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I ~ T.- / I ~ I ~ f` t ~'C ~-r~~'~ E'~'_ " CURVE TABLE
~ ~ ~ ,r\~ n 1 r~I^ ~ CURVE RADIUS DELTA ARC TANGENT BEARING CHORD
. ~ ~,._i_--__. _ 1. L____ ~ - ~ ~ t,~ r,, Cl 833.12' 14'13'24" 206.82' 103.94' N42'04'03"E 206.29' f i
~ i ~ ~ r C2 500.00' 09'21'09" 81.62' 40.90' N39'44'03"E 81.53'
i ~ SEE INSET l _--r--- E INSET "C" ~ ! vj ~ j A ~~,r t 5 C3 280.00' 12'52'59" 62.96' 31.61' S09'14'55"W 62.83'
~ ~ i - C4 220.00' 39'05'48" 150.12' 78.11' N22'21'19"E 147.22' _ _
_ . C5 280.00' 26'12'49" 128.10' 65.19' N28'4T49"E 126.99'
C6 95.00' 90'05'40" 149.38' 95.16' N86'ST03"E 134.46'
nr" o . ~ ' n~ ~J U i~ C7 155.00' 90'05'40" 243.73' 155.26' N86'S7'03"E 219.38'
- , _ _ 'I;~ - _ ~ ` ~~-~~5y~~lJ 0 S ~ C8 25.00' 90'00'00" 39.27' 25.00' S03'00'07"E 35.36'
! ~,4 ~ r~i'~~ ~ ~ <°,c C2 0 ~ - ,~~,y~ , . N 44 2437" E~1 - - , ~~r Row 34.7, 7" E~134,73' '144°3'22" E"129.41' ' = C9 775.00' 08'16'27" 111.92' 56.06' N3T51'40"E 111.82'
~ ~ C10 100.00' 33'33'26" 58.57' 30.15' S50'30'09"W 57.74'
N ~434.:~ o gE ~ 2o.8T I ~ - C11 50.00' 24T06'S3" 75.38' 75.38' N56'16'34"W 83.33'
03 2 " , , , N 35 N41'14'08 E S44'24 37"w~124 _ _ .20 ! 1~ w C12 100.00' 33'33'26" 58.57' 30.15' N16'S6'43"E 57.74'
- - q cres _ _ 72.28'. _ _ _ 72.25' 51.9 I~ 1 r1'~ ~~c nn' no•,c'77" ,nA ten' AA' A127•~,'An"C 1/1A i;1'
" ~ 55.00 _ 5' P.U.E. -7 f- Tl,.~ ~ T 1
- C~ ace Res "EN557.66 ~ 5.___ ! 0 en SP N35'03 28 - 60._ -
stricted p - 55.00'_. - I I 55.00- I z ~ ~ I
S50' ~ - - 5' _ _ 5- - 1 z cn ~ +IN NIN I i
> ~ ~ _ 01 5p"►y _ _ 71.2...._ 10 P.U.E. z I, w ~ ~ IN ~ J ° °'•L° ~ W v / ` ~ ~ - - _.101.0 ' 91.17 N I SIN rn ~ uI^' w ~°n •1• .
/ 0 1 \ o Z lP ~ 0110 0~(, w O N \ N44 31 ~ 1 ~ ' IN ~ 6~ o N ~ ~ ~ ~9
22"E 129.41 L2 ~ ro ~ z - o.I w o a ~ ~ o Q N / ( z ~ IN ~ rn I• w ~ I ,l 1J- ! _ ; ■
50.12 N ~ IN 0 O O N~ ~ I~ / 1 \ z ~ ~ cr o ~ l a ~ ° 7.22 I /
1 uh y / \ 10' P.U.E. rn NIN ~ I' ~ W ° N ~ ~ ~ u~ ~ \ ~ 0 0 t S18'S615 E ;I~ 1 ~ i ' NIN S Q1-I b O N N - 56: ~2- - - -53-2-' 20' ~.l
12.92' miw v 3.02 I > ~ ~ 1• ' n w o ~ '
~ I . •./y P.U.E. tr ! ~ ~ cr ~D. 5' P. E. 5 P.U.E. , _ C1 ~ _y f
I ~ ~ > ` (WIDTH VARIES)I ~ al ~ ~ o. 4 ~ _ - .0 ~ I d u' ~U I ;54, , o of , ~ s 17.65' _ - 4 )1.23
I .y , I o se , 9~ - - •03 28 E T ~DTH I ~ - 35 ~ MEN
I ~t s N ~ _ P A~ 1 N> , ! S• \5 P.U.E. ~ ~ ..39.91" - 24 B B C 1 S ~o , Z ~ , O ROW ~ 8
\ 10.00' ~ ` s ~ 4 , ! ~ ,3~ 6 _ i
\ / ~ ~ ~ ~ ~20/ / ~ ~ X21.23 _ _'-se.~JE1"
~ ~ . / I tS ~ 28 E
~ ~ > i ~ z ~ C ~ t ~4S '`6 _ ` " ~ ~ 18.69' ~
566. '21 • G - X3.36- I Z I N s NIN ~ :tit - /S' S' P.U.E. I ~ cr ~ ao ~1 ~ 10' 5' f i- r.+ ,
i W ~ a I ~ wlrn WIN N ~ ti,~` ~
~ ~ 1.24' z ~ tow •Iw N ~ ~
Z .P t~ ~ •10 N ~ ~ vl 0 ~ S ~ Z ~ ~ ~ ~ W Q cn°' w U ~ / 20 .U.E. ~ ~./.'U ( ~ A
(P ~ ~IW ~ ~,Iu ~ rn N ~ ~a w N ~ cn 'v ~P, J ! I N (P ° ~ 0~ ~ W .p 2.14' _
~ w rnI•~ t,,l~ N ~ 10.35 ~ ~ °'•I~ ~ w o N ~ I 2.23' ' / 51.52 48.44' - \ i
' `J w n? i ~ 58•~ 41'14'55"E N46' 4~8'' \ 119_41' N ~ I 6.96' - - - - - - - 37 20"E 5 4 I
S41'S9'S3"W _ _ "21' X12.19 ~ " ~ ; _3'~y J
- j
v 1.65' ~ z ~ 55.0 _ _ - ~~A. ~o 1 _ ; - _ , 60.01' - - - - ; ~ / > 'S
N ~ ~ °b 65.00 32.21 22.79' 32.62' 32.62 32.79 ~`-i5 E . _ _ - - - I - 10' P.U.E. ~ oo N - - - - _ N35 53 1 1 441N y 1 _ _ . - o ~ J~ti lti P.U.E. V~
O S41'59'53"W ,n\ - - _ }18_97' p 1 N ylw ;p•/•9 (MROTH VARIES) F ~ 1 tr
- > ~ ~ L_. - _ -s#t'59'S3"W o to o; ~ j~ s > 7 ` J u► ~ ~ ~ 0 10' P.U.E. ~ ? /
> 20.9 ! t \ r to N • w ' V~ ~ / L~
/ 24' 1210 j 10.35' \ °o' S ~ o ~ ~ cn ~ w, I w o► w tp \ ~ ~ ~ 'i ~ 4 ~ ao ~ Iw ~ w ~ t,, = 23.18' a-- -
/ _ _ ! 11.80 ~ ~ 0°.IN 0°.IN 0°•Iw oIN ~ ~ ~ol~ ~ 57 r^ Z` '10 P.U.E. ~ S65'09' "E\ N m Q' o° ~ 0° o o ~ o. ~ -Iw ~ w w S~ I . 3 8 i ~ ~ y v~ •I ~ x~ ti
/ 51.52' 48.44 ~ \ i - -1-18.93'... c.~ ~ o I b ~ ~ I o ~ I o ° ~ A rn o rn 1 ~ 3 ~ !g'L 41 14 55 E 41,~'-~-_ \ ~ ~ o J o ~ o ~ m 1
- - _ . 84' 4 0 fT1 Zll S41'S9'S3"YV ~ m m 1 3.66 ~9. S \ m m m ~ ~ 5' P.U.E.
I 3I ~ I f ~ I~TI I 25.06 ~k9 ~ ~+4~ ~ I D ~ 5~' ~P\.U.E. z 16.72' - t~
1 ~ ~ \ I - o' V ~ 5' P.U. - `~1'•3'4~ G~2 ~ ~ mo ~ W Z i ~ I o, ~ ! ry x..S I Z 'I \ o C~ ~ '-9fr- 3r1-0} ~ 1V .l 1 L l
X11 O l ~ >~,I ~ 0 rol 5 P.U.E. ~o ~ ~ 40.00.. -5x40 55:00. - X5.00 38.88 - --5~~. a s ~~f.
11N ~Iti`' 1 0 o A „ C13 ET ,.B„ 0 2;~ / y fTl -D 118_93 o S41'S9'53 W 243.86 SEE INS \ 1 ~ ~ U1 o 0 ~ - ~
\ ~ ~ P.U.E. ~ ~7 S41'59'S3"W ~ o o ~ o C 1 Q 12 . - 9 \ o ..q ^i y ~ x S~ 8 T 1^ _
~ (WIDTH VARIES) / D - ~ L10 ~ Sg 1 , \ co , a / -0 O o; °0 50 ROW - 24 B-B PAVEfvIENI WIDTH - 54•g}, ' P.U.E.92p\
a i o o. S . ,3+k "W \ ~ ^ V~ ~ G7 ~'1 ~ ~ ~ S41'S9 53 W 243.86 C9 .-~fi ~r"
` l ~ ~ ~Tl 10' P.U.E. _ _ 9'- - 33'}~ 3.66' _ -,95~~ ^ J CO ~ ~ ' ~ (~,I G - - 40.OU - 55:00 - - - 55:00 _ X5.00' _38:88' r .i X0:8 I >
~ l U1 - 118.93' _ ~ I -5' P.U.E. 25.06' 3.96'
- (11 ~ Z $41'59'53"W ~ I J' > 17.87 I N ~~\~A 10' P.U.E.
O~ z 5' P.U.E. ~ N N cn ~ ~ A fTl S ~ ~ cn cn ~ ~ i ~ ~ ~ ~ ~ w ~ ~ Iv (n ~ ? ~ A ~ I w .IN 0 •IN 0
O ~ ~ ~ ~ f ~ ~ COI i°•I~ I~ ~ J W ~ ~ ~ '~a ~ I~ •I~ ~ ~o rn W ~ rn
1~ ° cn ~ ~ ~ ~ ~ ~ ~ I• ~ ~ a o ~ to ~ , D Q ~ O ~ O O ~ OI. ~ •I ~ w 0~ ~ ~ w 0 ~ 118.93' - co - I o • I co ~ o I o0 o v N ~ 57 w ro ~ > s ~ 9.08 , ~ ;
n - O T ° cn O ° rn ~ v ~ ao v y R~ o ~ rn = g`~ .(l S41'59'S3"W J - J J - ~ _ ~ m I m , ,fig.
~ Op : ~ m r*i r~i r*i m I I ~ ~ " ~ ~ 6.50' "5 3~
~i 10' P.U.E. , ,y~ ~ i A r rn~ 1 X ~ ~ _ L----.___ _
~ ~ ° ; ~ / ~ ~ 65.00'_ 42.02' 41.92' _41.92' -46.30' 55.00' 53.50' 44.55' 43.99' 48.42 , - `
D . _ H8.99 O ,
n p o - _ _ - ~ ~ - S#0"4'8 59"W .70' 10.45' 11.01' 11.58' 20' P.U. ~ O 12.98 13.08' 13.08' 13.08 8 ~ N
5.00' 5.00' 15.61' w ~ 20 P.U.E. o
50.00 i ~ ~ ~ to N rn N N ~ to N
_ _ Z w w~ ~4~ •I IN w f-___ - 55:Oe` - C.~ ~ .I, .IN .IN .IN I~ IN IN IN o N ° w L~_
,f:~. ` 'I 5' P.U.E. ° w ~ ° o ~ ° o ~ ° o ~ c .J N o ~ o ,a p o w . P.U.& ~ ~ to . cn . to . to . ~ ,I ,I •I J ,~G ~ A +i
1 ~ ~ ~ .v V 'C'am Q r
/ I . w I ~ ' 14 ~ ~ RI m f'1 m 1+~ I+~ / N ~ ~ 527.23 ~ ~ 5' P.U. .
/ ~ I N I f \ ~ , / i li I I -
v' I \ I _ eo- -6e.eo- 3s:oo >}5:eo-- so:ue ~ . U~' I ~ I ~ I ~ S7 ~.fl 3&~2 55.4o- s5.4e s5:o4- ~5
o ~ d oo ~ ~ r • ~ I I 1 ~ ,.41 5413"W 516.24
I d o r ~ I 10 P.U.E. I ,'~9%~~ a ° ° ~ INSE
I I ~ ~ ~~C~~ G SEE ~ ~1 I m ~ . 'l ~ ~
I ri I I R9` O9h - 24' B-B PAVEMENT WIDTH _ _ - L. _ -J 5 60 ROW , ~ C f- ~
55.00' 55.00 _ I \s'` '.1 "W 516.24' Q .41'54 ~ - a _
I S41'54 t3"W~838.88 I ~ o`~ 4 _ _ -~0•'~ I ' A T I 48 ~ - X4:78' S5:U0 - ...55.00'- 55:A4- - - - - 55:fl6 - - -fib ~ - - 3~r.0E}- - - Y~OT10 - 50 CCESS EASEIAEN ~c„ > , 5' P.U.E. ~ 7
I / 50.00' I ti , I I ~ v 1
I I ti 6 / i 25.46 I~ w ~ 6 6 ~ ~ ~ 5' P.U.E 0 ~w r3' I ~9• / 13.64' ~
~ t / I ~ 27.12' i
I-- - - /a''-°v M -1 S V ti v, ~n u, ~n (n v► cn ~ , of ~ ,9s\ Ai ~ ~ ~ + ~ I I ~ ~ 36.73 L9 ,o~ I F ~ ~ / a, , m a . I N \ /2 1 0 o;I~ ool~ °°Iyy~~ .IN •I,, •IN •I o~~ Iru oIN o~N w ~ U,
, » ^ / ~ ~,Cr ~ ~N ON Ow ~ O / O ~ ~ °O O O II m O \ S47' 12 07 E > o• o o ~ ~ 0 57 w to . a ~J w • ~ ~ I' • i 1~~
b' V O ~ ~ A A O A ~ 00 V O ~ ~ J~ ~ ~l (P -
l
~ - - - - - - - ~ \~A / I I I ~ 10' P.U.E. I
\ / N I
\ L1 ~ 100.07' 57.23' _ 55.00' 55.0_0' 5.00' _ 55.00' _ _ 55.00' _60.00' _ 5_5.00' 60.00 164.32 r
> - - - I S41'S4'13"WN838.88' 10~ GTE UND ~ 1.68 24.92 I 50' ACCESS EASEMENT I ~ `A
RESTRICTED OPEN SPACE I CONDUIT EA~ 2.42 S47'12'07"E 9.18' / I J i "r
` RESERVE 'Jl " - 1.43 ACR S I 745/838 ~ 20' SEMINOLE PIPELINE k~ t
- I I - EASEMENT, 1022/807 593.44' I_ _ _ _ _ _ _ _ _ 1 343_34
N41'52'53"E 1 N42'03'S3"E / L9 / r
RESTRICTED RESERVE "K1 " - 1.48 ACRE \
/ /
by Ureens Prairie AsSOClares, Lu.
v 5010 Augusta Circle
6---- - College Station, TX 77845 General Contractors
S 41°02'57" W-128.03' S 40°26'40" W-243.77' S 43°46'32" W-1be,1T L1 42054'17" W-385.03 GREENS PRAIRIE ROAD - R.O.W. VARIES(7. F W-385.03 (P.O.B.) S 44'06'07" w Y= 10,185,522.47(N) MONUMENT 137 SURVEYOR: Engineer
x= 3,574,303.10(E) Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P. E.
CARLOMAGNO Surveying, Inc. 1707 Graham Road
2714 Finfeather Road College Station, Texas 77845
d&fA Bryan TX 77801 (979) 690-7711
(979) 775-2873
; SHEET 1 OF 2
Wall Ist-H4 ;%A
CERTIFICATE OF OWNERSHIP AND DEDICATION
APPROVAL OF PLANNING AND ZONING COMMISSION
STATE OF TEXAS
I _ Chairman of the Plannin and Zonin Commis i n f g g s o o the on of the City COUNTY OF BRAZOS
of College Station, Texas, hereby certify that the attached plat was duly approved by the yed by the
Commission on the day of 2001. I, Wallace Phillips, Manager of Greens Prairie Associates, LLC, the General Partner of Greens
Prairie Investors, Ltd, a Texas limited partnership, owner and developer of the 22.94 acre
tract shown on this plat, and designated herein as Castlegate Subdivision, Section 4, Phase
2, in the City of College Station, Texas and whose name is subscribed hereto, hereby
Chairman dedicate to the use of the public forever all streets, alleys, parks, easements and public
places thereon shown for the purpose and consideration therein expressed.
CERTIFICATE OF CITY ENGINEER
METES AND BOUNDS DESCRIPTION Wallace Ph~ll~ps, Manager
OF A 22.94 ACRES TRACT OF LAND
SECTION 4, PHASE 2 I, City Engineer of the City of College Station, Texas, hereby OUT OF THE ROBERT STEVENSON SURVEY, A-54 certif that this Subdivis on conforms to the re uirements of the Subdivision Re ulations gas, hereby
Y q 9 COLLEGE STATION the Cit of Colle e Station, Texas. egulations of
BRAZOS COUNTY, TEXAS Y g
City Engineer STATE OF TEXAS
COUNTY OF BRAZOS
All that tract or parcel of land lying and being situated in Brazos County, Texas, out of
the Robert Stevenson Survey, A-54, and being more particularly described by metes and
bounds as follows with all control referred to the 1983 Texas State Plane Coordinate Before me, the undersigned authority, on this day personally appeared Wallace Phillips known
S stem lambert Pro'ection, Central Zone: Y ~ 1 , to me to be the person whose name is subscribed to the foregoing instrument, and
F ,r • ` ~ ` CERTIFICATE OF THE COUNTY CLERK wlad,~ed to me that he executed the same for the purpose and consideration therein ~34,d t ! . Dui ~ - S
~ I ne Coordin V ~ ` ° ~ ` BEGINNING at a point for corner having a Texas State P a ate aloe of „
- = in South 44'06 06 West a distance of 632.17 ~ ~~°~<~~-~~a°° Y-10,185,522.47 X 3,574,303.10 and beg ~ STATE OF TEXAS ~ ~ t
. feet from Monument # 137 referenced to said Coordinate System; COUNTY OF BRAZOS Given under my hand and seal on this ,~~day of ~~:-~J~UI 2t"~11. ~
AK~ ~
THENCE South 42'54'17" West, a distance of 385.03 feet to a point for corner; I, Count Clerk in and for said count do hereb certif th r
Y Y~ Y Y i certify that ~;~~-~,,r, MARTNAMANCU:>o~ ~n ~ l 1 'ln n _ _ - - - _ r. - - - - ~ _ _
r this plat together with its certificates of authentication was filed for record in my office _
THENCE South 43'15'51" West, a distance of 45.90 feet to a ~o~nt for corner; da of 2001 in the Deed Records of Br n T x i y azos Cou ty, e
in Volume Page
THENCE South- 43'46'32" West, a distance of 183.17 feet to a point for corner;
WITNESS my hand and official Seal, at my office in B an, Texas. ry
THENCE South 40'26'40" West, a distance of 243.77 feet to a point for corner;
THENCE South 41'02'57" West, a distance of 128.03 feet to a point for corner;
County Clerk
. ~ " Brazos County, Texas THENCE North 48 00 07 West, a distance of 854.71 feet to a point for corner;
THENCE North 40'45'44" West, a distance of 180.83 feet to a point for corner; s,
i
THENCE around a curve to the left havin a delta an le of 14° 13'24", an arc distance 9 9
of 206.82 feet, a radius of 833.12 feet, and a chord of North 42'04'03" East, a
distance of 206.29 feet to a Dint for corner; P
THENCE North 35 03 28 East, a distance of 430.37 feet to a point for corner;
e
THENCE around a curve to the right having a delta angle of 09°21'09", an arc distance
f 1. 2 fe t a radius of 500.00 feet an h '4 ' " 0 8 6 e, d a chord of Nort 39 4 03 East, a distance
of 81.53 feet to a Dint for corner; P i~
THENCE North 44'24'37" East, a distance of 134.73 feet to a point for corner;
THENCE North 44'31'22" East, a distance of 129.41 feet to a point for corner;
' THENCE North, 44'2.4'37" East, a distance of 93.77 feet to a paint for corner;
THENCE South 45'35'23" East, a distance of 31.14 feet to a point for corner;
. _
THENCE South 18'56'15" East, o distance of 290.05 feet to a point for corner; _ =
, " ~ in ,THENCE ,South 71 03 45 West, a distance g~, X36.79 feet to a F o t for corner;
~ ..b, . . a,_
' f 137.24 feet t a Dint f r r• ' ~ s`°'° • THENCE South 18 56 15 East, a distance o o p o corns ,
THENCE South 84'17'27" East a distance of 47.15 feet to a Dint for corner; P
THENCE South 49'25'47" East, a distance of 69.65 feet to a point for corner;
' f 97. 0 feet to a Dint for corner THENCE South 39 16 43 East, a distance o 3 p ,
THENCE South 5'25'42" West, a distance of 38.56 feet to a point for corner;
THENCE South 87'11'34" Est, a distance of 203.70 feet to a point for corner;
THENCE around a curve to the right having a delta angle of 12°52'59", an arc distance
of 62.96 feet, a radius of 280.00 feet, and a chord of South 9° 14'55" West, a distance
of 62.83 feet to a point for corner;
THENCE South 74'18'36" East, a distance of 165.85 feet to a point for corner; .S 4~~:
TH NC h 4705'43" East a distance of 123.78 feet to the PLACE OF BEGINNING E E Sout ,
containing 22.94 acres.
APPROVED BY FEMA ON 09-08-00. Sulu Augusta Circle
College Station, TX 77845 General Contractors
5. IRON RODS WILL BE SET AT ALL LOT CORNERS AS SURVEYOR:
Engineer REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY Dante Cariomagno, RPLS No. 1562 Joseph P. Schultz, P. E.
OF COLLEGE STATION. CARLOMAGNO Surveying, Inc. 1707 Graham Road
2714 Finfeather Road College Station, Texas 77845
Bryan TX 77801 (979) 690-7711
w (979) 775-2873 SHEET 2 OF 2