HomeMy WebLinkAboutUniversity Heights Ph4- -
I I J I I I I I I 1! 1 J I I I CO.*ONj
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- - N UNIVERSITY HEIGHTS
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SUBDIVISION
ZPHASE 3 ( 1 o
NOT PLATTED
BCS ROCK D _ 1 - m - _ - 11873/235
PRAIRIE LP K - - - - I - - - - - UNIVERSITY HEIGHTS
10914/118
ZONED RS
1P
15
PU
I ---F- -� SUBDIVISION /
v SEE COMMON AREA 9 AND ' PHASE 1
I t
INSET A- Kenyon Drive PUBLIC DRAINAGE 1 10517/276
EASEMENT I I Kenyon Drive
50' ROW - 27' B-8 PAVEMENT WIDTH 7 5, 7.5'
/ 20' PUE 15' PUE PDE PDE PUE 50' ROW - 27' B -B PAVEMENT WIDTH
s
- - GZ � Z 25' E - 65' N42" 25' 22'E - 474.28' 3.36
?.4 37.50' 37.50' 30.00' 30.00' 30.00' 37.50' 37.50' 30.60' 30.00' 30.00' I
Public Alley v 24J4' 37.50 5100 50 30.00 37.50 34.7 �J 142.03 00 312'.25 73�
_ 20' PAVEMENT WIDTH 80, ' - r_ 79a,
24' ROW ,
E_ .' c' 0 0 0 0 0 0 0 0 0 0 o Ia oI b o o� '--- -�.-� ----- ------�--._
A N ui ori 0 0 u7 0 ori o 0 0 0 0 , I S42- 25' 22"W 454.31 -�
PUE ' - - r - -L(i T r I � ) r OMIMON b. I C2 1 \
TTT"' WIDTH T ( '-I 7 15' PUE
--,
VARIES Z t t t t i t Z Z 12 Z 13 Z 14 1 Z 21 15 Z 16 Z 17 Z �/ LEGEND
�' 2I 3' �I 4 3) 51 6I 7 �I 8 �I 9) 101 111 AC
SII I �I II 10.104
E PUE WIDTH J M MI M M 00 M °D 0 0 c0 0 1 1 ap oa 7 5' ' PUE WIDTH N N D
VARIES I _ I I I I MI MI MI �I MI ►�I �II� �I ►SII PUE 1 �� U�
VARIES
/r 20' PUE 4
M M M M M M rrI M M M I 10' ' �O
PUE /V
BLO 11 Z Z Z Zl Z Z Z
'
UNIVERSITY HEIGHTS
SUBDIVISION
PHASE 1
10517/276
r
I I
I
20' PUE I I
7367/53
15' PUE
(14321/233)
GJ. V J
ROW /
DEDICATION /
0.003 ACRES
(135 SQ FI') /
/
11-
5' PUBLIC
ACCESS /
EASEMENT
h °j
M TEMPORARY ACCESS 2 �LOT 1
p � N' (10500/209) / �(P
7 BLOCK 12
D d �W "� 5.142 ACRES / �3
m C
CV r.yl
o � IO i0'
n /
1
' 1 50' PIPELINE / �r�
IZi
EASEMENT 20' WELLBORN SPECIAL / o0
PRIVATE UTILITY DISTRICT EASEMENT /
Ci DRAINAGE 3645/296
EASEMENT '50 25 0 50
15' PUE 15' PUEI/SCALE IN FEET
f --
-
0.00 30.00 37.50 37.50 'An nn, 30.00 30.00' 37.50 37.50
30.00
,I 1 ,
30.00 30.0.0 37.50 37.50 30.00
28.95
18.79'
N10' 39' 25"W
L2
�,
�/ 1
N64' 35' 45'E
►
Public Alley S42' 25' 'Ili► _
N67' 55' 35'E
L4
1.30'
�
14.7
v / ,
42.84'
V 113N
L6
18.10'
PRIV22-
PARKING
24' ROW - 20' PAVEMENT WIDTH EASEMENT N42" 25' 2TE _ 479.67'
L7
20' ,
PrDE 5.00
S11' 53' 43"E
'
I
�
N47' 34' 38'W
/
30.16'
N47' 34' 38'W
L10
71.55'
N11' 53' 43'W
L11
2.63'
S11'
L24
17.10'
LOT 1
C5
48.94'
25.00'
11710'23'
37.18
'41.49'
EXPLORER PIPELINE
C6
34.50'
0.609 ACRES
011'17'45'
17.31
34.45'
T,-1 jt2
C7
34.52'
25.,00'
O7TO7'23'
20.65
BLOCK 11
NOZ51'41'E
- ,-- -
�, 268.88 �-
-
- -
40.12- �.00'� 49.67'
02530'13'
39:60
77.25'
N55'10'29°E
C9
44.41'
.t
PARKING COMMON AREA $ PRIVATE
22'
/
S38'28'41'E
010
1
doh
fo
/
33.40
'40.03'
DRAINAGE
EASEMENT EASEMENT CD
PRIVATE 0.869 ACRES
PRIVATE
PARKING
u7 P PRIVATE
15' PUE
/� '
;
j
20' PRIVATE DRAINAGE
C12
41.95'
DRAINAGE J
EASEMENT (DETENTION POND, AMENITIES &PARKING)
EASEMENT
J DRAINAGE
DRAINAGE
EASEMENT
$
U
C13
'`0
EASEMENT
03055'13'
8.35'
' 15.83'
N2TO7'01'W
C14
39.27'
25.00'
090'oo00'
25.00'
35.36'
170.76
C15
268.88'
25.00'
05419'05'
g
2282'
S15'15'50'W
C16
29.47'
125.00'
013'30'32'
-.
129.40'
S18'38'59'E
-
41.26'
175.00'
013'30'32'
20.73
UNIVERSITY HEIGHTS
SUBDIVISION
PHASE 1
10517/276
r
I I
I
20' PUE I I
7367/53
15' PUE
(14321/233)
GJ. V J
ROW /
DEDICATION /
0.003 ACRES
(135 SQ FI') /
/
11-
5' PUBLIC
ACCESS /
EASEMENT
h °j
M TEMPORARY ACCESS 2 �LOT 1
p � N' (10500/209) / �(P
7 BLOCK 12
D d �W "� 5.142 ACRES / �3
m C
CV r.yl
o � IO i0'
n /
1
' 1 50' PIPELINE / �r�
IZi
EASEMENT 20' WELLBORN SPECIAL / o0
PRIVATE UTILITY DISTRICT EASEMENT /
Ci DRAINAGE 3645/296
EASEMENT '50 25 0 50
15' PUE 15' PUEI/SCALE IN FEET
f --
' NOTES:
15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY
S4 51' 42'IN -567.54'
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT
_ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT
LIM
NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND
l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF
METES AND BOUNDS DESCRIPTION x I I I I
1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141,
OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS.
s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION /
CRAWFORD N, BRAZOS
LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN
COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999,
I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL
THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS.
BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET
FIRE PROTECTION REQUIREMENTS.
Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS
REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED
/I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246,
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS.
BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J
(FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE
NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF
THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive
THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I
A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH
COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN
OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S
420 51'42" W FOR A DISTANCE OF 662.47 FEET;
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE /
/ \
FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR
N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
175.00 FEET; STATE OF TEXAS STATE OF TEXAS
COUNTY OF BRAZOS COUNTY OF BRAZOS / \
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD
BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor
9 y No. 02, in the State of / j \
8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared
S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10
DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive
PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \
50' ROW - 27' 8-B
all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH
THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \
ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04
TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \
ST E �y <_ -•
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74'
p � Public Alley
�� _ \
SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva,
By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J
N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80'
Ke ny Melesky, Presid nt a� asXi2 1 a y'
° `' 'S / N42' 25' 22"E 56_58' -
N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
�i j bQ S o� a y��'
15.00 FEET;
SU
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20
BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT
CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS
BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I
HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _
Melesky, known to me to be the person whose name is subscribed to the -
ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for -
y said county, do
BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3
hereby certify that this plat together with its certificat s of authentication I 15' PUE
N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2
25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, '
Page �S� J o
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD
BLOCK 11 /
BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I
VARIES
o a -
N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• /
THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D
HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas
ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk
=e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z
OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES �
CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919
BLOCK 11 a
'neon$
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD
BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE;
CERTIFICATE OF CITY ENGINEER
N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //���
175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION
Texas, hereby certify that this Subdivision Plat conforms to the requirements �j
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning
BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached
plat was dul[.aReroved by the Commis ion on the 1W day of C
N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20
CORNER OF THIS HEREIN DESCRIBED TRACT;
City Engineer \
THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 /
POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER
2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man
INSET "A"1 11=2011
7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
18.79'
N10' 39' 25"W
L2
50.00'
N64' 35' 45'E
L3
2212'
N67' 55' 35'E
L4
1.30'
S6T 55' 35'W
L5
42.84'
S2' 34' 38'E
L6
18.10'
S11- 53' 43-E
L7
71.55'
S11' 53' 43"E
L8
30.56'
N47' 34' 38'W
L9
30.16'
N47' 34' 38'W
L10
71.55'
N11' 53' 43'W
L11
54.68'
S11'
L24
17.10'
S47
�34V;31
' NOTES:
15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY
S4 51' 42'IN -567.54'
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT
_ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT
LIM
NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND
l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF
METES AND BOUNDS DESCRIPTION x I I I I
1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141,
OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS.
s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION /
CRAWFORD N, BRAZOS
LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN
COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999,
I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL
THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS.
BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET
FIRE PROTECTION REQUIREMENTS.
Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS
REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED
/I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246,
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS.
BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J
(FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE
NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF
THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive
THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I
A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH
COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN
OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S
420 51'42" W FOR A DISTANCE OF 662.47 FEET;
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE /
/ \
FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR
N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
175.00 FEET; STATE OF TEXAS STATE OF TEXAS
COUNTY OF BRAZOS COUNTY OF BRAZOS / \
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD
BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor
9 y No. 02, in the State of / j \
8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared
S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10
DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive
PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \
50' ROW - 27' 8-B
all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH
THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \
ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04
TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \
ST E �y <_ -•
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74'
p � Public Alley
�� _ \
SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva,
By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J
N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80'
Ke ny Melesky, Presid nt a� asXi2 1 a y'
° `' 'S / N42' 25' 22"E 56_58' -
N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
�i j bQ S o� a y��'
15.00 FEET;
SU
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20
BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT
CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS
BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I
HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _
Melesky, known to me to be the person whose name is subscribed to the -
ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for -
y said county, do
BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3
hereby certify that this plat together with its certificat s of authentication I 15' PUE
N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2
25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, '
Page �S� J o
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD
BLOCK 11 /
BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I
VARIES
o a -
N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• /
THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D
HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas
ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk
=e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z
OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES �
CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919
BLOCK 11 a
'neon$
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD
BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE;
CERTIFICATE OF CITY ENGINEER
N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //���
175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION
Texas, hereby certify that this Subdivision Plat conforms to the requirements �j
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning
BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached
plat was dul[.aReroved by the Commis ion on the 1W day of C
N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20
CORNER OF THIS HEREIN DESCRIBED TRACT;
City Engineer \
THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 /
POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER
2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man
INSET "A"1 11=2011
7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED
UNE TABLE
UNE #
LENGTH
DIRECTION
L13
2200'
N4T 34' 381W
L14
22.00'
N4T 3e 38'00
L15
53.77'
N4T 34' 38'00
LIS
53.76'
N47' 34' 38'W
L17
75.73'
S47' 34' 38'E
L18
35:64'
S47' 3e 38*E
1-19
65.18'
N4T 34' 38"W
L20
9.56'
N42' 25' 22"E
L21
12.42'
N2' 34 387W
L22
,9.36•
S4V 25' 22'W
L23
23 69'
N4T 34' 3800
L24
17.10'
N4T 34' 38'W
' NOTES:
15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY
S4 51' 42'IN -567.54'
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT
_ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT
LIM
NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND
l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF
METES AND BOUNDS DESCRIPTION x I I I I
1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141,
OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS.
s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION /
CRAWFORD N, BRAZOS
LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN
COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999,
I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL
THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS.
BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET
FIRE PROTECTION REQUIREMENTS.
Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS
REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED
/I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246,
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS.
BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J
(FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE
NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF
THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive
THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I
A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH
COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN
OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S
420 51'42" W FOR A DISTANCE OF 662.47 FEET;
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE /
/ \
FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR
N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
175.00 FEET; STATE OF TEXAS STATE OF TEXAS
COUNTY OF BRAZOS COUNTY OF BRAZOS / \
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD
BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor
9 y No. 02, in the State of / j \
8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared
S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10
DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive
PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \
50' ROW - 27' 8-B
all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH
THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \
ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04
TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \
ST E �y <_ -•
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74'
p � Public Alley
�� _ \
SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva,
By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J
N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80'
Ke ny Melesky, Presid nt a� asXi2 1 a y'
° `' 'S / N42' 25' 22"E 56_58' -
N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
�i j bQ S o� a y��'
15.00 FEET;
SU
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20
BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT
CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS
BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I
HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _
Melesky, known to me to be the person whose name is subscribed to the -
ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for -
y said county, do
BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3
hereby certify that this plat together with its certificat s of authentication I 15' PUE
N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2
25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, '
Page �S� J o
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD
BLOCK 11 /
BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I
VARIES
o a -
N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• /
THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D
HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas
ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk
=e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z
OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES �
CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919
BLOCK 11 a
'neon$
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD
BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE;
CERTIFICATE OF CITY ENGINEER
N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //���
175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION
Texas, hereby certify that this Subdivision Plat conforms to the requirements �j
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning
BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached
plat was dul[.aReroved by the Commis ion on the 1W day of C
N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20
CORNER OF THIS HEREIN DESCRIBED TRACT;
City Engineer \
THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 /
POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER
2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man
INSET "A"1 11=2011
7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED
20. THE SINGLE FAMILY PARKING REQUIREMENTS OPTION SELECTED
BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL
Curve Table
BE PROVIDED AS REQUIRED BY M.
ALSO, PARKING HAS BEEN REMOVED FROM ONE SIDE OF THE
CURVE III
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
420'
175.00'
001'22'35'
210'
4.20'
N4626'1 1'W
C2
17.03'
15.00'
085'02'35'
9.56'
16.13'
N21'51'53E
C3
28.80'
50.00'
033'OO'10'
14.81
28.40'
N3753'05E
C4
9.18'
25.00'
021'0222'
4.64'
9.13'
N31'54'11'E
C5
48.94'
25.00'
11710'23'
37.18
'41.49'
S81'29'26E
C6
34.50'
175.00'
011'17'45'
17.31
34.45'
N31 -03'08V
C7
34.52'
25.,00'
O7TO7'23'
20.65
31.85'
NOZ51'41'E
C8
77.90'
175.00'
02530'13'
39:60
77.25'
N55'10'29°E
C9
44.41'
175.00'
014'3224'
22.32
44.29'
S38'28'41'E
010
46.41'
25.00'
10622'08'
33.40
'40.03'
S84'23'34E
C11
76.97'
4940'
O90'00.00'
49:00'
69.30'
N87 -25'22"E
C12
41.95'
25.00'
09508'28'
27.83'
137.20'
NW21*OWE
C13
16.11'
25.00'
03055'13'
8.35'
' 15.83'
N2TO7'01'W
C14
39.27'
25.00'
090'oo00'
25.00'
35.36'
SST2W22'W
C15
23.70'
25.00'
05419'05'
12.83
2282'
S15'15'50'W
C16
29.47'
125.00'
013'30'32'
14:80
129.40'
S18'38'59'E
C17
41.26'
175.00'
013'30'32'
20.73
41.16'
N18'38'59'W
078
76.86'
125.00'
03513'46'
39:69
75.65'
Norw3r"W
C19
67.64'
110.00'
O35'13'46'
34.93-
66.58'
S2T30'36'E
C20
43.69'
190.00'
013'10'25'
21.94
43.59'
S18'28'55'E
C21
71.22'
160:00'
02530'13'
36.21
70.63'
S551O'29'W
C22
57.24'
198.46'
01631'30'
28.82
57.04'
N4132'02'W
C23
69.29'
138.41'
028'40'53'
35.39
68.57'
N1T54'56'W
C24
89.81'
169.50'
030'21'29'
45:98
88.76'
N11'4V50'E
C25
76.73'
149.50'
029'24'24'
39.23'
75:89'
N11'28'OrE
C26
59.40'
118.41'
028'44'34'
30.34
58.78'
N1T4VOO'W
C27
51.67'
178.46'
016-35'18'
2642
51.49'
N41'3724`W
C28
39.75'
25.00'
091'05'57'
25.48'
35.69'
S6T37.23-E
' NOTES:
15. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY
S4 51' 42'IN -567.54'
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH THE LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
AS ESTABLISHED FROM G.P.S. OBSERVATION. LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT
_ IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
3. IRON RODS WILL BE SET AT ALL ANGLE POINTS AND. LOT
LIM
NOT O8' 3 °'W ^' 2� .22' 20' PUE - CORNERS, UNLESS STATED OTHERWISE. 16. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND
l MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7367/53 1 1 i 4 FLOODPLAIN NO N ACCORDING OF THIS �TOTTHE F.le E M.A. FLOOD INSURANCE 17. BLANKET EASEMENT EXECUTED BY F.N. GERMAN TO CITY OF
METES AND BOUNDS DESCRIPTION x I I I I
1 I RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, BRYAN, DATED JANUARY 12, 1950, RECORDED IN VOLUME 141,
OFA N v; (( MAP NO. 48041 CO305F, EFFECTIVE DATE: JULY 31, 2012. PAGE 475, DEED RECORDS OF BRAZOS COUNTY, TEXAS.
s.959ARNET LEAACT LAS PALOMAS SUBDIVISION I 1 I LAS PALOMAS SUBDIVISION /
CRAWFORD N, BRAZOS
LEAGUE, , T 7367/53 I 1 v "d 5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE 18. EASEMENT EXECUTED BY DAVID S. BORSAK TO WELLBORN
COLLEGE STATION, BRAz05 COUNTY, TEXAS I I W, 7367/53 / WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WIU_ BE SPECIAL UTILITY DISTRICT, DATED FEBRUARY 12, 1999,
I I ZONED R I l i , ZONED R / DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION RECORDED IN VOLUME 3645, PAGE 296, OFFICIAL RECORDS OF
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN I ( � D tD I SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL
THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT I I I m �� I I BRAZOS COUNTY, TEXAS.
BEING THE REMAINDER OF A CALLED 39.873 ACRE TRACT AS DESCRIBED BY A DEED TO MJBS HOLLEMAN LTD. rn I I I ( / PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET
FIRE PROTECTION REQUIREMENTS.
Z 19. TEMPORARY BLANKET UTILITY EASEMENT EXECUTED BY MJBS
REED IN VOLUME 10052, PAGE 256 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. - -� � � / HOLLEMAN, LTD. TO CITY OF COLLEGE STATION, TEXAS, DATED
/I 6. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE OCTOBER 26, 2011, RECORDED IN VOLUME 10420, PAGE 246,
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: o PROVIDED PER CITY STANDARDS. OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS.
BEGINNING AT A '% INCH IRON ROD FOUND IN OCTOBER 2011 ON THE SOUTHWEST LINE OF HOLLEMAN DRIVE \ J
(FORMERLY KNOWN AS JONES -BUTLER ROAD) MARKING THE EAST CORNER OF SAID 39:873 ACRE TRACT AND THE
NORTH CORNER OF LAS PALOMAS SUBDIVISION ACCORDING TO THE PLAT RECORDED IN VOLUME 7367, PAGE 53 OF
THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; Paloma Ridge Drive
THENCE: S 420 51142" W ALONG THE COMMON LINE OF SAID 39.873 ACRE TRACT AND LAS PALOMAS SUBDIVISION FOR I
A DISTANCE OF 567.54 FEET TO THE SOUTHWEST LINE OF LOS PORTALES DRIVE (50' R.O.W.) AND THE EAST CORNER OF 50' ROW - 27' B -B PAVEMENT WIDTH
COMMON AREA #4, UNIVERSrrY HEIGHTS, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME 10517, PAGE 276
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A '/2 INCH IRON ROD FOUND IN
OCTOBER 2011 MARKING THE COMMON CORNER OF SAID COMMON AREA #4 AND LAS PALOMAS SUBDIVISION BEARS: S
420 51'42" W FOR A DISTANCE OF 662.47 FEET;
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID COMMON AREA FOR THE /
/ \
FOLLOWING CALLS: CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR
N 470 0712911 W FOR A DISTANCE OF 165.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
175.00 FEET; STATE OF TEXAS STATE OF TEXAS
COUNTY OF BRAZOS COUNTY OF BRAZOS / \
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF Ol° 22' 35" FOR AN ARC DISTANCE OF 4.20 FEET (CHORD
BEARS: N46°26'11"W-4.20 FEET) TO THE END OF SAID CURVE; I, Kenny Melesky, President of KGM RENTAL, LLC, owner and developer of the 1, Brad Kerr, Registered Professional Land Surveyor
9 y No. 02, in the State of / j \
8.959 acre tract shown on this plat, and designated herein as University Texas, hereby certify that this plat is true and corse and was prepared
S 42° 25' 43" W FOR A DISTANCE OF 667.41 FEET TO THE NORTHEAST LINE OF A CALLED 208 .523 ACRE TRACT AS Heights, Phase 4, Subdivision to the Cit of College p p BLOCK 10
DESCRIBED BY A DEED TO INDIVISA CORPORATION RECORDED IN VOLUME 3812, PAGE 320 OF THE OFFICIAL Y ge Station, Texas, and whose from an actual survey of the property and that erty markers and Kenyon Drive
PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND THE WEST CORNER OF SAID COMMON AREA; name Is subscribed hereto, hereby dedicate to the use of the public forever monuments were placed under my supervision a ground. / / y \
50' ROW - 27' 8-B
all streets, alleys, parks, greenways, infrastructure, easements and public ____ PAVEMENT WIDTH
THENCE: N 481 49' 10" W ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID 208.523 places thereon shown for the purpose and consideration therein expressed. All �A \
ACRE TRACT FOR A DISTANCE OF 174.72 FEET TO THE SOUTH CORNER OF UNIVERSITY HEIGHTS, PHASE 3, ACCORDING such dedications shall be in fee simple unless expressly provided otherwise. p� v R. L.S..No. 4502 04
TO THE PLAT RECORDED IN VOLUME 11873, PAGE 235 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; OF T� / \
ST E �y <_ -•
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 39.873 ACRE TRACT AND SAID PHASE 3 AND ALONG THE KGM REN ALS ��e q��' p ` a; 24.74'
p � Public Alley
�� _ \
SOUTHEAST LINE OF AN EXISTING PUBLIC ALLEY AND KENYON DRIVE (50' RO.W.) FOR THE FOLLOWING CALLS; ems®oa°e°aoauaca°,a°weva,
By oe°ameBRA d us cs°Sona°' 24' ROW 2o' PAVEMENT WIDTH J
N 360 16'54" E FOR A DISTANCE OF 144.28 FEET; 3.80'
Ke ny Melesky, Presid nt a� asXi2 1 a y'
° `' 'S / N42' 25' 22"E 56_58' -
N 100 39'25" W FOR A DISTANCE OF 18.79 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF
�i j bQ S o� a y��'
15.00 FEET;
SU
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 650 02' 35" FOR AN ARC DISTANCE OF 17.03 FEET (.CHORD / , L20
BEARS: N 21° 51'53" E - 16.13 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE ' �4'E 3.96'-/PUE VARIES DTT
CURVE HAVING A RADIUS OF 50:00 FEET; STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 330 00' 10" FOR AN ARC DISTANCE OF 28.80 FEET (CHORD COUNTY OF BRAZOS
BEARS: N 37° 53' 05" E - 28.40 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE Before me, the undersigned authorit on this da STATE OF TEXAS I
HAVING A RADIUS OF 25.00 FEET; 9 y, y personally appeared Kenny COUNTY OF BRAZOS _
Melesky, known to me to be the person whose name is subscribed to the -
ALONG SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 210 02' 22" FOR AN ARC DISTANCE OF 9.18 FEET (CHORD foregoing instrument, and acknowledged to me that he executed the same for I, Count Clerk in and for -
y said county, do
BEARS: N31'54'11" E -9.13 FEET) TO THE END OF SAID CURVE; the purpose and consideration therein stated. 3
hereby certify that this plat together with its certificat s of authentication I 15' PUE
N 420 25'22" E FOR A DISTANCE OF 529.65 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF Give•�, under my hand and seal on this 1 `k da. of �� was sled for record in my office the day of 04e�rM6,ar . I 2
25.00 FEET; 201-r y 20 in the Deed Records of Brazos County, Texas, in Volume (�t3'tt� ' c1 N Z, '
Page �S� J o
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1120 10' 23" FOR AN ARC DISTANCE OF 48.94 FEET (CHORD
BLOCK 11 /
BEARS: S 81129'26" E -41.49 FEET) TO TIRE END OF SAID CURVE; WITNESS my hand and Official Seal, at my office in Bryan, Texas. PUE WIDTH I
VARIES
o a -
N 640 35'45" E ACROSS THE RIGHT-OF-WAY OF LOS PORTALES DRIVE (50' RO.W.) FOR A DISTANCE OF 50.00 FEET TO ( C \ L22 A• /
THE NORTHEAST LINE OF LOS PORTALES DRIVE MARKING THE BEGINNING OF A COUNTERCLOCKWISE CURVE D
HAVING A RADIUS OF 175.00 FEET; N tory P blie, Brazos County, Texas
ALONG THE NORTHEAST LINE OF LOS PORTALES DRIVE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE •���"v ""''�. RICtory blit, tate TeXG County Clerk
=e'`�p ��� :Notary Public, State of Texas Brazos County, Texas � LOT 1 Z
OF 110 17145" FOR AN ARC DISTANCE OF 34.50 FEET (CHORD BEARS: N 310 03'08" W - 34.45 FEET) TO THE END OF SAID +„ ; +� Comm. Expires 03-29-2020' ��� U.609 ACRES �
CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; y'F of NatXary ID 1-2,8935,919
BLOCK 11 a
'neon$
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 790 0T 23" FOR AN ARC DISTANCE OF 34.52 FEET (CHORD
BEARS. N 02151'41" E - 31.85 FEET) TO THE END OF SAID CURVE ON THE SOUTHEAST LINE OF KENYON DRIVE;
CERTIFICATE OF CITY ENGINEER
N 420 2512211 E FOR A DISTANCE OF 474.28 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF n- - //���
175.00 FEET; I, �aroI I-- - t W�CCt.�f' City Engineer of the City of College Station, CERTIFICATION OF PLANNING AND ZONING COMMISSION
Texas, hereby certify that this Subdivision Plat conforms to the requirements �j
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25° 30' 13" FOR AN ARC DISTANCE OF 77.90 FEET (CHORD of the Subdivision Regulations of th city of College Station, Texas. I, - `'�`n e Chairman of the Planning and Zoning
BEARS: N 55° 10'29" E - 77.25 FEET) TO THE END OF SAID CURVE; Commission of the City of College Station, hereby ce , ify that the attached
plat was dul[.aReroved by the Commis ion on the 1W day of C
N 670 E 35" E FOR A DISTANCE IB 22.12 FEET TO THE SOUTHWEST LINE OF HOLLEMAN DRIVE AND THE NORTH 41IPr F�P+rl 20
CORNER OF THIS HEREIN DESCRIBED TRACT;
City Engineer \
THENCE; S 22° 04'25" E ALONG THE SOUTHWEST LINE OF HOLLEMAN DRIVE FOR A DLSTANCE OF 401.42 FEET TO THE \1 /
POINT OF BEGINNING CONTAINING 8:959 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND OCTOBER
2011. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. Chaff man
INSET "A"1 11=2011
7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED
20. THE SINGLE FAMILY PARKING REQUIREMENTS OPTION SELECTED
BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL
FOR PHASE 4 IS "VISITOR ALLEY FED OFF STREET PARKING."
BE PROVIDED AS REQUIRED BY M.
ALSO, PARKING HAS BEEN REMOVED FROM ONE SIDE OF THE
8. BUILDING SETBACK LINES WILL BE IN ACCORDANCE WITH THE
STREETS IN THIS SUBDIVISION.
CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE.
21. LOT 1 BLOCK 11 SHALL HAVE COMPACTION OF RLL OR
9. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR
ENGINEERED SLAB FOR LOT AS FILL IS GREATER THAN 2'.
RIGHT -OF -WRY LINES ARE CHORD LENGTHS.
22. CONTRACTOR SHALL NOT DISTURB BACK FILL AND BEDDING OF
10. THIS PLAT IS IN THE STEEPLECHASE SANITARY SEWER IMPACT
EXISTING SANITARY SEWER UNE. IF SIGNS OF LEAKING IS SEEN,
CONTRACTOR MUST CONTACT DEVELOPMENT ENGINEER FOR
FEE AREA.
FURTHER INSTRUCTIONS.
11. ZONING FOR THIS TRACT IS MULTIFAMILY (R-4).
23. BEARING SYSTEM SHOWN HEREON IS BASED ON TEXAS STATE
12. LOTS 2-17, BLOCK 11 SHALL HAVE DRIVEWAY ACCESS ONLY
PLAIN CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS
OBSERVATION.
FROM THE PUBLIC ALLEY
13. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED
24. DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS
OTHERWISE NOTED. TO OBTAIN SURFACE DISTANCES MULTIPLY
ACCORDING TO THE DRAINAGE POLICY AND DESIGN STANDARDS.
BY A COMBINED SCALE FACTOR OF 1:000086582 FOR THIS
14. MAINTENANCE AND OWNERSHIP OF THE COMMON AREAS WILL
PLAT.
BE BY THE HOME OWNERS'. ASSOCIATION (HOA). THE
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTION OF
UNIVERSITY HEIGHTS PHASE 1, VOLUME 10535, PAGE 195 WILL
BE AMENDED TO INCLUDE PHASE 2 AND PHASE 3 BY A
"NOTICE OF ADDITION OF LAND".
Cloy_ 2-k Vol Pg
I_113144L2 OR 14370 150
Filed for Record in:
BRAZOS COUNTY
On: Nov 20r2017 at 13:24P
As a
Plats
Document Number: 01314462
Amount 73.OfI
Receipt Number -- 617473
e9r
Nar-i Garcia
STATE OF TEXAS COUNTY OF BRAZOS
I hereby �_erti€9 that this instrument was
€fled on the date and time stamped hereon bg me
and was dulu recorded in the volume and page
Of the Official Public records of:
BRAZOS COUNTY
as stamped hereon b3 me.
Nov 20x2017
Karen NcQueenr Brazos Counts Clerk
BRAZOS COUNTY
0
UNIVERSITY HEIGHTS
PHASE 4: 5.999 AC]R,E:S
BLOCK 11, LOTS 1 THRU 17
BLOCK 12, LOT 1
COMMON AREA 7,8 & 9
CRAWFORD BURNETT SURVEY, A-7
COLLEGE STATION, BRAZOS COQ, TEXAS
SCALE: 1 "=50' SEPTEMBER 201.6
OWNER/DEVELOPER: ENGINEER:
KGM RENTAL, LLC Scl�uJiz Engineering, LLC
P.O. BOX 505
MILLICAN, TX 77866
(979) 587 - 2275 TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
(979) 764-3900
SURVEYOR:
Brad Kerr, RPLS No. 4502
Kerr Surveying, LLC
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-3195