+ All Categories
Home > Documents > Professional Land Surveying, Inc. Surveying and Mapping ...

Professional Land Surveying, Inc. Surveying and Mapping ...

Date post: 16-Oct-2021
Category:
Upload: others
View: 33 times
Download: 0 times
Share this document with a friend
11
Professional Land Surveying, Inc. 327.599 ACRES PROPOSED ANNEXATION CITY OF BUDA, TEXAS Surveying and Mapping Office: 512-443-1724 Fax: 512-389-0943 3500 McCall Lane Austin, Texas 78744 A DESCRIPTION OF 327.599 ACRES (APPROX. 14,270,221 sa FT.) IN THE M.M. McCARVER SURVEY, THE J.W. BUNTON SURVEY NO.8, THE RT. HUGHES SURVEY NO.7, THE M.M. JUSTICE SURVEY NO. 12 AND THE T.G. ALLEN SURVEY, SITUATED IN HAYS COUNTY, TEXAS, BEING A PORTION OF A 300 ACRE TRACT, CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY DEED DATED JUNE 1, 1976 AND RECORDED IN VOLUME 285, PAGE 257 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS, A PORTION OF A 63.03 ACRE TRACT CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY DEED WITH VENDOR'S LIEN DATED JUNE 16, 1975 AND RECORDED IN VOLUME 285, PAGE 270 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS AND A PORTION OF A 398.94 ACRE TRACT CONVEYED TO TEXAS-LEHIGH CEMENT COMPANY IN A WARRANTY DEED DATED FEBRUARY 2, 1993 AND RECORDED IN VOLUME 972, PAGE 756 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS. SAID 327.599 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1" iron pipe found for an angle point in the east right-of-way line of the I. & G. N. RR . railroad, same being the southwest corner of said 63.03 acre tract; THENCE with the east right-of-way line of the I. & G.N.RR railroad, same being the west line of said 63.03 acre tract and the west line of said 300 acre tract, the following three (3) courses and distances: 1. North 13°29'12" East, a distance of 3648.88 feet to a 1" iron pipe found at the beginning of a curve to the right; 2. With said curve to the right, an arc distance of 714.29 feet, a delta angle of r18'20", having a radius of 5602.00 feet and a chord which bears North 1 rOT35" East, a distance of 713.81 feet to a 1/2" rebar found atthe beginning of a compound curve to the right; 3. With said curve to the right, an arc distance of 311 .00 feet, a delta angle of 3°24'45", having a radius of 5221.49 feet and a chord which bears North 22°13'31" East, a distance of 310. 95 feet to a calculated point;
Transcript
Page 1: Professional Land Surveying, Inc. Surveying and Mapping ...

Professional Land Surveying, Inc.

327.599 ACRES PROPOSED ANNEXATION CITY OF BUDA, TEXAS

Surveying and Mapping

Office: 512-443-1724 Fax: 512-389-0943

3500 McCall Lane Austin, Texas 78744

A DESCRIPTION OF 327.599 ACRES (APPROX. 14,270,221 sa FT.) IN THE M.M. McCARVER SURVEY, THE J.W. BUNTON SURVEY NO.8, THE RT. HUGHES SURVEY NO.7, THE M.M. JUSTICE SURVEY NO. 12 AND THE T.G. ALLEN SURVEY, SITUATED IN HAYS COUNTY, TEXAS, BEING A PORTION OF A 300 ACRE TRACT, CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY DEED DATED JUNE 1, 1976 AND RECORDED IN VOLUME 285, PAGE 257 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS, A PORTION OF A 63.03 ACRE TRACT CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY DEED WITH VENDOR'S LIEN DATED JUNE 16, 1975 AND RECORDED IN VOLUME 285, PAGE 270 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS AND A PORTION OF A 398.94 ACRE TRACT CONVEYED TO TEXAS-LEHIGH CEMENT COMPANY IN A WARRANTY DEED DATED FEBRUARY 2, 1993 AND RECORDED IN VOLUME 972, PAGE 756 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS. SAID 327.599 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

BEGINNING at a 1" iron pipe found for an angle point in the east right-of-way line of the I. & G. N. RR. railroad, same being the southwest corner of said 63.03 acre tract;

THENCE with the east right-of-way line of the I. & G.N.RR railroad, same being the west line of said 63.03 acre tract and the west line of said 300 acre tract, the following three (3) courses and distances:

1. North 13°29'12" East, a distance of 3648.88 feet to a 1" iron pipe found at the beginning of a curve to the right;

2. With said curve to the right, an arc distance of 714.29 feet, a delta angle of r18'20", having a radius of 5602.00 feet and a chord which bears North 1 rOT35" East, a distance of 713.81 feet to a 1/2" rebar found atthe beginning of a compound curve to the right;

3. With said curve to the right, an arc distance of 311 .00 feet, a delta angle of 3°24'45", having a radius of 5221.49 feet and a chord which bears North 22°13'31" East, a distance of 310.95 feet to a calculated point;

blaborde
Text Box
Exhibit "B"
Page 2: Professional Land Surveying, Inc. Surveying and Mapping ...

Proposed Annexation City of Buda, Texas Page 2 of 3

THENCE South 89°54'25" East, crossing said 300 acre tract, a distance of 2391.93 feet to a calculated point in the east line of said 300 acre tract, same being the west line of a 153.250 acre tract, described in Volume 2876, Page 134 of the Deed Records of Hays County, Texas;

THENCE South 01 ° 11 '32" East, with the east line of said 300 acre tract, same being the west line of said 153.250 acre tract, a distance of 2437.17 feet to a calculated point for an angle point in the east line of said 300 acre tract , same being the southwest corner of said 153.250 acre tract and also being the north line of a 10.1038 acre tract described in Volume 2116, Page 769 of the Deed Records of Hays County, Texas;

THENCE South 88°55'41" West, with a south line of said 300 acre tract, same being the north line of said 1 0.1 038 acre tract, a distance of 319.50 feet to a 1/2" rebar found for the northwest corner of said 10.1038 acre tract;

THENCE with the east line of said 300 acre tract, the east lIne of said 63.03 acre tract, the west line of said 10.1038 acre tract and the west line of Lots 6 and 7, Block "A", South Buda Business Park, a subdivision of record in Cabinet 15, Slide 292 of the Plat Records of Hays County, Texas, the following three (3) courses and distances:

1. South 04°36'07" West, a distance of 157.05 feet to a 1/2" rebar found;

2. South 40°14'29" West, a distance of 296.07 feet to a 1" iron pipe found;

3. South 02°09'36" East, a distance of 1776.64 feet to a calculated point, from which a 3/4" iron pipe found for the southeast corner of said 63.03 acre tract, bears South 02°09'36" East, a distance of 244 .39 feet;

THENCE crossing said 63.03 acre tract and said 398.94 acre tract, the following five (5) courses and distances:

1. North 89°31 '05" West, a distance of 29.32 feet to a calculated point;

2. South 02°07'47" East, a distance of 565.99 feet to a calculated point;

3. South 88°09'47" West, a distance of 1 038.45 feet to a calculated point;

4 . North 01 °56'33" West, a distance of 392.77 feet to a calculated point;

5. South 86°50'22" West, a distance of 2155.82 feet to a calculated point in the east right-of-way line of the I. & G. N. R. R. railroad, same being the west line of said 398.94 acre tract ;

Page 3: Professional Land Surveying, Inc. Surveying and Mapping ...

Proposed Annexation City of Buda, Texas Page 3 of 3

THENCE North 130 28'31" East, with the east right-of-way line of the I. & G. N. R. R. railroad, same being the west line of said 398.94 acre tract, a distance of 424.28 feet to a calculated point for the northwest corner of said 398.94 acre tract, same being in the south line of said 63.03 acre tract;

THENCE South 88 0 22'46" West, with the east right-of-way line of the I. & G. N. R. R. railroad, same being the south line of said 63.03 acre tract, a distance of 51.94 feet to the POINT OF BEGINNING, containing 327.599 acres of land more or less.

Surveyed on the ground December 12, 2011. Bearing Basis: Grid azimuth for Texas South Central Zone state plane coordinates, 1983/93 HARN, based on GPS solutions from The National Geodetic Survey (NGS) On-line Positioning User Service (OPUS). Attachments: Survey Drawing No. 521-010-EX6B.

!Z ot,j¢z Paul L. Easley Date Registered Professional Land Surveyor State of Texas No. 4432

Page 4: Professional Land Surveying, Inc. Surveying and Mapping ...

1"=500'

;;;­~

~~ ~;s

~i! ,.,: Q 'OoJ~ ~ -:~

c:i n: -...:;.

j\;j. j\;1. J\;J c C~\ R V F R SURVPY1 ~\-JO

NATIONAL BANK OF COMMERCE OF SAN ANTONIO, TRUSTEE

TO AUSTIN CEMENT COMPANY

300 ACRES (285/257)

327.599 ACRES APPROX. 14,270,221 SQ. FT.

NATIONAL BANK OF COMMERCE

OF SAN ANTONIO, TRUSTEE

TO AUSTIN CEMENT COMPANY

63.03 ACRES

o -r I fUr-; I fPC: J\ • • ~ u~~o

SURVPY j\}O. 71 ~\ -235

J\;j. J\;j. J USTJCP SURVPY j\}O J 21

~\ - 26 J

L2

NAMASCO HOLDING CORP TO

NAMASCO METALS, LP 10.1038 ACRES

NOVEMBER 20, 2002

~~---~(2116/769)

...J I I GOFORTH WATER

SUPPLY CORP I 24.702 ACRES

L (1334/148)

------------------

':q. co co I'­I'-.-

LOT 7, BLOCK "A" SOUTH BUDA BUSINESS PARK

(15/292)

I.. w------ ---

II (0_

~ LOT 6, BLOCK "A" N SOUTH BUDA BUSINESS PARK ~ (15/292)

--T-- J - -----P.O.B. TRACT 7B t (285/270)

- - - - TEXAS-LEFIGH -;EMEN;COMPANY- - - II

I I PORTION OF L5 I 34.780 AC. I ---r- CX PROPERTIES, L.P.

\ (3312/476)

398.94 ACRES (972/756) , I f _L10 101.803 ACRES

M&I REGIONAL .-=--_ - ___ -=- .. PROPERTIES, LLC

S86"50'22"W 2155.82'

/ /

TEXAS-LEFIGH CEMENT COMPANY

/ DATE OF SURVEY: 12/12/11 / PLOT DATE: 06/11/12

/ DRAWING NO.: 521-010-EX6B PROJECT NO.: 521-010

/ DRAWN BY: JOB SHEET 1 OF 3

398.94 ACRES (972/756)

DEED CALLS FOR ~ 3/4 (3948/704)

WEST SIDE OF ROAD t '- DEED CALLS FOR

S88"09'47"W 1038.45' I EAST SIDE OF ROAD

I T G. ;.ILLPN ;.ILPX /v!c}(OWNF SUR V P Y ;\ _ ? OC I, .I V 1'- V r:: Y J\J ur'

I 1 .;-1 - I ROAD AREA . .,.J \' (UNCERTAIN) J 6 1 ~\ :J 2 8 ~ II TITLE

~

Page 5: Professional Land Surveying, Inc. Surveying and Mapping ...

,

1 "=500' /

LEGEND

/

/ /

/

• 1/2" REBAR FOUND

o IRON PIPE FOUND

t::. CALCULATED POINT

0' ~

o:~ 0:;'; ~iE ,,: Q 'J!jE ~ -:~

ci ~

JV1- J\;j. jvj c CJ-\ R V P R SURVPYj J-\ 10

NATIONAL BANK OF COMMERCE OF SAN ANTONIO, TRUSTEE

TO AUSTIN CEMENT COMPANY

300 ACRES (285/257)

NATIONAL BANK OF COMMERCE OF SAN ANTONIO, TRUSTEE

TO AUSTIN CEMENT COMPANY

300 ACRES (285/257)

S89°54'25"E 2391.93'

327.599 ACRES APPROX. 14,270,221 SQ. FT.

NATIONAL BANK OF COMMERCE OF SAN ANTONIO, TRUSTEE

TO AUSTIN CEMENT COMPANY

300 ACRES (285/257)

R. T. J-jUGJ-jPS SURVPY }\fO. 7 j

J-\ ~ 235

~

) I/V. 8UNj ON ?J U/~)V F:Y }\JU. d,

1'-r" •

• 0 1''''' 1")&0 ~CIO N .... ,.., WI.&J R • NCIO 1")'; • • r" 10 r" 0 .... • 0 r"C/)

0-(/)

\ r' / :;-:..)

JOHN HENRY MEADOR ET AL TO

LEHIGH CEMENT COMPANY 153.250 ACRES

FEBRUARY 27, 2006 (2876/134)

NAMASCO HOLDING CORP TO

NAMASCO METALS, LP 10.1038 ACRES

NOVEMBER 20, 2002

• 'l_r211609) - =-- --. =-I") L2 -J I DATE OF SURVEY: 12/12/11

I PLOT DATE: 06/11/12 DRAWING NO.: 521-010-EX6B

I PROJECT NO.: 521-010 I ~~WN BY: JDB ~HEET 2 OF 3 --------

,

Page 6: Professional Land Surveying, Inc. Surveying and Mapping ...

SKETCH TO ACCOMPANY A DESCRIPTION OF 327.599 ACRES (APPROX. 14,270,221 SQ FT.) IN THE M.M. McCARVER SURVEY, THE J.W. BUNTON SURVEY NO.8, THE R.T. HUGHES SURVEY NO.7, THE M.M. JUSTICE

SURVEY NO. 12 AND THE T.G. ALLEN SURVEY, SITUATED IN HAYS COUNTY, TEXAS, BEING A PORTION OF A 300 ACRE TRACT, CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY DEED DATED JUNE 1, 1976 AND

RECORDED IN VOLUME 285, PAGE 257 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS, A PORTION OF A 63.03 ACRE TRACT CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANlY DEED WITH VENDOR'S LIEN DATED JUNE 16, 1975 AND RECORDED IN VOLUME 285, PAGE 270 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS

AND A PORTION OF A 398.94 ACRE TRACT CONVEYED TO TEXAS-LEHIGH CEMENT COMPANY IN A WARRANTY DEED DATED FEBRUARY 2, 1993 AND RECORDED IN VOLUME 972, PAGE 756 OF THE DEED RECORDS OF HAYS

COUNlY, TEXAS.

LINE TABLE No. BEARING LENGTH (RECORD)

L2 S88"55'41 "W 319.50' (N88"11'W 319.50')

L3 S04"36'07"W 157.05' (S07" 17'W 156.80')

L4 S40"14'29"W 296.07' (S43"01'W 296.12')

L5 N89"31 '05"W 29.32' L6 S02"07' 47"E 565.99' L7 N01"56'33"W 392.77' L8 N13"28'31 HE 424.28' L9 S88"22' 46"W 51.94'

L10 S02~Q9~3_6~E_ 244.39'

CURVE TABLE NO. DELTA RADIUS TAN ARC CHORD BEARING C1 7"18'20" 5602.00' 357.63' 714.29' 713.81 ' C2 3"24'45" 5221.49' 155.54' 311.00' 310.95'

BEARING BASIS: GRID AZIMUTH FOR TEXAS CENTRAL ZONE STATE PLANE COORDINATES. 1983/93 HARN. BASED ON GPS SOLUTIONS FROM THE NATIONAL GEODETIC SURVEY (NGS) ON-LINE POSITIONING USER SERVICE (OPUS). l

, ATTACHMENTS' METES AND BOUNDS DESCRIPTION 52'-OlQ-EX6B 0Ia~

N17"07'35"E N22"13'31"E

(RECORD CHORD)

(N19"49'E 713.90')

DATE OF SURVEY: 12/12/11 PLOT DATE: 06/15/12 DRAWING NO : 521-010-EX6B PROJECT NO.: 521-010 DRAWN BY: JDB SHEET 2 OF 3

Page 7: Professional Land Surveying, Inc. Surveying and Mapping ...

Professional land Surveying, Inc.

153.083 ACRES PROPOSED ANNEXATION CITY OF BUDA, TEXAS

Surveying and Mapping

Office: 512-443-1724 Fax: 512-389-0943

3500 McCall Lane Austin, Texas 78744

A DESCRIPTION OF 153.083 ACRES (APPROX. 6,668,308 sa FT.) IN THE R.T. HUGHES SURVEY NO.7 HAYS COUNTY, TEXAS, BEING A PORTION OF A 153.250 ACRE TRACT, CONVEYED TO LEHIGH CEMENT COMPANY, IN A SPECIAL WARRANTY DEED DATED FEBRUARY 27, 2006 AND RECORDED IN VOLUME 2876, PAGE 134 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS; SAID 153.083 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

BEGINNING at a calculated point in the west right-of-way line of Loop 4 (right-of-way width varies) , same being the northeast corner of said 153.250 acre tract and also being the southeast corner of a 27.86 acre tract described in Volume 1078, Page 237 of the Deed Records of Hays County, Texas, from which a 1/2" iron pipe found in the west right-of-way line of Loop 4, same being the east line of said 27.86 acre tract, bears North 00°55'33" West, a distance of 218.94 feet;

THENCE with the west right-of-way line of Loop 4, same being the east line of said 153.250 acre tract, the following three (3) courses and distances:

1. South 00°44'25" East, a distance of 561.00 feet to a 1/2" rebar with "ZWA" cap found;

2. South 01 °03'06" East, a distance of 1124.22 feet to a 1/2" rebar with "ZWA" cap found ;

3. South 00°33'56" West, a distance of 1514.70 feet to a calculated point for the southeast corner of said 153.250 acre tract, same being the northeast corner of a 24.702 acre tract described in Volume 1334, Page 148 of the Deed Records of Hays County, Texas, from which a 1/2" rebar found in the west right-of-way line of Loop 4, same being the east line of said 24.702 acre tract, bears South 00°33'56" West, a distance of 302.43 feet;

THENCE South 88°55'41 " West, with the south line of said 153.250 acre tract, same being the north line of said 24.702 acre tract, at 1874.17 feet passing a 1/2" rebar found for the northwest corner of said 24.702 acre tract, same being the northeast corner of a 10.1038 acre tract described in volume 2116, Page 769 of the Deed Records of Hays County, Texas and continuing for a total distance of 2052.08 feet to a calculated point

Page 8: Professional Land Surveying, Inc. Surveying and Mapping ...

Proposed Annexation City of Buda, Texas Page 2 of 2

for the southwest corner of said 153.250 acre tract, same being the north line of said 10.1038 acre tract and also being an angle point in the east line of a 300 acre tract described in Volume 285, Page 257 of the Deed Records of Hays County, Texas, from which a 1/2" rebar found for the northwest corner of said 10.1038 acre tract, same being an angle point in the east line of said 300 acre tract, bears South 88°55'41" West, a distance of 319.50 feet;

THENCE North 01°11'32" West, with the west line of said 153.250 acre tract, same being the east line of said 300 acre tract, a distance of 3185.30 feet to a calculated point for the northwest corner of said 153.250 acre tract, same being the southwest corner of said 27.86 acre tract, and also being in the east line of said 300 acre tract;

THENCE North 88°32'50" East, with the north line of said 153.250 acre tract, same being the south line of said 27.86 acre tract, a distance of 2105.76 feet to the POINT OF BEGINNING, containing 153.083 acres of land more or less.

Surveyed on the ground December 12, 2011. Bearing Basis: Grid azimuth for Texas South Central Zone state plane coordinates, 1983/93 HARN, based on GPS solutions from The National Geodetic Survey (NGS) On-line Positioning User Service (OPUS). Attachments: Survey Drawing No. 521-010-EX8.

()~)S'~z. aul L. Easley Date

Registered Professional Land Surveyor State of Texas No. 4432

Page 9: Professional Land Surveying, Inc. Surveying and Mapping ...

--~-~---- = = -- r -------;[:5 C[~~~C::'NY- - - - -=-, 27.86 ACRES •

I JUNE 1, 1994 I

I TEXAS-LEHIGH CEMENT COMPANY ~ I

I (1078/237) ~ ~P.O.B.

1"=500'

J, vv. B Uj\)T 0 j\) SURVPY

j\) 0 , [31 J-\ - 55

NATIONAL BANK OF COMMERCE OF SAN ANTONIO, TRUSTEE

TO AUSTIN CEMENT COMPANY

300 ACRES (285/257)

NAMASCO HOLDING CORP TO

NAMASCO METALS, LP 10.1038 ACRES

NOVEMBER 20, 2002 (2116/769)

NSS·32'50"E 2105.76' (N8T49'45"E 2105.50')

153.083 ACRES APPROX . 6,668,308 SQ. FT.

JOHN HENRY MEADOR ET AL TO

LEHIGH CEMENT COMPANY 153.250 ACRES

FEBRUARY 27, 2006 (2876/134)

R, T, j-JUGj-JPS SURVPY j\)O, 7

j J-\-?3S

SS8·55'41"W 2052.0S' (S88"22'55"W 2053.80')

..... I ...J

rN~ N· ·110

'"It~ N..t

I .... N ...... .. IW~

It • (0 III o!" n~ o~ • 0 .... cn 0-U')

I ,~

k-0

I ~~

I ~~ 11)0 .... ~ .. ~~ (O~ 11) ..

~;., ..,," I • b o~ 0_

I (/)

I T \ 1n.91i 1874.17'

) I I~ GOFORTH WATER

/ I SUPPLY CORP 24.702 ACRES + ( I (1334 /1 48) I , L _______________ ~

,..... Vl w

'"Iter <

0..> o· 03: ~o

a::: ""-'

I, j\;J.J\;}, - JUSTJCP - - - - - - - - - - -DATE :F~RVEY: 12/12/11

\ PLOT DATE: 05/10/12 , SUR V P Y j\) 0 ~ DRAWING NO.: 521-010-EX8

~~arr.~ PROJECT NO.: 521-010

I j? ;\ - ? F j GA DRAWN BY: JOB ~ 1 .r-\ ~ 0 SHEET 2 OF 2

'---------------------------

Page 10: Professional Land Surveying, Inc. Surveying and Mapping ...

SKETCH TO ACCOMPANY A DESCRIPTION Of 153.083 ACRES (APPROX. 6,668,308 SQ FT.) IN THE R.T. HUGHES SURVEY NO. 7 HAYS COUNlY, TEXAS, BEING A

PORTION Of A 153.250 ACRE TRACT, CONVEYED TO LEHIGH CEMENT COMPANY, IN A SPECIAL WARRANlY DEED DATED fEBRUARY 27, 2006 AND RECORDED IN

VOLUME 2876, PAGE 134 Of THE DEED RECORDS Of HAYS COUNlY, TEXAS.

LEGEND

• 1/2" REBAR FOUND

c: 1/2" REBAR WITH "ZWA" CAP FOUND

o 1" IRON PIPE FOUND

6 CALCULATED POINT

LINE TABLE No. BEARING LENGTH L1 SOO"44'25"E 561.00' L2 NOO"55'33"W 218.94' L3 SOO"33'56"W 302.43' L4 S88"55'41 "W 319.50'

BEARING BASIS: GRID AZIMUTH FOR TEXAS CENTRAL ZONE STATE PLANE COORDINATES, 1983/93 HARN, BASED ON GPS SOLUTIONS FROM THE NATIONAL GEODETIC SURVEY (NGS) ON-LINE POSITIONING USER SERVICE (OPUS).

ATTACHMENTS, METES AND BOUNDS rL.~ DESCRIPTION 521-010-EX8 V,~

(RECORD)

(SOl"26'58"E 561.01')

(SOX03'32"W 218.68')

(SOX13'3Q-E 302.43')

(N88"11'W 319.50')

DATE OF SURVEY: 12/12/11 PLOT DATE: 05/10/12 DRAWING NO.: 521 -010-EX8 PROJECT NO.: 521-010 DRAWN BY: JDB SHEET 1 OF 2

Page 11: Professional Land Surveying, Inc. Surveying and Mapping ...

,

SKETCH TO ACCOMPANY A DESCRIPTION OF 297.10 ACRES (APPROX. 12,976,980 SQ FT.) IN THE M.M. CARVER SURVEY, THE J.W. BUNTON SURVEY NO.8, THE R.T. HUGHES SURVEY NO. 7 AND THE M.M.

JUSTICE SURVEY NO. 12 HAYS COUNTY, TEXAS, BEING A PORTION OF A 300 ACRE TRACT, CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY DEED DATED JUNE 1. 1976 AND RECORDED IN VOLUME 285, PAGE 257 OF THE DEED RECORDS OF HAYS COUNTY, TEXAS AND A PORTION OF A 63.03 ACRE TRACT CONVEYED TO AUSTIN CEMENT COMPANY, IN A WARRANTY WITH VENDOR'S UEN DATED JUNE 16, 1975

AND RECORDED IN VOLUME 285. PAGE 270 OF THE DEED RECORDS OF HAYS COUNTY. TEXAS

LINE TABLE No. BEARING LENGTH (RECORD)

L1 N22"13'31"E 310.95' L2 S88"55' 41 "W 319.S0' (N8S" 11 'W 319.50')

L3 S04"36'07"W 1S7.0S' (507" 17'W 156.80')

L4 S40"14'29"W 296.07' (S4Y01'W 296.12')

L5 N89"31'OS"W 50.0S' L6 S02"09'36"E 196.3S' L7 NO 1"20'1 O"W 423.38' L8 S 1 S29'12"W S1.79' L9 S02"09'36"E 244.35'

CURVE TABLE No. 1 DELTA 1 RADIUS 1 TAN 1 ARC T CHORD 1 BEARING I (RECORD CHORD)

C1 1 718'20" 15602.00'1357.63' 1714.29' 1713.81' 1 N17"07'3S"E I (N19"49'E 713.90')

BEARING BASIS: GRID AZIMUTH FOR TEXAS CENTRAL ZONE STATE PLANE COORDINATES, 1983/93 HARN, BASED ON GPS SOLUTIONS FROM THE NATIONAL GEODETIC SURVEY (NGS) ON-LINE POSITIONING USER SERVICE (OPUS) . ~

_ ATTACHMENTS, METES AND BOUNDS DESCRIPTION 521-01 0-E"68 ~

DATE OF SURVEY: 12/12/11 PLOT DATE: 05/10/12 DRAWING NO.: 521 -010-EX6B PROJECT NO.: 521 -01 a DRAWN BY: JOB SHEET 1 OF 3

,


Recommended