~ '~G ~ ~ ~ , 1~ ~ i ~ b G
v ~ ~ v 3 1 ~ PIPELINE EA LTD. ~ o 5 ~ , r
SMILING MALLARD DirVELOPMIrNT, Aaaunt ~ ~ Q - FERGuSSON euR~E~oN - `s.~ ~i' IrR O~ 3oO.OO AC. TRACT ~ ,i ~ 1 GAS GATHERING
REMAIND ~ , ti ~ ~ Recei _ - - _ ~ von. ?065,
VOL. 4247, PG. 5l pt Nueber clBE~?r S ~ ,v ~ , AY, v v ~a , I,
(UNP~Tf ~.D) lane 1(elle~ v P ~o ~ ~ , ti CANT) ~ '~s` 1 ~ ~ ;
(RURAL vA s \ 0 ~ '
v C ~ i IU' WIDE COMMUNICATION EASEMENT 51 \ i , WILLIAMS COMMUNICATIQN~, INC. -
r1 ~ ~ von. ~6??, PG S1A1E ~ 1E~S ti i s~ -
I here ~ W ~ ~ bl't'~rtlfy that this i~;tru~Er ~ ~i
flied on the .t ~a , / date ark tiie itd! hereo ' ~ ~ 4
a~ was ~Il~ recorded ~ ° ~ ~ - - ID the vo uiE ~ rain PIPELINE EASEMEN~I j
of the wed ~ acid page ~ ~ u - ~u - I'dS of; , ~i AMENDMENT TO RIGHT OF WA'r
~ r. MENT CIJ6NIY i , AGREE as starlped hereaa hY ~e, ~ ,
_ ~ ~ ~ ~ voL X050, PG a~ ~ ~ 0 ~ ~ IPEUN~
• _ , o ~ ~ 10~~ L~~_~UID PRUDJ_T; P 1 2" IRON ROD FOUND y 19 4j 0 I
i ~ ~ / / 3 0. (unless otherwise specified) L6j ,
PIPE FOUND i / IRON v j OWNED AND DEVELOPED BY:
UT i 2 IRON ROD SET SMILING MALLARD DEVELOPMENT, LTD.
DIORABLE W / aW>y aFM % SMILING MALLARD DEVELOPMENT, LTD. 3608 BRYAN, EAST TEXAS 29th STREET 77802
BRAZOS , 1397.24 AC. DEVELOPMENT (TR. 1 do 21 (979) 846_4384 VOL. 4247, PG. 51 PREPARED BY:
P / 4 L OFFICIAL RECORDS OF
Q E 1 / SMILING MALLARD DEVELOPMENT, LTD. BRAZOS COUNTY, TEXAS KLING ENGINEERING do SURVEYING
J ' RENlAJJNDER OF 350.00 AC. TRACT / 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212
VOL, ' 4247, PG. 51 w LAND DEVELOPMENT PROJECT NAME
' "SCALE I" =loo' (UNPLATTED) Thoueond Oaks 1387 Acre Tract
(RURAL-VACANT) / XREF DRAWING NUMBER LAYOUT TAB DRAWING NUMBER
tayoutt.dwg Sheet-7-Final-Plat Phase-1_FP.dwg
wy~l'lal\I'In=c 1_I I'wa uU~ AM
°
LOT-LINE TABLE TABLE LAKE LOT-LINE TABLE DRAINAGE ESMT. TABLE CURVE TABLE
LINE BEARING LENGTh LENGTH LINE BEARING LENGTH LINE BEARING LENGTH DELTA ;RADIUS ,LENGTH BEARING CHORD
L 1 833'11 '31 "W 76, 32' L 170 S44'24'38'W 75.00' C1 43'58'12. 690.00' 529.52' N76 20'59"W 516.62' V 76, 32' L85 N82'43'22"E 31, 79'
Indian Lakes Subdivision THENCE along the southeast right-of-way line of Chaco Canyon Drive (70' L2 N33'11'31 "E 76.32' 401.03 Acre Phase One right-of-way) as follows: 76.32' L 86 S06'35'00 "E 64.79' U 71 N45 35'22 "W 47 60' C2 ~ 27 26.04 890.00' ~ 4 !b 15' N40'38 51 "W ~ 4 %'2.09' _ ~ ~
J. M. Barrera Surve , A-69 L3 S11'4958 W 35.83 Y ~ ~ err ~ ~ . ~,`T a~ - ~t;
Brazos County, Texas for an arc len th of 39.27 feet to a L4 N34'30"16"E 138.95' Westerly along said transition curve g l
' " ~ urve the chord beers N 81 ° 01' 36" W - 35.36 feet, L5 S343076"W 138.95' iron rod set at the end of this c ,
S 53° 58' 24" W for a distance of 507.55 feet to a iron rod set at L6 S2732'02'E 60.00' o
the beginning of a curve concave to the southeast having a radius of 565.00 feet, L7 N0830'23"E 75.00'
Southwesterly along said curve for an arc length of 162.78 feet to a iron L8 N20'22'14"W 62.80' J ~l 1
rod set at the end of this curve, the chord bears S 4`~° 43' 11" W - 162.22 feet, L9 N05'45'16"W 97.76'
S 37° 27' S8" W for a distance of 8 i 2.87 feet to a iron rod set at L 10 S05'45'16'E 97.76'
Field notes of a 401.03 acre tract or parcel of land, lying and k~eing situated in the the be innin of a curve concave to the southeast havil~g a radius of 965.00 feet, Lil S2072'14'E 62.80' J. M. Barrera Surve Abstract No. 69 Brazos Count Texas and bein g g ~ " ~ „ i
Y~ Y~ 9 part of the 360.00 Southwester) alon said curve for an arc len th of 127.03 feet to a iron y g 9, L 12 S0830 23 W 75.00" acre Tract One and part of the 1037.24 acre Tract Two descrbed ~n tt7e deed from 41 41 " W - 126.94 feet, c
Thousand Oaks Develo ment Com an Jornt Venture to Smilin Mallard [ rod set at the end of this curve, the chord bears S 3. L13 N02'13'28"W 70.00' P P y g development Ltd.
S 29° 55' 25" W for a distance of 9h4.18 feet to a iron rod set at L14 823'40'03"W 47.99' recorded ~n Volume 4247, Page 51, of the Off~ciol Records of Brazos County, Texas, and n o radius of 565.00 feet
said 401.03 acre tract being more particularly described as follows: the beg~nn~ng of a curve concave to the southeast, have g ~ „ . L15 N0679'S8"W 84.94'
Southwesterly along said curve for an arc length of 178.39 feet to a iron , ° _ t L 16 N70'00 00 W 53.42 f I . rr-
BEGINNING at the 1 2" iron rod set, at the northwest corner of the beforem rod set at the end of this curve, the chord bears S 2(a 52 42 W 177.65 fee , / ent~oned ~ L 17 S70'00 DOE 29.16 y - -
1037.24 acre tract, same bung m the south line of a called 76.252 acre tract described in S 11 ° 49' 58 W for o distance of 3`#.83 feet to a iron rod set at the th d e be innin of the cul-de-sac transition curve havin a radws of 25.00 feet, L18 S55'16'05'E 65.52' e e d to the Bewley Trust recorded ~n Volume 2259, Poge 19 of the Official Records of 9 9 ~ 9
Brazos Count , Texas; Southeosterl alon said curve for on arc length or 16.09 feet to a iron L19 S22'40'00"E 90.31' Y Y 9 ,r
rod set at the beginnin of the cul-de-sac curve, having a radius of 50.00 feet, the chord L20 S3276'27"E 79.94' s~-- ~ - - -
g „ THENCE N 89° 04'25" E along the common line of the beforementioned 1037.24 acre bears S 06° 36' 07" E - 15.81 feet L21 S3978'S4 E 70.96'
tract and the beforementioned 76.252 acre tract, adjacent to a fence, for a distance of L22 N75'04'42"W 122.64'
390.39 feet to 0 1/2" iron rod set at the northeast or north corner of the 50' wide Cit o Southwesterly along said cul-de-sac curve for an arc length of 155.16 feet to L23 N75'13'38"E 116.03' 9 ~ .
Pipeline easement as amended in Volume 4050, Page 98 of the Official Records of Brazos a fz iron rod set at the end of this survey, the chord bears S 63° 51' 49" W - 99.98 L24 S3154'32'E 129.70'
County, Texas, from which a Citgo pipeline marker in fence bears N 87° 37' 23" W a feet, L25 S20'OS'49'E 18.98'
distance of 45.6 feet, and a 3 8" iron rod found in concrete at a 6" creosote ost fence ° . / P ° > L26 NDD'S5 35 W 40.35 1
corner mark~n the northeast corner of the beforementioned 1037.24 acre tract bears N 89° THENCE S 62 45' S0" W for a distance of 40.16 feet to a {z iron rod set; g L27 N3334'20"E 50.18' ~s i ~
04' 25" E a distance of 5221.16 feet; „ . THENCE S 11 ° 49' S8" W for o distance of 294.,8 feet to a iron rod set; L28 N55'O1'il "W 83.34' Y
THENCE throu h the interior of the beforementioned 1037.24 acre and 360.00 acre L29 N03'09'46"E 75.45' r
9 tracts, as follows: THENCE S 65° 35' 22" W for a distance of 112.:13 feet to a crosstie fence corner L291 N03'09'46"E 151.34'
found in the common line between the beforementioned 360.00 acre Tract One and the L292 N0908'24"W 53.59'
THENCE S 54° 21' S3" E along the northeast line of the beforementioned 50' wide 1037.24 acre Tract Two, said crosstie fence corner also being the occupied northeast corner L293 N19'04'43"W 89.86'
Cit o Pi eline Easement for a distance of 1922.55 feet too iron rod set in the north of the called 320 acre tract -Frank B. McGregor described ~n Volume 'P", Page 387, of L294 539'29'"W 49.99' 9 P ~ N2
- ri ht-of-wa line- of Mesa Verde Drive some bein a curve concave to the Deed Records of Brazos County Texas, the southwest corner of the said 360.00 acre nght-of way (100 g y) g ° L295 N107329 W 13.62 i
the north havin a radius of 2450.00 feet; tract bears S 00 15' 38" W - 833.33 feet. ~ 9 L_96 N23'J8 38 W 56.44 j i
THENCE alon the common line between the beforementioned 1037.24 acre Tract Two L297 S51'40'S0"E 284.23
THENCE along the north right-of-way line of Mesa Verde Drive (100' right-of-way) g and the McGregor 320 acre tract, adjacent to a fence, as follows: L298 S235432 E 70.00 r
as follows: ° ~ .54.96 feet to a 4 creosote ost L299 77.25' S 89 44 22 W for o distance of 18 p N66 05 28 E
Wester) olon said curve for on arc length of 136.52 feat to a iron rod fence corner, L300 566'05'28"W 77.25' Y 9
nd of this curve the chord bears S 89° 59' 38" W - 136,50 feet. N 02° 09' 26" W for a distance of 5°6.07 feet to a crosstie fence corner set of the e „ ° ce of 622.21 feet to a 10" creosote ost
N 88° 24' 35 W for a distance of 373.84 feet to a iron rod set, S 89 32 05 W for a d~stan p
fence corner marking the common corner between the 1037.24 acre Tract Two and the
468.48 acre tract described in the deed to William W. Smith retarded in Volume 2533, Poge THENCE S O1 35' 25" W across Mesa Verde Drive (100' right-of-way) for a distance ~ i I Records of Brazos Count Texas. LAKE LOT-LINE TABLE ~ „ , 315, of the Offic a y, f
of 100.00 feet to a ~ iron rod set in the south right-of-way of Meso Verde Dave.
Two LINE BEARING LENGTh • THENCE along the common line between the beforementioned 1037.24 acre Tract _ _
THENCE alon the south right of way line of Mesa Verde Drive (100 right-af-way) as ~ cent to a fence as follows: L30 N88'4422"E 25.00' 9 and the Smith 468.48 acre tract, ad~a , i
follows: L31 N0835 33 E 178.81 -
N 00° 29' 32" W for o distance of 1296.07 feet to 0 10" creosote post L32 N0374'19"E 132.31' - -
S 88° 24' 25" E for a distance of 373.84 feet to a iron rod set at N 00° 26' 28" W for a distance of 2924.95 feet to a 8" creosote post, L33 N44 58'02"E 202.89 the beginning of a curve concave to the north hawng a radius of 2550.00 feet. N 00° 29' 53" E for a distance of 135.56 feet to a iron rod set; L34 N31'03'06"W 63.35' - ~ = _ _ - h~- _
~ „ L 35 N31 '03'06 "W 92.08' Easterly along said curve for a arc length of 269.53 feet to a iron THENCE throw ht the interior of the beforementioned 1037.24 acre tract, os follows:
' ide Cit o Pi eline Easement the g L36 N18'00'S8"W 206.54 rpd set ~n the northeast I~ne of the beforementioned 50 w g p , YI l
° ~ _ ° ~ L37 N28'02'13"W 109.72' chord bears N 88 33 44 E 269.40 feet. THENCE S 45 17 40 E for a distance of 1035.25 feet to o ~ iron rod set,
L38 N3636'24"W 52.00' . r ~
THENCE alon the northeast line of the beforementioned 50' wide Cit o Pi eline f 351.64 feet to a ' "iron rod set in the L39 S7808'20"W 51.43' 9 9 P THENCE N 44 42 20 E for a distance o r~ ,
Easement as follows: southwest ri ht-of-wa line of Kato S rin s 70' ri ht-of-way) L40 N404013 E 67.74 9 Y P 9( 9 }I 1
L41 N1350'11 "E 90.56'
S 54° 21' S3" E for a distance of 158.16 feet to a iron rod set, THENCE along the southwest and northeast right-of-way lines of Kato Springs L42 S2332'42"E 23.60'
S 54° 19' 23" E for a distance of 979.45 feet to a iron rod set. (70'R.O.W.) as follows: L43 801'49'13"W 84.76' "'r i
S 54° 05' 24" E for o distance of 493.80 feet to a iron rod set, L44 S59'44'20"E 55.53'
S 02° 13' 28" E for a distance of 70.00 feet to a '~i" iron rod set the L45 S43'41'30"'E 134.27' THENCE N 03' 03' 46" E for a distance of 410.21 feet to a iron rod set beginning of the cul-de-sac curve concave to the north having a radius of 50.00 feet, - i
L46 55672'04"E 163.44' i
° ' " ~ alon said curve for a arc len th of 203.44 feet to L47 N85'48'32"E 108.02' THENCE 74 34 53 E for a distance of 397.64 feet to a ~ iron rod set Southerly and Northerly g 9 1
the be innin of a curve, concave to the northeast, having a radius of 25.00 feet, the L48 N1736'21'E 144.22' 9 9 „
CE S 15° 25' 07" E for a distance of 150.13 feet to a iron rod set in the chord bears N 61' 12' 38" E - 89.44 feet; L49 N145221 W 250.16' THEN
- - ri ht-of-wa line of Calusa S rin s Drive 70' ri ht-of-way) ,same being Northwesterly along soil curve for a arc length of 23.18 feet to a iron rod L50 N78'41'00"E 11787' north cui de sac g y P 9 ( 9
a curve concave to the south having a radius of 50 feet; set at the end of this curve, the chord bears N 28° 47' 22" W - 22.36 feet; L51 N18'41'06'E 232.25 ~rr.~~ : _ _ .
L52 N 14'15'43 "W 101.33' ~;1 r
d east ri ht of wa line of Calusa S rin s Drive 70' THENCE S 78° 54' 31" E for a distance of 421.20 feet too iron rod set; ~ THENCE along the north an g y P 9 ( L53 N1415 43 W 91.63 F~ r~ L ~ r -
r'i ht-of-wa as follows: „ . L54 N5873'47"W 118.71' 9 Y) THENCE N 25° 47' 19" W for a distance of 386.02 feet to a ~ iron rod set, L55 0.31'
~ „ N76 2017 W 6 Easterly along said curve for a arc length of 110.71 feet to a iron ~r °p7- ~
° et to a ' "iron rod set L56 N7676'30"E 75.58' rod set at the be innin of a Reverse curve having a radius of 25,00 feet, the chord bears THENCE N 24 57 44 W for a distance of 324.60 fe ~ , I
g g L57 N50'02'47"E 112.28' S 46' 42' 43" E - 89.44 feet.
16.09 feet to a ' "iron THENCE N 45° 17' 40" W for o distance of 225.00 feet to o iron rod set, L58 N03'47'27"W 12740' Southerly along said curve for an arc length of fz
S O1' 42' 43" E - 15.81 feet; L59 N1338'26"W 259.12 rod set at the end of thcs curve, the chord bears
° ~ ~ " ~ t THENCE N 42° 51' 47" W for a distance of 95.50 feet to a iron rod set in the L60 N3370'35"W 82.17' S 20 08 49 E for a distance of 220.81 feet to a fz iron rod set a
rde Drive 100' ri ht-of-wa L61 N3755'32"W 115.13' rve concave to the southwest havin a radius of 435.00 feet; south right-of-way line of Mesa Ve ( g y) the beginning of a cu 9 j
Souther) alon sold curve for a arc length of 145.93 feet to a iron L62 N37'S5'32"W 131.80' Y 9
° THENCE S 88° 24' 35" E alon the south r~ ht-of-way line of Mesa Verde Dr (100' 3 rod set at the end of this curve, the chord bears S 10 32 12 E - 145.24 feet, 4 9 L6 N83 08 53 W 109.13 i _ •
' for o distance of 409.13 feet to a iron rod set at right-of-way) for a distance of 213.05 feet to a iron rod set; L64 N7532'12"W 145.73' S 00 55 35 E tr-rr~
the be innin of a curve concave to the west having a radius of 435.00 feet; L65 N50'42'44"W 65.49' 9 9 i
r an arc len th of 259.03 feet to a iron THENCE N Ol° 35' 25' E across Mesa Verde Orive (100' right-of-way) for a distance „ Southerly along said curve fo g L66 N732632 E 68.82 '•r
' curve the chord bears S 16' 07' S8" W - 255.22 feet of 100.00 feet to a ~ iron rod set at the beginning df the transition curve from Mesa , rod set at the end of this L67 5855156E 141.61 ~ " Verde Drive to Indian Lakes Drive 80' ri ht-of-wa concave to the northwest having a
• 11 31 W for a distance of 76.32 feet to o ~ iron rod set at the ( 9 Y) » S 33 L68 S6979 53 E 124.97 radius of 25.00 feet;
beginning of the transition curve from Calusa Springs Drive to Indian Lakes Drive (80' L69 S89'S9'03"E 142.38' right-of-way), having a radius of 25.00 feet;
THENCE along the southwest right-of-way of Mesa Verde Drive (80' right-of-way) as L70 N0876'28"W 79.99'
L 71 N31 '46'44 "W 176.60' ~ Souther) along said transition curve for an arc length of 37.63 feet to a follows:
I „ . Y L 72 N31 '46'44 "W 128.73' iron rod set at the end of this curve and in the northeast right-of-way line of Indian Northeasterly along said curve for on arc length of 53.00 feet to a '/z° 173 N2677'05'E 200.99
~ Lakes Drive (80 right-of-way), same being a curve concave to the southwest hawng a iron rod set at the beginning of a curve concave to the northeast having a radius of L74 N62'44'S4"W 230.81
~ radius of 890.00 feet, the chord bears S 09 55 41" E - 34.18 feet, 890.00 feet, the chord bears N 30' S1' 39" E - 43.62 feet, L75 N0331'29"W 151.47' f r
_ _ _ _ Northwesterly along said curve for an arc length of 45.64 feet to a ~ iron „ W~
THENCE along the northeast right of way line of Indian Lakes Drive (80 right of way) L76 N431411 E 91.56 rod set at the end of this curve, the chord bears N 28° 23 59" W - 45.64 feet, " , % 11
os follows: ~ L77 N03 38 45 E 88.68 N 26° 55' 49" W for a distance of 372.76 feet to a iron rod set at E.
i " ~ i of a curve concave to the southwest havin o radius of 810.00 feet, L78 N33'03'31 "E 28.52' Southeosterl along said curve for an arc length of 264.40 feet to o iron the beg~nn ng 9
Y ~ " L 79 S57'45'S9 "E 24.60' ' - 263.43 feet Northwesterly along said curve for an arc length of 387.85 feet to a ~ iron rod set at the end of this curve, the chord bears S 44 32' 15" ,
„ . ° L80 S1552'06'E 110.71' ' for o distance of 740.61 feet to a iron rod set, rod set at the end of this curve, the chord bears N 40 38 51 W - 384.15 feet, S 36 01' 36" E ° ~ " L81 S5839'12"E 193.36'
N 54 21' 53" W for a distance of 327.41 feet to a iron rod set at
THENCE S 53' 58' 24" W across Indian Lakes Drive (80' R.O.W.) for a distance of the beginning of a curve concave to the south having a ramus or oiu.uu feet, L?5Z N/-')"4y 1d t 13u.vJ 1JILUJ L-----] LLUy I J.1 Lit 1 ]l /m I I OVU r c I I~~.V/ I III V►►IYGU YUYU ULYLLVrLU DI:
80.00 feet to a 1 iron rod set at the beginning of the transition curve from Indian Lakes Northwesterly along said curve for a arc length of 480.58 feet to a !6" iron L83 N60'24 31 E 242.41
rod set in the common line between the beforementioned 1037.24 acre Tract Two and the L84 N82-43'22"E 30.91' Drive to Chaco Canyon Drive (70' right-of-way) having a radius of 25.00 feet;
• Smith 468.48 acre tract, the chord bears N 76 56 Oh W - 468,25 feet, } I
THENCE N 00 29' 53" E along the common line between the beforementioned 1037.24 MMM! a
acre Tract Two and the Smith 468.48 acre tract, adjacent to a fence, at a distance of 84.64 feet, pass a cross-tie fence corner, continuing on for a total distance of 94.36 feet dJ
to the PLACE OF BEGINNING containing 401.03 acres of land, more or less. Li
(-f I
Ti Duk 1s'~i ~~~_~r Ti'u_t',1..lwy\Pik -h,F'h,k -1_FI'._lw~,
1
- _ - - 1
_ - - I - ~I )HEFT 3 GF 7
.,C~AIE, i~ _ 100 1/2 IRON ROD FOUND ~ i ~~l~li.
~ ~ (unless otherwise specified)
~ IRON PIPE FOUND (0 c--~.
' W 'I N N D SET o 1 /2 IRO RO ~ ~,,,1
~ cl
r~r r - I c- ' i i ~ ~ ,yb h15d'U',~~_~L ~ ~ . ,
bc~~NLr Y f R Jv f , ~ OE4~11 EY TRUST ~ ~ L ~ I - - - ~ ~ ~ ~ ~ - ! J r,8 3~;' ~y, ~ -
CALLED /o.2~L - - EAST HALF OF 157.6 ACRE CRAC f N58'05'~3"E - i ; 1
voL. 225, PC I~ - r (uNPLArrED) -~Uf? f~r(N~Cc'ri i~
~ ~,v , (RURALNVACANf) L-_'. _ _ I h'. Li Vl~ ~ -
(RURAL /ACallfl f ~I `~I F~c' ~ ARAPAHO RIDGE DRIVE ~ SMILING MALLARD DEVELOPMENT, LTD.
~ ,f 1397.24 AC. DEVELCPMEPff ITR 1 ~ 21
Ili i.~~,1~,_r w I VOL. 4247, PG. 51 ;w ; ~~~~o '_,;°t _i_ ~ ~ ~ - - _ - _ ~ DfFICIAL RECDRDS OF
1 wilt n--__ ~ T.. ~ BRAZDS COUNTY, TEXAS _ Y
. ~ ~ ~,y i
. E 390. N89 04 25 _ ! ~ - - - - ~t _ .
13.28 _J----
- ~ V - • ~ ih~~li F-~~L~ I~,1~f"IL' III ~_~d`J~~:F'tl~ r i t 4 (A ~
C1 ; I ~ ~%i, ~ Ili ~.~rn, :l I~. _~I Air: 1~1~1, t ,i, t
~k ~ I" ~l ~ , . . ~ - - cn
RO ~ ~t,.,_ _ I N ~ ~ , W _ , - _
RR - ~ l . ~ . ivi , L.n P - ♦ i r
~ - ~ - I ~ ,
,
O~ ~ ~ I r;_ ~ ~8 i
N ~ ~ I pr. ~
~ ti ~;~'s o I I ~ .
I ~ R'~ ~ ~ r- ; u: ~ v ~ ~ ~ 1 - -
L..I " / \ ~
° - ~ L LL ~ ~ ~ \ ~
Ll_ 111 lL 0 ~ - ~ ~
`1- -i v~~i, IC' ~ v ~ N tl 2 ~1}~1[" `Y 111 ~ ~
~ q~
L ~ ~ Aq
~ ~ o S ~ 0
~ ~ ~ R•o R F ,y
I
1 W. SMI~fH et u,t ~ ~ Y~JILLIAIY F
~~~ALLED 46d.4d Ac. ~ ` ♦ V ~ UT U \ RF
\1~~~.. L~33 PG. 31 ~ ~ V ~ , ~ I ~S) ~ f
I y~LA~I'ED) S (JI r~ I C~ A '~'o
i R U RA L~ VACAN 1') s , , ,
4, C ~"Vt , ~ ~'~I) ~
~ - ~ ~ \ ~ -,~~.'l/ i I / ~ c ~ ~
L~~ ~ J ~ \ ~ fir,;>. F
- I U l',k'~i.~~~~i)TE lL ~ ~ ~ ~~T~ ~ ~ ~^j~ - ~ ~ \ ~ > WrCjC u
_ _ i
b' ~ ~
i < < Q ~ SM1LUyG MALLARD L t~~ .
~ ~ ~ , I Ul \ ~ ~ ~ ~ I REMAINDER OF 7 0
~ ~ i ~ N ~ I . \ \ a~,~ ~ I
_ __I ~ ~ ~ - _ VOL. 424 ~ (3) ~ . Z 3 ~ ~ as ~ ~
~ I ! ~ ~ ~ (UNPLA CJ 1='~ iL ~ 0 ~ v s ~
I < I a d ~ s (RURAL C
'~~I ~ D ~ ~ LLARU DEVELOPMENT, LTD. ~ ~ . < ~ I ,~M1L1NG MA ~ ~ ~ C [rJ Lil ~ ~ r' r' ~ r - -
-I ;n'-' ~ I I R~MAl1yDr.F~ Or 1037.24 AC. 1-RACf ~ N \ . Ll ~ \ L~ y s-
sl ~~,w 1 I VOL. 4247 PG. 5~l ~ v ~ \
~,I - ~ ~ ~ (uNP~rr~D~ ~ ~ ~ OT 18
,:i ~ (RURALNVACANf) > , . ~ BLOCK 5 ~ ~ , r
_ n' ~ o~ I ~ ~ ; ~ ~ ~ ° 6.75 AC. A
~ J ~ o ~ 10' Public; ~
~ ~ I I ~ ~ Util;t ~ Easemen
v I I ~ ~ ~ A~~ l t ~ I w ~ ~ ~ ~ _ u ~
i - - a~ I I I ° V A Q. ~ i 1~ ~ Front dl ciq ~ n - N01 35'25 E
- I - - ~ u' Setback Lrn - ~ _ e `y I _ ~ - - - - ~1 100.00 _
o, 84, 16 i ~'V88 2435W-373 f
L~J a~ - - - - - - - - - - - - - - - - -r ~ - ~ - - - - - - - - - - - - - - - - - _ - _ ' 92.95' _ - - .
_-J _ C~ _ _ 1 r
~ ~ ~ MESA VERDE DRIVE
< ~ FUTURE PHASE 1 °35'25"W MESA uERQE DRIVE FU C I ~ .o.w. SO I (100 R ) 11.x.05 ~ ,
° 100.00 (SAO R.o.w,) I . t S88 24 35 E ~ ~ °
F- ~ i _ ~ S88 24'35"~ - 373.8 i
~ -~2Zfi.5_ ~ _ ~s~ U aoooQ, -3QO.Q0'_ _ 7.4
- ~ - - - - - - ~ o v Lund:rco~e v ~ ~ rte. ~ - - - - ~ ~
~ - N42.5147 W _ Lorrr~ r, ~ ~ ~ \ , ~6'-P rc - - e,t ~ a. ~ r`~~,i r - - ~ - ~ \ ~ ov Ut,lrf v>e~
- - 95.50 ~ t5 Pubr~ v ~9. < - - - - _ - ow . ~ i - v Ut;l;t~ r asemen ~ ~ ~ ~ v A ~ ~U Font Bldg. Setback Lr'n I i ~i ~ v ~ ~ v~~r ,L ~S
Q \ 1 \ V V ~ A ~11~. 1 S v
I ~l 6' ~ ~ S ' "Y \ ~ ~ • j 0 Q• ~i. I ~ ~ ~ ~s DoT z~ ~ , . ~ , ~ Y~ ! -
I A ~ v ~ 1 ~ Z
~ ~ v BLOCK 1 ; s~ • , , ~ ~ a I S y~ ~ v v- i
~ ` •p O: 1.79 AC. ~ ~ I v 0, v ti~ n~ v s v
r \ Y \ 0 \ ~ \ r
I LARD DEVELOPMENT, I TD. \ ~ 5M1L1NC l'AAL \ \ ~ ~ , ~ ~ I
I REMAINDER Or 1037.24 AC, TRACT \ 'L ; ~ Q I VOL. 4247, PG. 51 ~ v ~ , ti ~ ~ ~ , ~ I
o ~ ~ v ~s~ 1~ r ~ - r s ~ V \ Y
~ i (UNPLA RED) v Z v • .~a~,,~ • eM ~ ~ I
N ~ ~ (RURAL~vACANr~ v~: ,ti E~ ~ , ~ % ~ ~ oP , ~ ~ ~ ~ i 0 . L v ~ U 2 ~
v S v y' ~ S ~6 h , $1 ~ ~ ~C~~ V \
'I SHEET3 v ~aA v ~ ~ i~0 ~ .~2~ ~2 ~ o ~ p,•Q v L ~ ~ fig. ~ \ \ n
rrrr r ~ i \ 1 ~ ~ \ gr~ C tJ g5 \ ~ ; ~ ~ MAl'CHLINE W 1~7' ~ G 9~ n ~ ~ R ti \ r E ~ - G
SHEET 4 ' O \ ~ \ v ~ v S ~ d 1, ~ 'L ~ N ~ ~ ~ ~ s ~ ~ ~
o ~ u ~ 3 \ ~ \ \ C 0 Q \ N00 2953E a?~~r,. \ ~ ~ nG ~ \ l
1.05 AC. o BRYAN, TEXAS 77802
135.56 L C80 9S (979) 846-4384
/^rtl T Al REPS
o~ 9 Fe int I"(~iT O C; t~ cp o0 p
ly~ i
i 4 1 V 'A L t.
I
L J F'r~~jeCts P2 Thousand Oaks 1397 Acte Tr act\dwg\PWt\Phuse-1_FF'_~w~ 11iUti2002 W` PM HT
1 - \
r I ~ \ VQ J77 • ~ 1 I ~ 1 \ ~ ~
o ~s LOT 21 F
~ ~ ~ ~ , ~ ~ IN A
♦ BLOCK 1
w I • p O•. ~ 1.7.E AC. ~ l ~ ms's ~ ~
~ ~ SMILII~IC~ 1`~IALL~IKD C~E~/ELOP~b11= ICI-l~ LTD. ~ ~ ~ ~ ~ o ~ ~ o ~
~ 0 0~ ~ _z ~ ~ ~ LOT 3 o i ~ \ logs ~ ,~o~yCgy
~ VOL. ~42[l1, PG. ~ 1 ~ ~ ~ o ~ i ~ ~
~ ~ ~ o BLOCK 4 N \ ~ .~yS 9 ~ ~ ~
N I ' ~ , 1N1 Cr ~ Q v ~ v Q I~uRa_ i~ a>~n ~ , a ~ ~ , _ r Q ~ ~ N 2.06 AC. o \ ~ ~ S~
i ~ Q ~ _ ~z {~J~' ~ , ~iL~ ~
SHEET3 ~ S,p ~ ~ ~ ,,I~ ~ ~ \ ~ Ji ~ ~1 s SHEET3 a7 . N81'10'40"W ~ ~ ~
rrrr ~ ~ ~j . ` .~2 ~2 ~ ~ p ~ ~ MATCHLINE ~ o.'P ~ ~ L ; + ~ 9 ~ ~ ' ~ ■ MATCHLINE ■ ~ ~ ~ ~ ~ C=197.29' ,W ~`f o ~ ~
SHEET4 ~ ~ Jt Z ~ ~ ~ ~ 9~ ~ ~ ~ • ~ i ~ ~ 1 ~ ~',c~~ ~ ~ cP.~ L=198.43' ~ SHEET4 ~ w \ F', \
~n ~ S _ Z ~ ; o ~ o, ~ ~z ~ N00 2953E ~ ~ ~ ~ ~ 0 p ~ N ~ Q ~ C ~ ~ , ~ ° ~s~ , _ - ~ LOT 8B i ° ~ ~ 9~
is ~ ~ ~ ~ .,1 ; , ' ~ ~ G ~ ~ ~ 't' ~ ~ ' ~ ~ _ _ _ ~ BLOCK 4 o N \ G ~F
135.56 ~ ~ ; ~ ~ ~ ~ 0 i ~ i ~ - ~ A ~ 1.05 AC. o S 9 ~
~ ~ ~ ~ ~ C80 ~ ~ z \ 'gs ~~X SNllL1N+~ ~~1aL1aRD DEVELO?~cN-f~ LTD.
~F i ~ _ ' ~'i ~ \ •i ~ ~ p r l `R G ~ vi 0` ~ •~2 ,~'~2 1 ~ N~ , SHOSHONI COURT Nb2• ~ ~ p \ S• RcNIaINDER OF 1037.2, ac fRa~T
~ ~ ~ C, ~ ~ s S' ~ ,9~~ '0 t~ ~ ' (70' R.O.W.) C ~6'~6»~ ~ ~ ~ ~ ~ ~ VOL. ~2~1, Pu. 5] ~ ~ ~~gg c82 ~ ~ s,, 04 , - ~ LET 4 v
~ C ~ ~ l~ `v ,,~~~1 `o. 9 ~ ~ ~ oj' i UINFLA f fLD) ~
I ~ - fir, ~ ~ ~4 c~ ~ ~ ~ 9 I L, ~ 1 , , 4~ cis ~ ` _ - - - - _ _ , ~ ~.s4. \ BLC~K 4 \ ~,RURa~~~vacawTi
~ ~ ~ ~ ~ ~ G ~ ~ 0 ~
i ~ ~ ~ G 8 P . - 1 ~
~ ~ ~ ~6 , ~ ~ ~ ~ C=308.53' ti ~ \6S~ \ ~ S~ \ 8~~
1 ~ ~ 1 i~~' L=314.49' ~ ~9, ~
Iz ~ ~ ~ Z ~ ~ ~ 0'0~ \ N
~ ~ ' ~ ' LOT 9 ° ~ ~ ~ ~ ~ . - - - - ~
i S, ~ ~ J`, ~ o ~ ~r ti ~ O. ,a1 1 Q. ~ ~r N - ~ `0 0 ~ ~ ti ~ N88'48 25"E N 408.33' \
~ ~ ~ ~ ~ vi9, .~2 ~ ~ w I i w ~ ~ 1 ~ BLOCK 4 ~ " ~ ~ \ ~ , c8~ ' : ~ . \ ~ `Vi'a,, N, _ 11 ~ 6 II~IwI~~I~~ ~ ~ r;~~~ \ G ~
~ w - 2.06 AC. ~ o I ~ n~ ~ ~ ;~~~~r;;N~ , ,~~~i~i~ ~ ,
~ ~ F _ ~ 1 1 Cn ~ ~ U 2~. \
~ 1 i. ~ ~ ~ ~ 1 - ~ ~ ~ X89 2g.~" >>S
~m ~ ~ i ~ ~~Jr_ gyp, ry~ LOT ~ ~
I I ~ ~ L s ~ ~ ~
~ cv S. 0` ~ ~ C ~ ~ ` ~ O ~ I ~ S7 , - 0 P
l L ,..._r. I~ ♦ , ~ 4.31 ~ ~ ~ ~n i ~ r ~ ~ E ~ A - -
l~ 411 x ~ ~ , I
~ i 25 .i
~ ~ ~ a 05'37 E ~ i ~ I ~ I C_8 0 ,y~ 11
N ~ ~ 3.34 in ~ ~ l,g ~ o .~2~ i
0 5 p ~ a. ° ,ti , ~ p ~ ~ ~ ~6 t
o ti tip ~ G ,
°e o'~ ^0' ~ ~ ~
~:ALLEll -rUU.-i~ Av. I 2 ~ ,1`~ ~,V I , i~
VOL. 253 PG. ~ 1 S ~ ~ti % o°` ~ ~ ~ ~ ~ ~
IUNPLATfED ~ ; 2 Q ~ ~r
I n UAL VACAIy r1 ~ ~ ~ 1 ~ , ~
i 1 ~ 6 .
~
1 ~ ~ V'cA ~ , ~ V ~ ~ '96'
0~ i ~ ~ ~ 2 ~ J► \ ~ ~ i O ~ ~ ,
t3~ N 0 - ~ ~ ~ ~ 1 ~
e r ~ ~ ~ ~ i - p J
N I 0 ~ ~ v . s~ 0 ~ 6 , ' e J
E ~ 6 I ~ 9 / ~ 43' ~U ~ ~ ~,e ~ ~ ~ g.i ~ ~ q ~ .0 1- ~ ~ ~ 0 1 6 ~ti~
I ( ~ C 6 ~ 1~~ . 5 1~ r 4 ~ <C oo s ~ ~ ~o~, ~ 0 ,
I~ ~ S , i r;~ ~ i N I .6 ~ ~ ~0,~ ~
i 1 2 ~ C
~ ~ LU ~V2~ ~ > ~1 ~ 1
L.ts
r iii'- ` J 06, ~ ~ .l0 ~ ~ ~ ~ i i 1 ' . ' ~ ~ ~ i EO d
_N ~ / t~ /mar ~
/ I ~ ' ~ , i~ < ~ i ~ t
• ~ C ~ iL I i _ ~
~J ~ ~
Frnc<: ~ I ll. C~ SQ- ~ ~ ~~o ~Q 5~
w ~ A , ~ SS . , E ~ I c, ~ ~0 , i 'C 04 a ~ S `
~ z ~ ~ 0 , i 2p 8 i .
i O 9 8 i 9, ~Y T .8 ♦ s C 6 2l 2 O
I I< S ~ o T _ ,y, o ~ < c
~'0 1 ~ ~ 2 K
- • ~ ♦ i ~ 3g- ~ F qC a
7 1-{
I ~ / 4 262 I 239 'C ~I I ~
, /
i ~ / ~ ~
I S i
I 22 S , 528'1 ,
,075 „ ~2 S W l 424 , W 5 W ~ SO ~ ~ / ~ .62
I g ~~2 16', l 0 h C, 42 8p Sl ~ ~ ~ 9.57' ~ Op ~ ~ / ~
~ ~ / 4
~ i _ e, / ~
J/riU,, ~ SA' `O~` ;,J: yC° Q~ l' 1 ■
~~r~;~ ~ i ~ ~ ~ e _ ~ ~ oc
K z ~ ,a r ~ . ( Q 5.82
I I ~ Q M~ qC.
~ _ F. v ~ ~ 26 ~f 1 ~ ~ ~ ~ 2.0 ~
SHEET 4 I ~ - ~ ! ~ ~
ill ~ ~ ~ It ~1,, ~ ~ v ~ ~ ~ MATCHLINE I , ~ , o ' ~ 1r o • .
SHEET 5 0 ~ r ' f ~ : ~ I I a o
~ LOT 4 ~ I ~ ~ ~ A w , S
t s
~ BLOCK 1 ~ i I ~ ~ _ Syr s 48'2 ~ I I u - r~~~i ~ E I ~ I ~ , 7g6 g~,
N ~ 10.04 AC. ~ i" ~ t
~ ' I I cv I ' ~ ~i~ ~ ~ ` ~ _
°o I I S03 40 \
4)„w ~jj z I C, 2 LAKE ARAPAHO - 53 AC. OWNED AND DEVELOPED . SMILING MALLARD DEVELOPMENT, LTD.
lz26 3608 EAST 29th STREET
' 8.39' S04'3325, w L BRYAN, TEXAS 77802
or 0-316.82' (979) 846-4384 PREPARED BY:
L=318.54 < i OC ~
I ~ 2 I 6. )2 4 C26.22' M/N. . _ KUNG ENGINEERING do SURVEYING Doc Bk Vol P9 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212
00814384 OR 5304 192
r S89°33'32"W - 920.~~)' _I I FF 262.0 0) LAND DEVELOPMENT PROJECT NAME
Thousand Oaks 1397 Acre Tract
171.50' 191.50' 191.50' 191.50' 174.35' . I LIJ I I ° L67 XREF DRAWING NUMBER LAYOUT TAB DRAWING NUMBER Layoutl.dwg Shoot-4-final-Plot Phosa-l-FP.dwg
I
I ~ i, i El,jkZ 13'17 Al-i r Ti ~u=tv'-Iwt\PI!'_I_~ 1._f I'' VO-l I1, Uric VIII,- I'M --T
\ / ~ ~
i l I r
~ - _I ~ ~ ~0T
1 I ~ ~ p~ ~P g ~~%Mo v ~ ~ ~ a~' ~
• ~ ~ ~ - K ' 2 s w ugh 1. n 1~ , i
~1 . ( 82 AC. . „ _ w ~ , ~ M(N FF
~ 2 z ~ ~ - ~ , , , ~ 62 ~ u~ ~ - i'•.,~ ~ 4 ~ 1 ~ .0 SHEET4 (8 ~p 9 ~
SHEET 4 ~ ~ ■ ~ ~ MATCHLINE~+~ ■ 9 P G~' ~ 0 `ti~
WfliirYl rr r if) ~ ~ j ~ ~ . ~ ~ . ■ rrd MATCHLINE ; , ~ SHEETS \ ( ,~p~~O ~ PG. ~
SHEET 5 0 ~ ~ 1: ~ ~ ~I ~.;~1'~;r~ `9~ ~ ~ ~
i y~ _ ~ I ~ _ , i , 1' L91 ~ Ngg. i
I SHEET 5 OF 7 i ~ _ ~ ~ ~ ~ 48 21' , ~ I g 2g W 92
5 i ~ yC~,i~~ "r E r I 9 91, I _ _ ~ ~ I
N i ~ LOT 1 BLOCK 12 - 65.81 AC. ~ ~~~~~,64,
~ ~ I I I ~ ~ (V I I C~ g ~ .g 9
O ' i I ~ I SMILINI; NIALL4RD DEVEIOPMEIJT, ~tC ~ S( 3'4 ° O ~ 139/.21 AC DEVELOPMEN7 ITR. I ~'r ~ ~4j°°~ LAKE ARAPAHO - 53 AC. ~ ~ ~ ~s ~Sp~~g"w 4Sip;
z W , ~ I (I C~ ?6j ~ ~ voL. azaT, P~. sl ( I L, ~ 8
i I I GFFICIAL RECORDS OF I b8.39' _ h _ ~ 94~ ~ ~.yo,
bkAZOS COUNTY TEXAS SO ( 4 33 25"W I I L~ 1 ~ i~~~ j
c=31 3 6.82 1 I e I - C LO
W L-318.54' I CK 2 ~ _ - i v .
I ' ~ 6.~ N ~ i 2 A0
26.22' J ~ MIN. FF ~ . ~ ~ ~ 262.0 .
~~89`33'32"W ~ 9~0._~ . ~I ,I ,~F A9,, .
~I i 171.50' 191.50' 191.50' 191.50' 174.35' I c~~~.
~I L6 ? i I I ~ `I ~ ~p--__~
I I I, I ~ I Co i
I I I ~ 8 X08 0 ~ ~~4 OS,O~„w\
~ I I I I C7 I ~ ~ I I I , , ~ eS L69 ~ S 2>> 45,
i U I i ~ ~ Q Z ~ ~ S2~. p°~ ~ ~n ~ ~ Q~ , cSg~40„w 5~ 02 l9\~9,
~ 1 ~ I I- U ~ 8 ~ s', 'G ~c ~
0 0 I 1 ' ~ s~ ~°4 _ 0 I 6 °q .v c_; ° oo J J cu I ~ ~ 8 21 °E ti l63 63 C,g6 ~ ~ " ~~o~~ • r vs~C,~LGS
~ o ~ ~i m o~ I ~ ' X22.1
~ ~ i U ~ ~ ~ ~ ~ ~ ~ ~ ~ U INS I J ~ 0~ i Y Q c ~ Q Z Q 2 i. T I c0 ( ~ s. < BLACK 9 ~ ~ c45 ~ s~ 1.30 p,C. ~ p'`~'~ Oj \
~ V' I i- G o ;1 I ~ Ot G ~,a
I N ~ 00 ~ 3 0 0 3 0 0 ~ 0 0 ~I I~ ~ o~ Iro ~'J ~ 1- JJ N I~ JJ N JJ N ~ i ~ ~I ~ \ ` ~ ~ ` M1N, FF. 262.0 ~°ol I ~ ~J~ ~ ~ p
N J ~ ~ ~ N N I ~ O I N ~ m N m N m m I~, I 1 ~ ~ ~ ~ ~ ~ ~ ~ _
~ N ~ N N N N I Ul W1 ~ 1 ~ ~ O ~ - ~ _ 11
~ O O O ~ I ' 0 0 ~ ~ O I ~ j g4.9~ ~p ~ 5, Front „~0~
~ Z 7 Z Z ~ I ~ ~ .l, z ~ I ~ 4 ~ ~ C \ etb~ B~Q, r ~4~
- I I e~ _ ~ I- oc `~0 ~ ~ Ck Cirj 9 F, ~1~
;I,r; l ot~ N I ~ K _ ~ I I 2 I I ~ ~ d
~ I 1.' rr. I r ~ ~ )r~i1r•!>1 l , x'62 p I ~ AC.
~ ~ ~ ~ ~ ~ ~ i ~ I MAN FF i l ~ 0 2. U 105 JOi \ ~ J ~ ~ ~~y~~ ti~
z ~ 189.23'
191.5'--- 191.5--- - ~ I r~ C,~R ~ ~ ~ S_ iope~~E r- z (~03 ~ ~`~q ~ ~ ['s'~~
-Ti` ---f 1 191.50 _ 17136' 1~.,; ~ - - G ~
_ a1.3o' loeo~' N89'3._S'~?»E ~ 955.23 ~ _ _ , DAKOTA RIDGE DR. ~ I n, < ~ r ~ is so ~ ~ D T 14 , ~ X39 ho~ R.9I~ o.oa, ~ 0 ~ o
O I - NiGpuSeCl 1en~lp;7rory Turn-Ali+l~li.~ Tyr u t(t"Ic'I; o I _ (70' R.O.W.} 2 ~ 1 ~ ~ K 9 ~ ~ ~0 ~ ~ ~ w.~ R.t~~s~o. 38o g2., , ~
p ~ ~ Easement (50' kad~us~l Urtoil ~VU. ~ I -~.,S89'3.~'32"W ~ 966.39' 6' I
WILT lA~bl ~N. SMl7H, at ux i - - _ _ ~ooo' s o X10 ~ I S~6.4 , ~ ~ , i ~ X79. I' ~ r ~l ~ ~ B2 AO i ~,~YO• ~ ~~~6, l~o.oo, ~ ~ ~ ~ S cn ~ ~ ~ 0 / / „Q' ~ : / ~ N~ 4;
CALLECJ -)o3.ld Ac. ` 164.78' 2-9.~---- ~ oo 821"Eti 1. - - ~ MIN FF• ~62•~ ~ ~~o ~ ~t .E~. ~ ~'~~~~Op'~Y
~ 315 ~ ~ N I 9648j~ ~/UL. 133 ;JG. ~ - - - la ~ - - 7- - - - - - - - - - ~ ~ I J
I UNPLA ~fED) - -I - - ~ ~ ' wr;ds:ope J°~ ~~t>i;c ~ o X22 ;~23 ~ti C? ~ ~ ~ ~ ,~44 g8, s~~q ~tC
lRURAL^~VA.,AI i .,V r~~r;t ei~'~ ~I1,~~,- I +~il~ltl, C~l;rlllr/7! O~ I - I `,c'fi uTr. Lire 'JIJI(i~l~/~ I W
I p p ~I
i ~ ~ VVicle I I 0 ~ ~ e
I~;i~ ~e Esrr;! I 0 ~I ~ I ~ I
_ 1~ I ~ = LO 1 ~ ' ~ ~ _ ~ t ^ ~C V co a~ ~ t ti ~ ~ ~
I ~ o TS ~ ~ ~ c7 ~ ~ ~ I a r- ~ ~ 0~ W ~ ~ 1 U ~ ~ ~ ~ 'til
~ ~ ~ ~ ~ ~ ~ OC ~ ~ c ~ J J " ~ ~ ~ ~
(3) ~ z Y ~C Q Q < 2 I~' YQ Q ~ F' ~ I'rn ~.2 ~s~ ~ U I- U z U ~ rn I ~ A ~ W " ~
I- U w o ~ N O ~ , I MJ I o0 1 p 0 p ~ 0 0 p O p ~ ~ N. FF p ( N rn~ o' ~ r ~ O,~G
N 00~ N 0 w J ~ I N 2s CJ I JJ N JJ ~ JJ N J I 2.0
c0 < ( M m ~ m ~ m , - ~ C~ :V ~ W N w I o b I
I O I o N I N I I Z ~ _ ~ I r~ p tl N ~ ~pGP~.~~.
LIJ N U1 log I ~ , \I • ~ L56 LOT 1, BLOCK 12 - 65.81 AC.
o I _ I p I LAKE ARAPAHO - 53 AC. ' °
~ ~I t,55 I J N J r
I I - I .I s~6• , I I ~ I w ~ 4821 'E ~
tL I 15' 227.63' I 202 x,08' ~S ~ ° • 1 ~ o v~ l1I N 0'S 4 ~ N ~ (0 Z BM• tR~N J(~ ° N~ ~ ~ ~ ~ h°'
_ ~ 279.93' 299.93' _ - - I eM~'`.~E[EV ROp S 1" U Q N~ ~ Q N N = ~°1~
i - - , ~ I I BMA S89'30'28"W ~ 1 G,).~.63' I~ _ I I J m N~ ~ J J ~ 1 J ~ N H N
~ ~ a ~
~ t.L l I 3 m z ~ ~ X131
t.L i
1
I"~ ~ l0 -r o l~ I I T 6 _o~ ■
o I <C ~ e II ~ OC N C,~~ ~I 1/2" IRON ROD FOUND •
i ~ K ~ 2
i I U~ I x,84 <C ~ Ac I ~l CKLCi;SOTr _ I I MAN. FF A {unless otherwise specified)
' ~ ~ ~ ~ 262.0 i~(:iI~.F. I (~~~T ~ IRON PIPE FOUND U
LOT 3 I - ~ i I ~ ~ t/2" IRON ROD SET G
BLOCK 1 i ~ l
I o ~ 10.85 AC.
I"~ i ~
1 I N ~ I I I ~l J ~ ~ ' ~ FINAL PLAT
i ~ \ ~ S I > >s , (JI ~ M'
N ~ 48 21 'E ~ ~ o, s~ ti
S04 05'06"W ~ ~ .c ~ ~ >>6.1 • N INDIAN LAKES SUBDIVISION
C=136.45' ~ ~ ~ m "
o ~ L=136.58'-~~, c ,o I ~ :n t ~ Z I , II I o ~ ~ PHASE ONE
I ~ I L.Ci;ICIc~CI Ul~ ~'ic -t~. X50 ~ ~ 401.03 ACRE TRACT
L28 L2~2 'E -I ~v1
~ \ - - - - - - - - - - - - - y - - - - - I I ~ Ir ~ N ~ - - - J. M. BARRERA SURVEY, A-69
- - - - - - ` S89'30'28"W ~ 985.87 _ _ _ I ~ _ _ _ - - --T--- I I W z BRAZOS COUNTY, TEXAS
'~2~~
~ I- Z~leq I Sp3'14• ~ p - - . C, 26 'E ~ ~ SCALE: 1 "=100' NOVEMBER 7, 2002 ~
I - _ r ~ I I 33j85' ~ ~ . r; o I t~ ~ C, 33 0` ~ - .,i ~ I 4.19' ~
L~ N I ~ r I I ~ N, Apr ~ ~ ~ ` ~ . MATCHLINE • SHEET 5 0 F 7 OWNED AND DEVELOPED BY:
SHEET 5 I DLO ,QCK iD G SHEET 6 SMILING MALLARD DEVELOPMENT, LTD.
MATCHLINE 2 23608 EAST 29th STREET
6.95 SHEET 6 . C 1'12"E a~ ( MI q 95 BRYAN, TEXAS 77802
C=307.88' - ; 1 262.0 FF A (979) 846-4384 26 62, p PREPARED BY:
N w LOT 2 L=309.45' 1 KLING ENGINEERING do SURVEYING
M X39 a - BLOCK 1
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH,979/846-6212
10.87 AC. 1 S;76 1 O 482 Doc 'Bk 53041 Pg 193 LAND DEVELOPMENT PROJECT NAME
:E ' O 11n S1 T , 456 4' Z N I 4p 44» 00814384 OR l1S Thousand Oaks 1367 Acre Tract 2 XREF DRAWING NUMBER LAYOUT TAB DRAWING NUMBER
N 1 E C--~e CO
'S4 l~ r 76.5~, 6 \~Q6 v Layoatl.dwg Shed-5-Final-Plat Phase-I_FP.dwg
1 a 1 1
"17 A-- - r'-I I I1/1:1~/~'lll
__i Tr Jw.a`•P 17 1
r` ~ - ,
3 i I ~ ~ ~ j ~ ~ I ~ N S~
~ ~ ~ 6' ~ ~ 48'2 ~ J
rn i ; ~ ~ E ~ N S04'05'06"W I ~ , . >>6~ 1 ' D _ ~
w o f _ ~ ~ ~ I ~ 4 w O C-136.45
z z I I I ~ ~ ~ L-136.58 ~I ~ ` .i
~ ~ _ L I ~ ~ 0 I - ~ I ~1
-
_ ~ ~ I ~ , - - - - - - - - - - - - - - - - - - - - - ~ ~ - I Ir 4~
~ X89'30'28"W :~;1 ~ I Iw
~ I ~ 6s+
O ~~:_~~1 Sp I I 3142
`0 ~ c ~ I C, 3 6.,E ~ 0~ I; ~ o ~ I 31.85, ~
N - ~n ~ ~ ~ I n 133 SHEET 5 r. I ~ ~ w ~ Ui 1 4,19'
w ~ LD I I ~ ~ r~ ~ MATCHLINE rr ■ I ~ ~ 1 ~ 7 ~ ~ r u. d B
I L SHEET 6 ~ _ - I ~ K
2 i` I I 6.9
S10'21'12"E ~ 0 S q ~ (g MIN. C. N " I ~ ' C=307.88' _j 1 A FF. 2
M - LOT 2 I I 62p
' ~ - ~ L=309.45' ~ 1 I 9 o. 1 I ~3 BLOCK 1 1
~ ~ 1 ~
~ 10.87 AC_ ~ ~A O I ~ ~ S~ , S O ~ i 6 48'2 „
IN 1 1 1Eti 2 N ~ 1 S1~• ' ~ 456.
4~ ~ ~ ~ 1 ~ C, 4p 44"
E v ~ ~ 1g 54, 1 1~~6 ~ (Q
" u
~ i ~ ~ ~ ~
i ~ ~ ~ _ I I ~ 1 L
wiLL>Aly~ v~. sN~i r,-~, ~2 ~~t ~ 8A 3
r ~ ~ I ~ N 16'42 43 W- ~ N15'4 ~ eL f ~ CALLr.f~ -,c~d.4c~ Ac, ~ ~ 523' OC '•t-- C, W K w
~ ~ I C=104.01' 14 2 cs1 VOL, ~Jd~ PC. 31 J ~ C1 X38' 2.56
_ I L=104.08' n~ 1 ~ 14 hC. (UNPLA7 f ED) ` ~ 2.54' MIN F
I S89'30'2~'~'~"~ 1089.01' ° ~ 1 F~ 26 (RURALN vACAN7J - - - - - - - - - - - - - ~ 1 2,p 1
~ S89'30'28"Y4 1109.01' ~ 1 I I l~ i ~ ~
c3~ , 5~6. r s .r 1 _
O i 1 N09'24'14"W '0 I ~ 48'21„ ~ S7 NpB, E ti C=103.75 i ,,~i ~ I 2654„ ~ , 484 , • t
C ~ ~ ~ C; W ~ 83 I ~ ~ I 83 ~ - L=103.82 1 ~ ~ • lg' ~
i ja 00 83,2 , , s ~ 7 ~ .
2 <O T ~ ~ 8e
< ( ^ J 1"d I V I ~ - ~ ~I rOO~ I CK
I I ~ 2 ~ ^ ~ ~ ~ ° ~ ~ I 2.2 '04' 25 E ~ 410.53' ~
~ ~ ~m 0 qC N89 i I ~ MIN j
LIJ ~ B FF. 26 M: IRON ROD SET I~_ LOT 1 s~2 i ~ N,B. 2.0 ~ ~ ~ ~4 ,W ✓ A C, 04 42„ ELE V = 264.64' . , I~, t
i C~ -41 W BLOCK 1 32. _ ~ ~ .54~ ~ 1_ t-
i
~ 12.03 AC. 33 p3, RI I 2.84' ~ I ~~i ~ . ~ , 0
1 , S~6.48, ) ~ ` cso 21"E ~ s .
~ N ~ ~ ~ i 328.61' . ~ ~ ~ ~ ~ i- ~~11LrJ Wire ~ - ~ ~ ~ ~ ,
l.L Fence I ^i ~ ~ \ ~ p ~ lL / / . , Ub/i ~
t_ ~ ~os~,
LI~ ~ 5~ W ~ is rr~Prr
I lL ~ ~ rn ~ ~
I '2~~ ~ II ~ ~ J
i °05 ~ V II < ( I X60 ~
I - z ~ ~f s t ~ j
_ ~>err~ent
/ ~ / r
-
- - - - ~n rl - - s
,5 ~ . I
- _ 15 ~ 622.2 ~ ~ -'I
_ ~~~Iee~ w~rc- I..,~ cK~~~~_,-TAE LOT 9
I"tIVCE' POST Fenre
I FE'~~',~ ''°~'T BLOCK 2 a
I 14.88 AC. 3
I MIN. FF. 262.0 ~ ~
l: FLANK D. NICGREGOR I'
2 I CL. o~j 11yn CALLirD 320 Ac.
w O I I~~~~ vOL. P , PC,. 387 N I
I UNPLA7T~D) p I ' -
I {RURAL v~~,al~n r`0, ~
N I
I ~ , o , a ,
I o~, ,nV 1
I ~ w -
C: ~ I
o~ I ~ vl . L~n~~ I'~ ~r~n J u v ~ I , ~ , Iz ~ ~ ~ . I ~ ~ e
' ~ oo rn cn 2, 7 F. -
O N w N n ~~^-r~~ n r\T ~u v I~ d N _ nC;.., I ~~n~ I v.,
I N ~I N a? ~ ~ - ~ ~\I Illll f HI~`d ~1 N ~ O
~ ~ ~ w ~ ~ IU+J YF~~~ FI OODrIs\II~I
JI ~ CO ~ N .I m . m . ~ ~ ~ ~~i I'~l r A
I ~ I ~ ?0' P~Dlrc m ~~lupe E3rr`~(.--~ ~ I 0d5e ~J Ud
IG' Public ~ . ; z 11~ ~ S43'38'47"E U?ility Er~sc~~n~nt n n-~
~ ~ lJt~lit ~ ESmt. I s ~ ~ _ , ~I ~ ~ 25.69' / ~ t
i,=l~'~lala'~ j ! i i
''I:, ~z=6a5uo~ ~ 6,1'S, S27'52'54"E ~i ~ L=13851 \ i ~r - - - - ~ - - - ~ . ~ t ~.h-~~ir5~~'o~"w - $~3.3i X30-70~ S89'44 22'W ~ 839.51 M _
r~-138 '~1~ ~ .s~o'oibs°w - ~ o , 2„ _ (854.96' t.
~ ~ ea~hed wire S 89 44 2 W
~ _ ~ - - ~ Fence _ ~ ~'~0507E
i iwa'S~ w . ~ ' ~i la' ~ ~ ~ i 5' L-54.30 r»T _ ~ ~ . ~ ~ ~.4?.5
~ O VJ z L~. Ivl~,vhwv~~ ..ul't v ~ I, n ~ ~ I
f ~~I~V R
~~-80 ~a a3" \ ~ ~ ,~7~ k=6000' i~ ip ~"~@f) ~P _
L=8•M1.28' ~ ~ ~ • ~
- ~ - ~ p ; I. c-~~ - _ f r n . - r BANK NICGREGOR
~ ~ ~1 ~ ~ ~ r I CALLrD 320 Ac.
YVL. 1 I 1 U. IJUI
I UNPLA rTED) SHEET 6 OF 7 OWNED AND DEVELOPED BY:
-VACANT) (RURAL~ % 75 Slope Esr'n( Ld _ SMILING MALLARD DEVELOPMENT, LTD.
100 YEAR - - - ii ►i t~ <(F 3608 EAST 29th STREET
FLOODFLAIN SHEET 6 Of 7 „ F BRYAN, TEXAS 77802 SMILING MALLARD DEVELOPMENT, LTD. (i ) I , (979) 846-4384
CHACO CANYON 1397.24 AC. DEVELOPMENT (TR. 1 do 2)
W A DRIVE zoN~ A 1/2" IRON ROD FOUND • VOL. 4247, PG. 51 PREPARED BY: x OFFICIAL RECORDS OF z cd KLING ENGINEERING dr SURVEYING
~~l ~~~e~utr Q (unless otherwise specified) W ~ BRAZOS COUNTY, TEXAS 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212
IRON PIPE FOUND v W
(7 1/2" IRON ROD SET U iV LAND DEVELOPMENT PROJECT NAME U w ~C
,~'raLh, 1 - tf0 W Thousand Oaks 1387 Acre Tract XREF DRAWING NUMBER LAYOUT TAB DRAMNG NUMBER
V~ Layouti.dwg Shat-6fnal3lat Phase-l-FP.dwq
TI~~~,~.4s~~~~a L7_~E ~ l'y7 Fc~ r Tr~u~t\ 1wy'~,Fl~at\F}na=,e-l_fF'~_Iw~_i ~I!Ur, ~ijij~ f15` 'fd i_~;T