HomeMy WebLinkAboutThe Crossing at Lick Creek Ph2LOT 94 LOT 93 BLOCK 2 proN BLOCK 3 n METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN
LOT 96 LOT 95 ] 5 014 SF GE 25� LOT 10 LOT 9 LOT 7 LOT 6 I I a b THE S. W. ROBERTSON LEAGUE, ABSMACT NO. 202, COLLEGE STATION, B-REDRA& COUNtY, TEXAS. SAID
BLOCK 2 15,014 SF 15,014 SF 15,041 SF LOT 92 of M ,793` 16,859 SF 15,050 SF LOT 8 15,449 SF 26,181 SF o� 7�TRACT p, j RECORDED N EPORTION OF A CALLED 8 2537, PAGE 140 1187 ACRE of nIE of PUBLIC RECORDS OF A DEED TO BROOKS
RAOS
-10 � MEN / _lam' 1 10' PUE 15,367 SF I c� Mme. 1r 15,099 Si
pG�O p p�E / 15' PDE LOT 98 LOT 97 (�-) Cps 9r 22 ' I a a, couNtt, T> xps.
to �O 9 -5 , (-✓ ) 15,014 SF 15,014 SF B 51 I w SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
\1 G Cg + R / \ \ \ i- L - - - -1 COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE SOUTHWEST LiNE OF ROCK PRAIRIE ROAD EAST
LOT 99 96 56 83.64 _ 98.58' W Z _ _ _ - _ _ (VARIABLE WIDTH R.O.W.) MARKING THE NORTHEAST CORNER OF SAID 63.187 ACRE TRACT AND THE
�p� L 15,040 SF :. " W - - - - NORTHWEST CORNER OFA 0.566 ACRE PORnON OF A CAL ED 65:00 ACRE TRACT AS DESCRIBED BY A DEED
I' -- '" O 1 \ / W TO THE CITY OF COLLEGE STATION RECORDED IN VOLUME 7422, PAGE 133 OF THE OFFICIAL PUBLIC
to o / THE CROSSING AT ICK CREEK PHASE 1 \ - 93.29 ---- 14.38 I Q RECORDS OF BRAZOS COUNTY, TEXAS
7� / VOL PG LOT 100 ` 10 PUE I O 1 N } 10 PUE
\ 15,033 SF 93,52 O i Q THENCE: S 16' 20' 18' E ALONG THE COMMON LINE OF SAID 63.187 ACRE TRACT AND SAID 0.566
CT) \ ��. �" 1 r ( ') t7 � a n ACRE TRACT FOR A DISTANCE OF 314.50 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NOR. , EST LINE
OF THE REMAINDER OF A CALLED 1265.37 ACRE TRACT AS DESCRIBED BY A DEED TO THE CITY OF COLLEGE
I [fl '- p STATION RECORDED IN VOLUME 488, PAGE 756 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS;
L LOT 101 5g r� tD
15 033 SF 10' PUE �/ 2
" ` BLOCK 2 I ( i
O Z THENCE S 28' 34' 36' W ALONG THE COMMON LINE OF SAID 63.187 ACRE TRACT. AND SAID
\ (-/-� � \ O I BLOCK 3 REMAINDER OF 1265.37 ACRE TRACT FOR A DISTANCE OF 465.86 FEET TO THE POINT OF BEGINNING OF
J 1 LOT 90 i � LOT 91 BLOCK 3 I LOT 14 THIS HEREIN DESCRIBED TRACT;
LOT 102 / ,-6, % � `� z 1 LOT 89 , = 15 119 SF I 15 491 SF = � LOT 12 LOT 13 15,075 SF I LOT 15
15,033 SF / A?�' \ 1- LOT 88 , in 15,131 SF N ' M W O LOT 11 15 070 SF 15,113 SF I THENCE S 28' 34' 36' W CONTINUING ALONG THE COMMON UNE'OF SAID 63.187 ACRE TRACT AND
BLOCK 2 I 15 204 SF ( I 15,070E I SAID 'REMAINDER OF 1265.37 ACRE TRACT FOR A DISTANCE OF 435.84 FEET TO A 1/2 INCH IRON ROD
\ ` 1 s1 - W ' ( FOUND MARKING THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 1295.61 FEET;
LOT 103 •. 90 \-- 2 LOT 87 1 r 15,164 SF
15,431 SF 5i O O r i 10' PUE `�
N � � . \ O � \ � 15,151 SF I,rT � � O � THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23• 04' 39" FOR AN ARC DISTANCE
O, 15 PDE ` (') 10' PUE OF 521.85 FEET (CHORD BEARS: S 40' OB' 04" W -518.33 FEET) TO THE SOUTH CORNER OF THIS HER
1 + \ 2 BLOCK 2 1 N ! 1 d I N ((�_� THE CROSSING A LICK CREEK PHASE 1 DESCRIBED TRACT, FOR REFERENCE A N INCH IRON ROD FOUND MARKING THE END OF SAID CURVE BEARS
10' PUE O �� 10' PUE LOT 86 VOL PG // ( A CHORD OF: S 58. 06' 57' W FOR A DISTANCE OF 290.75 FEET;
(T'P) / o (TYP•) \'T15 ,161 SF 11 N I I �- - - - 1 ' A THENCE THROUGH SAID 63.187 ACRE TRACT FOR THE FOLLOWING CALLS:
LOT 85 ` , \\� 11 v1 6 87.94' �2_7.313' \ ( ) N 39' 19' 36" W FOR A DISTANCE OF 50.00 FEET;
8.02' / 8i o \-f, 15,162 SF \ e
COOPERS HAWK N• 33.53' 00'25. W FOR A DISTANCE OF 183.89 FEET To THE BEGINNING OF A CLOCKWISE CURVE HAVING
. LOT 84 \ �\ 0 1 ? ` N $5 2' COOPERS HAWK DRIVE _ . . A RADIUS 225.Do FEET:
O to / ! \ 15,033 SF "O \ j6 _I 50' ROW - 30' PAVEMENT COURT Ao ON ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04 28' 11" FOR AN ARC DISTANCE
O \ \ N / �� $'J' • _ LT7 . - - • • • - . - OF 17.55 N 29.2 49' WET R FORA DISTANCE20F 050 0o FEET 1 Tt IE BEGINNITO THE END OF SAID CURVE;
\, O -r%* �' OF A CLOCKWISE CURVE HAVING
co ,(
2T t0
5� ROPP�lLEt�
TDI - BROOKS
DEVELOPMENT, LLC
REMAINDER OF 63.187
ACRE TRACT
VOL. 12537, PG 141
\ 2 LOT 83 52 V 49.9 50.00' A RADIUS of 175.00 FEET
tom- \ O 82 ' " 91:60' 50.14' 39.16' 82.03' 86.00' 86.00' 66.07'
'-25' PAE \ 15,033 SF "O \ N •• �Y, ' " 1 O.OS' $�J.Zg' / -� / ALONG SAID CURVE THROUGH A CENiRAL ANGLE OF 25' .29' 32' FOR AN ARC DISTANCE
Z \ to N MtrN -� L16 ( I OF 77.86 FEET (CHORD BEARS: S 73. 19' 57' W -77.22 FEET) TO THE END OF SAID CURVE;
LOT 82 s / 6 s9 g , pp,\lE �, -01
3.97 _ \
\ O .' Op 3Q 906 O 1 O 1 01 of '01 �- _ / S 86' 04' 42" W FOR A DISTANCE OF 60.77 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING
BLOCK 2 \ 15,03 3 SF M \ �. CO ROW f _ " 1 oM �`' i `� 1 • i I 20• PUE " i I I N A RADIUS OF 25.00 FEEL
-
15,033
81 '�� 50 *- 20' PUE I 20' PUE n ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 33' 32" FOR AN ARC DISTANCE
\ s 90 �, 1 r r r r r (TTP.) r BLOCK 6 _ _ 32' W_
\ '�/ a 1096 -�, '' ', 125' PUDE 1 ;ri ( ', .r- ( ) r +- M LOT 16 20' (TYP•) BEGINNOF ING OF (COUNTERCLOCKWISE4 CURVE HAVING A RADIUS 35.22 O 275.00 �T; TO THE D OF SAID OURVE AND 11iE
15,943 SF m \ I ' O I (0I �+
\ N N +'� t` 1 I * - 2 2 2 2 2 BLOCK 4 19,220 SF ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21' 45' 38" FOR AN ARC DISTANCE
o / 8 90 to 0I 2 LOT 44 w 1 LOT 43 w I LOT 42 w I LOT 41 w I LOT 40 w 1 °° I OF 104.44 FEET (CHORD BEARS: N 15 14.35' W -103.82 FEET TO THE END OF SAID CURVE;
to
`\ UI • pA 15' PUE �TYPP.) E Z i -- 15 023 SF 1' 15,057 SF i in 1 ;f, I ;n I LOT 39
Z I LOT 45 , 15,050 SF 15,050 SF 15,050 SF 15,832 SF N 63. 52' 36' E FOR A DISTANCE of 89.38 FEET:
N 26' 07' 24' W FOR A DISTANCE OF 133.82 FEET:
$5, 115.059 SF - - - - - -
\ LOT 47 W I 11 J to 15' PUE , " , N 09' 33' 11" W FOR A DISTANCE OF 133.74 FEET;
o '� d d d d N61. 25 24"W ^' 182.50
16,914 SF 1 to O� DO i o0 I _ I I N 02 37' 26" W FOR A DISTANCE OF 205.18 FEET;
.,.�' fi0 • M tD I i 00 I
BLOCK 4 M ICV NI 20' PUE N I N I N I 10' POE N 1
-- Z TYP Z Z Z Z N 13' 28' 52" W FOR A DISTANCE OF 124.47 FEET:
LINE TABLE
LINE #
LENGTH
DIRECTION
Li
50.00'
N38' 1.9' 36"W
L2
50.00'
N29' 2e 4VW
L3
60.77'
S86' 04' 42"W
L4
89.38'
N63' 52' 36"E
L5
155.89'
N19' 10' 05"W
L7
49.22'
N41' 23' 52"W
LS
50.00'
S63' 52' 36"W
L9
49.90'
N26' 07' 247W
L10
10.98' -
N10' 29' 56"E
L11
50.00'
N10' 23' 26"E
L12
9.96'
N10' 29' 56'E
L13
67.95'
S79' 30. 04'E
L14
57.01'
S79-30' 04'E
L15
50:00'
S28' 43' 35'W
L16
50.00'
1 S61. 07' 26-E
\ 2 LOT 83 52 V 49.9 50.00' A RADIUS of 175.00 FEET
tom- \ O 82 ' " 91:60' 50.14' 39.16' 82.03' 86.00' 86.00' 66.07'
'-25' PAE \ 15,033 SF "O \ N •• �Y, ' " 1 O.OS' $�J.Zg' / -� / ALONG SAID CURVE THROUGH A CENiRAL ANGLE OF 25' .29' 32' FOR AN ARC DISTANCE
Z \ to N MtrN -� L16 ( I OF 77.86 FEET (CHORD BEARS: S 73. 19' 57' W -77.22 FEET) TO THE END OF SAID CURVE;
LOT 82 s / 6 s9 g , pp,\lE �, -01
3.97 _ \
\ O .' Op 3Q 906 O 1 O 1 01 of '01 �- _ / S 86' 04' 42" W FOR A DISTANCE OF 60.77 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING
BLOCK 2 \ 15,03 3 SF M \ �. CO ROW f _ " 1 oM �`' i `� 1 • i I 20• PUE " i I I N A RADIUS OF 25.00 FEEL
-
15,033
81 '�� 50 *- 20' PUE I 20' PUE n ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 33' 32" FOR AN ARC DISTANCE
\ s 90 �, 1 r r r r r (TTP.) r BLOCK 6 _ _ 32' W_
\ '�/ a 1096 -�, '' ', 125' PUDE 1 ;ri ( ', .r- ( ) r +- M LOT 16 20' (TYP•) BEGINNOF ING OF (COUNTERCLOCKWISE4 CURVE HAVING A RADIUS 35.22 O 275.00 �T; TO THE D OF SAID OURVE AND 11iE
15,943 SF m \ I ' O I (0I �+
\ N N +'� t` 1 I * - 2 2 2 2 2 BLOCK 4 19,220 SF ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21' 45' 38" FOR AN ARC DISTANCE
o / 8 90 to 0I 2 LOT 44 w 1 LOT 43 w I LOT 42 w I LOT 41 w I LOT 40 w 1 °° I OF 104.44 FEET (CHORD BEARS: N 15 14.35' W -103.82 FEET TO THE END OF SAID CURVE;
to
`\ UI • pA 15' PUE �TYPP.) E Z i -- 15 023 SF 1' 15,057 SF i in 1 ;f, I ;n I LOT 39
Z I LOT 45 , 15,050 SF 15,050 SF 15,050 SF 15,832 SF N 63. 52' 36' E FOR A DISTANCE of 89.38 FEET:
N 26' 07' 24' W FOR A DISTANCE OF 133.82 FEET:
$5, 115.059 SF - - - - - -
\ LOT 47 W I 11 J to 15' PUE , " , N 09' 33' 11" W FOR A DISTANCE OF 133.74 FEET;
o '� d d d d N61. 25 24"W ^' 182.50
16,914 SF 1 to O� DO i o0 I _ I I N 02 37' 26" W FOR A DISTANCE OF 205.18 FEET;
.,.�' fi0 • M tD I i 00 I
BLOCK 4 M ICV NI 20' PUE N I N I N I 10' POE N 1
-- Z TYP Z Z Z Z N 13' 28' 52" W FOR A DISTANCE OF 124.47 FEET:
NOTES:
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION.
2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN
ACCORDING TO THE F.E.M.A, FLOOD INSURANCE RATE MAP FOR BRAZOS
COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO350E, EFFECTIVE
DATE: MAY 16, 2012.
3. ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN WITH THE CONDITION
THAT ALL LOTS HAVE A MINIMUM LOT SIZE OF 15,000 SF.
4. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED
IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR
THE ZONING CLASSIFICATION IN WHICH THEY LAY
5. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN
CALIPER OR 1 TREE OF 4" CALIPER PER ORDINANCE NO. 3222.
6. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE
PROVIDED BY THE CITY OF COLLEGE STATION.
7. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE
DRAINAGE POLICY AND DESIGN STANDARDS.
8. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT
OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
9. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED
BY THE HOME OWNERS' ASSOCIATION (HOA). HOA DOCUMENTS WILL BE
PROVIDED WITH THE FINAL PLAT IN ACCORDANCE WITH LIDO SECTION
12-8.3.0 OWNERS ASSOCIATIONS FOR COMMON AREAS AND FACILITIES.
10. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT
OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND
LANDSCAPiNG CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE
EASEMENT.
11. IN ORDER TO COMPLY WITH SECTION 12.8.3.W "SINGLE FAMILY
RESIDENTIAL PARKING REQUIREMENTS FOR PLATTING", OPTION 3.,e., WIDE
LOT FRONTAGES WILL BE USED.
12. STRUCTURES, FENCES, OR THE DISTURBANCE OF VEGETATION IS
PROHIBITED WITHIN 50 FOOT BUFFER EASEMENT ALONG LICK CREEK
PARK, AND THE 100 -BUFFER EASEMENT ALONG ROCK PRAIRIE ROAD.
13. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
14. THERE IS AN EXISTING "SURFACE ENCUMBERED BY MINERAL ESTATE"
(1025/826), JANUARY. 28,1988, FOR AN OIL do GAS SITE. IT SHOULD BE
NOTED THAT THIS WAIVER DOES NOT CONVEY NOR IMPLY ANY RIGHTS
WITH REGARDS TO VESTING OR PERMITTING PROCESS.
LEGEND
t4r) MIj LOT 46 ICV 10' PUDE , V) V.) (TMP) I to LOT 17
j CV 15,483 SF I N ('�') 16s6 13.46 8.71 CD 15 056 SF 00 rn
. ' 3.96 " N 19' 10' 05' W FOR A DISTANCE OF 155.89 FEET;
• N i IN� 49.26' 82.93' 69.04 72.54' 77.29' 87.54 r ' �j N 4r 2a' S2" W FOR A DISTANCE OF 49.22 FEET;
CERTIFICATE OF OWNERSHIP AND DEDICATION 1 Z r -- 29.73 _ 2 - - - - - - - - - - - I I r7 n
Z _ d O N 10. 05' 55- W FOR A DISTANCE OF 127.17 FEET;
STATE OF TEXAS ' 70 74' 5 N 11' 6' 25"W -Z-432. 3' " N 79' 30' 04' W FOR A DISTANCE OF 291.53 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE
COUNTY OF BRAZOS 1-30 - --'"' _.-- jrT - - - - - - Z �-• HAVING A RADIUS OF 75.00 FEET:
\ o ' N61' 25' 24"W N 182.50' a
I, Bernie Bernard, Secretary & Treasurer of TDI -Brooks Developments, LLC, owner and developer of the land c \ \r ' ' pj I I O ► 0) O ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05 12' 55" FOR AN ARC DISTANCE
shown on this plat, and designated herein as The Crossing at Lick Creek, Phase 2, to the City of College \ \ LO d N Q1 I to 00 OF 6.83 FEET (CHORD BEARS: N 87 06' 31' W - 6.82 FEET) TO THE END OF SAID CURVE AND THE
o i I I I pr 1 Z BEGINNING OF A COUNTERCLOCKWISE CURE HAVING A RADIUS OF 25.00 FEET;
Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all \ 7T. ttj Ltj � I
streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the LOT 34 00 00 00 u7 LOT 18 ALONG SAID CURVE THROUGH A CENTRAL ANGLE of 121'24'25 FOR AN ARC DISTANCE
purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly \4�76�1
vi9,, 2 1 10PUE 04OF 52.97 FEET (CHORD BEARS: S 34 34' 49" w -43.60 FEET) TO THE END OF SAID CURVE;
provided otherw se. \ 15,670 SF I(�.) 15 056 SF\ \F I z z i BLOCK 4 1^ w '
\ I " � � 00 > N S 63' 52' 36' W FOR A DISTANCE OF 50.00 FEET;
�c• A BLOCK 4 1 ED LOT 35 w I LOT 36 3 LOT 37 1 LOT 38 �' N
LOT 33 > to 15,060 SF I I ( N 26• 07' 24' W FOR A DISTANCE OF 49.90 FEET TO THE BEGINNING OF A CLOCKWISE HAVING A
Bernie Bernard, Secretary &Treasurer \ `'�� \ 17 905 SF a't3` d M 15,056 SF ' coM 15,039 SF i 16,042 SF _ _ _ _ _ _ RADIUS OF 275.00 FEET,
TDI -Brooks Developments, LLC \ \ \'(Q r7 15' PUE N61• 25' 24"W ^' 182.50' I ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36' 37' 20' FOR AN ARC DISTANCE
OF 175.77 FEET (CHORD BEARS: N OT 48' 44' W -172.80 FEET) TO THE END OF SAID CURVE,
\ i60
STATE OF TEXAS N 10. 29' 56" E FOR A DISTANCE OF 10.98 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE
COUNTY OF BRAZOS ?�1z 65.3\ i WIDTH 1 100 I o0 LOT 19 I HAVING A RADIUS OF 25.00 FEET,
\ VARIES N I 10• PUE I N I N
\ �� \ / Z 04 15 056 SF N ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9o' 00' 00' FOR AN ARC DISTANCE
Before me, the undersigned authority, on this day personally appeared Bernie Bernard, known to me to be �O ( Z Cal 00 OF 39.27 FEET (CHORD BEARS: N 34 30' 04" W -35.36 FEET) TO THE END OF SAID CURVE;
the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he I
executed the some for the purpose and consideration therein stated. \ \ \ J N 10' 23' 26" E FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE
Z 5 U \ 52.59' 81.25' 81.25' 62.50' W HAVING A RADIUS OF 25.0o FEET;
Given under my hand and seal on this day of Y 20 \ \ >
Q - - , ;,- - -, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 53' 43" FOR AN ARC DISTANCE
- TDI -BROOKS L 5 Nor 26' ,W - 277.99 E-� 0_ N61 25 24 W ^' 1 82.50 OF 39.66 FEET (CHORD BEARS: N 55 03' 04' E -35.63 FEET) TO THE END OF SAID CURVE AND THE
N•, RICHARD CHRISTOPHER 4606 - DEVELOPMENT, LLC I BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS of 800.00 FEET;
"Y' 4 FALLEN OAK COVE o
Notary Public, State of Texas REMAINDER OF
63.187 ACRE TRACT ,0' PUE S O I iA ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03• ST 1T FOR AN ARC DISTANCE
.- Comm. Expires 03-29-2020 Notary P ic, Brazos County, Texas .� 50 ROW - 30 PAVEMENT O ^ OF 55.22 FEET (CHORD BEARS: N OT 37' 34" E -55.21 FEET) TO THE END OF SAID CURVE AND THE
Notary ID 126935919 VOL. 12537, PG 140 (nPJ sj, , 0 1 �I LOT 20 BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 800:00 FEET;
€psi 26 2� - =.40
\ _..,::_.: • 0 15,056 SF 50' BUFFER
CERTIFICATE OF THE SURVEYOR 77.91 $7.5.0 87.50' 66.50' O I EASEMENT ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04 51' 00' FOR AN ARC DISTANCE
ORDINANCE NO. OF 67.72 FEET (CHORD BEARS: N 08' 04' 26' E -67.70 FEET) TO THE END OF SAID CURVE;
STATE OF TEXAS 1 '
COUNTY OF BRAZOS
eD 2 5' 2012-3398 n N 10' 29' 56" E FOR A DISTANCE OF 9.98 FEET;
r;,�;_ `; `? `- - N PAE O 1 15' PUE O 1 15' PUE O 1 O - - - - - -
I, Brod Kerr, Registered Professional. Land Surveyor No. 450 m th ate of Texas, hereby certify that _, j = _ ii ' _ _- -- \ I N I I N I Nfi 1 25 24 W ^' 1 82.42 S 79 30' 04" E FOR A DISTANCE OF 67.95 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A
this plat is true and correct and Was prepared from an al y of roperty and that the I r r r ( RADIUS of 25:00 FEET;
property markers and monuments were placed under m Pa. ' io he round. \
•- r- •- M ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87 30' 00' FOR AN ARC DISTANCE OF 36.00 FEET
BLOCK 5 CHORD BEARS: N 59. 14' 56' E -32.97 FEET) TO THE END OF SAID CURVE;
R.P.L.S. Na. 4502 - • _ __ _ _ - - - LOT 32 t t z BLOCK 5 ( BLOT 2 6 to
s 79. 30.04' E FOR A DISTANCE OF 57.01 FEET;
PROPERTY BOUNDARY
RIGHT OF WAY
LOT LINE
- PROPOSED PUBLIC UTILITY EASEMENT (P.U.E)
COMMON AREA
- - - - - -
- - - - - - - - PROPOSED PUBLIC DRAINAGE EASEMENT (P.D.E)
- • - PROPOSED PRIVATE DRAINAGE EASEMENT (Pr.D.E)
- • • - • • - • • - • • - • • - • • - • • - • • - PROPOSED PUBLIC ACCESS EASEMENT (P.A.E.)
- -• - EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
EXISTING PHASE LINE
- - - - - - ---• - -- - - EXISTING PUBLIC DRAINAGE EASEMENT
O PROPERTY CORNER
51, •o �k •'til
•G•,JPOO d ^GJ94 iD J0000
BRAD I EiIR
OT �6Q 90 '.CeiO 0664+i•>:i
4502
w U i iti,��1--�
CER FICATE OF P NTNG AND ZONING GOMISSION
I, Chairman of the Planning and Zoning Cqpukission of the City o "College
SSta on Tex s, hereby certify that the attached plat was duly approv by a Commissifo the
a
y -yni
Ch `rma 11
CERTIFICATE OF CITY ENGINEER
�
I, aV 2t [_ City Engineer of the City of College Station, Texas, hereby certify that this
Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station,
Texas.
City Engineer
NOT TO SCALE
VICINITY MAP
PROJECT
LOCATION
10' PUE ti, \ 15 301 SF w 1 LOT 31 w I LOT 30 W I LOT 29 N i
t r,' ` \ (TYP.) \ [D I 15 050 SF to 15 050 SF 0 15,781 SF S to 29' 56' W FOR A DISTANCE OF 175.00 FEET;
_ _ -:` _ _ 1z ►�15.292 SF v`� S 79.30.04' E FOR A DISTANCE OF 301.96 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING
A RADIUS OF 1555.50 FEET;
•p+. �!3 \ M N7 15' PUE ^ - - - _ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18' 13' 39" FOR AN ARC DISTANCE
o N57• 22'42 "VI/ - - ' • OF 504.39 FEET' (CHORD SEARS: S 70' 23' 15' E -502.27 FEET) 0 THE END OF SAID CURVE;
601 001 bol 179.85
1 N 10' PIE N 20' PUE N S 61' 16' 25" E FOR A DISTANCE OF 112.96 FEET;
J Z I O Z i (T�) Z i 10`; ^ 10' PUE
I (n'P•) S 28' 43' 35" W FOR A DISTANCE OF 136.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING
_ \ �� \ 25:00 FEET;
r -- ; : R- LOT 22 LICK
1.62 87.50' 87.50' - 82.32 ' - DISTANCE
_ _ _ _ 1 LOT 2 N 1 PARK
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF O oo' O FOR AN ARC
L27 - -/ - - - - - - - of 39.27 FEET (CHORD BEARS: S 73. 43' 35' W 35.36 FEET) TO THE END OF SAID CURVE;
' 8.61' 9.57' N61' 25' 24"W 278.94' s 2a 43' 35' W FOR A DISTANCE OF 50.00 FEET.
�o
�= Q., i r in ;i s _ _ - \\ I d - ' S 61' 16' 25" E FOR A DISTANCE OF 320.10 FEET 0 THE BEGINNING OF A CLOCKWISE CURVE HAVING
- t` - A RADIUS OF 25.00 FEET-.
CERTIFICATE OF THE COUNTY CLERK 20', PrDE S`3.S' LOT 28 20' PUE �/ N5O• 06' 22„- ��_ - ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 51' 01" FOR AN ARC DISTANCE
20 PUE % % F of w '� �� ' OF 39.20 FEET (CHORD BEARS: S 16' 20' 55" E -35.31 FEET) TO THE END OF SAID CURVE;
STATE OF TEXAS \ \04„ 17,019 S 80.53
CO NTY OF BRAZOS \ F / / ' S 61' 07. 26" E FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A
r i� RADIUS OF 25.00 FEET;
i, County Clerk, in and for said county, do hereby certify \s
that this pi t ogether with its ce tes of authentication was filed for record in my ` , 00 ^/ LOT 23 ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 08' 59' FOR AN ARC DISTANCE
VA p,,�t \ 6`9 ' ' OF 39.34 FEET (CHORD BEARS: N 73' 39' 05- E -35.40 FEET) TO THE END OF SAID CURVE;
office the L'� day of 20 �' in the Deed Records of Brazos \ �i a; 16 019 SF \y -
County, Texas, in Volume Page 2. \ / O� M S 61' 16' 25" E FOR A DISTANCE OF 4.74 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A
/ J \V RADIUS OF 25.00 FEET;
WITNESS my hand and official Seal, at my office in Bryan, Texas. k,, N/F
/V4S• �'� ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48' 11' 23" FOR AN ARC DISTANCE
? BLOCK 5 , 32. THE CITY OF OF 21.03 FEET (CHORD BEARS: S 37' 10' 44" E - 20.41 FEET TO THE END OF SAID CURVE AND THE
/ tJ�34 C COLLEGE STATION BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 50.00 FEET;
LOT 27 / �/ - / REMAINDER OF
County Clerk I• \ 17,209 SF - N X84.6)p• CALLED 1265.37 ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117 42' 09' FOR AN ARC DISTANCE
OF 102.71 FEET CHORD BEARS: S 71' 56 07 E -85.58 TO THE END OF SAID
=' I = -f; ! =:~ = Brazos County, Texas L28 10' PUE CURVE;
M ACRE TRACT (
�i9 / h '`� LOT 24 / 488/756 S 81. 16' 25' E FOR A DISTANCE OF 99.93 FEET TO THE POINT OF BEGINNING CONTAINING 22A63
=� - • --
-= -.-- - _ �S� , COMMON AREA 8 & ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND FEBRUARY 2015. BEARING SYSTEM
,-: - : _.._:.,,-.'_„ „ Man p o � 15,270 SF
' - "" "' " -" SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPs OBSERVATION.
7.}i -_a \ 50 BUFFER
_ .. _. _ _ _ _ _ _ _ - - _.. _- C el� PRIVATE DRAINAGE o EASEMENT CITY
iiT:.. / N
ORDINANCE N0.
EASEMENT \ / � / q' 2012-3.
Nog• 32
2.426 AC. % 47:.w
i• _, CD M
`. _ `''
PUE
? U 4.6 '
(WIDTH VARIES)
/ O
__
LOT 25
2� 20' PUE
20' PUE 17,567 SF (TYP.) -�-1
^/
Curve Table Curve' Table `
CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION m
UNE TABLE
LINE III
LENGTH
DIRECTION
L17
4.74'
S61' 16' 25'E
L18
99.93'
S61' 16' 25"E
L19
41.17'
N77 59' 56"E
L20
43.12'
N61' 16' 25"W
L21
43.12'
S61' 16' 25'E
L22
48.08'
S79' 30' 04'E
L23
44.88'
S28-34- 36"W
L24
94.02'
N79' 30' 04"W
L25
20:00'
N61' 25' 24"W
L26
60.28'
N28' 34' 36"E
L27
18.18'
N51' 56' 52"E
L26
14.14'
S71' 07. 2eE
L29
21.90'
S20' 08' 13'W
L30
43.18'
S56' 13' 15"E
NOTES:
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION.
2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN
ACCORDING TO THE F.E.M.A, FLOOD INSURANCE RATE MAP FOR BRAZOS
COUNTY AND INCORPORATED AREAS, MAP NO. 48041CO350E, EFFECTIVE
DATE: MAY 16, 2012.
3. ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN WITH THE CONDITION
THAT ALL LOTS HAVE A MINIMUM LOT SIZE OF 15,000 SF.
4. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED
IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR
THE ZONING CLASSIFICATION IN WHICH THEY LAY
5. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN
CALIPER OR 1 TREE OF 4" CALIPER PER ORDINANCE NO. 3222.
6. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE
PROVIDED BY THE CITY OF COLLEGE STATION.
7. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE
DRAINAGE POLICY AND DESIGN STANDARDS.
8. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT
OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
9. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED
BY THE HOME OWNERS' ASSOCIATION (HOA). HOA DOCUMENTS WILL BE
PROVIDED WITH THE FINAL PLAT IN ACCORDANCE WITH LIDO SECTION
12-8.3.0 OWNERS ASSOCIATIONS FOR COMMON AREAS AND FACILITIES.
10. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT
OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND
LANDSCAPiNG CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE
EASEMENT.
11. IN ORDER TO COMPLY WITH SECTION 12.8.3.W "SINGLE FAMILY
RESIDENTIAL PARKING REQUIREMENTS FOR PLATTING", OPTION 3.,e., WIDE
LOT FRONTAGES WILL BE USED.
12. STRUCTURES, FENCES, OR THE DISTURBANCE OF VEGETATION IS
PROHIBITED WITHIN 50 FOOT BUFFER EASEMENT ALONG LICK CREEK
PARK, AND THE 100 -BUFFER EASEMENT ALONG ROCK PRAIRIE ROAD.
13. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
14. THERE IS AN EXISTING "SURFACE ENCUMBERED BY MINERAL ESTATE"
(1025/826), JANUARY. 28,1988, FOR AN OIL do GAS SITE. IT SHOULD BE
NOTED THAT THIS WAIVER DOES NOT CONVEY NOR IMPLY ANY RIGHTS
WITH REGARDS TO VESTING OR PERMITTING PROCESS.
LEGEND
t4r) MIj LOT 46 ICV 10' PUDE , V) V.) (TMP) I to LOT 17
j CV 15,483 SF I N ('�') 16s6 13.46 8.71 CD 15 056 SF 00 rn
. ' 3.96 " N 19' 10' 05' W FOR A DISTANCE OF 155.89 FEET;
• N i IN� 49.26' 82.93' 69.04 72.54' 77.29' 87.54 r ' �j N 4r 2a' S2" W FOR A DISTANCE OF 49.22 FEET;
CERTIFICATE OF OWNERSHIP AND DEDICATION 1 Z r -- 29.73 _ 2 - - - - - - - - - - - I I r7 n
Z _ d O N 10. 05' 55- W FOR A DISTANCE OF 127.17 FEET;
STATE OF TEXAS ' 70 74' 5 N 11' 6' 25"W -Z-432. 3' " N 79' 30' 04' W FOR A DISTANCE OF 291.53 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE
COUNTY OF BRAZOS 1-30 - --'"' _.-- jrT - - - - - - Z �-• HAVING A RADIUS OF 75.00 FEET:
\ o ' N61' 25' 24"W N 182.50' a
I, Bernie Bernard, Secretary & Treasurer of TDI -Brooks Developments, LLC, owner and developer of the land c \ \r ' ' pj I I O ► 0) O ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05 12' 55" FOR AN ARC DISTANCE
shown on this plat, and designated herein as The Crossing at Lick Creek, Phase 2, to the City of College \ \ LO d N Q1 I to 00 OF 6.83 FEET (CHORD BEARS: N 87 06' 31' W - 6.82 FEET) TO THE END OF SAID CURVE AND THE
o i I I I pr 1 Z BEGINNING OF A COUNTERCLOCKWISE CURE HAVING A RADIUS OF 25.00 FEET;
Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all \ 7T. ttj Ltj � I
streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the LOT 34 00 00 00 u7 LOT 18 ALONG SAID CURVE THROUGH A CENTRAL ANGLE of 121'24'25 FOR AN ARC DISTANCE
purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly \4�76�1
vi9,, 2 1 10PUE 04OF 52.97 FEET (CHORD BEARS: S 34 34' 49" w -43.60 FEET) TO THE END OF SAID CURVE;
provided otherw se. \ 15,670 SF I(�.) 15 056 SF\ \F I z z i BLOCK 4 1^ w '
\ I " � � 00 > N S 63' 52' 36' W FOR A DISTANCE OF 50.00 FEET;
�c• A BLOCK 4 1 ED LOT 35 w I LOT 36 3 LOT 37 1 LOT 38 �' N
LOT 33 > to 15,060 SF I I ( N 26• 07' 24' W FOR A DISTANCE OF 49.90 FEET TO THE BEGINNING OF A CLOCKWISE HAVING A
Bernie Bernard, Secretary &Treasurer \ `'�� \ 17 905 SF a't3` d M 15,056 SF ' coM 15,039 SF i 16,042 SF _ _ _ _ _ _ RADIUS OF 275.00 FEET,
TDI -Brooks Developments, LLC \ \ \'(Q r7 15' PUE N61• 25' 24"W ^' 182.50' I ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36' 37' 20' FOR AN ARC DISTANCE
OF 175.77 FEET (CHORD BEARS: N OT 48' 44' W -172.80 FEET) TO THE END OF SAID CURVE,
\ i60
STATE OF TEXAS N 10. 29' 56" E FOR A DISTANCE OF 10.98 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE
COUNTY OF BRAZOS ?�1z 65.3\ i WIDTH 1 100 I o0 LOT 19 I HAVING A RADIUS OF 25.00 FEET,
\ VARIES N I 10• PUE I N I N
\ �� \ / Z 04 15 056 SF N ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9o' 00' 00' FOR AN ARC DISTANCE
Before me, the undersigned authority, on this day personally appeared Bernie Bernard, known to me to be �O ( Z Cal 00 OF 39.27 FEET (CHORD BEARS: N 34 30' 04" W -35.36 FEET) TO THE END OF SAID CURVE;
the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he I
executed the some for the purpose and consideration therein stated. \ \ \ J N 10' 23' 26" E FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE
Z 5 U \ 52.59' 81.25' 81.25' 62.50' W HAVING A RADIUS OF 25.0o FEET;
Given under my hand and seal on this day of Y 20 \ \ >
Q - - , ;,- - -, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 53' 43" FOR AN ARC DISTANCE
- TDI -BROOKS L 5 Nor 26' ,W - 277.99 E-� 0_ N61 25 24 W ^' 1 82.50 OF 39.66 FEET (CHORD BEARS: N 55 03' 04' E -35.63 FEET) TO THE END OF SAID CURVE AND THE
N•, RICHARD CHRISTOPHER 4606 - DEVELOPMENT, LLC I BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS of 800.00 FEET;
"Y' 4 FALLEN OAK COVE o
Notary Public, State of Texas REMAINDER OF
63.187 ACRE TRACT ,0' PUE S O I iA ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03• ST 1T FOR AN ARC DISTANCE
.- Comm. Expires 03-29-2020 Notary P ic, Brazos County, Texas .� 50 ROW - 30 PAVEMENT O ^ OF 55.22 FEET (CHORD BEARS: N OT 37' 34" E -55.21 FEET) TO THE END OF SAID CURVE AND THE
Notary ID 126935919 VOL. 12537, PG 140 (nPJ sj, , 0 1 �I LOT 20 BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 800:00 FEET;
€psi 26 2� - =.40
\ _..,::_.: • 0 15,056 SF 50' BUFFER
CERTIFICATE OF THE SURVEYOR 77.91 $7.5.0 87.50' 66.50' O I EASEMENT ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04 51' 00' FOR AN ARC DISTANCE
ORDINANCE NO. OF 67.72 FEET (CHORD BEARS: N 08' 04' 26' E -67.70 FEET) TO THE END OF SAID CURVE;
STATE OF TEXAS 1 '
COUNTY OF BRAZOS
eD 2 5' 2012-3398 n N 10' 29' 56" E FOR A DISTANCE OF 9.98 FEET;
r;,�;_ `; `? `- - N PAE O 1 15' PUE O 1 15' PUE O 1 O - - - - - -
I, Brod Kerr, Registered Professional. Land Surveyor No. 450 m th ate of Texas, hereby certify that _, j = _ ii ' _ _- -- \ I N I I N I Nfi 1 25 24 W ^' 1 82.42 S 79 30' 04" E FOR A DISTANCE OF 67.95 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A
this plat is true and correct and Was prepared from an al y of roperty and that the I r r r ( RADIUS of 25:00 FEET;
property markers and monuments were placed under m Pa. ' io he round. \
•- r- •- M ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 87 30' 00' FOR AN ARC DISTANCE OF 36.00 FEET
BLOCK 5 CHORD BEARS: N 59. 14' 56' E -32.97 FEET) TO THE END OF SAID CURVE;
R.P.L.S. Na. 4502 - • _ __ _ _ - - - LOT 32 t t z BLOCK 5 ( BLOT 2 6 to
s 79. 30.04' E FOR A DISTANCE OF 57.01 FEET;
PROPERTY BOUNDARY
RIGHT OF WAY
LOT LINE
- PROPOSED PUBLIC UTILITY EASEMENT (P.U.E)
COMMON AREA
- - - - - -
- - - - - - - - PROPOSED PUBLIC DRAINAGE EASEMENT (P.D.E)
- • - PROPOSED PRIVATE DRAINAGE EASEMENT (Pr.D.E)
- • • - • • - • • - • • - • • - • • - • • - • • - PROPOSED PUBLIC ACCESS EASEMENT (P.A.E.)
- -• - EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
EXISTING PHASE LINE
- - - - - - ---• - -- - - EXISTING PUBLIC DRAINAGE EASEMENT
O PROPERTY CORNER
51, •o �k •'til
•G•,JPOO d ^GJ94 iD J0000
BRAD I EiIR
OT �6Q 90 '.CeiO 0664+i•>:i
4502
w U i iti,��1--�
CER FICATE OF P NTNG AND ZONING GOMISSION
I, Chairman of the Planning and Zoning Cqpukission of the City o "College
SSta on Tex s, hereby certify that the attached plat was duly approv by a Commissifo the
a
y -yni
Ch `rma 11
CERTIFICATE OF CITY ENGINEER
�
I, aV 2t [_ City Engineer of the City of College Station, Texas, hereby certify that this
Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station,
Texas.
City Engineer
NOT TO SCALE
VICINITY MAP
PROJECT
LOCATION
10' PUE ti, \ 15 301 SF w 1 LOT 31 w I LOT 30 W I LOT 29 N i
t r,' ` \ (TYP.) \ [D I 15 050 SF to 15 050 SF 0 15,781 SF S to 29' 56' W FOR A DISTANCE OF 175.00 FEET;
_ _ -:` _ _ 1z ►�15.292 SF v`� S 79.30.04' E FOR A DISTANCE OF 301.96 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING
A RADIUS OF 1555.50 FEET;
•p+. �!3 \ M N7 15' PUE ^ - - - _ ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18' 13' 39" FOR AN ARC DISTANCE
o N57• 22'42 "VI/ - - ' • OF 504.39 FEET' (CHORD SEARS: S 70' 23' 15' E -502.27 FEET) 0 THE END OF SAID CURVE;
601 001 bol 179.85
1 N 10' PIE N 20' PUE N S 61' 16' 25" E FOR A DISTANCE OF 112.96 FEET;
J Z I O Z i (T�) Z i 10`; ^ 10' PUE
I (n'P•) S 28' 43' 35" W FOR A DISTANCE OF 136.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING
_ \ �� \ 25:00 FEET;
r -- ; : R- LOT 22 LICK
1.62 87.50' 87.50' - 82.32 ' - DISTANCE
_ _ _ _ 1 LOT 2 N 1 PARK
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF O oo' O FOR AN ARC
L27 - -/ - - - - - - - of 39.27 FEET (CHORD BEARS: S 73. 43' 35' W 35.36 FEET) TO THE END OF SAID CURVE;
' 8.61' 9.57' N61' 25' 24"W 278.94' s 2a 43' 35' W FOR A DISTANCE OF 50.00 FEET.
�o
�= Q., i r in ;i s _ _ - \\ I d - ' S 61' 16' 25" E FOR A DISTANCE OF 320.10 FEET 0 THE BEGINNING OF A CLOCKWISE CURVE HAVING
- t` - A RADIUS OF 25.00 FEET-.
CERTIFICATE OF THE COUNTY CLERK 20', PrDE S`3.S' LOT 28 20' PUE �/ N5O• 06' 22„- ��_ - ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 51' 01" FOR AN ARC DISTANCE
20 PUE % % F of w '� �� ' OF 39.20 FEET (CHORD BEARS: S 16' 20' 55" E -35.31 FEET) TO THE END OF SAID CURVE;
STATE OF TEXAS \ \04„ 17,019 S 80.53
CO NTY OF BRAZOS \ F / / ' S 61' 07. 26" E FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A
r i� RADIUS OF 25.00 FEET;
i, County Clerk, in and for said county, do hereby certify \s
that this pi t ogether with its ce tes of authentication was filed for record in my ` , 00 ^/ LOT 23 ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 08' 59' FOR AN ARC DISTANCE
VA p,,�t \ 6`9 ' ' OF 39.34 FEET (CHORD BEARS: N 73' 39' 05- E -35.40 FEET) TO THE END OF SAID CURVE;
office the L'� day of 20 �' in the Deed Records of Brazos \ �i a; 16 019 SF \y -
County, Texas, in Volume Page 2. \ / O� M S 61' 16' 25" E FOR A DISTANCE OF 4.74 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A
/ J \V RADIUS OF 25.00 FEET;
WITNESS my hand and official Seal, at my office in Bryan, Texas. k,, N/F
/V4S• �'� ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48' 11' 23" FOR AN ARC DISTANCE
? BLOCK 5 , 32. THE CITY OF OF 21.03 FEET (CHORD BEARS: S 37' 10' 44" E - 20.41 FEET TO THE END OF SAID CURVE AND THE
/ tJ�34 C COLLEGE STATION BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 50.00 FEET;
LOT 27 / �/ - / REMAINDER OF
County Clerk I• \ 17,209 SF - N X84.6)p• CALLED 1265.37 ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117 42' 09' FOR AN ARC DISTANCE
OF 102.71 FEET CHORD BEARS: S 71' 56 07 E -85.58 TO THE END OF SAID
=' I = -f; ! =:~ = Brazos County, Texas L28 10' PUE CURVE;
M ACRE TRACT (
�i9 / h '`� LOT 24 / 488/756 S 81. 16' 25' E FOR A DISTANCE OF 99.93 FEET TO THE POINT OF BEGINNING CONTAINING 22A63
=� - • --
-= -.-- - _ �S� , COMMON AREA 8 & ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND FEBRUARY 2015. BEARING SYSTEM
,-: - : _.._:.,,-.'_„ „ Man p o � 15,270 SF
' - "" "' " -" SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPs OBSERVATION.
7.}i -_a \ 50 BUFFER
_ .. _. _ _ _ _ _ _ _ - - _.. _- C el� PRIVATE DRAINAGE o EASEMENT CITY
iiT:.. / N
ORDINANCE N0.
EASEMENT \ / � / q' 2012-3.
Nog• 32
2.426 AC. % 47:.w
i• _, CD M
`. _ `''
PUE
? U 4.6 '
(WIDTH VARIES)
/ O
__
LOT 25
2� 20' PUE
20' PUE 17,567 SF (TYP.) -�-1
^/
Curve Table Curve' Table `
CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION m
TDI - BROOKS /
DEVELOPMENT, LLC /
REMAINDER OF
63.187 ACRE TRACT
VOL. 12537, PG 141
ADDITIONAL NOTE: /
COORDINATES AND BEARING SYSTEM SHOWN HEREON ARE NAD83 (TEXAS
STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED
COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT
CS94-257 AND AS ESTABLISHED BY GPS OBSERVATION.
DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED.
TO OBTAIN SURFACE DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF
1.00009122242 (CALCULATED USING GEOIDI2B).
W
60 30 0 60
SCALE IN FEET
FIN -AL PLAT
THE CROSSING AT
LICK CREEK PHASE 2
22.063 ACRES
S.W. ROBERTSON SURVEY LEAGUE, A-202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
COMMON AREAS 6 & 8
43 LOTS
SCALE 1" = 60'
JUNE, 2016
OWNER/DEVELOPER: SURVEYOR: ENGINEER:
CDI-Brooks Developments, LLC Brad Kerr, RPLS No. 4502 IRLSchultz Engineering, LLC
14391 S. Dowling Road Ken Surveying, LLC
College Station, TX 77845 409 N. Texas Ave. TBPE NO. 12327
(979) 220-3804 Bryan, TX 77803 911 SOUTHWEST PKWY E.
(979) 268-3195 College Station, Texas 77840
(979) 764-3900
Cl
521.65'
1295.61'
023'0439'
264.51 518.33'
S40'OS'04'W
cis
21.03'
25.00'
0461123'
11.18'
20.41'
S3T10'44"E
C2
17.55'
225.00'
004'28'11'
8.78'
17.55
S5621'05'W
C19
102.71'
50.00'
11742'09"
82.73'
85.58•
S71'56'07"E
C3
77.86'
175.00'
02529'32'
39.59'
77.22'
S73'19'57"W
C20
104.72'
800.00'
OOT3O'OO'
52.43'
104.65'
N1414'56"E
C4
39.08'
25.00'
089'33'32'
24.81'
35.22'
N4WOB'32'W
C21
67.55'
225.00'
OIT12'09'
34.03'
67.30'
N01'53'51"E
C5
104.44'
275.00'
021'45'38"
52.86'
103.62'
Nl.Tl V35"W
C22
1 31.76'
25.00'
07747'51'
18.43'
29.67'
N4TOB'O9-W
C6
6.83'
75.00'
00512'55'
3.42'
6.82'
N8706'31"W
C23
453.33'
1425.00'
018'13'39"
228.60'
451.42'
N70'23'15'W
C7
52.97'
25.00'
121.24'25"
44.56'
43.60'
S3434'491W
C24
437.43'
1375.00'
018'13'39'
220.58'
435.58'
S70'23'15'E
CB
175.77'
275.00'
036'37'20'
91.01'
172.80'
N07*48'44"W
C25
39.27'
25.00'
090'00'00"
25.00'
35.36'
S73'34.36W
C9
39.27'
25.00'
091700'00'
25.00'
35.36'
N3430'04"W
C26
28.98'
25.00'
066'25'19-
16.37'
27.39'
N28.12.45 -W
C10
39.66'
25.00'
090'53'43-
25.39'
35.63'
N55'03'04'E
C27
233.40'
50.00'
26727'41-
52.27'
72.26'
S51'16'04'W
C11
55.22'
800.00'
003'57'17'
27.62'
55.21'
NOT37'34"E
C28
9.18'
25.00'
021'02'22"
4.84'
9.13'
S71'56'35"E
C12
67.72'
800.00'
00451'00'
33.88'
67.70'
NWOV26'E
C29
39.27'
25.00'
090'00'00"
25.00'
35.36'
SIT25'24'E
C13
36.00'
25.00'
082'30'00-
21.92'
32.97'
N5WI4'56-E
C30
159.35'
575.00'
015.52'43-
80.19'
158.84'
S36'30'57'W
Ci4
504.39'
1585.50'
018.13'39"
254.34'
1 502.27'
S70'23'15'E
C31
49.27'
175.00'
016'07'52-
24.80'
49.11'
S5731'15'W
C15
39.27'
25.00'
090'00'00"
25.00'
35.36'
S7Y43'35'W
C32
45.79'
225.00'
011'39'41"
22.98'
45.72'
N50'17'10'E
C16
39.20'
25.00'
089'51'01"
24.93'
35.31'
S16'20'55"E
C33
173.21'
625.00'
01552.43'
87.16'
172.66'
30'57"E
C17
39.34'
25.00'
090'08'59"
25.07'
35.40'
N73'39'05"E
C34
501.69-11245.61-
023'04'37"
254.29'
498.31'
S',t �iB'05'W
TDI - BROOKS /
DEVELOPMENT, LLC /
REMAINDER OF
63.187 ACRE TRACT
VOL. 12537, PG 141
ADDITIONAL NOTE: /
COORDINATES AND BEARING SYSTEM SHOWN HEREON ARE NAD83 (TEXAS
STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED
COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT
CS94-257 AND AS ESTABLISHED BY GPS OBSERVATION.
DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED.
TO OBTAIN SURFACE DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF
1.00009122242 (CALCULATED USING GEOIDI2B).
W
60 30 0 60
SCALE IN FEET
FIN -AL PLAT
THE CROSSING AT
LICK CREEK PHASE 2
22.063 ACRES
S.W. ROBERTSON SURVEY LEAGUE, A-202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
COMMON AREAS 6 & 8
43 LOTS
SCALE 1" = 60'
JUNE, 2016
OWNER/DEVELOPER: SURVEYOR: ENGINEER:
CDI-Brooks Developments, LLC Brad Kerr, RPLS No. 4502 IRLSchultz Engineering, LLC
14391 S. Dowling Road Ken Surveying, LLC
College Station, TX 77845 409 N. Texas Ave. TBPE NO. 12327
(979) 220-3804 Bryan, TX 77803 911 SOUTHWEST PKWY E.
(979) 268-3195 College Station, Texas 77840
(979) 764-3900