CM-10-04-095Deed Recordation Affidavit
Edwards Aquifer Protection Plan
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
BEFORE ME, the undersigned authority, on this day personally appeared JAMES R. NUSE, who, being
duly sworn by me, deposes and says:
(1)
That niy name is JAMES R. NUSE, City Manager for the City of Round Rock, Texas, and that I
am authorized to certify that the CITY OF ROUND ROCK, TEXAS owns the real property
described below.
(2) That said real property is subject to an EDWARDS AQUIFER PROTECTION PLAN which was
required under 30 Texas Administrative Code (TAC) Chapter 213.
That the EDWARDS AQUIFER PROTECTION PLAN for said real property was approved by
the Texas Commission on Environmental Quality (TCEQ) on April 8, 2010.
A copy of the letter of approval from the TCEQ is attached to this affidavit as Exhibit "A" and is
incorporated herein by reference.
(3)
(4) The said real property is located in Williamson County, Texas, and the legal description of the
property is as follows:
Parcel 1. See Exhibit "B".
Parcel 2. See Exhibit "C".
Parcel 3. See Exhibit "D".
Parcel 4. Lot 2A, Replat of Lot 2, Block 6, E. H. & A, Round Rock Joint Venture Subdivision, a
subdivision in and to the City of Round Rock, Williamson County, Texas, according to
the map or plat thereof, recorded in Cabinet L, Slides 191-192, Plat Records of
Williamson County, Texas.
t�
SWORN AND SUBSCRIBED TO before me on this VY day of • pril, 2010.
ES R. NUSE, Affiant, for Landowner
11144/ 1111W
NOTARY PUBLIC
THE STATE OF TEXAS
COUNTY OF WILLIAMSON §
BEFORE ME, the undersigned authority, on this day personally appeared JAMES R. NUSE, known to
me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed same for the purposes and consideration therein expressed, and in the capacity indicated.
GIVEN under my hand and seal of office on this '2.3day of April, 2010.
SARA L. WHITE
MY CO M!sS:;,N EXPIRES
AaS 1
0:WdOx\SCC1nte\0199\7127\REALESTATE\00189797. DOC/rrc
bMt-IO-n -0c15"
NOT Y�P/UBLIC
Vit 1..
Typed or Printed Name of Notary
MY COMMISSION EXPIRES:
13ryan W. Shaw, Ph.I)., Chairman
Buddy Garcia, Commissioner
Carlos Rubinstein, Cormnissioner
Mark R. Vickery, P.G. Lxeculive Director
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY
Protecting Texas lir/ /?educing and Preventing Pollution
April 8, 201(1
Mi. James R. Nuse, P.E.
City of Round Rock
212 Commerce Boulevard
Round Rock, Texas, 78664
Re: Edwards Aquifer, Williamson County
NAME OF PROJECT: City of Round Rock Intermodal Transit & Parking Facility;
Located on the west side of Brown Street between Main and Bagdad Ave; Round Rock
TYPE OF PLAN: Request for Approval of a Water Pollution Abatement Plan (WPAP)
30 Texas Administrative Code (TAC) Chapter 213 Edwards Aquifer Protection Program
ID No. 10030501; lnvestigation.No. 797797; Regulated Entity No, RN105892277
Dear Mr. Nuse:
The Texas Commission on Environmental Quality (TCEQ) has completed its review of the
WPAP application for the above -referenced project submitted to the Austin Regional Office by
FHI Civil & Structural Engineering on March 5, 2010. Final review of the WPAP was
completed after additional material was received on March 29, 2010. As presented to the TCEQ,
the Temporary and Permanent Best Management Practices (BMPs) and construction plans were
prepared by a Texas Licensed Professional Engineer to be in general compliance with the
requirements of 30 TAC Chapter 213. These planning materials were sealed, signed and dated
by a Texas Licensed Professional Engineer. Therefore, based on the engineer's concurrence of
compliance, the planning materials for construction of the proposed project and pollution
abatement measures are hereby approved subject to applicable state rules and the conditions in
this letter. The applicant or a person affected may file with the chief clerk a motion for
reconsideration of the executive director's final action on this Edwards Aquifer Protection Plan.
A motion for reconsideration must be filed no later than 23 days after the date of this approval
letter. This approval expires two (2) years .from the date of this letter unless., prior to the
expiration date, more than 1 0 percent of the construction has commenced 011 the project or an
extension of time has been requested.
PROJECT DESCRIPTION
The proposed commercial development will have an area of approximately 0.94 acres. The site
currently has three existing buildings/structures with 40% existing impervious cover. The
project will demolish all of the existing buildings and paved areas on site. The proposed
development will build a Transit and Parking Facility with approximately 37,670 square feet of
REPLY TO: REGION 11 6 2800 S. NIP::PST/1TE I-IwY. 35, SU- 100 ° AUSTIN, TEXAS 78704-5700 a 512-339-2929 e • FAx 512.339-3795
RU. Ilox 13087 4 Austin, Texas 78711-3087 * 512-239-1000 e Internet address: www.tceq.state.tx.us
pnma` •... ,.,.r�.d ppm.: .r.,•na..vr:ut.
Mr. James R. Nuse, P.E.
April 8, 2010
Page 2
total impervious cover. The final impervious cover will be 0.86 acres (92%). Project wastewater
will be disposed of by conveyance to the existing LCRA/BRA Brushy Creek Alliance Regional
Wastewater Treatment Plant owned by the LORA,
PERMANENT POLLUTION ABATEMENT MEASURES
A sedimentation basin and sand filter constructed with a previous WPAP (City of Round Rock
Southwest Downtown District, Edwards Aquifer Protection Program ID No. 11-05032802) will
provide water quality treatment for the site. The partial sedimentation and filtration pond
provides 53,385 cubic feet of water quality volume including a 3,314 square foot sand filter. The
drainage basin for the water quality pond is 16.21 acres and contains 13.88 acres of impervious
cover. The other 4.53 acres included in the eastern portion of the Southwest Downtown District
will not he treated in the water quality pond, but the area Is accounted for in the load removal
calculations. The approved measures meet the required 80 percent removal of the increased load
in total suspended solids caused by the project.
GEOLOGY
According to the geologic assessment included with the application, there are no sensitive
geologic features located on this project. The Austin Regional Office did not conduct a site
assessment since the areas have been previously disturbed and the original geologic conditions of
the site are no Longer apparent.
STANDARD CONDITIONS
1. Pursuant to Chapter 7 Subchapter C of the Texas Water Code, any violations of the
requirements in 30 TAC Chapter 213 may result in administrative penalties.
2. The holder of the approved Edwards Aquifer protection plan must comply with all
provisions of 30 TAC Chapter 2l3 and all best management practices and measures
contained in the approved plan. Additional and separate approvals, permits, registrations
and/or authorizations from other TCEQ Programs (i.e., Stormwater, Water Rights, UIC)
can be required depending on the specifics of the plan.
3. In addition to the rules of the Commission, the applicant may also be required to comply
with state and local ordinances and regulations providing for the protection of water
quality.
Prior to Commencement of Construction:
4. Within 60 days of receiving written approval of an Edwards Aquifer Protection Plan, the
applicant must submit to the Austin Regional Office, proof of recordation of notice in the
county deed records, with the volume and page number(s) of the county deed records of
the county in which the property is located. A description of the property boundaries
shall be included in the deed recordation in the county deed records. A suggested form
Mr. James R. Nuse, P.E.
April 8, 2010
Page 3
(Deed Recordation Affidavit, TCEQ-0625) that you may use to deed record the approved
WPAP is enclosed.
5. All contractors conducting regulated activities at the referenced project location shall be
provided a copy of this notice of approval. At least one complete copy of the approved
WPAP and this notice of approval shall be maintained at the project location until all
regulated activities are completed.
6. Modification to the activities described in the referenced WPAP application following the
date of approval may require the submittal of a plan to modify this approval, including
the payment of appropriate fees and all information necessary for its review and approval
prior to initiating construction of the modifications.
7. The applicant must provide written notification of intent to commence construction,
replacement, or rehabilitation of the referenced project. Notification must be submitted
to the Austin Regional Office no later than 48 hour's prior to commencement of the
regulated activity. Written notification must include the date on which the regulated
activity will commence the name of the approved plan and program ID number for the
regulated activity, and the name of the prime contractor with the name and telephone
number of the contact person. The executive director will use the notification to
determine if the approved plan is eligible for an extension.
8. Temporary erosion and sedimentation (E&S) controls, i.e., silt fences, rock berms,
stabilized construction entrances, or other controls described in the approved WPAP,
must be installed prior to construction and maintained during construction. Temporary
E&S controls may be removed when vegetation is established and the construction area is
stabilized. If a water quality pond is proposed, it shall be used as a sedimentation basin
during construction. The TCEQ may monitor stormwater discharges from the site to
evaluate the adequacy of temporary E&S control measures. Additional controls may be
necessary if excessive solids are being discharged from the site.
9. All borings with depths greater than or equal to 20 feet must be plugged with non shrink
grout from the bottom of the hole to within three (3) feet of the surface. The remainder
of the hole must be backfilled with cuttings from the boring. All borings less than 20 feet
must be backfilled with cuttings from the boring. All borings must be backfilled or
plugged within four (4) days of completion of the drilling operation.' Voids may be filled
with gravel.
During Construction:
10. During the course of regulated activities related to this project, the applicant or agent
shall comply with all applicable provisions of 30 TAC Chapter 213, Edwards Aquifer.
The applicant shall remain responsible for the provisions and conditions of this approval
until such responsibility is legally transferred to another person or entity.
Mr. James R. Nuse, P.L.
April 8, 2010
Page 4
11. This approval does not authorize the installation of temporary aboveground storage tanks
on this project. If the contractor desires to install a temporary aboveground storage tank
for use during construction, an application to modify this approval must he submitted and
approved prior to installation. The application must include information related to tank
location and spill containment. Refer to Standard Condition No. 6, above.
12. If any sensitive feature (caves, solution cavities, sink holes, etc.) is discovered during
construction, all regulated activities near the feature must be suspended immediately.
The applicant or his agent muss immediately notify Austin Regional Office of the
discovery of the feature. Regulated activities near the feature may not proceed until the
executive director has reviewed and approved the methods proposed to protect the feature
and the aquifer from potentially adverse impacts to water quality. The plan must be
sealed, signed, and dated by a Texas Licensed Professional Engineer.
13. Alt water wells, including injection, dewatering, and monitoring wells must be in
compliance with the requirements of the Texas Department of Licensing and Regulation
under Title 16 TAC Chapter 76 (relating to Water Well Drillers and Pump Installers) and
all other locally applicable rules, as appropriate.
14. If sediment escapes the construction site, the sediment must be removed at a frequency
sufficient to minimize offsite impacts to water quality (e.g., fugitive sediment in street
being washed into surface streams or sensitive features by the next rain). Sediment must
be removed from sediment traps or sedimentation ponds not later than when design
capacity has been reduced by 50 percent. Litter, construction debris, and construction
chemicals shall be prevented from becoming stormwater discharge pollutants.
15. Intentional discharges of sediment laden water are not allowed. If dewatering becomes
necessary, the discharge will be filtered through appropriately selected best management
practices. These may include vegetated filter strips, sediment traps, rock berms, silt fence
rings, etc.
16. The following records shall be maintained and made available to the executive director
upon request: the dates when major grading activities occur, the dates when construction
activities temporarily or permanently cease on a portion of the site, and the dates when
stabilization measures are initiated.
17. Stabilization measures shall be initiated as soon as practicable in portions of the site
where construction activities have temporarily or permanently ceased, and construction
activities will not resume within 21 days. When the initiation of stabilization measures
by the 14th day is precluded by weather conditions, stabilization measures shall be
initiated as soon as practicable.
Mr. James R. Nuse, P.E.
April 8, 2010
Page 5
After Completion of Construction:
18. The applicant shall be responsible for maintaining the permanent T3MPs after
construction until such time as the maintenance obligation is either assumed in writing by
another entity having ownership or control of the property (such as without limitation, an
owner's association, a new property owner or lessee, a district, or municipality) or the
ownership of the property is transferred to the entity. The regulated entity shall then be
responsible for maintenance until another entity assumes such obligations in writing or
ownership is transferred. A copy of the transfer of responsibility must be filed with the
executive director through Austin Regional Office within 30 days of the transfer. A copy
of the transfer form (TCEQ-10263) is enclosed.
19. Upon legal transfer of this property, the new owner(s) is required to comply with all
terms of the approved Edwards Aquifer protection plan. If the new owner intends to
continence any new regulated activity on the site, a new Edwards Aquifer protection plan
that specifically addresses the new activity must be submitted to the executive director.
Approval of the plan for the new regulated activity by the executive director is required
prior to commencement of the new regulated activity.
20. An Edwards Aquifer protection plan approval or extension will expire and no extension
will be granted if more than 50 percent of the total construction has not been completed
within ten years from the initial approval of a plan. A new Edwards Aquifer protection
plan must be submitted to the Austin Regional Office with the appropriate fees for review
and approval by the executive director prior to commencing any additional regulated
activities.
If you have any questions or require additional information, please contact Mr. Ben E. Milford,
P.G., of the Edwards Aquifer Protection Program of the Austin Regional Office at (512) 339-
2929.
Sincerely,
YY V
Mark R. Vick y, P.G., Executive Director
Texas Commission on Environmental Quality
MRV/bem
Enclosures: Deed Recordation Affidavit, Form TCEQ-0625
Change In Responsibility FormTCEQ-10263
cc: Mr. Erickson 13. Mendoza, P.E., FRI Civil & Structural Engineering, Round Rock
Mr. Danny L. Halden, P.E., City Engineer, City of Round Rock
TCEQ Central Records, Building F, MC 212
EXHIBIT
"Brr
Parcel 1
0.181 Acres Tract
Page 1 of 3
PARCEL 1
DESCRIPTION
FOR A 0.181 ACRE (7:904 SQUARE FOOT) TRACT OF LAND SITUATED
IN THE WILEY HARRIS SURVEY, ABSTRACT NO. 298 IN WILLIAMSON
COUNTY. TEXAS. BEING ALL OF LOT 2A OF THE REPLAT OF LOT 2,
BLOCK 6 E.H. & A., ROUND ROCK JOINT VENTURE SUBDIVISION, Al
SUBDIVISION ACCORDING TO THE PLAT OF RECORD IN CABINET L,
SLIDE 191 OF THE PLAT RECORDS OF SAID COUNTY, SAID 0.181 ACRE
TRACT, AS SHOWN ON THE ACCOMPANYING SURVEY SKETCH, IS
MORE PARTICULARLY DESCRIBED BY METES .AND BOUNDS AS
FOLLOWS:
BEGINNING at a'/" iron rod with "Baker-Aicklen" cap set on a point in the north right-of-
way line of Bagdad Avenue (80' right-of-way width), said point being the southwest corner
of Lot 2B of said Replat of Lot 2, Block 6. E.H. & A., Round Rock John Venture
Subdivision, SAME BEING THE SOUTHEAST CORNER OF SAID Lot 2A, for the
southeast corner and POINT OF BEGINNING hereof;
THENCE with the north right-of-way line of said Bagdad Avenue, same being the south
boundary line of said Lot 2A, S 70°42'28" W for a distance of 96.33 feet to a ''/" iron rod
with "Baker-Aicl:len" cap set on a point in the south boundary line of Lot 7 of the Original
Town of Round Rock, a subdivision according to the plat of record in Cabinet A, Slide 190
of said Plat Records, sanne being the southwest corner of said Lot 2A, for the southwest
corner hereof;
THENCE departing the north right-of-way line of said Bagdad Avenue, through the interior
of said Lot 7, with the west boundary line of said Lot 2A, N 19°27'55" W for a distance of
82.03 feet to a ''.4" iron rod with "Baker-Aicklen" cap set on a point being the northwest
corner of said Lot 2A, for the northwest corner hereof
THENCE continuing, in part, through the interior of Lot 7 and Lot 6 of said Original Town
of Round Rock, and in part with the south boundary line of a tract of land in deed to Dain Jay
Johnson of record in Document No. 2007064224 of the Official Public Records of said
Parcel 1
0.181 Acres Tract
Page 2 of 3
County, and in part, with the south boundary line of Lot 1, Block 6 of E.H. & A. Round Rock
Joint Venture Subdivision, a subdivision according to the plat of record in Cabinet H, Slide
48 of said Plat Records, N 70°42'32" E for a distance of 96.38 feet to a 'W iron rod with
"Balser-Aickleif cap set on a point being the northwest corner of said Lot 2B, same being the
northeast corner of said lot 2A, for the northeast corner hereof
THENCE departing the south boundary line of said Lot 1, with the west boundary line of
said Lot 213, same being the east boundary line of said Lot 2A, S 19°26'02" E for a distance
of 82.03 feet to the POINT OF BEGINNING hereof and containing 0.181 acre of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during October, 2009.
Surveyed under the direct supervision of the undersigned during October, 2009:
Parker J. Grah
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
/o
Job No.: 1906-3-001-20
Filename: W:IPROJECTSICORRIINTERMODAL TRANSIT & PARKING FACIL1TYIPARCEL
DESCRIPTIONICORR Intermodal -Parcel 1.doc
SKETCH TO ACCOMPANY DESCRIPTION
PARCEL 1
BLOCK 6 ( 1
12 I ORIGINAL TOWN OF ROUND 1 15
I
ROpK
CAB. A, SL. 190 j 1 DAIN JAY JOHNSON
DOC. NO. 2007064224
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ALLEY VACATED BY CITY
ORDINANCE NO. 2147
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34.98'
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N 19°27'55" W 82.03'
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32.04' 29.35'
(!)
N 70°42'32" E 96.38'
2A
REPLAT OF LOT 2, BLOCK 6, E. H. & A.
ROUND ROCK JOINT VENTURE
SUBDIVISION
CAB. L, SL. 191
PARCEL 1
0.181 AC.
(7,904 SF)
S 70°42'28" W 96.33'
0
S 10°26'02" E 82.03'
BAGDAD AVENUE (80' R.O.W.)
,O- Zo -2001
LEGEND
J
LOT 1
0 15 30
ORIGINAL SCALE
1"=30'
BLOCK "6"
E. H. & A. ROUND ROCK JOINT
VENTURE SUBDIVISION
CAB. H, SL. 48
28
REPLAT OF LOT 2, BLOCK 6. E.
H. & A. ROUND ROCK JOINT
VENTURE SUBDIVISION
CAB. L, SL. 191
POINT OF
BEGINNING
O 1/2" IRON ROD WITH
"BAKER-AICKLEN" CAP SET
DATE: .10/19/2009
JOB ND.: 1908-3-001-20
BY: PJG
CHK: MAN
PAGE 3 OF 3
AKER-AICKLE13sisk & ASSOCIATES, INC.
Engineers • Surveyors • GIS • Planning
W.'PROJECTSSCORRIINTERMOOAL TRANSIT & PARKING FACILITYIPARCEL OWGICORR PARCEL-1.dwg (PARCEL -1j OcIGbs720,2009. 9A7am
4U52RUSHY CREEK RD,
CEDAR PARK. TX 713513
1519 2G1}37aa
Parcel 2
0.318 Acres Tract
Page 1 of 3
PARCEL 2
DESCRIPTION
EXHIBIT
"cr,
FOR A 0.318 ACRE (13,874 SQUARE FOOT) TRACT OF LAND SITUATED
IN THE WILEY HARRIS SURVEY, ABSTRACT NO. 298 IN WILLIAMSON
COUNTY, TEXAS, BEING ALL OF LOT 1, BLOCK 6 OF E.H. & A., ROUND
ROCK JOINT VENTURE SUBDIVISION, A SUBDIVISION ACCORDING TO
THE PLAT OF RECORD IN CABINET H, SLIDE 48 OF THE PIAT
RECORDS OF SAID COUNTY, SAID 0.318 ACRE TRACT, AS SHOWN ON
THE ACCOMPANYING SURVEY SKETCH, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 'h" iron rod found on a point in the south right-of-way line of West Main
Avenue (100' right-of-way width), said point being the northeast corner of a tract of land in
deed to Dain Jay Johnson of record in Document No. 2007064224 of the Official Public
Records of said County, same being the northwest corner of said Lot 1 for the northwest
corner and POINT OF BEGINNING hereof;
THENCE with the south right-of-way line of said West Main Avenue, same being the north
boundary line of said Lot 1, N 70°33'42" E for a distance of 60.03 feet to a'/z" iron rod with
"Baker-Aicklen" cap set on a point in the west right-of-way line of South Brown Street (80'
right-of-way width), said point being the northeast corner of said Lot 1, for the northeast
corner hereof:
THENCE with the west right-of-way line of said South Brown Street, same being the east
boundary line of said Lot 1, S 19°23'06" E for a distgnce of 187.97 feet to a ''/z" iron rod with
"Baker-Aicklen" cap set on a point being the northeast corner of Lot 2B, of the Replat of Lot
2, Block 6, E.H. & A. Round Rock Joint Venture Subdivision, a subdivision according to the
plat of record in Cabinet L, Slide 191 of said Plat Records, sante being the southeast corner
of said Lot I, for the southeast corner hereof;
THENCE with the north boundary line of said Replat of Lot 2, Block 6, E.H. & A. Round
Rock Joint Venture Subdivision, same being the south boundary line of said Lot 1,
S 70°42'32" W for a distance of 108.67 feet to a '/s" iron rod with "Baker-Aicklen" cap set
Parcel 2
0.318 Acres Tract
Page 2 of 3
on a point being the south east corner of said Dain Jay Johnson tract, same being the
southwest corner of said Lot 1, for the southwest corner hereof;
TJJENCE departing the north boundary line of said Replat of Lot 2, Block 6, E.H. & A.
Round Rock Joint Venture Subdivision, with the east boundary line of said Dain Jay Johnson
tract, same being the west boundary line of said Lot 1, the following three (3) courses and
distances:
1. N 19°23'06" W for a distance of 52.66 feet to a %2" iron rod found for an angle
point hereof,
2. N 70°42'32" E for a distance of 48.15 feet to a'/2" iron rod with "Baker-Aicklen"
cap set for an angle point hereof and
3. N 19°10'38" W for a distance of 135.16 feet to the POINT OF BEGINNING
hereof and containing 0.318 acre of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during October, 2009,
Surveyed under the direct supervision of the undersigned during October, 2009:
dGci Gtr- /o-�o-zcpc,y
Parker .1. Grab fj
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1906-3-001-20
Filename: W:IPROJECTS1CORR11NTERMODAL TRANSIT & PARKING FACILITYV'ARCEL
DESCRIPTIONICORR Intermodal -Parcel 2.doc
EXHIBIT
HDH
Parcel 3
0.287 Acres Tract
Page 1 of 3
PARCEL 3
DESCRIPTION
FOR A 0.287 ACRE (12,486 SQUARE FOOT) TRACT OF LAND SITUATED
IN THE WILEY HARRIS SURVEY, ABSTRACT NO. 298 IN WILLIAMSON
COUNTY. TEXAS, BEING ALL OF THAT CERTAIN TRACT OF LAND IN
DEED TO DAIN JAY JOHNSON OF RECORD IN DOCUMENT NO.
2007064224 OF THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY,
SAID 0.287 ACRE TRACT, AS SHOWN ON THE ACCOMPANYING
SURVEY SKETCH, IS MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS:
BEGINNING at a'/2" iron rod found on a point in the south right-of-way line of West Main
Avenue (100' right-of-way width), said point being the northwest corner of Lot 1. Block 6 of
E.H. & A. Round Rock Joint Venture Subdivision, a subdivision according to the plat of
record in Cabinet H. Slide 48 of the Plat Records of said County, same being the northeast
corner of said Dain Jay Johnson tract; for the northeast corner and POINT OF
BEGINNING hereof:
THENCE departing the south right-of-way line of said West Main Avenue, with the west
boundary line of said Lotl, same being the east boundary line of said Dain Jay Johnson tract,
the following three (3) courses and distances:
1. S 19°10'38" E for a distance of 135.16 feet to a ''/2" iron rod with `Baker-
Aicklen" cap set for an angle point hereof,
S 70°42'32" W for a distance of 48.15 feet to a''/2" iron rod with "Baker-Aicklen"
cap set for an angle point hereof. and
3. S 19°23'06" E for a distance of 52.66 feet to a''/_" iron rod with "Balker-Aicklen"
cap set on a point in the north boundary line of Lot 2A of the Replat of Lot 2,
Block 6. E.H. & A. Round Rock Joint Venture Subdivision, a subdivision
according to the plat of record in Cabinet L, Slide 191 of the Plat Records of said
Parcel 3
0.287 Acres Tract
Page 2 of3
County, said point being the southwest corner of said Lot 1, same being the
southeast corner of said Dain Jay Johnson tract, for the southeast corner hereof;
THENCE with the north boundary line of said Lot 2A, same being the south boundary line of
said Dain Jay Johnson tract, S 70°42'32" W for a distance of 32.04 feet to a 1/2" iron rod with
"Baker-Aicklen" cap set on a point being the southwest corner of said Dain Jay Johnson tract, for
the southwest corner hereof;
THENCE with the west boundary line of said Dain Jay Johnson tract, N 19°10'38" W for a
distance of 187.61 feet to a 1/2" iron rod with "Baker-Aicklen" cap set on a point in the south
right-of-way line of said West Main Avenue, said point being the northwest comer of said Dain
Jay Johnson tract, for the northwest corner hereof
THENCE with the south right-of-way line of said West Main Avenue, same being the north
boundary line of said Dain Jay Johnson tract N 70°33'42" E for a distance of 80.00 feet to the
POINT OF BEGINNING hereof and containing 0.287 acre of hand.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during October, 2009.
Surveyed under the direct supervision of the undersigned during October, 2009:
w4z
Parker J. Graha
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES. INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
/0- 20 2c4227
Job No.: 1906-3-001-20
Filename: W:\PROJECTS\CORK\INTERMODAL TRANSIT
DESCRIPTION\CORR Interrnodal-Parcel 3.doc
& PARKING
FACILITYIPARCEL
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PARCEL 3
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14
WESTMAIN AVENUE (100' R.O.W.)
ALLEY VACATED BY CITY
ORDINANCE NO. 2147
BLOCK 6
ORIGINAL TOWN OF ROUIjID ROCK
(CAB. A, SL. 190
8
7
r
I
LEGEND
6
15
POINT OF
BEGINNING
LO
0
°
z
N 70°33'42" E 80.00'
DAIN JAY JOHNSON
DOC. NO. 2007064224
PARCEL 3
0.287 AC.
(12,486 SF)
S 19°10'38" E
Q` S 70°42'32" W 48.15'
S 70°42'32" W
O 32.04' O
o 1/2" IRON ROD WITH
"BAKER-AICKLEN" CAP SET
e 1/2" IRON ROD FOUND
2A
S 19°23'06" E
0
15
30
ORIGINAL SCALE
1"=30'
- -2o2ona7
LOT 1 BLOCK "6"
E. H. & A. ROUND ROCK JOINT
VENTURE SUBDIVISION
CAB. H, SL. 48
REPLAT OF LOT 2, BLOCK 6, E. H. & A.
ROUND ROCK JOINT VENTURE
SUBDIVISION
CAB. L, SL. 191
DATE: 10/19/2009
JOB NO.: 1906-3.001-20
BY: PJG
CHK: MAN
PAGE 3 OF 3
2B
SOUTH BROWN STREET
BAKER-AICKLEN
& ASSOCIATES, INC.
Snell -leers • Surveyors • GIS • Planning
W.IPROJECTStCORRUNTERMODAL TRANSIT & PARKING FAC ILITYIPARCEL DV.13 CORR PARCEL -3 dag (PARCEL -3I October 23. 2003 - 952am
4435 8 RU5KV CREEK R43
CEOAR PARK IX 18513
<5121 2 1.3738
ROUND ROCK, TEXAS
PURPOSE. PASSION. PROSPERITY.
Item Caption:
Approval Date:
City Manager Approval Summary Sheet
Consider executing a Deed Recordation Affidavit for the approved Water Pollution
Abatement Plan for the Intermodal Transit and Parking Facility.
4/23/2010
Department: Engineering and Development Services
Project Manager: Larry Madsen
Item Summary:
Received a written approval of the Edwards Aquifer Protection Plan and we must submit proof of recordation in the
county deed records to record the approved Water Pollution Abatement Plan for the Intermodal Transit and Parking
Facility project.
Strategic Plan Relevance:
Mobility and Connectivity Strategic Initiative 2060 Vision: Residents and visitors will
have alternative choices for transportation including public transportation options,
pedestrian/biking options and personal vehicle.
Cost: $0.00
Source of Funds: 2002 GO Bonds
REV. 3/8/10
10.19.09
Request for City Council/City Manager Action
® City Council [0:1 City Manager
Submit completed form for all City Manager and City Council approvals.
Received:
Tag #:
Original Documents Received: z
Department Name: Engineering and Development Services Project Name: Intermodal Transit and Parking Facility
Contact Person: Chaz Gordon / Kathy Michna ContractorNendor: Texas Commission on Environmental Quality
Project Mgr/Resource: tarry Madsen
Project Coordinator. David Bartels
Assigned Attorney: 1K Gayle
City Council or City Manager Approval Date:
Agenda Wording
Funding Source: 2002 General Obligation Bonds
Additional funding Source:
Amount: $
Account Number
4/23/2010
Consider executing a Deed Recordation Affidavit for the approved Water Pollution Abatement Plan for the Intermodal Transit and Parking Facility.
Finance Information
Is Funding Required?
Yes
No
Initial Construction Contract
Construction Contract Amendment #
Change Order #
Change in Quantity EDUnforeseen Circumstances
Initial Professional Services Agreement
Supplemental Professional Service Agreement #
Purchasing/Service Agreement
Purchase Order
Item(s) to be purchased
Other (Please dearly identify action below)
Deed Recordation Affidavit
Amount
FINANCE
WA Approved
0 o Finance/CIP Date
EJO FinancelAoct Date
CDD Purohasing Date
El Cl Budget Date
APPROVALS
(to be completed ONLY by Finance)
Final Finance Approval Required
Approved
Finance Director Dale
Once approvals have been obtained, please forward the RFA, blue sheet, backup information and originals to City Secretary, Sara White.
ITEMS WILL NOT BE PLACED ON THE COUNCIL AGENDA WITHOUT FINANCE AND LEGAL APPROVAL PRIOR TO SUBMISSION.
Required for Submission of ALL City Coun ' nd City Manager
Project Mgr. Signature: / Date:
Dept. Director Signature: L Date:
*City Attomey Signature: f ' Date:
City Manager Signature: / Date:
-a3-10
1-}-a3-Io
*City Attorney signa1re i9 required for all items.
REVISED 4/2W2010
LEGAL DEPARTMENT APPROVAL FOR CITY COUNCIL/CITY MANAGER ACTION
Required for Submission of ALL City Council and City Manager Items
Department Name: PW/Engineering
Project Mgr/Resource: Larry Madsen
nCouncil Action:
ORDINANCE
Agenda Wording
Project Name: Intermodal Transit and Parking Facility
ContractorNendor: TCEQ
RESOLUTION
pi City Manager Approval
CMA Wording
Consider executing a Deed Recordation Affidavit for the approved Water Pollution Abatement Plan for the Intermodal Transit and
Parking Facility.
Attorney Approval
Q'Attorney
Notes/Comments
Date
0:\wdox\SCClnts\0199\71231M ISC100189697.XLS
Updated 6/3/08
RECORDED
DOCUMENT
FOLLOWS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Deed Recordation Affidavit
Edwards Aquifer Protection Plan
THE STATE OF TEXAS
COUNTY OF WILLIAMSON
2010027039
BEFORE ME, the undersigned authority, on this day personally appeared JAMES R. NUSE, who, being
duly sworn by me, deposes and says:
(1)
That my name is JAMES R. NUSE, City Manager for the City of Round Rock, Texas, and that I
am authorized to certify that the CITY OF ROUND ROCK, TEXAS owns the real property
described below.
(2) That said real property is subject to an EDWARDS AQUIFER PROTECTION PLAN which was
required under 30 Texas Administrative Code (TAC) Chapter 213.
That the EDWARDS AQUIFER PROTECTION PLAN for said real property was approved by
the Texas Commission on Environmental Quality (TCEQ) on April 8, 2010.
A copy of the letter of approval from the TCEQ is attached to this affidavit as Exhibit "A" and is
incorporated herein by reference.
(4) The said real property is located in Williamson County, Texas, and the legal description of the
property is as follows:
(3)
Parcel 1. See Exhibit "B".
Parcel 2. See Exhibit "C".
Parcel 3. See Exhibit "D".
Parcel 4. Lot 2A, Replat of Lot 2, Block 6, E. H. & A, Round Rock Joint Venture Subdivision, a
subdivision in and to the City of Round Rock, Williamson County, Texas, according to
the map or plat thereof, recorded in Cabinet L, Slides 191-192, Plat Records of
Williamson County, Texas.
SWORN AND SUBSCRIBED TO before me ontlris�day of pril, 2010.
ES R. NUSE, Affiant, for Landowner
THE STATE OF TEXAS §
COUNTY OF WILLIAMSON
gm44/1,
NOTARY PUBLIC
BEFORE ME, the undersigned authority, on this day personally appeared JAMES R. NUSE, known to
me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed same for the purposes and consideration therein expressed, and in the capacity indicated.
GIVEN under myhand and seal of office on this
23 day of April, 2010.
SARA L. WHITE
MY C0Mp.4ISSl;,Fd EXPIRES
J;. y i ; , 2012
0 Awdox\8CCInts10199\7123\REALESTATE\00189797.DOC/r7,
0-oq-oc75-
NOT§AUBLIC
!.• VV�I�v
Typed or Printed Name of Notary
MY COMMISSION EXPIRES:
Bryan W. Shaw, Ph.1)., Chairman
Buddy Garcia, Commissioner
Carlos Rubinstein, Commissioner
Hark R. Vickery, RC., Gxecutiue Director
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY
Protecting Texas by Reducing and Preventing Pollution
April 8, 2010
Mr. James R. Nuse, P.F.
City of Round Rock
212 Commerce Boulevard
Round Rock, Texas, 78664
EXHIBIT
HAll
Re: Edwards Aquifer., Williamson County
NAME OF PROJECT: City of Round Rock Intermodal Transit & Parking Facility;
Located on the west side of Brown Street between Main and Bagdad Ave; Round Rock
TYPE OF PLAN: Request for Approval of a Water Pollution Abatement Plan (WPAP)
30 Texas Administrative Code (TAC) Chapter 213 Edwards Aquifer Protection Program
ID No. 10030501; Investigation'No. 797797; Regulated Entity No, RN 105892277
Dear Mr. Nuse:
The Texas Commission on Environmental Quality (TCEQ) has completed its review of the
WPAP application for the above -referenced project submitted to the Austin Regional Office by
FI -II Civil & Structural Engineering on March 5, 2010. Final review of the WPAP was
completed after additional material was received on March 29, 2010. As presented to the TCEQ,
the Temporary and Permanent Best Management Practices (BMPs) and construction plans were
prepared by a Texas Licensed Professional Engineer to be in general compliance with the
requirements of 30 TAC Chapter 213. These planning materials were sealed, signed and dated
by a Texas Licensed Professional Engineer. Therefore, based on the engineer's concurrence of
compliance, the planning materials for construction of the proposed project and pollution
abatement measures are hereby approved subject to applicable state rules and the conditions m
this letter. The applicant or a person affected may file with the chief clerk a motion for
reconsideration of the executive director's final action on this Edwards Aquifer Protection Plan.
A motion for reconsideration must be filed no later than 23 days after the date of this approval
letter. Thi.s. approval expires two (2) years .from the date of this letter unless, prior to the
expiration dale, More than 10 percent of the construction has commenced on the project of an
extension q f time has been requested.
PROJECT DESCRIPTION
The proposed commercial development will have an area of approximately 0.94 acres. The site
currently has three existing buildings/structures with 40% existing impervious cover. The
project will demolish all of the existing buildings and paved areas on site. The proposed
development will build a Transit and Parking Facility with approximately 37,670 square feet of
Rens' To: lit;ctoi.11 2800 S. INTERSTATE HWY. 35, S'n .100 0 AUSTIN, TeXAS 75704-5700 t 512-339-2929 O FAX 512.339-3795
P.O. l3ox 13087 6 Austin, Toms 78711-3087 6 512-239-1000 e Internet address: www.tccq.state.tx.us
14(mita`• •.t:. c: Vt i, ti ,.'q'c: 1,10;• alri •Hbsr:P , ,t.
Mr. James R. Nuse, P.E.
April 8, 2010
Page 2
total impervious cover. The final impervious cover will be 0.86 acres (92%). Project wastewater
will be disposed of by conveyance to the existing LORA/BRA Brushy Creek Alliance Regional
Wastewater Treatment Plant owned by the LCRA.
PERMANENT POLLUTION ABATEMENT MEASURES
A sedimentation basin and sand filter constructed with a previous WPAP (City of Round Rock
Southwest Downtown District, Edwards Aquifer Protection Program ID No. 11-05032802) will
provide water quality treatment for the site. The partial sedimentation and filtration pond
provides 53,385 cubic feet of water quality volume including a 3,314 square foot sand filter. The
drainage basin for the water quality pond is 16.21 acres and contains 13.88 acres of impervious
cover. The other 4.53 acres included in the eastern portion of the Southwest Downtown District
will not be treated in the water quality pond, but the area is accounted for in the Ioad removal
calculations. The approved measures meet the required 80 percent removal of the increased load
in total suspended solids caused by the project.
GEOLOGY
According to the geologic assessment included with the application, there are no sensitive
geologic features located on this project. The Austin Regional Office did not conduct a site
assessment since the areas have been previously disturbed and the original geologic conditions of
the site are no longer apparent.
STANDARD CONDITIONS
1. Pursuant to Chapter 7 Subchapter C of the Texas Water Code, any violations of the
requirements in 30 TAC Chapter 213 may result in administrative penalties.
2. The holder of the approved Edwards Aquifer• protection plan must comply with all
provisions of 30 TAC Chapter 213 and all best management practices and measures
contained in the approved plan. Additional and separate approvals, permits, registrations
and/or authorizations from other TCEQ Programs (i.e., Stormwater, Water Rights, UIC)
can be required depending on the specifics of the plan.
3. In addition to the rules of the Commission, the applicant may also be required to comply
with state and local ordinances and regulations providing for the protection of water
quality.
Prior to Commencement of Construction:
4. Within 60 days of receiving written approval of an Edwards Aquifer Protection Plan, the
applicant must submit to the Austin Regional Office, proof of recordation of notice in the
county deed records, with the volume and page number(s) of the county deed records of
the county in which the property is located. A description of the property boundaries
shall be included in the deed recordation in the county deed records. A suggested form
Mr. James R. Nuse, P.E.
April 8, 2010
Page 3
(Deed Recordation Affidavit, TCEQ-0625) that you may use to deed record the approved
WPAP is enclosed.
5. All contractors conducting regulated activities at the referenced project location shall be
provided a copy of this notice of approval. At least one complete copy of the approved
WPAP and this notice of approval shall be maintained at the project location until all
regulated activities are completed.
6. Modification to the activities described in the referenced WPAP application following the
date of approval may require the submittal of a plan to modify this approval, including
the payment of appropriate fees and all information necessary for its review and approval
prior to initiating construction of the modifications.
7. The applicant must provide written notification of intent to commence construction,
replacement, or rehabilitation of the referenced project. Notification must be submitted
to the Austin Regional Office no later than 48 hours prior to commencement of the
regulated activity, Written notification must include the date on which the regulated
activity will commence the name of the approved plan and program ID number for the
regulated activity, and the name of the prime contractor with the naive and telephone
number of the contact person. The executive director will use the notification to
determine if the approved plan is eligible for an extension.
8. Temporary erosion and sedimentation (E&S) controls, i.e., silt fences, rock berms,
stabilized construction entrances, or other controls described in the approved WPAP,
must be installed prior to construction and maintained during construction. Temporary
E&S controls may be removed when vegetation is established and the construction area is
stabilized. If a water quality pond is proposed, it shall be used as a sedimentation basin
during construction. The TCEQ may monitor stormwater discharges from the site to
evaluate the adequacy of temporary E&S control measures. Additional controls may be
necessary if excessive solids are being discharged from the site.
9. All borings with depths greater than or equal to 20 feet must be plugged with non -shrink
grout from the bottom of the hole to within three (3) feet of the surface. The remainder
of the hole must be backfilled with cuttings from the boring. All borings less than 20 feet
roust be backfilled with cuttings from the boring. All borings must be backfilled or
plugged within four (4) days of completion of the drilling operation.' Voids may be filled
with gravel.
During Construction:
10. During the course of regulated activities related to this project, the applicant or agent
shall comply with all applicable provisions of 30 TAC Chapter 213, Edwards Aquifer.
The applicant shall remain responsible for the provisions and conditions of this approval
until such responsibility is legally transferred to another person or entity.
Mr. James R. Nuse, l'. i.
April 8, 2010
Page 4
11. This approval does not authorize the installation of temporary aboveground storage tanks
on this project. If the contractor desires to install a temporary aboveground storage tank
for use during construction, an application to modify this approval must be submitted and
approved prior• to installation. The application must include information related to tank
location and spill containment. Refer to Standard Condition No. 6, above.
12. If any sensitive feature (caves, solution cavities, sink holes, etc.) is discovered during
construction, all regulated activities near• the feature must be suspended inntnediately.
The applicant or his agent must immediately notify Austin Regional Office of the
discovery of the feature, Regulated activities near the feature may not proceed until the
executive director has reviewed and approved the methods proposed to protect the feature
and the aquifer from potentially adverse impacts to water quality. The plan must be
sealed, signed, and dated by a Texas Licensed Professional Engineer.
13. All water wells, including injection, dewatering, and monitoring wells must be in
compliance with the requirements of the Texas Department of Licensing and Regulation
under Title 16 TAC Chapter 76 (relating to Water Well Drillers and Pump Installers) and
all other locally applicable rules, as appropriate.
14. If sediment escapes the construction site, the sediment must be removed at a frequency
sufficient to minimize offsite impacts to water quality (e.g., fugitive sediment in street
being washed into surface streams or sensitive features by the next rain). Sediment must
be removed from sediment traps or sedimentation ponds not later• than when design
capacity has been reduced by 50 percent. Litter, construction debris, and construction
chemicals shall be prevented from becoming stormwater discharge pollutants.
15. Intentional discharges of sediment laden water are not allowed. If dewatering becomes
necessary, the discharge will be filtered through appropriately selected best management
practices. These may include vegetated filter strips, sediment traps, rock berms, silt fence
rings, etc.
16. The following records shall be maintained and made available to the executive director
upon request: the dates when major grading activities occur, the dates when construction
activities temporarily or permanently cease on a portion of the site, and the dates when
stabilization measures are initiated.
17. Stabilization measures shall be initiated as soon as practicable in portions of the site
where construction activities have temporarily or permanently ceased, and construction
activities will not resume within 21 days. When the initiation of stabilization measures
by the 14th day is precluded by weather conditions, stabilization measures shall be
initiated as soon as practicable.
Mr. James R. Nuse, P.E.
April 8, 2010
Page 5
After Completion of Construction:
18. The applicant shall be responsible for maintaining the permanent I3MPs after
construction until such time as the maintenance obligation is either assumed in writing by
another entity having ownership or control of the property (such as without limitation, an
owner's association, a new property owner or lessee, a district, or municipality) or the
ownership of the property is transferred to the entity. The regulated entity shall then be
responsible for maintenance until another entity assumes such obligations in writing or
ownership is transferred. A copy of the transfer of responsibility must be filed with the
executive director through Austin Regional Office within 30 days of the transfer. A copy
of the transfer form ('TCEQ-10263) is enclosed.
19. Upon legal transfer of this property, the new owner(s) is required to comply with all
terms of the approved Edwards Aquifer protection plan. If the new owner intends to
commence any new regulated activity on the site, a new Edwards Aquifer protection plan
that specifically addresses the new activity must be submitted to the executive director.
Approval of the pian for the new regulated activity by the executive director is required
prior to commencement of the new regulated activity.
20. An Edwards Aquifer protection plan approval or extension will expire and no extension
will be granted if more than 50 percent of the total construction bas not been completed
within ten years from the initial approval of a plan. A new Edwards Aquifer protection
plan must be submitted to the Austin Regional Office with the appropriate fees for review
and approval by the executive director prior to commencing any additional regulated
activities.
If you have any questions or require additional information, please contact Mr. Ben E. Milford,
P.G., of the Edwards Aquifer Protection Program of the Austin Regional Office at (512) 339-
2929.
Sincerely,
YY,
Mark R. Vicky, P.G., Executive Director
Texas Commission on Environmental Quality
MRVlbem
Enclosures: Deed Recordation Affidavit, Form TCEQ-0625
Change In Responsibility FormTCEQ-10263
cc: Mr. Erickson B. Mendoza, P.E., FH1 Civil & Structural Engineering, Round Rock
Mr. Danny L. Halden, P.E., City Engineer; City of Round Rock
TCEQ Central Records, Building I', MC 212
EXHIBIT
Parcel 1
0.181 Acres Tract
Page 1 of 3
PARCEL 1
DESCRIPTION
FOR A 0.181. ACRE (7;904 SQUARE FOOT) TRACT OF LAND SITUATED
IN THE WILEY HARRIS SURVEY, ABSTRACT NO. 298 IN WILLIAMSON
COUNTY, TEXAS, BEING ALL OF LOT 2A OF THE REPLAT OF LOT 2,
BLOCK 6 E.H. & A., ROUND ROCK JOINT VENTURE SUBDIVISION, A
SUBDIVISION ACCORDING TO THE PLAT OF RECORD IN CABINET L,
SLIDE 191 OF THE PLAT RECORDS OF SAID COUNTY, SAID 0.181 ACRE
TRACT, AS SHOWN ON THE ACCOMPANYING SURVEY SKETCH, IS
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING at a 1/2" iron rod with "Baker-Aicklen" cap set on a point in the north right-of-
way line of Bagdad Avenue (80° right-of-way width), said point being the southwest corner
of Lot 2B of said Replat of Lot 2, Block 6, E.H. & A., Round Rock Joint Venture
Subdivision, SAME BEING THE SOUTHEAST CORNER OF SAID Lot 2A, for the
southeast corner and POINT OF BEGINNING hereof;
THENCE with the north right-of-way line of said Bagdad Avenue: same being the south
boundary line of said Lot 2A, S 70°42'28" W for a distance of 96.33 feet to a %" iron rod
with "Baker-Aicklen" cap set on a point in the south boundary line of Lot 7 of the Original
Town of Round Rock, a subdivision according to the plat of record in Cabinet A, SIide 190
of said Plat Records, same being the southwest corner of said Lot 2A, for the southwest
corner hereof;
THENCE departing the north right-of-way line of said Bagdad Avenue, through the interior
of said Lot 7, with the west boundary line of said Lot 2A, N 19°2T55" W for a distance of
82.03 feet to a '/2" iron rod with "Baker-Aicklen" cap set on a point being the northwest
corner of said Lot 2A, for the northwest corner hereof;
THENCE continuing, in part, through the interior of Lot 7 and Lot 6 of said Original Town
of Round Rock, and in part with the south boundary line of a tract of land in deed to Dain Jay
Johnson of record in Document No. 2007064224 of the Official Public Records of said
Parcel 1
0.181 Acres Tract
Page 2 of 3
County, and in part, with the south boundary line of Lot 1, Block 6 of E.H. & A. Round Rock
Joint Venture Subdivision; a subdivision according to the plat of record in Cabinet H, Slide
48 of said Plat Records, N 70042'32" E for a distance of 96.38 feet to a W' iron rod with
"Baker-Aicklen" cap set on a point being the northwest corner of said Lot 2B, same being the
northeast corner of said lot 2A, for the northeast comer hereof;
THENCE departing the south boundary line of said Lot 1, with the west boundary line of
said Lot 2B, same being the east boundary line of said Lot 2A, S 19°26'02" E for a distance
of 82.03 feet to the POINT OF BEGINNING hereof and containing 0.181 acre of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during October, 2009.
Surveyed under the direct supervision of the undersigned during October, 2009:
Parker J. Grab
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
/0 ^ -2c /
Job No.: 1906-3-001-20
Filename: W:1PROJECTSICORRVNTERMODAL TRANSIT & PARKING FACILITY\PARCEL
DESCRIPTION\CORR Internodal -Parcel 1.doc
SKETCH TO ACCOMPANY DESCRIPTION
PARCEL 1
BLOCK 6 I
12 'ORIGINAL TOWN OF ROUND 115
ROpK
CAB. A,ISL. 190
ALLEY VACATED BY CITY
ORDINANCE NO. 2147
1
8
z
0
CC 0
LL. 0)
CD O `-
0
m 0 Di
<
d
Z
3
0
L_ -L
7
6
34.98'
N 19°27'55" W 82.03'
DAIN JAY JOHNSON
DOC. NO. 2007064224
T
32.04' 29.35'
N 70°42'32" E 96.38'
2A
REPLAT OF LOT 2, BLOCK 6, E, H. & A.
ROUND ROCK JOINT VENTURE
SUBDIVISION
CAB. L, SL. 191
PARCEL 1
0.181 AC.
(7,904 SF)
S 70°42'28" W 96.33'
BAGDAD AVENUE (80' R.O.W.)
o -2 co 1
LEGEND
0
N
a)
S 19°28'02" E
15
30
ORIGINAL SCALE
1" = 30'
LOT 1 BLOCK "6"
E. H. & A. ROUND ROCK JOINT
VENTURE SUBDIVISION
CAB. H, SL. 48
28
REPLAT OF LOT 2, BLOCK 6, E.
H. & A. ROUND ROCK JOINT
VENTURE SUBDIVISION
CAB. L, SL. 191
POINT OF
BEGINNING
O 1/2" IRON ROD WITH
"BAKER-AICKLEN" CAP SET
DATE:.10/19/2009
JOB NO.: 1906-3-001-20
BY: PJG
CHK: MAN
PAGE 3 OF 3
BAKER-ACKLEN 4C15BRUSI- CREEKRP.
L ASSOCIATES, INC. CEDAR PARK. TX78513
Engineers • Surveyors • GIS • 'innnfng 1512 2Ga-s7Co
W:IPROJECTSICORRIINTERMDDAL TRANSIT & PARKING FACIUTYtPARCEL DWGICORR PARCEL-1isminaumsfasau
,dwg (PARCEL -11 October 20, 2009.9:47am
Parcel 2
0.318 Acres Tract
Page i of 3
PARCEL 2
DESCRIPTION
EXHIBIT
no
FOR A 0.318 ACRE (13,874 SQUARE FOOT) TRACT OF LAND SITUATED
IN THE WILEY HARRIS SURVEY, ABSTRACT NO. 298 IN WILLIAMSON
COUNTY, TEXAS, BEING ALL OF LOT 1, BLOCK 6 OF E.H. & A., ROUND
ROCK JOINT VENTURE SUBDIVISION, A SUBDIVISION ACCORDING TO
THE PLAT OF RECORD IN CABINET H, SLIDE 48 OF THE PLAT
RECORDS OF SAID COUNTY, SAID 0.318 ACRE TRACT, AS SHOWN ON
THE ACCOMPANYING SURVEY SKETCH, IS MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a '/4" iron rod found on a point in the south right-of-way line of West Main
Avenue (100' right-of-way width), saki point being the northeast corner of a tract of land in
deed to Dain Jay Johnson of record in Document No. 2007064224 of the Official Public
Records of said County, same being the northwest corner of said Lot 1 for the northwest
corner and POINT OF BEGINNING hereof;
THENCE with the south right-of-way line of said West Main Avenue, same being the north
boundary line of said Lot 1, N 70°33'42" E for a distance of 60.03 feet to a '/" iron rod with
"Baker-Aicklen" cap set on a point in the west right-of-way line of South Brown Street (80'
right-of-way width), said point being the northeast corner of said Lot 1, for the northeast
corner hereof:
THENCE with the west right-of-way line of said South Brown Street, same being the east
boundary line of said Lot 1, S 19°23'06" E for a distQnce of 187.97 feet to a 1/4" iron rod with
"Baker-Aicklen" cap set on a point being the northeast corner of Lot 2B, of the Replat of Lot
2, Block 6, E.H. & A. Round Rock Joint Venture Subdivision, a subdivision according to the
plat of record in Cabinet L, Slide 191 of said Plat Records, same being the southeast corner
of said Lot 1, for the southeast corner hereof;
THENCE with the north boundary line of said Replat of Lot 2, Block 6, E.H. & A. Round
Rock Joint Venture Subdivision, same being the south boundary line of said Lot 1,
S 70°42'32" W for a distance of 108.67 feet to a t//" iron rod with "Baker•Aicklen" cap set
Parcel 2
0.318 Acres Tract
Page 2 of 3
on a point being the south east cornea• of said Dain Jay Johnson tract, same being the
southwest corner of said Lot 1, for the southwest corner hereof;
THENCE departing the north boundary line of said Replat of Lot 2, Block 6, E.H. & A.
Round Rock Joint Venture Subdivision, with the east boundary line of said Dain Jay Johnson
tract, same being the west boundary line of said Lot 1, the following three (3) courses and
distances:
1. N 19°23'06" W for a distance of 52.66 feet to a 1/2" iron rod found for an angle
point hereof,
2. N 70°42'32" E for• a distance of 48.15 feet to a 1/2" iron rod with "Baker-Aicklen"
cap set for an angle point hereof and
3. N 19°10'38" W for• a distance of 135.16 feet to the POINT OF BEGINNING
hereof and containing 0.318 acre of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per• GPS survey performed during October, 2009.
Surveyed under the direct supervision of the undersigned during October, 2009:
Parker• J. Grab ria
/0 "2o--2cpv7
Registered Professional Land Surveyor No. 5556
BAKER-AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1906-3-001-20
Filename: W:\PROIECTSICORRIINTERMODAL TRANSIT
DESCRIPTION\CORR Intermodal -Parcel 2.doc
& PARKING FACILITYIPARCEL
Parcel 3
0.287 Acres Tract
Page 1 of 3
PARCEL 3
DESCRIPTION
FOR A 0.287 ACRE (12,486 SQUARE FOOT) TRACT OF LAND SITUATED
1N THE WILEY HARRIS SURVEY, ABSTRACT NO. 298 IN WILLIAMSON
COUNTY, TEXAS, BEING ALL OF THAT CERTAIN TRACT OF LAND IN
DEED TO DATh JAY JOHNSON OF RECORD IN DOCUMENT NO.
2007064224 OF THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY,
SAID 0.287 ACRE TRACT, AS SHOWN ON THE ACCOMPANYING
SURVEY SKETCH; IS MORE PARTICULARLY DESCRIBED BY METES
AND BOUNDS AS FOLLOWS:
EXHIBIT
rip VI
BEGINNING at a /2" iron rod found on a point in the south right-of-way line of West Main
Avenue (100' right-of-way width), said point being the northwest corner of Lot 1, Block 6 of
E.H. & A. Round Rock Joint Venture Subdivision; a subdivision according to the plat of
record in Cabinet H, Slide 48 of the Plat Records of said County, same being the northeast
comer of said Dain Jay Johnson tract, for the northeast comer and POINT OF
BEGINNING hereof;
THENCE departing the south right-of-way line of said West Main Avenue, with the west
boundary line of said Lott, sante being the east boundary line of said Dain Jay Johnson tract,
the following three (3) courses and distances:
1. S 19°10'38" E for a distance of 135.16 feet to a '/2" iron rod with "Baker-
Aicklen" cap set for an angle point hereof,
S 70°42'32" W for a distance of 48.15 feet to a /2" iron rod with "Baker-Aicklen"
cap set for an angle point hereof, and
3. S 19°23'06" E for a distance of 52.66 feet to a k/" iron rod with "Baker-Aicklen"
cap set on a point in the north boundary line of Lot 2A of the Replat of Lot 2,
Block 6. E.H. & A. Round Rock Joint Venture Subdivision, a subdivision
according to the plat of record in Cabinet L, Slide 191 of the Plat Records of said
Parcel 3
0.287 Acres Tract
Page 2 of 3
County, said point being the southwest corner of said Lot 1, same being the
southeast corner of said Dain Jay Johnson tract, for the southeast corner hereof;
THENCE with the north boundary line of said Lot 2A, same being the south boundary line of
said Dain Jay Johnson tract, S 70°42'32" W for a distance of 32.04 feet to a 'A" iron rod with
"Baker-Aiclden" cap set on a point being the southwest corner of said Dain Jay Johnson tract, for
the southwest comer hereof;
THENCE with the west boundary line of said Dain Jay Johnson tract. N 19°10'38" W for a
distance of 187.61 feet to a W' iron rod with "Baker-Aicklen" cap set on a point in the south
right-of-way line of said West Main Avenue, said point being the northwest corner of said Dain
Jay Johnson tract, for the northwest corner hereof;
THENCE with the south right-of-way line of said West Main Avenue, same being the north
boundary line of said Dain Jay Johnson tract N 70°33'42" E for a distance of 80.00 feet to the
POINT OF BEGINNING hereof and containing 0.287 acre of land.
Bearings shown hereon are referenced to Grid North for the Texas State Plane Coordinate
System, Central Zone NAD 83 per GPS survey performed during October, 2009.
Surveyed under the direct supervision of the undersigned during October, 2009:
/0 - csta
Parker J. Graha'�`
Registered Professional Land Surveyor No. 5556
BAKER--AICKLEN & ASSOCIATES, INC.
405 Brushy Creek Road
Cedar Park, Texas 78613
(512) 260-3700
Job No.: 1906-3-001-20
Filename: W:IPROJECTSICORRIINTERMODAL TRANSIT
DESCRIPTIONICORR Intermodal -Parcel 3.doc
& PARKING
FACILITYIPARCEL
13
SKETCH TO ACCOMPANY DESCRIPTION
PARCEL 3
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WEST MAIN AVENUE (100' R.O.W.)
ALLEY VACATED BY CITY
ORDINANCE NO. 2141
BLOCK 6
ORIGINAL TOWN OF ROUIIID ROCK
fCAB. A, SL. 190
8
7 6
LEGEND
POINT OF
BEGINNING
15
N 7033'42" E 80.00'
DAIN JAY JOHNSON
DOC. NO. 2007064224
PARCEL 3
0.287 AC.
(12,486 SF)
S\ ZgS
GS
OS 70°42'32" W 4815'
S 19°1O'38" E
S 70°42'32" W
O 32.04' O—
ca
c0
113
N
S 19°23'06" E
0 1/2" IRON ROD WITH
"BAKER-AICKLEN" CAP SET
0 1/2" IRON ROD FOUND
2A
15 30
ORIGINAL SCALE
1" = 30'
(0--2e—24r4?7
LOT 1 BLOCK "6"
E. H. & A. ROUND ROCK JOINT
VENTURE SUBDIVISION
CAB. H, SL. 48
REPEAT OF LOT 2, BLOCK 6, E. H. & A.
ROUND ROCK JOINT VENTURE
SUBDIVISION
CAB. L, SL. 191
DATE: 10/19/2009
JOB NO.: 1906-3-001-20
BY: PJG
CHK: MAN
PAGE 3 OF 3
2B
SOUTH BROWN STREET
11:AlBAKER-AICKLE
N
& ASSOCIATES, INC.
Engineers • Surveyors • GIS • Planning
W.%PROJECTSICORRUNTERMODAL TRANSIT& PARKING FACILITY1PARCEL DWGtCCRR PARCEL -3 dreg {PARCEL-3100Am20.2003-9:52an
405 a RUSHY cRECK Rtz
CEDAR PARK. TX113E 3
<512S 26173700
CITY OF ROUND ROCK -
ADMINISTRATION
221 EAST MAIN STREET
ROUND ROCK, TX 78664
C.!
FILED AND RECORDED
OFFICIAL PUBLIC RECORDS 2010027039
E.0.
04/28/2010 10:21 AM
SURRATT $68.00
NANCY E. RISTER, COUNTY CLERK
WILLIAMSON COUNTY, TEXAS