HomeMy WebLinkAboutCastlegate II2. THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P.
, r 40
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT—OF—WAY LINES ARE ARC LENGTHS.
6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE
7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
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ASSOCIATON (HOA).
8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL—DE—SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT—OF—WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
THE ADJOINING PROPERTY OWNERS.
10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
PROJEC SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
LOCATION STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
CALIPER TREE PER ORDINANCE 3222.
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.
13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A
PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
METES AND BOUNDS DESCRIPTION
OF A
202.655 ACRE TRACT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE,
ABSTRACT NO. 54, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE REMAINDER OF A CALLED 303.97 ACRE TRACT AS DESCRIBED IN
A PARTITION DEED TO DIEBEL FAMILY PARTNERS, LTD. RECORDED IN VOLUME 4027, PAGE 29 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS.
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A X INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF A CALLED 75.07 ACRE TRACT AS DESCRIBED BY A DEED TO BCS DEVELOPMENT
CO. RECORDED IN VOLUME 6985, PAGE 42 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE NORTH CORNER OF SAID
REMAINDER OF 303.97 ACRE TRACT AND THE EAST CORNER OF A CALLED 29.405 ACRE TRACT AS DESCRIBED BY A DEED TO THE AGNES C. BAKER
REVOCABLE LIVING TRUST RECORDED IN VOLUME 2488, PAGE 64 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE: S 48' 03' 31" E ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID 75.07 ACRE TRACT, AT 642.02 FEET PASS
A 16 INCH IRON ROD FOUND MARKING THE WEST CORNER OF CASTLEGATE SUBDIVISION, SECTION 9, ACCORDING TO THE PLAT RECORDED IN VOLUME
4820, PAGE 94 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, CONTINUE ON ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97
ACRE TRACT AND CASTLEGATE SUBDIVISION, SECTION 9, CASTLEGATE SUBDIVISION, SECTION 7, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME
7812, PAGE 265 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, CASTLEGATE SUBDIVISION, SECTION 7, PHASE 2, ACCORDING TO THE
PLAT RECORDED IN VOLUME 8369, PAGE 131 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND CASTLEGATE SUBDIVISION, SECTION 6,
ACCORDING TO THE PLAT RECORDED IN VOLUME.7213, PAGE 40 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AT 4152.50 FEET PASS
A 3/8 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SAID REMAINDER OF 303.97 ACRE TRACT, CONTINUE ON FOR A TOTAL DISTANCE OF 4166.54
FEET TO A POINT WITHIN THE PAVED RIGHT—OF—WAY OF GREENS PRAIRIE ROAD (VARIABLE WIDTH R.O.W.) MARKING THE EAST CORNER OF THIS HEREIN
DESCRIBED TRACT; ,
THENCE: S 41' 55' 52" W THROUGH THE APPARENT RIGHT—OF—WAY OF GREENS PRAIRIE ROAD AND ALONG THE SOUTHEAST LINE OF SAID REMAINDER OF
303.97 ACRE TRACT FOR A DISTANCE OF 2090.81 FEET TO THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT;
THENCE: N 48' 21' 09" W CONTINUING THROUGH THE APPARENT RIGHT—OF—WAY OF GREENS PRAIRIE ROAD, AT 39.39 FEET A 16 1 NCH IRON ROD
FOUND NEAR THE EAST CORNER OF SWEETWATER FOREST, PHASE ONE, ACCORDING TO THE PLAT RECORDED IN VOLUME 4267, PAGE 254 OF THE
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, BEARS: N 28' 55' 32" E FOR A DISTANCE OF 0.13 FEET, CONTINUE ALONG THE COMMON LINE
OF SAID REMAINDER OF 303.97 ACRE TRACT AND SWEETWATER FOREST, PHASE ONE, FOR A TOTAL DISTANCE OF 158.04 FEET TO A POINT;
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SWEETWATER FOREST, PHASE ONE, FOR THE FOLLOWING CALLS:
N 56' 19' 49" E FOR A DISTANCE OF 85.94 FEET;
N 24' 48' 53" W FOR A DISTANCE OF 49.81 FEET;
N 67' 01' 46" W FOR A DISTANCE OF 65.96 FEET;
S 50' 32' 25" W FOR A DISTANCE OF 60.05 FEET;
N 52' 33' 01 " W FOR A DISTANCE OF 90.43 FEET;
N 31' 31' 00" E FOR A DISTANCE OF 78.55 FEET;
N 52' 41' 45" E FOR A DISTANCE OF 53.92 FEET;
N 04' 33' 48" W FOR A DISTANCE OF 27.74 FEET;
N 64' 22' 35" W FOR A DISTANCE OF 58.62 FEET;
S 64' 50' 10" W FOR A DISTANCE OF 89.41 FEET;
N 59' 39' 33" W FOR A DISTANCE OF 92.34 FEET;
S 72' 09' 01" W FOR A DISTANCE OF 54.75 FEET;
N 56' 06' 26" W FOR A DISTANCE OF 85.10 FEET;
S 33' 33' 04" W FOR A DISTANCE OF 54.03 FEET;
N 88' 06' 49" W FOR A DISTANCE OF 84.93 FEET;
N 58' 52' 50" W FOR A DISTANCE OF 135.41 FEET;
S 66' 38' 21 " W FOR A DISTANCE OF 76.07 FEET;
N 34' 47' 57" W FOR A DISTANCE OF 50.12 FEET;
N 23' 42' 35" E FOR A DISTANCE OF 24.18 FEET;
N 81' 57' 29" W FOR A DISTANCE OF 125.57 FEET;
S 10' 37' 48" E FOR A DISTANCE OF 41.67 FEET;
S 80' 46' 49" W FOR A DISTANCE OF 36.76 FEET;
N 41' 06' 28" W FOR A DISTANCE OF 41.21 FEET;
N 00' 33' 10" E FOR A DISTANCE OF 33.24 FEET TO THE SOUTH CORNER OF THE REMAINDER OF A CALLED 101.322 ACRE TRACT AS DESCRIBED
BY SAID PARTITION DEED TO ESTHER JANE GRANT McDOUGAL (4027/29);
THENCE: N 13' 02' 31" E ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT, AT
69.86 FEET PASS A 36 INCH IRON ROD FOUND, CONTINUE ON FOR A TOTAL DISTANCE OF 296.67 FEET TO A 1h INCH IRON ROD FOUND;
THENCE: N 48' 03' 24" W CONTINUING ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE
TRACT FOR A DISTANCE OF 2926.83 FEET TO A 16 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF A CALLED 18.80 ACRE TRACT DESCRIBED AS
TRACT 7 BY A PARTITION DEED TO CHESTER BROWN RECORDED IN VOLUME 3413, PAGE 228 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS;
THENCE: N 41' 56' 44" E ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID 18.80 ACRE TRACT AND THE
AFOREMENTIONED 29.405 ACRE TRACT (2488/64) FOR A DISTANCE OF 2106.35 FEET TO THE POINT OF BEGINNING CONTAINING 202.655 ACRES OF LAND,
MORE OF LESS, AS SURVEYED ON THE GROUND FEBRUARY 2010. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM
GPS OBSERVATION. SEE PLAT PREPARED FEBRUARY 2010 FOR MORE DESCRIPTIVE INFORMATION.
BRAD KERR
REGISTERED PROFESSIONAL
LAND SURVEYOR No. 4502
PRELIMINARY PLAT
CASTLEGATE II SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION
107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102
= 6.3816 AC. SECTION
200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103
= 8.4091 AC. SECTION
201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104
= 9.5261 AC. SECTION
202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105
= 8.5501 AC. SECTION
203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17
BLOCK 11, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9
BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12
BLOCK 12, LOTS 1 THRU 11
BLOCK 22, LOTS 1 THRU 20
BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16
BLOCK 13, LOTS 1 THRU 10
BLOCK 23, LOTS 1 THRU 20
BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24
BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20
BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16
BLOCK 15, LOTS 1 THRU 9
BLOCK 25, LOTS 1 THRU 20
BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21
BLOCK 16, LOTS 1 THRU 17
BLOCK 26, LOTS 1 THRU 9
BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1
BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16
BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16
BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20
BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22
BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14
BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER:
SURVEYOR:
ENGINEER:
SCALE: 1 "=200'
3-D Development, LLC Brad Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
4490 Castlegate Drive
Kerr Surveying, LLC
ENGINEERING
REVISED DECEMBER, 2010
College Station, TX 77845
P.O. Box 269
Kent Laza, P.E.
(979) 690-7250
College Station, TX 77841
4490 Castlegate Drive
(979) 268-3195
College Station, Texas 77845
(979) 690-3141 Fax: (979) 690-1041
SHEET 1 OF 6
Firm #: 13130
N F
N/F THE AGNES C. BAKER
CHESTER BROWN REVOCABLE LIVING TRUST -
18.So ACRE Future ROW
Future 29.405 ACRE TRACT
TRACT 7 2488/64 77' Wldth
3413/228 77 Wldth o i n
- .--- __ _ N41 56 44 E 2106.35 N ___�__
20' RUE 20' PUE 20' PUE
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00 710.54' 82.25' S2.00' 55.00' S5.00' 17.55' ,
�1 1
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1 1
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1 �' µ0, "W M M M M M M M O M M M M M M M M M ( M M M M M M M di i
I �� 00 16 po 17 00 18 00 19 00 20 00 21 po 22 _r 1',n 10 o,N 9 O'N 8 oN 7 00 6 o,N 5 cN 4 o'coi 3 o,N 2 oN 1 N IN 8 G;N 7 oN 6 ON 5 OIN 4 p''N 3 p'.N 2 oN 1 I -' ►f. N4T " co j
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I yN z z I m w rn m rn rn m 1 " 1 /; 1 BOX 1
c I BLOCK37 r z z z Z z z' ; 1 '' 36 PIPE .1 F
0 I 20 PUE . r I f 1 <, 20' PUE : Z,; 1 20' PUE o 2 1 1 I
m�----------_- ------ ---- ---- ---- - -- -- - _--- --_-- --I:,9. �- - -=_ -=-- ---- - - ---- - - -- - - - i-- ----- ----- -- '--_-- '---- +-- -- ----- '--� I ib t
- - M75' - -B -6B 75 -65 75 -85.95` 69 7 7 1 .
-5 55 50` -- 55 05' 5 55 55` �5 05' -55 00'- 80 75' 80 7y 8 S 75 W M 195.52E 8225 5t05' 55 09-55.80` 55 08` 55 09 STY 55 00` 82 50` 82 50` 55 00` 55U0' S OfY- -5 OfY- Iv a 1
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- • - _ e-- - -• -o • • • • •- --s - a -- •-- • -- • - • __ e • • - 1 � i
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-------------------------------- - -- --- L_5St_44 Er 63Z 27-------------------------^------------------ N4J_;bfL4�E_�`� ----------------------i rro r---------- I 15"W U :,
g i-BLOCI�3� :_ _ I �M 1,ssa' 1 - -'
tmi I 2= li (_ o I MI / li Im / .' 1
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1 , p, m f c �: f', a3 : m Im m; m' m 1 4o io io: is ( :a Z I 0 m: t m �' i 3 »1 . i I
I 10 of : m m m. m m m m m n I io • I- I iI o 1 24" I
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1 s d: � 9 0 n n in n vo n' � m n in m I O) M10-_ __
o M 6 oM 5 "' 0 4 0 3 0 2 0 1 20 0 19 T:o 18 "':mo 17 "' 0 16 :o 15 M'o i,, m m m m Tin in �. n m „�.in m �: n m ^I IM 11__ __
i >" suo: m� 8 0,0 7 o,N NON oN o:0 oN ON 0 T o 0 0 0 0 14 00 13 0:0 12 0.0 11 0 (0 16 0c 15 00 14 po 13 po 12 p:0 11 po 10 00 9 0 i I-
. i 7 J'• e 10 INLET N N :N N N N N N r, N N N 'N :N N :N N I S41. 56' 44"W
bo EO°.}� io v v ml ; 1 119.97' 1 F� N N
9 >rx ., bo '- 50 ','- 60 '- m m '- 10' INLET j F� y bo m m bo - bo: •- m •- - bo •- bo ,- •-I i - m • oo ^ oo - I
. e . }y z z `c•- z: Z. z. z, - t m:. tnIt '. c r m. cn- cn m. w I z z:. z: z� z. z z. :a 1 j \
i , ;!_4z�o. z' i -�'� - I BLOC`S 24 COMMON AREA 1 ,
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>� �s 5' PUE 5' PUE o.oBLOCK 19 5' PUE I ° 4 •
0 1 y6 /� 1 I \�� 10' INLET 18" PIPE :; V 18" PIPE 0.11 AC. I jn y� r/^�
1 \ 55.00' 55.0 ' 55.00' 55.00' S5.00' 55.00' S5.00' 55.00' 1 60.75' 60.75' 6D.75' 60.75' 60.75' 60.75' 60.75' 43.38' �� I 5 PUE V
11 28.8T 55.00' 55.00_- _55.00'-_-_55Ao'_ __ 55.00'-_--55.00'-=-37.50'- j I _ 37.50--- 55.00_-=------_-
1 0---------------- 1 --------------------- ----- --------------------------------------- --------------------- h�' •
---- --- -- ------ T I
/ t -cS .
S41' S6' I
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44 W
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- - -- _-.___ ------ -- --- - - - - _- __ - ._ __1_- ,
1
M/ _._IN
- ,
N41' 56-44"E _. I ___ ::- - __ ' 18" 70' INLETS 24" PIPE 10' INLETS ; 1 to T PEL
36 PIPE j.�j
' 1,0.00' , 27 B-B ASPH PVMT, 50 ROW Klnnersley Cou 1T PIPE Kinnersley , ane 27' B-B ASPH PVMT, 50 Row , . � Kinnersley Lane v 1 E Is ING PI E .
t I 11_ _ s 1
- __ . - -
,, - - _ ._ ..._ - _ - __ . _ - -
1 `� - - - eo
in 5
24"
2 P E _ - - --- _ . --- - -. -.. -_ .:_ 10' PUE 'PIPE
--- , . _ ii
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-------------------------------------'--------------------------------'---_-------------------------------------------- --- ---- -- ---- -- - - ----- ---- 06
r--- --- -- - ----- --- ---. --- -- - 57 S41' S6' 44'W
\ sr G I -
12i 28.87 55.00 55.00 55.00 55.00 55.00 55.00 37.50 JUN TIO , 37.50 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 1 60.75 80.75 60.75 60.75 60.75 60.75 60.75 43.38 ( I
d 1 �� i 5' PUE 1, BOX / 5' PUE " I ' `.' 1 5' PUE 18" PIPE \ ( I 119.98 1 I fl • 1
1 u? I ` y3��___r 6 10 INLET ( 24 PIPE BLOCK 23 I BLOCK 18 I 1.I_ I
1 0 ", 42./0 2 2 22' 2 z 1 - ! i .,, 20.00' ( 1 1 1rn _� I �
I g.5\ �0 d': ` f'. : 6" `: 1 1 I W W W: W: W'. W, W W W'. - 1 6
,-
•y q5 St35 0 - s3 to m m: m m m m I 0 io ro 6 to io ro io to 2-36" m m: m' m 1� qi c- 1
I 9 �e�tK m m n ' . n " 7n - 7n - 7n - 7n '- in -'in •-'in m 7n m ^ in m m in) in PIPES � 7n 7n m ^ 7n ": n in " n I , M N 1
0 �Ak o m m n m m m m 1 1 m u� m in m in n m m - . m m m m m m m I 1 of
5 M 3 Mo 2 M 1 l0 8 �0 7 �0 6 �0 5 "�0 4 �0 3 �0 2 Mo 1 s4r 5s' 44"W M m
b, m ve, M M M M M M i `: M M M M M M
I _ '" 15 po 16 0.0 17 0,0 18 00 19 00 20 O'o 21 00 22 _; , I 10 o0 9 co 8 00 7 0c 6 0o p;o 4 00 0, 0,0 0 0 0. o 0 0 0 o i I __ I
- V• M� '.N 'N N N -N N N m m N N N N N N IN N ;N N IN :N N N N N N N m , O t' rn
O ro 14 60 - v v _ _ Ui D 2t c� bo ao, m _ in bo •- t _ � •- 60 • bo •- L v � _ 't � � . � .- boo �1 C� 1 119.98' a0 V N
I 13 o bo bo to m - to •-
I o m c v v O, a (n l o, d v d .r: ^ a .r ,r, ^I 0 I rn e P >`
00
a v z, z z' z z z z: -0 ( rn rn m: m. vr, cm vr, m rn �" I z : z z z z z z I C4 I-O 'b rt ' 1
s I BLOCK36 yry Z', _ i 20' PUE' N` 1 20' PUE 1 CD I �In 7 z „1 F..�
1 20 PUE 1 '' 0 ?' L_ - -- --- - - - - ? 2, L- --___ __-- L-�__ L__-_ L- _- - ___-- f-_ ( I I j 1
M L--t19.51'----------8225'------5208'=---5508-- Qt;
SO`----5550`-- 55t)0'-- --55.50`----5558`-----6250`- G 8258`-----5550`----5500' -58SfY--=--5500' - s08'-=--5550'- - -5550`---5508' - -550fY- 80-75' 6Q75'- 6975 -6Bi5 -S8i5 .95' - -e035 -68:38 `,
N
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1 S41' S6' 44'W 1 m
• 1 - L .
• -( ! -
z Q----- =----- ------ -- 119.99 ) 1
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r-----------------------------r------=---- ------------------- f-----------------------
o i
M i ti BLOCK 35 i v 1 I ,Mai; i k I N, °, 9
6 � 8 �;
o m
1 > 0. e3' �" �' n M I m w, w w w; w w - w, w w v I �'' �' - d' �' f' 01 i
So O, m m m co m m m in m m in io `O _ tO _ m io in m ( z z, 1- m m m m m m m' ")
'I
10
0 7 m m " n m in m •- in m 1 in 7n in n m m in n m n m- .. m ^ n 7n n •-: m n in in ri I ��
,� - rn * Im ,,) m " m m m m m Im m m m m m m m ml .; N I
1 �l>, i,; 9 pro 7n"' 7n'n Mu1 5 M'o 4 Imo 3 Mo 2 Mo 1 20 ci 19 0 18 Mc 17 "'L"0 16 "'�"0 15 "'mo 14 "'mo 13 Mo 12 Mo 11 0 0 16 "�0 15 "-0 14 ")0 13 "�0 12 "10 11 "�0 10 Mo s4, 5s 44"w
1 A auo m- 8 00 7 po 6 0o O o 0 o I o 0 0 0. o 0 0 0 0 ( o o 0 0 0 0 0 9 1 �! 11999' - I
1 /3., O -N 'N -N :N N :N N �` '.N N :N N N N N N N N N :N N N :N N N N 1 . ,.� BLOCTT 15
/Rsr 3 . o �sx z' bo ^ 60' - bo ^ bo bo ^ bo ^ bo '- bo bo ^ to bo 60 - to ' in 60 1 1 ao ^ to to bo bo ^ to ' l ll�� '. 11
F 0 z z z z z z z 1 m yr m ar rnl rn v a .r 'I , 1 v v v v .r I co 0 /
i S> a v v v a v- 1 v v v v v Er, I] I 1 "� (� i' / I 1'1
1 i s 4z�0 ► I BLOCK 23 COMMON AREA ' 12o.B� OCI 18 z' z Z' z z z I
i I g5v .6 5' PUE 10` INLET 18" PIPE z 18" PIPE 5 PUE 0.11 AC. 1 5' PUE 18" PIPE 7 co I 1 s
�• \ � .00' 55.0 ' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00. 1 ' ' ' 1 60.75' 60.75' 60.75' 60.75' 60.75' 60.75' 60.75' 43.38' >� W
11 28.65' S5.00' 55.00' 55.00_'-_-- 55_00'- _- 55.00' 55.00' 37.50' ' " 37.50' 55.00' 55
Ieg-------- ----- - ------------- h! C>6, --_e!_ __------------------------------------------------------------- lr: L-------------------------------------- - --------- --- ---- �3, o es. (o`b m 1
. -.. _ _ _..__.__. -__. ._ ___. ._.__.__-____.__. - .. -11 m
- G- G x --- - -- - �. __. -- - - - - - - - - -- - -- - -.. -- --- --.... -- - ---
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I ryil
, i :=
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s i' J 2-36" y j D
1 Not' S6. 44 E I - 27' B-B ASPH PVMT, 50' ROW Warl�WOrth CO , . JU NCI ION' ` Warkworth ane 27 B-B ASPH PVMT, 50 ROW 10' INLETS t' .%-PIPES 36" PIPE 10 INLETS Warkworth Lane JUNCTION to CD l c
1,0.00 I B X . BOX O (, I
�-
r N
20 PUE eis r' -� .:-., --.. .., _ _,.-_:.. _. _ ., .. 4 - - -- -- -- - - - - +� 3g, y
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°1 _------- ----_---------- �''i 0-------------------- -------------------- ------------------------------------------------------ -_------------------ -- ---- cP
--------------------- - -
N/F 1 12 g i ,� 28.85 55.00 55. 00 55.00 55.00 55.00 55. 0 37.50 37.50 55.00 55.00 55.00 55.00 55.00 55.D0 55.00 5.00' 55.00' r 60.75' 60.75' 60.75' 60.75' 60.75' 60.75' 60.75'` 43.38' �� I "G i'- -�E 1' }
24" PIPE / \ ®/ 1 t \ P
vo I - .� ir0 5' PUE 10' INLET 1'• 1 5' PUE 24" PIPE BLOCK 2 r,` 20.00' 5' PUE 30" PIPE - I W
ESTER JANE GRANT' 1 m I �_ 10 INLET I I BLOCK 17 I, O I i =
i ( y1 �4r e 426� 8" % I 10' INLET w, wi w w: wi w w w' w 2-36" 11 l l0 1 I
MCDOUGAL 1 yg kqt o �' m' m ' IP m m' m io iol io' io in m I PIPES m m e3 1 1n BLOCK 14; _ o to
1 g 't J . _ suv •- ;n •- n - ;n -:,n ^ 7n - n " in 1 l ( ": in '- , T: in - in '- 7n n -: m '- 7n - 43 7n I'm - 7n '- 7n ,': m m ,o. : 3 I 1' I M m - cM
F
REM. 101.322 ACRE TRACT 1 �o�;, o sE,e� m �, o m _ m -m
- - m iq m m vI 1n in V Iu� in m N �.d co m, I ; i I a, n f, 16 Mo 17 M0 18 0,c 19 00 20 "'0 21 0.0 22 _j - I_ 10 00 9 00 8 0,0 7 00 6 0.0 5 00 4 00 3 0:0 2 Moro 1 01 o O. M 5 M•"to
I a Mri 15 oN O'N O'N N N O,N �. In N N - ,N- N ,N- N N (N MN 7 MN 6 ON ON 4 0� r'n •-� I 1 1 41,ZD DO O 1 �1
EXHIBIT B 4027/29 I 13 o�4- 14 00 �.- io 6D.- 0 I� 60 - rn E0: 60•- I w M oa 2 1 1 i er 1 ,
N E s
v v .r v � v v O,I Irn .r � .t• .r v v' v v .. I 1 z z � - bo bo - � 7ni to j `z
a o m� z z,. _ z z z z: z' in yr cn rn m _.-.th rn m - 3
i yN z �, I 1 mod; I z " �t aoi 1� 2
z z
N I BLOCK 35 -
N I z NI
q i 20 PUE 1 20 PUE 1 620.' PUE ^I ! p I 1 O c
m -' --_-- -J ' is I , ---- ,-- `___ ` _ b :z. `- --- - 1 I _
M L--99$.SD,..:---------•83:25'--____. S•____-55:00'-___-58.50-_-__55:50`__---5`sflo'-_---55.50'- --5�ro8` 62:50`-_82:50`'-----55.50`' 55:BB`-_---55:ti0 -5590--_-55:50`_----55:00 - -55.50`----55:50`__---55:00'- ,:ii 6D:i5`_ _60:75`--92:28'-'2B 5' _
LIS I BfY-- _'8t@3L-_ 1 1 N41' 56' 44.E I P
- - - e; - - - - - - - aI . i
e e • _ • • • • • • • e _ ,• p e • s • •. Jul, • e3`- -- 1 ( 1 72o.ot 1--N4L_5�_44"E_ 63L25_-----_�_--------------y.41_5V 4- _,=.557.5�___�------ _1A11-5 -A E__t.53,Z8___---___ 6 cizv---- I01-------------------------------------------- I-------------------- ------------ M ____ 1
-----------
IUj i BLOCK 341 t-_____N4 zs•E • ... et eat--. _ ��_ J 1 �o
... . .. r - N *AA*. 1 - 16 _ .--, -
PRELIMINARY
B 1
I. I M
tT RECORD
--- -___ ---300 ----- --__ EXISTING CONTOUR (MAJOR) EXISTING SANITARY SEWER LINE
____ ____ ! ''_ ---- ._-.__ 1-1-1EXISTING CONTOUR (MINOR) it w EXISTING WATERLINE
PLAT BOUNDARY -- `- _ :., ___ PROPOSED 6" SANITARY SEWER LINE
PHASE LINE --- ------ ----- PROPOSED 8" SANITARY SEWER LINE
- LOT LINE - - - _. ,...:.-_- PROPOSED 4" FORCE MAIN
p PROPERTY CORNER PROPOSED SEWER MANHOLE
EASEMENT LINE --_--'' `'-..-_----'-"-- PROPOSED 6" WATERLINE
ROW LINE .. PROPOSED 8" WATERLINE
--- PROPOSED 12" WATERLINE
.:::..- PROPOSED SIDEWALK 0FH4 PROPOSED FIRE HYDRANT
11
COMMON AREA -- -- `i -- - PROPOSED STORM SEWER
PROPOSED STORM INLET
GENERAL NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE
SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
VICINITY MAP 2. THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P.
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE
7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATON (HOA).
8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
+ INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 of BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
�j THE ADJOINING PROPERTY OWNERS.
10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
PROJECT THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
\_ LOCATION ^ ^ STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
CALIPER TREE PER ORDINANCE 3222.
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.
13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED To EACH SUBSEQUENT PHASE UNTIL A
PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
PRELIMINARY PLAT
CASTLEGATE II SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION
107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102 = 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104 = 9.5261 AC. SECTION
202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9
BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 11
BLOCK 22, LOTS 1 THRU 20
BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 10
BLOCK 23, LOTS 1 THRU 20
BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20
BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9
BLOCK 25, LOTS 1 THRU 20
BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21 BLOCK 16, LOTS 1 THRU 17
BLOCK 26, LOTS 1 THRU 9
BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1 BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16
BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20
BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14 BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER: SURVEYOR:
ENGINEER:
SCALE: 1 "=80'
3-D Development, LLC Brad Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
4490 Castlegate Drive Kerr Surveying, LLC
ENGINEERING
REVISED DECEMBER, 2010
College Station, TX 77845 P.O. Box 269
Kent Laza, P.E.
(979) 690-7250 College Station, TX 77841
4490 Castlegate Drive
(979) 268-3195
College Station, Texas 77845
...
(979) 690-3141 Fax: (979) 690-1041
SHEET 2 OF 6
Firm #: 13130
r .- ai : Ir ri rN�'�RECORD
r
r,FOR
LEGEND
-------300--- -- - --
EXISTING CONTOUR (MAJOR)
EXISTING SANITARY SEWER LINE
- --
EXISTING CONTOUR (MINOR) w w
EXISTING WATERLINE
PLAT BOUNDARY - " " -- -' " ---
PROPOSED
6" SANITARY SEWER LINE
RE ME IM 1E
PHASE LINE -- - ---- -
PROPOSED
8" SANITARY SEWER LINE
- - -
LOT LINE ------ r-.------ - : -- ---
PROPOSED
4" FORCE MAIN
p
PROPERTY CORNER
PROPOSED
SEWER MANHOLE
--------------
EASEMENT LINE - --" "-"- " "`--
PROPOSED
6" WATERLINE
- --
ROW LINE
- PROPOSED
8" WATERLINE
-
PROPOSED
12" WATERLINE
-- -- - '-
PROPOSED SIDEWALK 0FH4
PROPOSED
FIRE HYDRANT
COMMON AREA -- - --
- PROPOSED
STORM SEWER
PROPOSED
STORM INLET
GENERAL NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE
VICINITY MAP SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
2. THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P.
+0 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE
7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATON (HOA).
8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT SECTIONS 100
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
THE ADJOINING PROPERTY OWNERS.
10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
PROJECT SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
LOCATION ^ m THREE FEET' OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
CALIPER TREE PER ORDINANCE 3222.
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.
13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A
PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
PRELIMINARY PLATI
CASTLEGATE II SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION
107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102
= 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103
= 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104
= 9.5261 AC. SECTION
202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105
= 8.5501 AC. SECTION 203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17
BLOCK 11, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9
BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12
BLOCK 12, LOTS 1 THRU 11
BLOCK 22, LOTS 1 THRU 20
BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16
BLOCK 13, LOTS 1 THRU 10
BLOCK 23, LOTS 1 THRU 20
BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24
BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20
BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16
BLOCK 15, LOTS 1 THRU 9
BLOCK 25, LOTS 1 THRU 20
BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21
BLOCK 16, LOTS 1 THRU 17
BLOCK 26, LOTS 1 THRU 9
BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1
BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16
BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16
BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20
BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22
BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14
BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER:
SURVEYOR:
ENGINEER:
SCALE: 1 "=80'
3-D Development, LLC Brad Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
4490 Castlegate Drive
Kerr Surveying, LLC
ENGINEERING
REVISED DECEMBER, 2010
College Station, TX 77845
P.O. Box 269
Kent Laza, P.E.
(979) 690-7250
College Station, TX 77841
4490 Castlegate Drive
(979) 268-3195
College Station, Texas 77845
(979) 690-3141 Fax: (979) 690-1041
SHEET 3 OF 6
Firm #: 13130
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R
N 'I
P%( -1 W N I PLA REI..IM
A` G+
, ,
R . - . - U
ltiom C40m''-'RD
--------300-------- ----
EXISTING CONTOUR (MAJOR)
EXISTING SANITARY SEWER LINE
--- -- - --' ' ,- - - ---- ---
EXISTING CONTOUR (MINOR) "' "
EXISTING WATERLINE
��
PLAT BOUNDARY - - - ------ - --
- PROPOSED
6" SANITARY SEWER LINE
ME ME IM IN
PHASE LINE -- ` = -- - . --
PROPOSED
8" SANITARY SEWER LINE
- - -
LOT LINE - -.,- - --:•-- --
PROPOSED
4" FORCE MAIN
p
PROPERTY CORNER
PROPOSED
SEWER MANHOLE
EASEMENT LINE ------'"-"' `-`---
PROPOSED
6" WATERLINE
ROW LINE ., `
PROPOSED
8" WATERLINE
,:"-' -- -- ' -- :.--...
PROPOSED
12" WATERLINE
"'
PROPOSED SIDEWALK ®FH4
PROPOSED
FIRE HYDRANT
"`_..�.1
COMMON AREA ---" -
- PROPOSED
STORM SEWER
._-
PROPOSED
STORM INLET
GENERAL NOTES:
1.
THE BEARING SYSTEM SHOWN HNE COORDINATE
VICINI
MAP
SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
2.
THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3.
THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
4.
A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P.
W 40
5.
6.
CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE
_
7.
DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATION (HOA).
8.
THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
9.
IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
THE ADJOINING PROPERTY OWNERS.
10.
SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
\-
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
PROJECT
THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
LOCATION Mm..
STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11.
EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
CALIPER TREE PER ORDINANCE 3222.
12.
THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.
13.
A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A
PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
14.
THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
-- w a
'd-e
EXISTING 8"
WATERLINE /
PRELIMINARY
P
CASTLE%C"I1A'I'E II SUBDIVISION
202.655 ACF(ES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION 107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102 = 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104 = 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 10 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THAU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21 BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER: SURVEYOR: ENGINEER: SCALE: 1 "-80'
3-D Development, LLC Brad Kerr, RPLS No. 4502 PHILLIPS MAY, 2010
4490 Castlegate Drive Kerr Surveying, LLC ENGINEERING REVISED DECEMBER, 2010
College Station, TX 77845 P.O. Box 269
(979) 690-7250 College Station, TX 77841 Kent Laza, P.E.
(979) 268-3195 4490 Castlegate Drive
College Station, Texas 77845
...
(979) 690-3141 Fax: (979) 690-1041 SHEET 4 OF 6
Firm #: 13130
PREI..,1MINARY PLAT
NOT FO
RECORD
PRELIMINARY
LEGEND
- - ---- 300--------
EXISTING CONTOUR (MAJOR)
EXISTING SANITARY SEWER LINE
'= - _-.-_ --
EXISTING CONTOUR (MINOR) `"
EXISTING WATERLINE
PLAT BOUNDARY -- '-` ---- --
PROPOSED
6" SANITARY SEWER LINE
PHASE LINE ---- ---- -
PROPOSED
8" SANITARY SEWER LINE
- - - -
LOT LINE -.- ----- -----
PROPOSED
4" FORCE MAIN
p
PROPERTY CORNER
PROPOSED
SEWER MANHOLE
EASEMENT LINE - - " ""- ---
PROPOSED
6" WATERLINE
ROW LINE
PROPOSED
8" WATERLINE
- " ---
PROPOSED
12" WATERLINE
_ _ ..._
PROPOSED SIDEWALK ®FH4
PROPOSED
FIRE HYDRANT
COMMON AREA - -- -
PROPOSED
STORM SEWER
PROPOSED
STORM INLET
VICIN11TY
GENERAL NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE
MAP SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
2. THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P.
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
'P
6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE
7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATON (HOA).
8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
—107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT SECTIONS 100
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
THE ADJOINING PROPERTY OWNERS.
10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
PROJECT THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
LOCATION STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
CALIPER TREE PER ORDINANCE 3222.
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.
13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A
PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
CASTLEGATE II SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION 107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102 = 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104 = 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17
BLOCK 11, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9
BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12
BLOCK 12, LOTS 1 THRU 11
BLOCK 22, LOTS 1 THRU 20
BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16
BLOCK 13, LOTS 1 THRU 10
BLOCK 23, LOTS 1 THRU 20
BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24
BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20
BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16
BLOCK 15, LOTS 1 THRU 9
BLOCK 25, LOTS 1 THRU 20
BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21
BLOCK 16, LOTS 1 THRU 17
BLOCK 26, LOTS 1 THRU 9
BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1
BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16
BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16
BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20
BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22
BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14
BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER:
SURVEYOR:
ENGINEER:
SCALE:1"=80'
3-D Development, LLC Brad
Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
4490 Castlegate Drive
Kerr Surveying, LLC
ENGINEERING
REVISED DECEMBER, 2010
College Station, TX 77845
P.O. Box 269
Kent Laza, P.E.
(979) 690-7250
College Station, TX 77841
4490 Castlegate Drive
(979) 268-3195
College Station, Texas 77845
(979) 690-3141 Fax: (979) 690-1041
SHEET 5 OF 6
Firm #: 13130
1
1:59'
i
J _
� 11 � � �
. I
.. i
- - - - - - - II
'� I I1,.
.,
20' ELECTRICAL
�"� 1�'�,�,I ., I
I1
EASEMENT .
,-,,,/
INSET C.
*ENCROACHMENT INTO BTU EASEMENT
I- ____ _ 20' ELECTRICAL PROPOSED ROW LINE CONNECTING 10' TELEPHONE
�--------- -=_----_ _ � EASEMENT
SWEETWATER FOREST AND EASEMENT
FENCE LINE
I'
30' SEMINOLE I )
30' PIPELINE
20' ELECTRICAL
10' TELEPHONE
PIPELINE I (
EASEMENT
EASEMENT
EASEMENT
EASEMENT I (
1 216%8 & 216%4
1697/170
771/12
505/776
------ - ==-------- -_---� -� --------- -�--�-_- _- _-
_-
_- -
- - -
-
--------------------------------------------------------11
---------------------------------
SEE INSET D
-----------------------------------
- -
- -
- -
-
---- - --- -
_==
- -
- --- ------------------------
- - -
=- ==-
------------------
------------------------- ------
---------I----r----
-P - - - - P - - - - P - - - - P - - - -P - - - F - - - - P - -
P
P __
P P
P P
P
---_-_-
P P P P P
---- P---------p--------- P P
--� --------P--- ------- --P
--
` P j INCH
IRON ROD
- - - - - - -- - - - - - - - - - -
-
- -
- - -
- - - - -
- - - -
- - - - - - - - -
- - - - - - - - -
- - - -
-�-
'T -
-. _
_
mr � 3`L
3tl
„
, ,
;.,. is
�. `..
_. _._,.
I 11
, 11
.
,
"
PROPOSED R 0 W: DEDICATION ,
I'llEXISTING
R.O.W.
i . ,.
;, ,.1.
1.836
AC ..
j. _
- :.;_
- -I'll
-
-_ -
LLNE ____
--_.
__.... _ ,..._:_,. _... __ ,. -
.. ,: -.:. _ ..
.: i��i is
. .i'i�
i ii 1;1 1.
- .
_. .
:.. ,.
-
:,
_
ii-�ii�a.ice-ii�i��'i'
.
� �� ii_
-
i.� i. i� ��.
1.
11
PROPERTY LINE AS DEFINED
BY METES AND BOUNDS
FROM KERR SURVEYING
INSETB-
Go
EENS
PRAIRIE
R.O.W.
DEDICATION-
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
Cl
63.16'
625.50'
005' 47' 07"
31.61'
63.13'
S45' 09' WE
C2
52.96'
524.50'
005 47' 07"
26.50'
52.94'
S45' 09' S8"E
C3
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C4
38.80'
25.00'
088' 55' 31"
24.54'
35.02'
SOT 31' 13"E
C5
39.22'
25.00'
089' 52' 46"
24.95'
35.32'
N87' 00' 06"E
C6
39.27'
25.00'
089' 59' 44"
25.00'
35.35'
S86' 56' 37"W
C7
52.96'
524.50'
005 47' 07"
26.50'
52.94'
N45' 09' 58"W
C8
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOT 43' 36"E
C9
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
S87' 16' 24"E
C10
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S18' 10' 43"E
C71
167.69'
50.00'
192' 09' 37"
469.40'
99.44'
S89' 50' 1O"W
C12
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
NIT 51' 03"E
C13
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C14
39.27'
25.00'
099 00' 00"
25.00'
35.36'
SOY 03' WE
C15
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
N86' 56' 44"E
C16
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' 16"E
C17
39.27
25.00'
00
090' 00 00
25.00'
35.36'
S86' 56'
6 44"W
C18
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 17"W
C19
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C20
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOY 03' 16"E
C21
21.03
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 26"W
C22
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 16"E
C23
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N1T 51' 03"E
C24
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C25
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' 16"E
C26
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
S66' 02' 26V
C27
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' WE
C28
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N1 T 51' 03"E
C29
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C30
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C31
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 26V
C32
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' WE
C33
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N1 T 51' WE
C34
39.27'
25.00' 1
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C35
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C36
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
S66' 02' 26"W
C37
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' WE
C38
21.03'
25.00'
04-F 11' 23"
11.18,
20.41'
N17' 51' WE
C39
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C40
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C41
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 26"W
C42
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 16"E
C43
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
NIT 51' 03"E
C44
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C45
39.27'
25.00'
099 00' 00"
25.00'
35.36'
SOT 03' 16"E
C46
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C47
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C48
36.75'
25.00'
084 13' 09"
22.60'
33.53'
N00' 09' 50V
C49
41.79'
25.00'
095' 46' 51"
27.66'
37.09'
S89' 50' 10"W
C50
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C51
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C52
39.27'
25.00'
090, 00' 00"
25.00'
35.36'
NO3' 03' 16"W
C53
80.26'
795.50'
005' 46' 51"
40.17'
80.23' 1
S45' 09' 50"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C54
41.79'
25.00'
095' 46' 51"
27.66'
37.09'
S89' 50' 10"W
C55
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 43' 36"W
C56
75.22'
745.50'
005' 46' 51"
37.64'
75.19'
S45' 09' WE
C57
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
1 N86' 56' 44"E
C58
39.27'
25.00'
090' 00' 16"
25.00'
35.36'
NOY 03' 23"W
C59
63.16'
625.50'
005' 47' 07"
31.61'
63.13'
S45' 09' WE
C60
39.27'
25.00'
099 00' 00"
25.00'
35.36'
N87' 16' 241W
C61
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C62
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C63
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOT 03' 16"W
C64
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 44"W
C65
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOY 03' WE
C66
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C67
60.43'
280.00'
012' 22' 01"
30.34'
60.32'
S48' 07' 44"W
C68
43.20'
252.50'
009' 48' 12"
21.65'
43.15'
N49' 24' 38"E
C69
40.39'
25.00'
09T 33' 48"
26.14'
36.14'
NOV 46' 22"W
C70
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 44"W
C71
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOY 03' WE
C72
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C73
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 16"W
C74
39.27
25.00
090' 00 00
25.00
35.36
S86' 56' 44"W
C75
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOY 03' WE
C76
37.98'
25.00'
087* 01' 58"
23.74'
34.43'
N88' 25' 45"E
C77
165.46'
613.50'
015' 27' 09"
83.24'
164.96'
S5T 38' 21 "W
C78
172.52'
536.50'
018' 25' 27"
87.01'
171.78'
S51' 09' 12"W
C79
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOY 03' 31 "E
C80
39.27'
25.00'
089' 59' 44"
25.00'
35.35'
N86' 56' 37"E
C81
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 16"W
C82
21.03'
25.00'
049 11' 23"
11.18'
20.41'
N7T 08' 57"W
C83
163.01'
50.00'
186' 48' 05"
841.43'
99.82'
NOT 50' 36"W
C84
19.96'
25.00'
045' 44' 02"
10.54'
19.43'
N67' 41' 25"E
C85
50.1O'
302.50'
009' 29' 20"
25.11'
50.04'
N49' 34' WE
C86
49.64'
230.00'
012' 22' 00"
24.92'
49.55'
S48' 07' 44V
C87
31.73'
25.00'
072' 43' 23"
18.41'
29.64'
SOW 17' 21 "W
C88
137.79'
536.50'
014' 42' 54"
69.27'
137.41'
S53' 00' 29"W
C89
197.21'
613.42'
018' 25' 12"
99.46'
196.36'
S51' 09' 00"W
C90
22.64'
25.00'
051' 52' 42"
12.16'
21.87'
S67* 52' 50"W
C91
53.56'
3000.00'
001' 01' 23"
26.78'
53.56'
N47* 32' 50"W
C92
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31 "W
C93
94.54'
275.00'
019' 41' 47"
47.74'
94.07'
N3T 05' 35"E
C94
77.35'
225.00'
019' 41' 47"
39.06'
76.97'
N32' 05' 35"E
C95
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C96
114.22'
175.00'
037' 23' 50"
59.23'
112.21'
S21' 45' 26"E
C97
73.07'
99.24'
042' 11' 06"
38.28'
71.43'
S24' 14' WE
C98
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C99
77.35'
225.00'
019' 41' 47"
39.06'
76.97'
S32' 05' 35"W
C 100
30.68'
25.00'
070' 18' 13"
17.60'
28.79'
SIT 54' 25"E
C101
39.27'
25.00'
08W 59' 51"
25.00'
35.35'
S86' 56' 49"W
C102
54.69'
225.44'
013' 53' 59"
27.48'
54.56'
N10' 00' 59"W
C103
30.07'
25.00'
068' 54' 34"
17.15'
28.29'
SIT 29' 19"W
C104
39.28'
225.00'
010' 00' 07"
19.69'
39.23'
N46' 56' 32"E
C105
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C106
162.65' 1
50.00'
186' 22' 46" 1
897.21' 1
99.85' 1
SOY 03' 31"E
CURVE
TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C107
21.03'
25.00'
O�V
11' 23"
11.18'
20.41'
N72' 09' 13"W
C108
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
NOY 03' 31"W
C109
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C110
39.27'
1 25.00'
090'
00' 16"
25.00'
35.36'
1 SOY 03' 23"E
C111
24.90'
175.00'
ow
09' 11"
12.47'
24.88'
S46' 01' 04"W
Cl 12
21.72'
13.50'
092'
09' 47"
14.02'
19.45'
N83' 49' 27"W
Cl 13
40.51'
225.00'
O�
O' 18' 57"
20.31'
40.46'
N42' 54' 02"W
Cl 14
39.27'
25.00'
08O'
00' 00"
25.00'
35.36'
NOY 03' 31 "W
C115
39.27'
25.00'
090'
1 00' 00"
25.00'
35.36'
N86' 56' 29"E
C116
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31"E
Cl 17
42.90'
25.00'
098'
18' 59"
28.92'
37.83'
S82' 46' 59"W
Cl 18
39.92'
275.00'
008'
18' 59"
19.99'
39.88'
S37' 46' 59"W
C119
1 39.27'
25.00'
09O'
00' 00"
25.00'
35.36'
1 SOY 03' 31'E
C120
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C121
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
NOY 03' 31 "W
C122
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C123
39.27'
25.00'
0j
I
0` 00' 00"
25.00'
35.36'
NOY 03' 33"W
C124
39.27'
25.00'
09O'
00' 00"
25.00'
35.36'
NOY 03' 31"W
C125
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C126
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31"E
C127
39.27'
25.00'
09I0'
00' 00"
25.00'
35.36'
S86' 56' 29"W
C128
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31 "E
C129
46.54'
536.50'
004'
58' 12"
23.28'
46.52'
S50' 32' 37"E
C130
54.11'
613.50'
005'
03' 13"
27.07'
54.09'
S50' 30' 07"E
C131
39.25'
25.00'
099'
57' 49"
24.98'
35.34'
N87' 02' 37"E
C132
39.32'
25.00'
090'
07' 14"
25.05'
35.39'
NOT 59' 54"W
C133
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
S86' 56' 29"W
C134
21.03'
25.00'
048'
1l' 23"
11.18'
20.41'
S17 50' 47"W
C135
158.31'
50.00'
181'
24' 34"
4064.97'
99.99'
N&V 27' 23"E
C136
21.03'
25.00'
048'
11' 23"
11.18'
20.41'
N28' 56' 02"W
C137
19.52'
225.00'
004
58' 12"
9.76'
19.51'
N50' 32' 37"W
C138
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
S86' 56' 29"W
C139
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
NOY 03' 31 "W
C140
15.18'
175.00'
004'
58' 12"
7.59'
15.18'
N50' 32' 37"W
Cl 41
37.10' 1
25.00'
085'
01' 48"
22.92'
33.79'
S84' 27' 22"W
C142
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31 "E
C143
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C144
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31"E
C145
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C146
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
NOY 03' 31 "W
C147
39.27'
25.00'
090,
00' 00"
25.00'
35.36'
S86' 56' 29"W
C148
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31 "E
C149
39.27'
25.00' 1
090'
00' 00"
25.00'
35.36'
N86' 56' 29"E
C150
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
NOY 03' 31"W
C151
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
S86' 56' 29"W
C152
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31"E
C153
21.03'
25.00'
01*
1l' 23"
11.18,
20.41'
S72' 09' 13"E
C154
162.65'
50.00'
186'
22' 46"
897.21'
99.85'
NOY 03' 31"W
C155
21.03'
25.00'
O¢T
11' 23"
11.18'
20.41'
S66' 02' 10"W
C156
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
SOY 03' 31 "E
C157
39.22'
25.00'
089'
52' 46"
24.95'
35.32'
NOT 00' WE
C158
39.32'
25.00' I
090'
07' 14"
25.05'
35.39'
NOT 59' 54"W
C159
39.27'
25.00'
090'
00' 00"
25.00'
35.36'
S86' 56' 29"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C160
39.27'
25.00'
089' 59' 44"
25.00'
35.35'
S86' 56' 37"W
C161
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31"W
C162
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
N66' 02' 10"E
C163
241.19'
1 50.00'
276' 22' 46"
44.72'
1 66.67'
S48' 03' 31 "E
C164
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C165
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C166
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31 V
C167
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C168
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C169
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C170
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C171
1 39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31"W
C172
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C173
94.41'
50.00'
108' 11' 23"
69.06'
81.00'
N3T 02' 10"E
C174
94.41'
50.00'
109 1l' 23"
69.06'
81.00'
S4T 50' 47"W
C175
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
SIT 50' 47V
C176
39.27'
25.00'
090' 00' 00"
25.00'
1 35.36'
S86' 56' 29"W
C177
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31 "W
C178
21.03'
25.00'
048' 1l' 23"
11.18'
20.41'
N66' 02' 10"E
C179
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C180
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S17' 50' 47"W
C181
39.27'
25.00'
099 00' 00"
25.00'
35.36'
S86' 56' 29"W
C182
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31"W
C183
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C184
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C185
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C186
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C187
39.27'
25.00'
090' 00' 00"
25.00'
1 35.36'
NOY 03' 31"W
C188
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
N66' 02' 10"E
C189
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C190
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C191
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29V
C192
39.27'
25.00'
090' 00' 00"
25.00' 1
35.36'
NOY 03' 31 "W
C193
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
N66' 02' 10"E
C 194
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31 "E
C195
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C196
37.39'
25.00'
085' 40' 53"
23.18'
34.00'
S84' 46' 55"W
C197
6.97'
613.50'
OOV 39' 04"
3.49'
6.97'
N52' 42' 11"W
C198
47.23'
536.50'
005' 02' 40"
23.63'
47.22'
N50' 30' 23"W
C199
39.29'
25.00'
090' 02' 48"
25.02'
35.37'
NOT 57' 39"W
C200
39.27'
25.00'
09U 00' 00"
25.00'
35.36'
SOT 03' 31 "E
C201
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29'W
C202
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C203
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NOY 03' 31 "W
C204
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' 31 "E
C205
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C206
39.27'
25.00'
090' 00' 00"
25,00'
F5.36'
NOY 03' 31 "W
C207 1
39.27' 1
25.00'
090' 00' 00"
25.00' 1
35.36'
S86' 56' 29"W
LINE TABLE
LINE #
LENGTH
BEARING
L26
25.00'
N41' 56' 29"E
L27
24.49'
S41' 56' 331W
L28
25.05'
N4T 03' 42"E
L29
41.39'
N48' 03' 31 "W
L30
70.00'
N4T 43' 36"E
L31
70.55'
S48' 03' 16"E
L32
70.55'
S48' 03' WE
L33
70.55'
N48' 03' 16"W
L34
51.34'
S4T 16' 24"E
L35
70.00'
S4T 43' 36"W
L36
51.68'
N42' 16' 24"W
L37
69.99'
N41' 56' 44"E
L38
48.57'
N42' 16' 24"W
L39
60.13'
N48' 03' 16"W
L40
70.00'
N41' 56' 44"E
L41
130.36'
N60' 21' 56"E
L42
71.41'
S48' 03' WE
L43
1 83.26'
S41' 56' 44"W
L44
70.55'
N48' 03' 16"W
L45
70.55
S48' 03' 16"E
L46
70.55'
S4,W 03' WE
L47
70.55'
S48' 03' WE
L48
78.50'
N48' 03' 31 "W
L49
31.66'
NOY 03' 31"W
L50
31.66'
SOT 03' 31"E
L51
80.00'
N41' 56' 29"E
L52
80.00'
S41' 56' 29" W
L53
80.00'
N41' 56' 29"E
L54
80.00'
S41' 56' 29"W
L55
81.17'
S41' 56' 29"W
L56
81.17'
S41' 56' 29"W
L57
81.17'
N41' 56' 29"E
L58
17.06
S41' 56' 29"W
L59
84.38'
N41' 56' 29"E
L60
70.00'
S48' 03' 31 "E
L61
84.38'
N41' 56' 29"E
L62
70.00'
S48' 03' 31 "E
L63 1
53.90'
N20' 01' 30"E
L64 1
53.90'
N20' 01' 30"E
I xel ti1J
PROPOSED R.O.W. DEDICATION
EXISTING GREENS PRAIRIE ROAD
40 20 0 40
SCALE IN FEET
INSET D
*NO ENCROACHMENT INTO BTU EASEMENT
jr F&I , I %I .. AVT - I - 11-
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PRELIMINARY PLAT
CASTLEGATE II SUBDIVISION
202.655 ACWES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION 107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102 = 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104 = 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 10 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21 BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER:
3-D Development, LLC
4490 Castlegate Drive
College Station, TX 77845
(979) 690-7250
SURVEYOR:
Brad Kerr, RPLS No. 4502
Kerr Surveying, LLC
P.O. Box 269
College Station, TX 77841
(979) 268-3195
ENGINEER:
PHILLIPS
ENGINEERING
Kent Laza, P.E.
4490 Castlegate Drive
College Station, Texas 77845 -
...
(979) 690-3141 Fax: (979) 690-1041
Finn #: 13130
SCALE: 1 "=80'
MAY, 2010
REVISED DECEMBER, 2010
SHEET 6 OF 6