Public Hearing AGENDA ITEM NO.: 65 CITY OF AUSTIN AGENDA DATE: Thu 04/07/2005 RECOMMENDATION FOR COUNCIL ACTION PAGE: 1 of 2 SUBJECT; Conduct a public hearing and adopt a resolution to use approximately 0.268 acres for a wastewater line and 0.863 acres for temporary work space of dedicated parkland known as Town Lake Park to construct, use, maintain, repair, and replace a wastewater line for construction of a portion of the Govalle 1 - South 2nd Street & East Bouldin Creek Relief Interceptor, in accordance with Sec. 26.001 et seq. of the Texas Parks and Wildlife Code. AMOUNT & SOURCE OF FUNDING: All costs associated with the construction, as well as any parkland mitigation and restoration, will be paid by the City of Austin. FISCAL NOTE: There is no unanticipated fiscal impact. A fiscal note is not required. REQUESTING Public Works DIRECTOR'S DEPARTMENT: for Parks and Recreation; AUTHORIZATION: Sondra Creighton FOR MORE INFORMATION CONTACT; Junie Plummer, 974-7085; Laura Bohl, 974-7064 PRIOR COUNCIL ACTION: N/A BOARD AND COMMISSION ACTION; Recommended by the Parks Board. PURCHASING; N/A MBE/WBE: N/A Chapter 26 of the Parks and Wildlife Code provides that the use of parkland for non-park purposes may be approved upon a finding that there is no feasible and prudent alternative to the use of this land. There is an existing Wastewater Line Interceptor located in various sections of East Bouldin Creek, between Oltorf Road and Barton Springs Road. Portions of the line are fully exposed and either supported by concrete piers or suspended by cables over the creek. A realignment of the interceptor in East Bouldin Creek allows for a deeper interceptor to be constructed, mostly within street right-of-way. This allows the aerial crossings over East Bouldin Creek to be eliminated. The portion of the Govalle 1 - South 2 nd Street & East Bouldin Creek Relief Interceptor located within Town Lake Park is the most critical and time sensitive. This segment of the project serves as the downstream connecting point to the existing 60-inch outfall centrally located within Town Lake Park. This connection point allows for construction of a deeper interceptor, thus eliminating the aerial crossings over East Bouldin Creek. This segment will consist of underground tunneling and will not disrupt the day to day activities to and from the Palmer Events Center. Also, this segment has to be expedited so that it can be completed prior to beginning major reconstruction of Town Lake Park later this year. The remainder of the Govalle 1 - South 2 nd Street & East Bouldin Creek Relief Interceptor will not be constructed until 2006. Approval of the use of the parkland is recommended, subject to the following mitigation for use of parkland: (1) all parkland restoration is completed in accordance with PARD's "Construction I Parks Specifications". The requestor, Austin Clean Water Program-on behalf of the Austin Water Utility and RCA Serial*: 7975 Date: 04/07/05 Original: Yea Published: Disposition: Adjusted version published:
Transcript
Public Hearing AGENDA ITEM NO.: 65CITY OF AUSTIN AGENDA DATE: Thu 04/07/2005RECOMMENDATION FOR COUNCIL ACTION PAGE: 1 of 2
SUBJECT; Conduct a public hearing and adopt a resolution to use approximately 0.268 acres for awastewater line and 0.863 acres for temporary work space of dedicated parkland known as Town LakePark to construct, use, maintain, repair, and replace a wastewater line for construction of a portion of theGovalle 1 - South 2nd Street & East Bouldin Creek Relief Interceptor, in accordance with Sec. 26.001 etseq. of the Texas Parks and Wildlife Code.
AMOUNT & SOURCE OF FUNDING: All costs associated with the construction, as well as anyparkland mitigation and restoration, will be paid by the City of Austin.
FISCAL NOTE: There is no unanticipated fiscal impact. A fiscal note is not required.
REQUESTING Public Works DIRECTOR'SDEPARTMENT: for Parks and Recreation; AUTHORIZATION: Sondra Creighton
FOR MORE INFORMATION CONTACT; Junie Plummer, 974-7085; Laura Bohl, 974-7064
PRIOR COUNCIL ACTION: N/A
BOARD AND COMMISSION ACTION; Recommended by the Parks Board.
PURCHASING; N/A
MBE/WBE: N/A
Chapter 26 of the Parks and Wildlife Code provides that the use of parkland for non-park purposes maybe approved upon a finding that there is no feasible and prudent alternative to the use of this land.
There is an existing Wastewater Line Interceptor located in various sections of East Bouldin Creek,between Oltorf Road and Barton Springs Road. Portions of the line are fully exposed and eithersupported by concrete piers or suspended by cables over the creek. A realignment of the interceptor inEast Bouldin Creek allows for a deeper interceptor to be constructed, mostly within street right-of-way.This allows the aerial crossings over East Bouldin Creek to be eliminated.
The portion of the Govalle 1 - South 2nd Street & East Bouldin Creek Relief Interceptor located withinTown Lake Park is the most critical and time sensitive. This segment of the project serves as thedownstream connecting point to the existing 60-inch outfall centrally located within Town Lake Park.This connection point allows for construction of a deeper interceptor, thus eliminating the aerial crossingsover East Bouldin Creek. This segment will consist of underground tunneling and will not disrupt the dayto day activities to and from the Palmer Events Center. Also, this segment has to be expedited so that itcan be completed prior to beginning major reconstruction of Town Lake Park later this year. Theremainder of the Govalle 1 - South 2nd Street & East Bouldin Creek Relief Interceptor will not beconstructed until 2006.
Approval of the use of the parkland is recommended, subject to the following mitigation for use ofparkland: (1) all parkland restoration is completed in accordance with PARD's "Construction I ParksSpecifications". The requestor, Austin Clean Water Program-on behalf of the Austin Water Utility and
Public Hearing AGENDA ITEM NO.: 65CITY OF AUSTIN AGENDA DATE: Thu 04/07/2005RECOMMENDATION FOR COUNCIL ACTION PAGE: 2 of 2
the Public Works Department, will pay all costs associated with project construction and all parklandrestoration.
There is no feasible and prudent alternative to the use of the dedicated parkland, which includes allreasonable planning to minimize harm to such lands. The dates of public notification in the AustinAmerican-Statesman are March 13, March 20, and March 27,2005.
RCA Scrulft 7975 Date: 04/07/05 Original: Yen Published:
Disposition: Adjusted version published:
RESOLUTION NO.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF AUSTIN:
The City authorizes the use of approximately 0.268 acres of land for a
wastewater line and 0.863 acres of land for temporary work space as described
in Exhibit A, to construct, use, maintain, repair and replace a wastewater line
for construction of a portion of the Govalle 1 - South 2nd Street and East
Bouldin Creek Relief Interceptor through dedicated parkland known as Town
Lake Park in accordance with Section 26.001 et seq. of the Texas Parks and
Wildlife Code.
ADOPTED: ATTEST:Shirley A. Brown
City Clerk
L:\CLW\OaGLA\council2005\4-7-2003\tf7975 Govalle WW Line draft res («g:mr)
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AUSTIN CLEAN WATER PROGRAM•11 MUTCH MM* KM, MIC 40) MOTH, 1BEU TI704
AUSTIN CLEAN WATER PROGRAM111 MKTtM flMNtt MM, WTC 400 MJSTK TOWS 71704
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MACIAS & ASSOCIATES, L.P.LANDSURVEYORS
CITY OF AUSTINTO
CITY OF AUSTIN(WASTEWATER EASEMENT)
February 1*. 2005
DESCRIPTION FOR PARCEL S118.32WE
DESCRIPTION OF A 0.268 ACRE (11,673 SQUARE FOOT) TRACT OFLAND OUT OF THE ISAAC DECKER LEAGUE, SURVEY NO. 20,ABSTRACT NO. 8, TRAVIS COUNTY, TEXAS, AND BEING OUT OF LOTS6 AND 7. BLOCK A OF THE PARTITION ESTATE OF JAMES E. BOULDIN,DECEASED, SAID PARTITION PLAT RECORDED IN BOOK U» PAGE 73OF THE MINUTES OF THE DISTRICT COURT OF TRAVIS COUNTY,TEXAS, AtfD ALSO BEING OUT OF A 49.49 ACRE TRACT DESCRIBEDAS TRACT NO. ONE IN A DEED DATED JUNE 28, 1941, TO THE CITY OFAUSTIN, RECORDED IN VOLUME 681, PAGE 199, DEED RECORDS OFTRAVIS. COUNTY. TEXAS; SAID 0.268 ACRE (11,673 SQUARE FOOT)TRACT AS SHOWN ON THE ACCOMPANYING SKETCH, IS MOREPARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 60D nail set having Texas State Plane Coordinate (Central Zone, NAD83(CORS), U.S. Feet, Combined Scale Factor 1.00010) values of N-10,067,732.41,E-3,110,753.30, on the north right-of-way line of Barton Springs Road, a 100-foot wide right-of-way, and on the south line of said 49.49 acre tract, for the southwest comer of this tract, fromsaid point, a 1/2" iron rod found at the point of curvature on the south line of said 49.49 acre tractbears, N 69°22'50" W, 421.43 feet;
THENCE, across said 49.49 acre tract, the following five (5) courses:
1) N 18°50149" E, a distance of 290.84 feet to a 60D nail set for an angle point;
2) K 57°03'0r E, a distance of 293.33 feet to a 60D nail set on the south line of a 30-footwide sanitary sewer easement conveyed to the City of Austin, recorded in Volume 11636»Page 708, Real Property Records of Travis County, Texas, for the northwest comer ofthis tract;
3) S 64°20'48" E, with the south line of said 30-foot wide sanitary sewer easement, adistance of 23.43 feet to a 60D nail set for the northeast comer of this tract;
4) S 57°03*0r W, a distance of 298.61 feet to a 60D nail set for an angle point;
5) S 18°50'49" W, a distance of 284.53 feet to a 60D nail set on the north right-of-way lineof Barton Springs Road, and on the south line of said 49.49 acre tract, for the southeastcomer of this tract, from said point, a 1" iron pipe found on the south right-of-way line ofBarton Springs Road, at the northwest corner of Lot A, Yemen's Addition, a subdivisionrecorded in Book 68, Page 62, Plat Records of Travis County, Texas, bears,S 69°22'50" E, 530.87 feet, and S 20°37'10" W, 100.00 feet;
THENCE, N 69°22'50" W, with the north right-of-way line of Barton Springs Road and thesouth line of said 49.49 acre tract, a distance of 20.01 feet to the POINT OF BEGINNING andcontaining 0.268 acre (11,673 square feet) of land.
BEARING PASTS NOTE
The bearings described herein are Texas State Plane Grid Bearings, (Central Zone, NADS3(CORS) Combined Scale Factor!.00010). Project control poinfs were established from referenceStation "AUSTIN RRP2" having coordinate values 0^*10,036,515.2?, E«3,!0?,6S2.'1S uiul"H-20-3001" (CB11) having coordinate values oi'N-10,061,J 08.04, E-3,109,304.63.
THE STATE OF TEXAS §§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, Gregorio Lopez, Jr., a Registered Professional Land Surveyor, do hereby state thatthe above description ia true and correct to the best of my knowledge and belief and that theproperty described herein was determined by a survey made on the ground under my directionand supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas, this theday of February, 2005, A.D.
Macias & Associates, Inc. v slLa&Ajiv45410 South 1* Street Qregorio/Lopez, JiAustin, Texas 78745 Registered Professional Land Surveyor1
512^42-7875 No. 5272 - State of Texas' NOTES REVIEWED
REFERENCESMAPSC020Q3614D
Austin Grid No. MH-21 Austtn Cteon Water ProgramTCAD PARCEL ID NO. 01-0401-0401 • Surwy Coordinator
BEARING BASK-THE COORDINATES SHOWN ARE BASED ON .1HE TEXAS STATE PLANE COORDINATE SYSTEMCENTRAL ZONE, NAD83(CORS) THE BEARINGSSHOWN ARE GRID BEARINGS. THE CORDINATESWERE tSTABUSHEO FROM REFERENCE STATION"AUSTIN RRP2" HAVING COORDINATE VALUESOf N-10.086.515.S9. E-3.l09.682.4fl AND"H-2o-joor (CBII) HAVING COORDINATEVALUES OF N-10,061.108.04. E-J,10fl,304.63.COMBINED SCALE FACTOR - 1.000(0. ALLDISTANCES SHOWN APE SURFACE DISTANCES.
BLOCK APARTITION ESTATE OF
JAMES E. 80Ut.DiN, DECEASEDBOOK. U. PC. 78. M.O.C.T.C.
5118.32WE0.268 AC.
11,673 SQ, FT.
BUT «r »
GRAPHIC SCALE
l"-fiOp
CITY OF AUSTIN(49.49 AC.)
(TRACT NO. ONE)VOL681. PG.199. D.R.T.C.
T.CAO. NO. 01-0401-04-01.
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DAWSON ROAD(R.OW. VACATED)
NO. 2COJ2i.>9ig O.P.R.T.C.
EXISTING BUILDINGOVERHANG
LOTAVERNON'S ADCHTKJN
BOOK. 66. PC. 82. P.R.T.C
JOB NO. »0-W-W
ASSOCIATES.LAND SURVEYORS
Lopw. Yr. I XRagbtrifed Prof«Bionor Una SurveyorMo. 5272 — Stole <rf T«*o»
(OUTH t|T 5THETTOMS 76749 PH. (0)2)442-7879
LEGEND_
GOD HAIL SET
1/2" IRON ROD FOUNDUNLESS NOTEDPOINT OF BEGINNING
RIGHT OF WAY
PUBLIC UTILITY EASEMENT
TRAVIS COUNTYAPPRAISAL DISTRICT
. VOLUME. PACE
DEED RECORDS OFTRAVIS COUNTY. TEXAS
OFFICIAL PUBLICRECORDS OF TRAVISCOUNTY, TEXASMINUTES OF THEDISTRICT COURT OFTRAVIS COUNTY. TEXAS
PLAT RECORDS OFTRAVIS COUWTY. TEXAS
RECORD INFORM/WON
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
BLOCK VPARTITION ESTATE OF
JAMES E. BOULDiN, DECEASEDBOOK. U, PC. 78, M.O.C.7.C
GRAPHIC SCALE
t—00'
OLD DOUBLEWOE
MOBILE HOME 5118.32WE0.268 AC.
11,673 SQ. FT.
EXfSTfNG BUILDINGOVERHANG
CITY Of AUSTIN
(49.49 AC.)(TRACT NO. ONE)
PC. too PR.TC.MO- C1-0101-31-01
0R.O.W.P.U.C
TCAD
VOL, PC.
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M.D,CT.C.
O.P.R.T.C.
R.PJU.C.
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600 NAIL SET
RIGHT OF WAY
PUBUC UTILITY CASEMENT
TRAVIS COUNTYAPPRAISAL DISTRICT
VOLUME, PACE
DEED RECORDS OFTRAVIS COUNTY. TEXAS
MINUTES OF THEDISTRICT COURT OFTRAVIS COUNTY. TEXAS
OFFICWL PUBUC RECORDS OFTRAVIS COUNTY, TEXAS
REAL PROPERTY RECORDS OFTRAVIS COUNTY. TEXAS
RECORD INFORMATION
40' DRAINAGE EASEMENTORDINANCE N0.9S10I6-Q
VOL 10015. PC.339. RP.R.T.C.
Lopez,ReglstiAd Pror*n1onal*Lon'd SurveyorNo. 5272 - Stata of To> era
\
BEARING BASIS:THE COORDINATES SHOW ARE BASED ONTHE TEXAS STATE PLANE COORDINATE SYSTEM
CENTRAL ZONE. HAD&XCORS) THE BEARWCSSHOWN ARE GRID BEARINGS. THE CORDINATESWERE ESTABLISHED FROM REFERENCE STATION•AUSTIN RRP2' HAVING COORDINATE VALUESOf N-10,086.515,fl9, E*-3.109.6B2.48 AND^-20-3001 (CB11) HAVING COORDINATEVALUES OF N-10.061,108.04, E-J, 109,304,63.COMBINED SCALE FACTOR • 1.00010. AllDISTANCES SHOWN ARC SURFACE DISTANCES.
nsJOB HO.
PAGE 4 OF 4
MACIAS & ASSOCIATES. INCLAND SURVEYORS
*tr & "ic ^r t̂ "rffr^ r^ r^ f^ r^ r^
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MACIAS & ASSOCIATES, L.P.LAM) SURVEYORS
5118.32TSAAMSSCITY OF AUSTIN
TOCITY OF AUSTIN
(TEMPORARY STAGING AREA ANDMATERIAL STORAGE SITE)
February 16,2005
DESCRIPTION FOR PARCEL S118.32TSAAMSS
DESCRIPTION OF A 0.230 ACRE (10,000 SQUARE FOOT) TRACT OFLAND OUT OF THE ISAAC DECKER LEAGUE, SURVEY NO. 20,ABSTRACT NO. 8, TRAVJS COUNTY, TEXAS, AND BEING OUT OF LOTS7 AND 10, BLOCK A OF THE PARTITION ESTATE OF JAMES E.BCKJI..HIN, DECEASED, SAID PARTITION ;'IAT HECOiiKSD IN iSOO'/v ',>,PAGE 7S OF THE MINUTHS OF THE DISTRICT COURT OF TRAVISCOUNTY, TEXAS, AND ALSO BEING OUT OF A 49.49 ACRE TRACTDESCRIBED AS TRACT NO, ONE IN A DEED DATED JUNE 28, 1941, TOTHE CITY OF AUSTIN, aHCGRDED IN VOLUME 63L, I1 AGE 199, DEEDRECORDS OF TRAVIS COUNTY, TEXAS; SAID 0.230 ACRE (10,000SQUARE FOOT) TRACT AS SHOWN ON THE ACCOMPANYING SKETCH,IS MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ASFOLLOWS;
BEGINNING at a 60D noil set having Texas State Plane Coordinate (Central Zone, NAD83(CORS), U.S. Feet, Combined Scale Factor 1.00010) values of ^10,068,019.75,E=3,l 10.421.29, for the southwest comer of this tract, from, said point, a 1/2" iron rod found at apoint of curvature on the north rightof-way line of Barton Springs Road, a 100-foot wide riglit-of-wayfand on the south line of said 49.49 acre tract bears, S 24°10'49" W, 152.31 feet;
THENCE, N 06°35'38" W, a distance of 100.00 feet to a 60D nail set for the northwest cornerof this tract;
THENCE, N 83°24'22" E, a distance of 100.00 feet to a 60D nail set for the northeast corner ofthis tract;
THENCE, S 06°35'38" E, a distance of 100.00 feet to a 60D nail set for the southeast corner ofthis tract;
THENCE, S 83°24»22" W, a distance of 100.00 feet to the POINT OF BEGINNING andcontaining 0230 acre (10,000 square feet) of land.
0.230 Acre (10,000 Square Feet) ' 5118.32TSAAMS3Temporary Staging Area and Material Storage Slto
Page f of 35410 South 1st Street • Austin, Texas 78745 * (512) 442-7875 * Fax (511) 442-7876 • e-mail: [email protected]
BEARING BASIS NOTE
The bearings described herein are Texas State Plane Grid Bearings, (Central Zone, NAD83(CORS) Combined Scale Factor 1.00010). Project control points were established from referencestation "AUSTIN RRP2" having coordinate values of N-10,086,515.89, E-3,109,682.48 and"H-20-3001" (CB11) having coordinate values of N-10,061,108.04, E-3,109,304.63.
THE STATE OF TEXAS §§ KNOW ATA MEN BY THESE ?RFST3-!T3:
COUNTY OF TRAVIS § .
That I, Orcgorio Lopez, Jr., a Registered Professional Land Surveyor, do lier&by state tlv.itthe above description is true and correct lo the be^t of my knowledge and btficf and '.V^ '\-Aproperty described herein was determined by a survey 3ir.de on the grooiiii untie: jny dJi'ciAiouand supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas, this the lday of Febniary, 2005, A.D.
Macias & Associates, Inc.5410 South 1" StreetAustin, Texas 78745512-442-7875
Gcegorft Lopez,̂ r,Registered Professional Land SurveyorNo. 5272 - State of Texas
FElDMOIESRDflEWED~
REFERENCESMAPSC02003614D
Austin Grid No. MH-21TCAD PARCEL ID NO. 01-0401-0401
MAOAS & ASSOCIATES PROJ. NO. 290-06-05
Aucttn Oean Wafer ProgramSurvey Coofdlnator
0.230 Acre (10.000 Squam Feet)Temporary Staging Area and Material Storage Site
6118.32TSAAMSS
Page 2 of 3
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
5118.32TSAAMSS//0.230 AC./10.000 SQ. FT.
GRAPHIC SCALE
r-50'
P.O.B.N=10.068,019.75Ez--3.lt 0,421.29GRIDBLOCK A
PARTITION ESTATE OFJAMES L BOULDIN, DECEASEDBOOK. U, PG. 78, M.D.C.T.C,
CITY Cr AUSTIN(43 -ifl AC.)
(TRACT NO. ONE)VOL681. PC.199 D.R.T.C.
T.C.A.O. NO. 01-0*01-04-01
THE COORDINATES SHOWN ARE BASED ONTHE TEXAS STATE PLANE COORDINATE SYSTEMCENTRAL ZONE, NAD83(CORS) THE BEARINGSSHOWN ARE GRID BEARINGS. THE CORWNATESWERE ESTABLISHED FROM REFERENCE STATION'AUSTIN RRPI" HAVING COORDINATE VALUESOF N-10,086,51539. £-3,109,652.48 AND"H-20-300T (Cfltl) HAVING COORDINATEVALUES OF N-10.061,106,04, E-3,109.304.63.COMBINED SCALE FACTOR » 1.00010. ALLDISTANCES SHOWN ARE SURFACE DISTANCES.
600 KAIL SET
1/2' IRON ROD FOUND
POtNT OF BEGINNING
RIGHT OF WAY
PUSUC UTILITY EASEMENT
TRAVIS COUNTYAPPRAISAL DISTRICT
VOLUME. PACE
DEED RECORDS OFTRAVIS COUNTY. TEXAS
WNUTES OT THEDISTRICT COURT OFTRAVIS COUNTY, TEXAS
OFFICIAL PUBLIC RECORDSOF TRAVIS COUNTY. TEXAS
RECORD INFORMATION
LOT A ^^VERNON'S" ADDITION
BOOK. $6. PG. 62. P.R.T.C.
MM JOB HO. 2W-OB-06 FUMttC: lt1B.33ISAAM5S.CMO
MACtAS A ASSOCIATES. INCLAND SURVEYORS
Gregortf Lopez,Reglstefrd ProfessionalNo. 5272 - State of Texas
9410 WITH 1ST SWOTAUSTIN, TEWS 7874B PH. (512)442-7975
fM (512}443-7»7I Q*̂ UKUSURVEIVEAIlTHlMCJCr
MACIAS & ASSOCIATES, L.P.LAND SURVEYORS
- • ' . 5118.32TWSE. CITY OF AUSTIN
TOCITY OF AUSTIN
(TEMPORARY WORKINGSPACE EASEMENT)
February 16,2005
PARTI
DESCRIPTION FOR PARCEL 5118.32TWSE
DESCRIPTION OF A 0,201 ACRE (8.767 SQUARE FOOT) TRACT OF LANDOUT OF THE ISAAC DECKER LEAGUE, SURVEY MO. 20, ABSTRACT NO.8, TRAVIS COUNTY, TEXAS, AND BEING OUT OF LOTS 6 AND 7,BLOCK A OF THE PARTITION ESTATE OF JAMES E, BOULDl'N,DECEASED, SAID PARTITION PLAT RECORDED IN BOOK U. PACK 78OF THE MINUTES OF THE DISTRICT COURT Oh' TRAVIS COUNTY,TEXAS, AND ALSO BEING-OUT OF A 43.49 ACHE TllACT DESCRIBEDAS TRACT NO. ONE IN A DEED DATED JUNE 28, 1941, TO THE CITY OFAUSTIN, RECORDED IN VOLUME 681, PAGE 199, DEED RECORDS OFTRAVIS COUNTY, TEXAS; SAID 0.201 ACRE {8,767 SQUARE FOOT)TRACT AS SHOWN ON THE ACCOMPANYING SKETCH, IS MOREPARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a calculated point having Texas State Plane Coordinate (Central Zoni, NAD S3(CORS), U.S. Feet, Combined Scale Factor 1.00010) values of N»10,067,737.70,E«3, 110,739.26, on the north right-of-way line of Burton Spring;; Road, a 100-foot wide right-of-way, and on the south line of said. 49.49 acre tract, foi the souiliv/esl corner of this triicl, couxsaid point, a 1/2" iron rod found at the point of curvature on the south line of said 49.49 acre tractbears, N 69*22'50" W, 406.42 feet;
THENCE, across said 49.49 acre tract> the following five (5) courses:
1) N 18°50'49"E, a distance of 295.57 feet to a calculated point;
2) N 57°03'0r E, a distance of 289.37 feet to a calculated point on the south line of a 30-foot wide sanitary sewer easement conveyed to the City of Austin, recorded hi Volume11636, Page 708, Real Property Records of Travis County, Texas, for the northwestcomer of this tract;
3) S 64°20'48" E, with the south line of said 30-foot wide sanitary sewer easement, adistance of 17.57 feet to a 60D nail set for the northeast corner of this tract;
4) S 57°03'Qr W, a distance of 293.33 feet to a 60D nail set for an angle point;
Part 1 - 0.201 Acre (8.767 Square Feet) 5118.32TWSEPart 2-0.192 Acre (8,304 Square Feet)Temporary Working Spae* Easement
5) S 18°50'49" W, a distance of 290.84 feet to a 60D nail set on the north right-of-way lineof Barton Springs Road, and on the south line of said 49.49 acre tract, for the southeastcomer of this tract, from said point, a 1" iron pipe found on the south right-of-way Jine ofBarton Springs Road, at the northwest corner of Lot A, Yemen's Addition, a subdivisionrecorded in Book 68, Page 62, Plat Records of Travis County, Texas, bearsjS 69022'50" E, 550.88 feet, and S 20'37'iO" W, 100.00 feet;
THENCE, N 69e22'50" W, with the north right-of-way line of Barton Springs Rend and thesouth line of said 49.49 acre tract, a distance of 15.0! feet to the POINT OF BEGINNING andcontaining 0,201 acre (8,767 square feet) of land.
DESCEIPTION^FOR PA RrEL_511 g.32TVV5'£
DESCRIPTION OF A 0.192 ACRE (8,364 SQUARE FOOT) TRACT OF LAMDOUT OF THE ISAAC DECKER LEAGUE, SURVEY NO. 20, ABSTRACT NO.8, TRAVTS COUNTY, TEXAS. AND BHJNG OUT OF LOTS 6 AND 7,BLOCK A OF THE PARTITION ESTATE OF MMf-S E. BOULDIN,DECEASED, SAID PARTITION PLAT RECORDliD IN BOOK U, PAGE 73OF THE MINUTES OF THE DISTRICT COURT OF TRAVTS COUNTY,TEXAS, AND ALSO BEING OUT OF A 49.49 ACRE TRACT DESCRIBEDAS TRACT NO. ONE IN A DEED DATED JUNE 28, \ 9<I1, TO THE CITY OFAUSTIN, RECORDED IN VOLUME 631, PAGE 1.59. OKKD RECORDS OFTRAVIS COUNTY, TEXAS; SAID 0.192 ACIU- (8,3.-* SQUARE FOO'OTRACT AS SHOWN ON THE ACCOMPANYING SKETCH, IS MOREPARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 60D nail set having Texas State Plane Coordinate (Central Zone, NAD83(CORS), U.S. Feet, Combined Scale Factor 1.00010) values of N-l 0,067,725.37,E-3t110,772.03, on the north right-of-way line of Barton Springs Road, a 100-foot wide right-of-way, and on the south line of said 49.49 acre tract, for the southwest comer of this tract, from,said point, a 1/2" iron rod found at the point of curvature on the south line of said 49.49 acre tractbears, N 69°22'50" W, 441.44 feet;
THENCE, across said 49.49 acre tract, the following six (6) courses:
1) N 18°50149" E, a distance of 284.53 feet to a 60D nail set for an angle point;
Part 1 -0.201 Acre (8,767 Square Fwl) 5118.3ZTWSEPart 2 - 0.192 Acre (6,364 Square Feet)Temporary Working Space Easement
2) N 57003'01" E, a distance of 298,61 feet to a 60D nail set on the south line of a 30-footwide sanitary sewer easement conveyed to the City of Austin, recorded in Volume 11636,Page 708, Real Property Records of Travis County, Texas, for the northwest corner of thistract;
3) S 64°2p*48" E, with the south line of said 30-foot wide sanitary sewer easement, a distanceof 3.56 feet to a calculated point for the northeast corner of this tract;
4) S 44C55M2" W, a distance of 56.95 feet to a calculated poiul;
5) S 57°03'01" W, a distance of 239.59 feet to a calculated point;
6) S 18°50'49" W, a distance of 279.80 feet to a calculated point on the aorth righl-of-w?.yline of Barton Springs Road, and on the south line of said 49,49 acre tract, for (he southeastcomer of this tract, from wrid point, a 1" iron pipe found on the south right-of-v^y line ofBarton Springs Road, at the northwest corner of Lot A, Vemon's Addition, a subdivisionrecorded in Book 68, Pago 62, Plat Records of Travis County, Texas, bcnrs,S 69°22'50" E, 515.86 feet, and S 20°37' 10" W, 100.00 feet;
THENCE, N 69°22*50" W, with the north right-of-way line of Barton Springs Road and thesouth line of said 49.49 acre tract, a distance of 15,01 feet to the POINT OF BEGINNING andcontaining 0.192 acre (8,364 square feet) of land.
BEARING BASIS NOTE
The bearings described herein arc Texaa State Plane Grid Bearings, (Central Zone, NAD83(CORS) Combined Scale Factor 1.00010). Project control points were established from referencestation "AUSTIN RRP2" having coordinate values of N=JO,086,515.89, £=3,109,682.48 andMH-20-300P (CB11) having coordinate values ofN-10,061,108.04, £=3,109304.63.
Part 1 -0.201 Acre (8.767 Square Feet) 6118.32TWSEPart 2 - 0.102 Acre (8,304 Square Feet)Temporary Working Space Easement
Page 3 of6
THE STATE OF TEXAS §§
COUNTY OF TRAVIS §KNOW ALL MEN BY THESE PRESENTS:
That I, Gregorio Lopez, Jr., a Registered Professional Land Surveyor, do hereby state thatthe above description is true and correct to the best of my knowledge and belief and that theproperty described herein was determined by a survey made on the ground under my direction,and supervision.
WITNESS MY HAND AND SEAL at Austin, Travis County, Texas, this theday of February, 2005, A.D.
Macias & Associates, Inc.5410 South I11 StreetAustin, Texas 78745512-442-7875
Gregorid Lopez, Jt/ ' QRegistered Professional Lnncf SurveyorNo. 5272 - State of Texas
REFERENCESMAPSCO2003614D
Austin Grid No. MH-21TCAD PARCEL ID NO. 01-0401-0401
MACIAS & ASSOCIATES PRQI.N'0.290-06-05
FIELD NOTES REVIEWED
Austin Clean Water ProgramSurvey Coordinate*
Part 1 - 0.201 Acra (6.767 Square Ftet)PartZ-O.tBZAcTB (8.364 Square FeeQTemporary WorWng Space Easement
DEED RECORDS OFTRAVIS COUNTY. TEXASPLAT RECORDS OF -TRAVIS COUNTY, TEXAS
MINUTES OF THEDISTRICT COURTTRAVIS COUMTY. TEXAS
RECORD INFORMATION
GRAPHIC SCALE
r-50*
5118.32TWSEPART 1
0*201 AC8,767 SQ»
CITY OF AUSTIN(*9.49 AC.)
NO. OKE)VOLBHt. PC.199. D.R.T.C.
T.CAD. NO. 01-0*01-04-01
ESTATE orEWULD/N. DECEASEDPC. 78. M.D.C.T.C.
ISAAC
BFARINQ RASIS:THE COORdKATES SHOWN ARE BASED ONTHE TEXAS STATE PLANE COORDINATE SYSTEMCENTRAL ZONE, NAD83(CORS) THE BEARINGSSHOWN ARE GRID BEARINGS. THE CORD1NATESWERE ESTABLISHED FROM REFERENCE STATION'AUSTIN RRP2' HAVING COORDINATE VALUESOF N-10.OB6.515.89. £-3,109,682.48 AND•H-20-300T (CB11) HAVING COORDINATEVALUES Of N-10.061.106.04, E-3,100,304,COMBINED SCALE FACTOR * 1.00010. ALLDISTANCES SHOWN ARE SURFACE DtSTAN
JAMES E. BOUU3IN. DECEASEDBOOK. U. PC. 78. M.D.C.T-C.
17.!
5118.32TWSEPART 1
0.201 AC.8.767 SO. FT.
V/ /V^' /71 .̂ &s
1fl.32TWSEPART 2
0.132 AC.8,364 SQ. FT.
BOULOIN AVENUE(IJ.UW. VACATED)
(RETAINtO AS DRAINAGEDOC. NO. 200J2J3920, O.P.R.T.C.
\
BEARING BASIS!THE COORDINATES SHOWN ARE BASED ONTHE TEXAS STATE PLANE COORDINATE SYSTEMCENTRAL. ZONE; NAOBXCORS) THE BEARINGSSHOWN ARE GRID BEARINGS. THE CORDINATCSWERE ESTABLISHED FROM REFERENCE STATION"ALKTN RRP2* HAVING COORDINATE VALUESOF N-10,086.515.89, E-3.109,682.46 AW•H-20-300t" (C811) HAVING COORDINATEVALUES OF N-10,061,10a04, E-J.109,304.63.COMBINED SCALE FACTOR » 1.00010. ALLDISTANCES SHOWN ARE SURFACE DISTANCES.
40' DRAINAGE EASEMENT'ORDINANCE N0.961018-Q
VOL 10018. PG.339. R.P.R.T.C.
CfTY OF AUSTIN(49.49 AC.)
(TRACT NO. ONE)VOL.681, PG.199, D.R.T.C.
T.CA.D. NO. 01-0401-04-01
TCAD
VOL. PC.
D.R.T.C.
M.D.C.T.C.
O.P.R.T.C.
R-PJ^T.C.
QOD KAIL SET
1/2" IRON ROD FOUNDCALCULATED POINTRIGHT OF WAY
PUBLIC UTILITY EASEMENT
TRAVIS COUNTYAPPRAISAL DISTRICTVOLUUE, PAGE
DEED RECORDS OFTRAVIS COUNTY. TEXASMINUTES OF tHEDISTRICT COURT OFTRAVIS COUNTY. TEXASOFFICIAL PUBLIC RECORDSOF TRAVIS COUNTY, TEXASREAL PROPERTY RECORDSOF TRAVIS COUNTY, TEXASRECORD INFORMATION
JOB NO. 290-W-09 RLE NAUEJ Bl 10.32-
Cragodf Lopez.R«g]atjfrad ProfeisionalLoifdNo. 5272 - State of Texas
MA.CIA3 & ASSOCIATES. INCLAND SURVEYORS'
«4tQ SOUTH 1ST STREETAUSTK TEXAS 78745 hf. (ftl2)44a-7l73
-n7« CUMU
MACIAS & ASSOCIATES, L.P.LAND SURVEYORS
5U8.32T1AEECITY OF AUSTIN
TOCITY OF AUSTIN
(TEMPORARY INGRESS ANDEGRESS EASEMENT)
February 16,2005
DESCRIPTION FOR PARCEL SU8.32TIAEE
DESCRIPTION OF A 0.432 ACRE (18,816 SQUARE FOOT) TRACT OFLAND OUT OF THE ISAAC DECKER LEAGUE. SURVEY NO. 20,ABSTRACT NO. 8, TRAVIS COUNTY. TEXAS, AND BEING OUT 01' LOTS7 AND 10, BLOCK A OF THE PARTITION ESTATE 0!«' J/.MBS E.BOULDIN, DECEASED, SAID PARTITION PLAT RECORDED to aOOK 0,PAGE 7S OF THE MINUTES OF THE DISTRICT COURT OF TRAVISCOUNTY, TEXAS, AND ALSO BEING OUT OF A 49.49 ACRE TRACTDESCRIBED AS TRACT NO. ONE IN A DEED DATED JUNE 28, 1941, TOTOE CITY OF AUSTIN, RECORDED IN VOLUME 631, I'AGE 199, DEEDRECORDS OF TRAVIS COUNTY, TEXAS; SAID 0.432 ACRE (18,816SQUARE FOOT) TRACT AS SHOWN ON THE ACCOMPANYING SKETCH,IS MORE .PARTICULARLY DESCRIBED BY METES AND BOUNDS ASFOLLOWS:
BEGINNING at a 60D naiL set having Texas Slate Plane Coordinate (Cental Zone, NAOS3(CORS), U.S. Feet, Combined Scale Factor i .00010) values of ^10,067,883.39,£=3,110,336.68, on the curving north right-of-way line of 13;wCou Springs RoaJ, a 100-fccl wideright-of-way, and on the south line of said 49.49 awe tract, /or a comer of this imd, from uuidpoint, a 1/2" iron rod found at a point of curvature on the south line of said 49.49 acre tract bearsa chord of S 70°01 '20" E, 23.65 feet;
THENCE, with the north right-of-way line of Barton Springs Road and the south line of said49.49 acre tract, along a curve to the left having a radius of 1056.19 feet, a central angle of02°10'24*1, a chord which bears, N 71945'01" W, 40.06 feet, an arc distance of 40.06 feet to a60D nail set for the southwest corner of this tract;
THENCE, across said 49,49 acre tract, the following nine (9) courses:
1) along a curve tb'the left having a radius of 342.04 feet, a central angle of I8°24'17i>, achord which bears, N 12°22'46" £, 109.40 feet, an arc distance of 109.87 feet to a 60Dnail set for the northwest coiner of this tract;
2) N 83°24'22" E, a distance of 306.79 feet to a 60D nail set at a point of curvature of acurve to the right;
Peg* 1 o(55410 South 1st Street • Austin, Texas 78745 • (512)442-7875 • Fax (512) 442-7876 • e-mail: [email protected]
3) along said curve to the right having a radius of 120.00 feet, a central angle of 25°26'27'\a chord which bears, S 83°52'25" E, 52.85 feet, an arc distance of 53.29 feet to a 60Dnail set at the point of tangency;
4) S 71°09'1 1" E, a distance of 153.67 feet to a 60D nail set for the northeast comer of thistract;
5) S 18°50'49" W, a distance of 30.00 feet to a 60D nail set for a corner of this tract;
6) N 71'09'ir \VS a distance of J 53.67 fccl to o 6QT) n.til set ui a p r ; i n r of '-."rvnuirf: rf acurve to the left;
7) aUrng said curve to tlw left luviiig i nttus of 30.00 P^t r. ccn^-il B!-i^c >f 25n/.*/7?st: a
chord which botira. N S3°527S" WF 30.M feet, an tuv. dirtar.cc r,np/>7 Hv.-i Ui J COD wifset ol the point of tiingcncy;
8) S 83°24'22" W, a distance of 272.1 1 feet to u 60D nail .set for a corner of ihis tract;
9) along a curve to the right hnvjng a radius of 382.04 fcp.\ " sentrM ?r?>lr of !4°:0'OS"( ichord which bears, S 13°58'54" W, 96.44 feet, au arc distance of 9(5.70 feet to thePOINT OF BEGINNING niy.! containing 0.432 ucr-- r S,?l 6 r^nr* fc«t) of !aml.
UEARING BASIS NOTE
The bearings described herein are Texas State Plant Grid Bearings, (Central Zone, NAD83(CORS) Combined Scale Factor 1,00010). Project control points were established from referencestation "AUSTIN RRP2" having coordinate values of N=00,086,515.89, E=3,109,682.48 and"H-2Q-300r (CB11) having coordinate values of N=10,061,108.04, £=3,109,304.63.
0.432 Acre (16,816 Square Feet) 5118.32TIAEETemporary Ingres* and Egress Easement
Psgo 2 of 6
THE STATE OF TEXAS §§ KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF TRAVIS §
That I, Gregorio Lopez, Jr., a Registered Professional Land Surveyor, do hereby state thatthe above description is true and correct to the best of my knowledge and belief and that theproperly described herein wcw d«;t-:.iiijir.ini by a. :/j;vr;y iiindc '.;;; 'Ivj ^rouind i;:';da: ay iljr.wii.OJ1-and supewisioo.
l uV/1TNCE3 MY IIAND A1:D G3AT, ^L Ausiia, Travis Cyu^;, Ti^., .liis Ihc ̂ ^j- /. -
day of Fcbmary, 2005, A.D.
Macias & Associntos, Lie.5410 South I" StreetAustin, Texas 78745512-442-7875
t-.to.̂ . -- : i :!^&i ^GregooRegisrcred Professional Land SurveyorNo. 5272 - Stalii of Texas
REFERENCESMAPSCO2003614D
Austin Grid No. MH-21TCAD PARCEL ID NO. 01-0401-0401
JAMES E. BOULDIN,. DECEASEDBOOK. U. PC. 7B. M.O.C.T.C.
BEARING BASTS:THE COORDINA-ES SHOWN ARE BASED ONTHE TEXAS STATE PUWE COORDINATE SYSTEMCENTRAL ZONE, NAD83(CO«S) THE BEARINGSSHOWN ARE GRID SEWINGS. THE CORDIHATESWERE E5TABUSHEO FROU RETERCNCE STATOH"AUSTIN RRP2' HAWNC -COORDINATE VALUESOF N-10.086,515.89. £-3,109,682.48 ANO"h-20-300r (CB11) HAVING COORDINATEVALUES OF N-10.061.108.D4. E--3,109,304.63.COMBINED SCALE FACTOR - 1.00010. AILDISTANCES SHOWN ARE SURFACE DISTANCES.
ID
CITY OF AUSTIN(49.49 AC.)
(TRACT NO. ONE)VOL.881. PC.199. D.R.T.C.
T.CAD. NO. 01-0401-04-01
l=!8'24'17R=342.04*1=109.87*LC=Nt2'22
109.40
,RY HO- 20
=02*10*24R=1056.19L=40.06'LC=N7r43'Ot"W
40.06'
P.O.B.-N= 10.067,888.89E«3,110,336.68GRID
LOT AVERNON'S ADDITION
BOOK. 68. PC. 82. P.R.T.C,
600 NAJL SET
1/2' IRON ROD FOUND
POINT OF BEGINNING
RIGHT OF WAY
PUBLIC UTILITY EASEMENT
TRAVIS COUNTYAPPRAISAL DISTRICTVOUJME. PAGE
DEED RECORDS OfTRAVIS COUNTY. TEXAS
OF THEDISTRICT COURT OFTRAVIS COUNTY. TEXAS
OFFICIAL PUBLIC RECORDSOF TRAVIS COUNTY, TEXAS
RECORD INFORMATION
KC NAUC: B1ia.3ZTUEE(1).(W[
Lopvz.R»gi«t«tfed Prof«aalor>aM.ond SurveyorNo. 5272 - Slate of Texoe PAGE 4 OF 5
A ASSOCIATES, INC. UNO SURVEYORS
^^ ^% ^^ r\ ^\ r\
84(0 SOUTH 1ST STREETMJSTM. TtWB 78749 PH, (S12)442-7B79
nut (BiaX«-7*7» OWL u*cusuRver«cwt>uocNcr
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
LEGEND0
•R.O.W.P.U.E.
TCAD
VOL. PC.
D.R.T.C.
M.D.C.T.C.
BOD HAIL SET
1/2" WON ROD FOUND '
RIGHT OF WAYPUBLIC UTILITY EASEMENT
TRAVIS COUNTYAPPRAISAL DISTRICTVOLUME, PAGEDEED RECORDS OFTRAVIS COUNTY, TEXAS
MINUTES OF THEDISTRICT COURT OF .TRAVIS COUNTY, TEXAS
RECORD INFORMATION
GRAPHIC SCALE
BLOCK APARTITION ESTATE OF
JAMES E- BOULOIN. DECEASEDBOOK. U, PC. 78, U.DC.T.C.
NO- 20
V** «*"££* * ®$$o R= 120.00'
1=53.29'LC=S83'52'25"E
52".85f
LOT 7
co^V^ \^^*jy$ ASPHALT \
^\ \
I 39.,64'
CITY OF AUSTIN(49.49 AC.)
(TRACT NO. ONE)VOL681. PG.199, D.R.T.C.
T.CA.D. NO. 01-0401-04-01
THE COORDINATES SHOWN ARE BASED ONTHE TEXAS STATE PLANE COORDINATE SYSTEMCENTRAL ZONE. NADW(CORS) THE BEARINGSSHOWN ARE CRID BEARINGS. THE CORDINATESWERE; ESTABLISHED FROM REFERENCE STATION'AUSTIN RRP2' HAVING COORDINATE VALUESOF N-10.086,513,89. E-3,109,682,48 AND•H-20-300T (CB11) HAVING COORDINATEVALUES OF N-10,061,108.04. E-3.109,304.63.COMBmED SCALE FACTOR - 1.00010. ALLDISTANCES SHOWN ARE SURFACE DISTANCES.
UAJ JOB HO. 2BIMM-40 K£ NMID fll 1«J3Tl*£EU),OWt
tfiLrfszwXCr«goi#> Lop«z.UJr,,
Profassionor1 LoTid SurveyorNo. 5272 - State of Texas PAGE 5 OF 5
MACIAS fc ASSOCIATES, INCLAND SURVEYORS
WIO SOUTH 1ST VntEZTAUSTIN. TCVS 78745 «t <B12)442-7B7»
(512)443-7171 OWL WCKSUKCVKM(nu«.ICT
CHAPTER 3-2. RESTRICTIONS ON ANIMALS.
ARTICLE!. GENERAL RESTRICTIONS.
§3-2-1 RUNNING AT LARGE PROHIBITED.
Except as specifically provided in this title, anowner or handler may not allow livestock, fowl, a dog,or other domestic or dangerous animal or reptile to runat large.Source: 1992 Code Sections 3-l-3(G). 3-2-2, 3-2-25,and 3-3-2; Ord. 031009-9; Ord. 031211-11.
§3-2-2 NOISY ANIMALS.
An owner or handler may not keep an animal thatmakes frequent or long, continued noise that isdisturbing to a person of normal sensibilities.Source: 1992 Code Section 3-3-6; Ord. 031009-9;Ord.031211-11.
§3-2-3 COMMERCE IN LIVE ANIMALS.
(A) A person commits an offense if the personsells, trades, barters, leases, rents, givesaway, or displays for a commercial purposea live animal on a roadside, public right -of-way, or commercial parking lot, or at anoutdoor special sale, swap meet, flea market,parking lot sale, or similar event.
(B) This section does not apply to:
(1) a sale held on privately owned propertywith the permission of the owner,
(2) a parking lot where the seller has theowner's permission; or
(3) an event primarily for the sale ofagricultural livestock such as hoofedanimals or animals or fowl commonlyraised for food, dairy, or fiber products.
(A) Except as provided in Subsection (B), aperson may not:
(1) knowingly shoot, kill, or hunt a wildanimal; or
(2) use a steel-jawed spring trap or anyother type of trap that could injure atrapped animal or person.
(B) Subsection (A) does not prohibit the use ofconventional mouse traps to catch mice andrats.
(C) It is an affirmative defense to prosecutionunder this section that the person is:
(1) a City employee acting within thecourse and scope of the person's duty'sas a City employee; or
(2) acting within the scope of an unexpiredpermit issued by the director of theParks and Recreation Department or thedirector of the Water and WastcwaterDepartment authorizing the person tohunt or trap animals on a wildlifepreserve.
