R-03-10-09-13F1 - 10/9/2003RESOLUTION NO. R -03-10-09-13F 1
WHEREAS, the City of Round Rock desires to construct a 16"
waterline along and within the A. W. Grimes Boulevard right-of-way running
through property owned by Sycamore Trails, L.P. ("Developer"), and
WHEREAS, the City desires to expeditiously design, engineer and
construct the waterline, conditioned upon Developer paying the City for
a portion of the cost of the waterline attributable to its development,
and
WHEREAS, the Developer desires to partially reimburse the City
for costs expended in the construction of the waterline through the
property, Now Therefore
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS,
That the Mayor is hereby authorized and directed to execute on behalf
of the City a Development Agreement with Sycamore Trails, L.P. regarding
A. W. Grimes Waterline, a copy of said agreement being attached hereto as
Exhibit "A" and incorporated herein for all purposes.
The City Council hereby finds and declares that written notice of
the date, hour, place and subject of the meeting at which this
Resolution was adopted was posted and that such meeting was open to the
public as required by law at all times during which this Resolution and
the subject matter hereof were discussed, considered and formally acted
upon, all as required by the Open Meetings Act, Chapter 551, Texas
Government Code, as amended.
RESOLVED this 9th day of October, 2003.
ATTEST
CHRISTINE R. MARTINEZ, City Secre
41J.4
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Mayor
City of Round Rock, Texas
STATE OF TEXAS § DEVELOPMENT AGREEMENT
§ WITH SYCAMORE TRAILS, L.P. REGARDING
COUNTY OF WILLIAMSON § A. W. GRIMES NORTH
This is a DEVELOPMENT AGREEMENT by and between THE CITY OF ROUND ROCK,
TEXAS ("City") and SYCAMORE TRAILS, L.P. ("Developer").
WHEREAS, Developer is owner of that certain tract of land described as 51.92 acres, more
or less, out of the P.A. Holder Survey, Abstract 27, and described by metes and bounds in Exhibit "A",
attached hereto and incorporated herein (the "Property"), and
WHEREAS, City desires to construct a 16 inch waterline through the property, (the "Project.")
and
WHEREAS, the City desires to expeditiously design, engineer and construct the Project
conditioned upon Developer paying City for a portion of the cost of the Project attributable to its
development, and
WHEREAS, the Developer desires to partially reimburse the City for costs expended in the
construction of the Project through the Property,
NOW THEREFORE, for and in consideration of the promises and the mutual agreements set
forth herein, the City and Developer hereby agree as follows:
A. PURPOSE
The purpose of this Agreement is to provide for the reimbursement to the City for a portion of
the cost of construction of the Project, running from Roadway Station 521+04.75 to Roadway Station
523+05.29, as shown on the sketch attached hereto as Exhibit "B". The parties hereto agree that the
portion of the cost of the Project paid by the Developer is attributable to the needs of Developer's
development.
@PFDesktop\::ODMA/WORLDOX/0:/WDOX/CORK/TRANSPRT/GRIMES/00059608.WP
EXHIBIT
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B. GENERAL TERMS AND CONDITIONS
1. The Project is herein defined as the construction of a 16 inch water line, running
through the Property from Roadway Station 521+04.75 to Roadway Station
523+05.29.
2. The Project Cost is herein defined as all costs ofmaterial, labor, and other costs related
to the construction of the Project. The estimated cost of the Project is $170,700.37.
Developer's share of the Project Cost is $85,350.19, or 50% of the Project Cost.
3. Developer agrees to pay to the City upon the execution of this Agreement EIGHTY-
FIVE THOUSAND THREE HUNDRED AND FIFTY AND 19/100 DOLLARS
($85,350.19). Any additional costs after the bid award or after change orders shall be
shared by the Developer and the City based on the following ratio; 50% - Developer,
50% - City. Any additional costs shall be paid by Developer to the City within ten (10)
working days after Developer receives written notification that said payment is due.
Said sum shall be paid to the City within ten (10) working days after Developer
receives written notification that said payment is due. If full payment is not received
within this time period, this Agreement may be voided by the City. Any monies not
expended by the City on the Project shall be reimbursed to the Developer
4. Developers shall execute a Possession and Use Agreement at the time of the execution
of this Agreement and agree to dedicate all necessary right-of-way and related
easements for the Project upon request of City. The City agrees to use its best efforts
to complete the Project as soon as possible.
C. MISCELLANEOUS PROVISIONS.
1. Actions Performable. The City and the Developer agree that all actions to be
performed under this Agreement are performable in Williamson County, Texas.
2. Governing Law. The City and Developer agree that this Agreement has been made
under the laws of the State of Texas in effect on this date, and that any interpretation
of this Agreement at a future date shall be made under the laws of the State of Texas.
3. Severability. If a provision hereof shall be finally declared void or illegal by any court
or administrative agency having jurisdiction, the entire Agreement shall not be void;
but the remaining provisions shall continue in effect as nearly as possible in accordance
with the original intent of the parties.
4. Complete Agreement. This Agreement represents a complete agreement of the parties
2.
and supersedes all prior written and oral matters related to this agreement. Any
amendment to this Agreement must be in writing and signed by all parties.
5. Exhibits. All exhibits attached to this Agreement are incorporated by reference and
expressly made part of this Agreement as if copied verbatim.
6. Notice. All notices, requests or other communications required or permitted by this
Agreement shall be in writing and shall be sent by (I) telecopy, with the original
delivered by hand or overnight carrier, (ii) by overnight courier or hand delivery, or( iii
certified mail, postage prepaid, return receipt requested, and addressed to the )
parties
at the following addresses:
City:
City of Round Rock
221 East Main
Round Rock, Texas 78664
Attn: Director of Transportation
Phone: (512) 218-5420
with copies to:
Sheets & Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
Phone: (512) 255-8877
Developer:
SYCAMORE TRAILS, L.P.
A Texas Limited Partnership
4314 West Braker Lane, Suite 250
Austin, Texas 78759
7. Force Majeure. Developer and the City agree that the obligations of each party shall be
subject to force majeure events such as natural calamity, fire or strike.
8. Assignment. This Agreement may be assigned by the Developer only with the prior written
approval of the City.
9. Signature Warranty Clause.
The signatories to this Agreement represent and warrant that they have the authority to
execute this Agreement on behalf of the City and Developer, respectively.
SIGNED as of this day of 2003.
3.
ATTEST:
City Secretary
CITY OF ROUND ROCK
BY:
NYLE MAXWELL, Mayor
SYCAMORE TRAILS, L.P.
By: Ashton Oaks, L.L.C.
Its General Partner
BY: /C `,%-7r
R. D. Wunsch, President
STATE OF TEXAS §
§ CORPORATE ACKNOWLEDGMENT
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the day of 2003,
by Nyle Maxwell, a person known to me, in his capacity as Mayor of the City of Round Rock, Texas,
a Texas home rule municipal corporation, on behalf of said municipality.
Notary Public, State of Texas
STATE OF TEXAS §
§ ACKNOWLEDGMENT
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the /6 day of 3199/44(b4, 2003, by
Robert D. Wunsch, a person known to me, in his capacity as President of Ashton Oaks, L.L.C. General
Partner of SYCAMORE TRAILS, L.P.
1Y c
Notary Public, State of exas
4.
After recording, return to:
Charles Crossfield
Sheets & Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
5.
Page I of 4
Hoover Tract
45.09 Acre Tract
DESCRIPTION
FOR A 45.09 ACRE TRACT OF LAND IN THE P. A. HOLDER SURVEY, ABSTRACT
NO. 297, IN WILLIA.MSON COUNTY, TEXAS, BEING A PORTION OF A CALLED
23.217 ACRE TRACT OF LAND AS DESCRIBED IN THAT DEED TO SUE HOOVER BY
INSTRUMENT RECORDED IN VOLUME 2137, PAGE 218 OF THE OFFICIAL RECORDS
OF SAID COUNTY, AND A CALLED 27.61 ACRE TRACT OF LAND AS DESCRIBED IN
THAT DEED TO JAMES J. HOOVER AND WIFE, SUE S. HOOVER BY INSTRUMENT
RECORDED IN VOLUME 649, PAGE 114 OF THE DEED RECORDS OF SAID COUNTY
SAID 45.09 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at the southwesterly corner of said 27.61 Acre Tract, same being the southeaster)
y
corner of a called 2.00 acre tract of land as described in that deed to David L. Carlin and Mary C.
Carlin by instrument recorded in Document No. 9759883 of said Official Records, same being
on the approximate centerline of Lakecreek, same being the southwesterly comer hereof, from
which a railroad spike found in a 10" eint, tree bears, S 02° 30' 29" E for a distance of 60.35 fee
THENCE with the westerly line of said 27.61 Acre Tract, same being the easterly line of said
2.00 Acre Tract, N 16° 47' 12" W for a distance of 163.02 feet to a 2" iron rod found for the
southwesterly comer of a called 4.83 acre tract of land as described in that deed to David L.
Carlin and wife, Mary C. Carlin by instrument recorded in Volume 1155, Page 286 of said
Official Records, same being an angle point hereof;
THENCE with the southerly line of said 4.83 Acre Tract, the ,following six (6) courses and
distances:
1) S 8z° 12' 52" E for a distance of 329.24 feet to a %z" iron rod found for au angle point hereof;
2) N 03° 06' 47" W for a distance of 308.89 feet to a 2" iron rod found for an angle point
hereof;
3) N 62° 12' 26" E for a distance of 232.07 feet to a V2" iron rod found for an angle point
hereof;
4) N 37° 50' 26" E for a distance of 160.89 feet to a %2" iron rod found for an angle point
hereof;
5) N 14° 45' 47" E for a distance of 15.08 feet to a W' iron rod found for an angle point hereof;
6) N 23° 41' 43" E pass a %2" iron rod found at a distance of 79.09 feet, continuing for a total
distance of 115.65 feet to the northerly line of said 27.61 Acre Tract, same being the
approximate centerline of Brushy Creek, same being the northwesterly comer hereof;
EXHIBIT
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Pagc 2 of 4
Hoover Tract
45.09 Acre Tract
THENCE with the approximate centerline of Brushy Creek, same being in part with the
northerly line of said 27.61 ,Acre Tract and said 23.217 Acre Tract, the following seven (7)
courses and distances:
I) S 70° 32' 12" E for a distance of 77.75 feet for an angle point hereof;
2) N 89° 31' 48" E for a distance of 404.79 feet for an angle point hereof;
3) N 82° 48' 33" E for a distance of 827.53 feet for an angle point hereof;
4) N 65° 23' 52" E for a distance of 247.08 feet for an angle point hereof;
5) N 70° 47' 53" E for a distance of 207.55 feet for an angle point hereof;
6) N 76° 14' 05" E for a distance of 84.57 feet for an angle point hereof;
7) N 60° 12' 38" E for a distance of 117.86 feet to the intersection of the said approximate
centerline of Brushy Creek and the said approximate centerline of Lakecreek, same being the
northeasterly corner hereof;
THENCE with the intersection of the said approximate centerline of Brushy Creek and the said
approximate centerline of Lakecreek, S 440 22' 57" E for a distance of 20.00 feet for an angle
point hereof;
THENCE with the easterly line of said 23.217 Acre Tract, same being the said approximate
centerline of Lakecreek, the following four (4) courses and distances:
1) S 450 37' 03" W for a distance of 163.91 feet for an angle point hereof;
2) S 51° 57' 12" W for a distance of 475.77 feet for an angle point hereof;
3) $ 38° 51' 11" W for a distance of 252.21 feet for an angle point hereof;
4) S 10° 24' 33" W for a distance of 40.70 feet for the northwesterly corner of Lot 28, Block D,
of South Creek Section Twelve, a subdivision recorded in Cabinet L, Slides 259 -- 262 of the
Plat Records of said County, same being an angle point hereof;
THENCE with the easterly line of said 23.217 Acre Tract, same being the westerly line of said
Lot 28, S 43° 05' 18" E for a distance of 59.87 feet for the northwesterly comer of South Creek,
Section Ten, a subdivision recorded in Cabinet I, Slides 164 — 165 of said Plat Records, same
being an angle point hereof, from which a V2" iron rod found for the most southerly corner of
. said Lot 28, same being the most westerly comer of Lot 4, Block C, of said South Creek Section
Twelve bears, S 430 05' 18" E for a distance of 91.89 feet, and a '/2" iron rod found for a point of
Page 3 of 4
Hoover Tract
45.09 Acre Tract
curvature of said Lot '28, same being on the northerly right-of-way line of Sugar Berry Cv.
(50 foot right-of-way width) bears, S 43° 05' 18" E for a distance of 91.89 feet and
N 31° 57' 54" E for a distance of 209.72 feet;
THENCE with the easterly line of said 23.217 Acre Tract, same being the westerly line of said
South Creek, Section Ten, S 18° 25' 33" W for a distance of 835.48 feet for the southwesterly
corner of said South Creek, Section Ten, same being the northeasterly comer of South Creek,
Section 2, a subdivision recorded in Cabinet F, Slides 266 — 267 of said Plat Records, same being
a point of curvature hereof, from which a Y2" iron rod found for the most easterly corner of
Lot 13, Block 0, of said South Creek, Section 2, same being the most southerly comer of Lot 1,
Block C, of said South Creek, Section Ten, same being on the westerly right-of-way line of
Willow Way (50 foot right-of-way width) bears, S 570 49' 55" E for a distance of 369.07 feet,
and a 'l2" iron rod found on a common angle point between said South Creek, Section Ten and
said South Creek, Section 2, same being on the easterly right-of-way line of said Willow Way
bears, S 57° 49' 55" E for a distance of 419.34 feet;
THENCE with the easterly line of said 23.217 Acre Tract, same being the northerly line of said
South Creek, Section 2, with the arc of a curve to the right, having a radius of 323.56 feet,
passing at an arc distance of 363.59 feet, a '/2" iron rod found in concrete, said Vz" iron rod found
being 0.21 feet north of said curve to the right, in all a total arc length of 366.34 feet, a central
angle of 64° 52' 14", and a chord which bears S 50° 48' 49" W for a distance of 347.08 feet for
the northwesterly corner of said South Creek, Section 2, same being on the said approximate
centerline of Lakecreek, same being an angle point hereof, from which a Y2" iron rod found for
the northwesterly comer of Lot 3, Block G, of said South Creek, Section 2 bears, S 00 15' 05" E
for a distance of 140.50 feet, and a /2" iron rod found for the southwesterly comer of Lot 2,
Block G, of said South Creek, Section 2, same being the northwesterly comer of said Lot 1,
Block 0, of said South Creek, Section 2 bears, S 02° 05' 55" E for a distance of 161.60 feet;
'INCE with the southerly line of said 23.217 Acre Tract, same being the said approximate
centerline of Lakecreek, N 72° 40' 03" W for a distance of 243.06 feet for the southeasterly
corner of a called 1.50 acre tract of land as described in that deed to Roger A. Miller and wife,
Suzanne B. Miller by instrument recorded in Volume 790, Page 892 of said Deed Records, same
being an angle point hereof;
THENCE with the easterly, northerly, and westerly line of said 1.50 Acre Tract the following
six (6) courses and distances;
1) N 020 06' 00" W for a distance of 60.00 feet to a Y2" iron rod found for an angle point
hereof;
2) N 00° 03' 28" W for a distance of 94.78 feet to a fence post for an angle point hereof;
.3) N 02° 27' 50" W for a distance of 143.00 feet for an angle point hereof;
Page 4 of 4 '
Hoover Tract
45.09 Acre Tract
4) N 80° 41' 39" W for a distance of 233.40 feet to a railroad spike found for an angle point
hereof;
5) S 06° 27' 39" W for a distance of 118.32 feet to a 11=" iron rod found for an angle point
hereof;
6) S 20° 13' 22" E for a distance of 183.99 feet for the southwesterly corner of said 1.50 Acre
Tract, same being on the southerly line of said 23,217 Acre Tract, same being the said
approximate centerline of Lakecreek, same being an angle point hereof;
THENCE with the southerly line of said 23.217 Acre Tract, same being the said approximate
centerline of Lakecreek, the following five (5) courses and distances:
1) N 77° 16' 23" W for a distance of 166.49 feet for an angle point hereof;
2) N 72° 30' 47" W for a distance of 152.26 feet for an angle point hereof;
3) N 76° 23' 19" W for a distance of 244.14 feet for an angle point hereof;
4) N 62° 42' 11" W for a distance of 123.00 feet for an angle point hereof;
5) N 46° 34' 11" W for a distance of 427.61 feet to the POINT OF BEGINNING hereof and
containing 45.09 acre of land
Bearing Basis is Grid North as based on the Texas State Plane Coordinate System, Central Zone,
NAD '83
Note: Refer to attached survey plat.
Surveyed under the direct supervision of the undersigned:
wrence A. Hunt
Registered Professional Land Surveyor
BAKER AICKLEN & ASSOCIATES,
203 E. Main Street, Suite 201
Round Rock, Texas 78664
(512) 244-9620
Job No.: 1154-702-20 File Name: WAPROJECI'SMOYERNTx7LENDOCWB4100YBR.doc
Page 1 of 3
Carlixi Tract
6.83 Acre Tract
DESCRIPTION
FOR A 6.83 ACRE TRACT OF LAND IN THE P. A. HOLDER SURVEY, ABSTRACT
NO. 297, IN WILLIAMSON COUNTY, TEXAS, BEING ALL OF A CALLED 2.00 ACRE
TRACT OF LAND AS DESCRIBED IN THAT DEED TO DAVID L. CARLIN AND
MARY C. CARLIN BY INSTRUMENT RECORDED IN DOCUMENT NO. 9759883 OF THE
OFFICIAL RECORDS OF SAID COUNTY, AND A CALLED 4.83 ACRE TRACT OF LAND
AS DESCRIBED IN THAT DEED TO JAMES L. CARLIN AND WIFE, MARY C. CARLIN
BY INSTRUMENT RECORDED IN VOLUME 1155, PAGE 286 OF SAID OFFICIAL
RECORDS, SAID 6.83 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 'A" iron rod found on the northwesterly corner of said 2.00 Acre Tract, same
being the southerly right-of-way line of Missouri Pacific Railroad, same being the northwesterly
corner hereof;
THENCE with the northerly line of said 2.00 Acre Tract, same being the southerly right-of-way
line of said Missouri Pacific Railroad, with the arc of a curve to the left, having a radius of
4004.79 feet, an are length of 362.08 feet, a central angle of 05° 101 49", and a chord which
bears, N 62° 06' 32" E for a distance of 361.95 feet to a lz" iron rod found for the northeasterly
corner of a said 2.00 Acre Tract, same being the northwesterly comer of said 4.83 Acre Tract;
THENCE with the northerly line of said 4.83 Acre Tract, same being the southerly right-of-way
line of said Missouri Pacific Railroad, the following two (2) courses and distances:
1) with the arc of a curve to the left, having a radius of 4004.79 feet, an arc length of
34032 feet, a central angle of 04° 52' 08", and a chord which bears, N 56° 09' 10" E for a
distance of 340.22 feet to a '/2" iron rod found for a point of tangency hereof;
2) N SV 42' 48" E for a distance of 410.56 feet for the northeasterly comer of said 4.83 Acre
Tract, same being the approximate centerline of Brushy Creek, sarne being a northeasterly
corner hereof;
THENCE with the northerly line of said 4.83 Acre Tract, same being the approximate centerline
of said Brushy Creek, S 700 32' 12" E for a distance of 126.66 feet for the most easterly corner
hereof;
EXHIBIT
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Page 2 of 3
Carlin Tract
6.83 Acte Tract
THENCE with the southerly line of said 4.83 Acre Tract, the following six (6) courses and
distances:
1) S 23° 41' 43" W passing a %2" iron rod found at a distance of 36.56 feet, continuing for a
total distance of 115.65 feet to a %:" iron rod found for an angle point hereof;
2) S 14° 45' 47" W for a distance of 15.08 feet to al/2" iron rod found for an angle point hereof;
3) S 37° 50' 26" W for a distance of 160.89 feet to a %" iron rod found for an angle point
hereof; •
4) S 62° 12' 26" W for a distance of 232.07 feet to a 'A" iron rod found for an angle point
hereof;
5) S 03° 06' 47" E for a distance of 308.89 feet to a 'A" iron rod found for an angle point
hereof;
6) N 82° 12' 52" W for a distance of 329.24 feet to a %z" iron rod found for the southwesterly
corner of said 4.83 Acre Tract, same being on the easterly line of said 2.00 Acre Tract, same
being an angle point hereof;
THENCE with the easterly line of said 2.00 Acre Tract, same being the westerly line of a called
27.61 acre tract of land as described in that deed to James J. Hoover and wife, Sue S. Hoover by
instrument recorded in Volume 649, Page 114 of the Deed Records of said County,
S 16° 47' 12" E for a distance of 163.02 feet for the southeasterly comer of said 2.00 Acre Tract,
same being the southwesterly corner of said 27.61 Acre Tract, same being on the said
approximate centerline of 1.akecreek, same being an angle point hereof, from which a railroad
spike found in a 10" elm tree bears, S 02° 30' 29" E for a distance of 60.35 feet;
THENCE with the southerly line of said 2.00 Acre Tract, same being the said approximate
centerline of Lakecreek, the following five (5) courses and distances:
1) N 59° 23' 41" W for a distance of 69.51 feet for an angle point hereof;
Page 3 of 3
Carlin Tract
6.83 Acre Tract
2) N 66° 52' 29" W for a distance of 120.34 feet for an angle point hereof;
3) N 80° 30' 15" W for a distance of 71.71 feet for an angle point hereof;
4) S 76°.04" 18" W for a distance of 8836 feet for an angle point hereof;
5) S 51° 28' 38" W for a distance of 67.93 feet for the southwesterly comer of said 2.00 Acre
Tract, same being the southwesterly corner hereof;
THENCE with the westerly line of said 2.00 Acre Tract, N 16° 50' 06" W pass a %2" iron rod
found at a distance of 100.00 feet, continuing for a total distance of 193.44 to the POINT OF
BEGINNING hereof and containing 6.83 acre of land.
Bearing Basis is Grid North as based on the Texas State Plane Coordinate System, Central Zone,
NAD '83
Note: Refer to attached survey plat.
Surveyed under the direct supervision of the undersigned:
ce A. Hunt
gistered Professional Land Surveyor
BAKER A1CKLEN & ASSOCIATES,
203 E. Main Street, Suite 201
Round Rock, Texas 78664
(512) 244-9620
lob No.: t 154-702-20 File Name: W:1PROJECTS1HOOVERVOCIM.4.CARLIN.doc
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Exhibit "B"
Page 3 of 3 Pages
N
s
E A. W. Grimes Blvd Phase II -A
COUNCIL 4-1 2-0 1
DATE: October 3, 2003
SUBJECT: City Council Meeting - October 9, 2003
ITEM: 13.F.1. Consider a resolution authorizing the Mayor to execute a
Development Agreement with Sycamore Trails, L.P.
regarding A.W. Grimes Boulevard.
Resource:
History:
Tom Word, Chief of P. W. Operations
Tom Martin, Transportation Services Director
Bill Stablein, Construction Coordinator
The purpose of this agreement is to provide for reimbursement
to the City for a portion of the cost of the waterline adjacent to
the property owned by Sycamore Trails, L.P. The developer has
agreed to reimburse the city 50% of the cost of the project,
$85, 350.19.
Funding:
Cost: Reimbursement to City: $85,350.19
Source of funds: N/A
Outside Resources: Sycamore Trails, L.P.
Impact/Benefit: The approval of this agreement will release the contractor
to continue with the construction of A.W. Grimes
Boulevard Phase II -A and install a waterline across Lake
Creek Bridge. Completion of A.W. Grimes Boulevard will
provide for a more efficient avenue North and South in
Round Rock and a waterline to the Ashton Oaks
Development.
Public Comment: N/A
Sponsor: N/A
Executed
Document
Follows
IIIIIIIIlJIIIIIiIIIIHIIIIlIIIIIIIIIIIIIIIIIIIIIIIIiItIiiIii RPG
2003100 125
STATE OF TEXAS § DEVELOPMENT AGREEMENT
§ WITH SYCAMORE TRAILS, L.P. REGARDING
COUNTY OF WILLIAMSON § A. W. GRIMES NORTH
This is a DEVELOPMENT AGREEMENT by and between THE CITY OF ROUND ROCK,
TEXAS ("City") and SYCAMORE TRAILS, L.P. ("Developer").
WHEREAS, Developer is owner of that certain tract of land described as 51.92 acres, more
or less, out of the P.A. Holder Survey, Abstract 27, and described by metes and bounds in Exhibit "A",
attached hereto and incorporated herein (the "Property"), and
WHEREAS, City desires to construct a 16 inch waterline through the property, (the "Project.")
and
WHEREAS, the City desires to expeditiously design, engineer and construct the Project
conditioned upon Developer paying City for a portion of the cost of the Project attributable to its
development, and
WHEREAS, the Developer desires to partially reimburse the City for costs expended in the
construction of the Project through the Property,
NOW THEREFORE, for and in consideration of the promises and the mutual agreements set
forth herein, the City and Developer hereby agree as follows:
A. PURPOSE
The purpose of this Agreement is to provide for the reimbursement to the City for a portion of
the cost of construction of the Project, running from Roadway Station 521+04.75 to Roadway Station
523+05.29, as shown on the sketch attached hereto as Exhibit "B". The parties hereto agree that the
portion of the cost of the Project paid by the Developer is attributable to the needs of Developer's
development.
@PFDesktop\::ODMA/WORLDOX/0:/WDOX/CORR/TRANSPRT/GRIMES/00054608.WPD/kg
/-03—/so-09—/L3 F1
B. GENERAL TERMS AND CONDITIONS
1. The Project is herein defined as the construction of a 16 inch water line, running
through the Property from Roadway Station 521+04.75 to Roadway Station
523+05.29.
2. The Project Cost is herein defined as all costs ofmaterial, labor, and other costs related
to the construction of the Project. The estimated cost of the Project is $170,700.37.
Developer's share of the Project Cost is $85,350.19, or 50% of the Project Cost.
3. Developer agrees to pay to the City upon the execution of this Agreement EIGHTY-
FIVE THOUSAND THREE HUNDRED AND FIFTY AND 19/100 DOLLARS
($85,350.19). Any additional costs after the bid award or after change orders shall be
shared by the Developer and the City based on the following ratio; 50% - Developer,
50% - City. Any additional costs shall be paid by Developer to the City within ten (10)
working days after Developer receives written notification that said payment is due.
Said sum shall be paid to the City within ten (10) working days after Developer
receives written notification that said payment is due. If full payment is not received
within this time period, this Agreement may be voided by the City. Any monies not
expended by the City on the Project shall be reimbursed to the Developer
4. Developers shall execute a Possession and Use Agreement at the time of the execution
of this Agreement and agree to dedicate all necessary right-of-way and related
easements for the Project upon request of City. The City agrees to use its best efforts
to complete the Project as soon as possible.
C. MISCELLANEOUS PROVISIONS.
1. Actions Performable. The City and the Developer agree that all actions to be
performed under this Agreement are performable in Williamson County, Texas.
2. Governing Law. The City and Developer agree that this Agreement has been made
under the laws of the State of Texas in effect on this date, and that any interpretation
of this Agreement at a future date shall be made under the laws of the State of Texas.
3. Severability. If a provision hereof shall be finally declared void or illegal by any court
or administrative agency having jurisdiction, the entire Agreement shall not be void;
but the remaining provisions shall continue in effect as nearly as possible in accordance
with the original intent of the parties.
4. Complete Agreement. This Agreement represents a complete agreement of the parties
2.
and supersedes all prior written and oral matters related to this agreement. Any
amendment to this Agreement must be in writing and signed by all parties.
5. Exhibits. All exhibits attached to this Agreement are incorporated by reference and
expressly made part of this Agreement as if copied verbatim.
6. Notice. All notices, requests or other communications required or permitted by this
Agreement shall be in writing and shall be sent by (I) telecopy, with the original
delivered by hand or overnight carrier, (ii) by overnight courier or hand delivery, orrtieiii)
certified mail, postage prepaid, return receipt requested, and addressed to the parties
p s
at the following addresses:
City:
City of Round Rock
221 East Main
Round Rock, Texas 78664
Attn: Director of Transportation
Phone: (512) 218-5420
with copies to:
Sheets & Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
Phone: (512) 255-8877
Developer:
SYCAMORE TRAILS, L.P.
A Texas Limited Partnership
4314 West Braker Lane, Suite 250
Austin, Texas 78759
7. Force Majeure. Developer and the City agree that the obligations of each party shall be
subject to force majeure events such as natural calamity, fire or strike.
8. Assignment. This Agreement may be assigned by the Developer only with the prior written
approval of the City.
9. Signature Warranty Clause.
The signatories to this Agreement represent and warrant that they have the authority to
execute this Agreement on behalf of the City and Developer, respectively.
SIGNED as of this
Qth i
day of � 2003.
3.
ATTEST:
City Secretary
STATE OF TEXAS
COUNTY OF WILLIAMSON §
CITY OF ROUND ROCK
BY:
ELL, ayor
SYCAMORE TRAILS, L.P.
By: Ashton Oaks, L.L.C.
Its General Partner
BY: /4
R. D. Wunsch, President
CORPORATE ACKNOWLEDGMENT
This instrument was acknowledged before me on this the day of 00,-11)ber , 2003,
by Nyle Maxwell, a person known to me, in his capacity as Mayor of the City of Round Rock, Texas,
a Texas home rule municipal corporation, on behalf of said municipality.
SHERRI MONROE
Notary Public, State of Texas
My Commission Expires
MAY 7, 2007
STATE OF TEXAS
Notary Public, State of Texas
§ ACKNOWLEDGMENT
COUNTY OF WILLIAMSON §
This instrument was acknowledged before me on this the /C day of ,570,4"b4,2003, by
Robert D. Wunsch, a person known to me, in his capacity as President ofAshton Oaks, L.L.C. General
Partner of SYCAMORE TRAILS, L.P.
R. HINOJOSa
NOTARY PUBLIC
State of Texas
Comm. Exp. 05/16/2007
VVVVV
l Y
Notary Public, State of exas
4.
After recording, return to:
Charles Crossfield
Sheets & Crossfield, P.C.
309 East Main
Round Rock, Texas 78664
5.
Page 1 of 4
Hoover Tract
45,09 Acrc Tract
DESCRIPTION
FOR A 45.09 ACRE TRACT OF LAND IN THE P, A. HOLDER SURVEY, ABSTRACT
NO. 297, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A CALLED
23.217 ACRE TRACT OF LAND AS DESCRIBED IN THAT DEED TO SUE HOOVER BY
INSTRUMENT RECORDED IN VOLUME 2137, PAGE 218 OF THE OFFICIAL RECORDS
OF SAID COUNTY, AND A CALLED 27.61 ACRE TRACT OF LAND AS DESCRIBED IN
THAT DEED TO JAMES J. HOOVER AND WIFE, SUE S. HOOVER BY INSTRUMENT
RECORDED IN VOLUME 649, PAGE 114 OF THE DEED RECORDS OF SAID COUNTY
SAID 45.09 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at the southwesterly corner of said 27.61 Acre Tract, same being the southeasterly
corner of a called 2.00 acre tract of land as described in that deed to David L. Carlin and Mary C.
Carlin by instrument recorded in Document No. 9759883 of said Official Records, same being
on the approximate centerline of Lakecreek, same being the southwesterly corner hereof, from
which a railroad spike found in a 10" elm, tree bears, S 02° 30' 29" E for a distance of 60.35 feet;
THENCE with the westerly line of said 27.61 Acre Tract, same being the easterly line of said
2.00 Acre Tract, N 16° 47' 12" W for a distance of 163.02 feet to a %" iron rod found for the
southwesterly comer of a called 4.83 acre tract of Iand as described in that deed to David L.
Carlin and wife, Mary C. Carlin by instrument recorded in Volume 1155, Page 286 of said
Official Records, same being an angle point hereof;
THENCE with the southerly line of said 4.83 Acre Tract, the following six (6) courses and
distances:
1) S 82° 12' 52" E for a distance of 329.24 feet to a V2" iron rod found for an angle point hereof;
2) N 03° 06' 47" W for a distance of 308.89 feet to a 4" iron rod found for an angle point
hereof;
3) N 62° 12' 26" E for a distance of 232.07 fcet to a /2" iron rod found for an angle point
hereof;
4) N 37° 50' 26" E for a distance of 160.89 feet to a W' iron rod found for an angle point
hereof;
5) N 14° 45' 47" E for a distance of 15.08 feet to a'/" iron rod found for an angle point hereof;
6) N 23° 41' 43" E pass a %a" iron rod found at a distance of 79.09 feet, continuing for a total
distance of 115.65 feet to toe northerly Iine of said 27.61 Acre Tract, same being the
approximate centerline of Brushy Creek, same being the northwesterly comer hereof;
EXHIBIT
"A-1'
a
Page 2 of 4
Hoover Tract
45.09 Acre Tract
THENCE with the approximate centerline of Brushy Creek, same being in part with the
northerly line of said 27.61 Acre Tract and said 23.217 Acre Tract, the following seven (7)
courses and distances:
1) S 70° 32' 12" E for a distance of 77.75 feet for an angle point hereof;
2) N 89° 31' 48" E for a distance of 404.79 feet for an angle point hereof;
3) N 82° 48' 33" E for a distance of 827.53 feet for an angle point hereof;
4) N 65° 23' 52" E for a distance of 247.08 feet for an angle point hereof;
5) N 700 47' 53" E for a distance of 207.55 feet for an angle point hereof;
6) N 76° 14' 05" E for a distance of 84.57 feet for an angle point hereof;
7) N 60° 12' 38" E for a distance of 117.86 feet to the intersection of the said approximate
centerline of Brushy Creek and the said approximate centerline of Lakecreek, same being the
northeasterly comer hereof;
THENCE with the intersection of the said approximate centerline of Brushy Creek and the said
approximate centerline of Lakecreek, S 440 22' 57" E for a distance of 20.00 feet for an angle
point hereof;
THENCE with the easterly line of said 23.217 Acre Tract, same being the said approximate
centerline of Lakecreek, the following four (4) courses and distances:
1) S 450 37' 03" W for a distance of 163.91 feet for an angle point hereof;
2) S 51° 57' 12" W for a distance of 475.77 feet for an angle point hereof;
3) S 38° 51' 11" W for a distance of 252.21 feet for an angle point hereof;
4) S 10° 24' 33" W for a distance of 40.70 feet for the northwesterly corner of Lot 28, Block D,
of South Creek Section Twelve, a subdivision recorded in Cabinet L, Slides 259 -- 262 of the
Plat Records of said County, same being an angle point hereof;
THENCE with the easterly line of said 23217 Acre Tract, same being the westerly line of said
Lot 28, S 43° 05' 18" E for a distance of 59.87 feet for the northwesterly coder of South Creek,
Section Ten, a subdivision recorded in Cabinet I, Slides 164 — 165 of said Plat Records, same
being an angle point Hereof, from which a Y2" iron rod found for the most southerly corner of
. said Lot 28, same being the most westerly comer of Lot 4, Block C, of said South Creek Section
Twelve bears, S 430 05' 18" E for a distance of 91.89 feet, and a A" iron rod found for a point of
Page 3 of 4
Hoover Tract
45.09 Acre Tract
curvature of said Lot '28, same being on the northerly right-of-way line of Sugar Berry Cv.
(50 foot right-of-way width) bears, S 43° 05' 18" E for a distance of 91.89 feet and
N 31° 57' 54" E for a distance of 209.72 feet;
THENCE with the easterly line of said 23.217 Acre Tract, same being the westerly line of said
South Creek, Section Ten, S 18° 25' 33" W for a distance of 835.48 feet for the southwesterly
corner of said South Creek, Section Ten, same being the northeasterly comer of South Creek,
Section 2, a subdivision recorded in Cabinet F, Slides 266 — 267 of said Plat Records, same being
a point of curvature hereof, from which a %" iron rod found for the most easterly corner of
Lot 13, Block 0, of said South Creek, Section 2, same being the most southerly comer of Lot 1,
Block C, of said South Creek, Section Ten, same being on the westerly right-of-way line of
Willow Way (50 foot right-of-way width) bears, S 57° 49' 55" E for a distance of 369.07 feet,
and a %2" iron rod found on a conm on angle point between said South Creek, Section Ten and
said South Creek, Section 2, same being on the easterly right-of-way line of said Willow Way
bears, S 570 49' 55" E for a distance of 419.34 feet;
THENCE with the easterly line of said 23.217 Acre Tract, same being the northerly line of said
South Creek, Section 2, with the arc of a curve to the right, having a radius of 323.56 feet,
passing at an arc distance of 363.59 feet, a %2" iron rod found in concrete, said %z" iron rod found
being 0.21 feet north of said curve to the right, in all a total arc length of 366.34 feet, a central
angle of 64° 52' 14", and a chord which bears S 50° 48' 49" W for a distance of 347.08 feet for
the northwesterly corner of said South Creek, Section 2, same being on the said approximate
centerline of Lakecreek, same being an angle point hereof, from which a '/2" iron rod found for
the northwesterly corner of Lot 3, Block G, of said South Creek, Section 2 bears, S 00° 15' 05" E
for a distance of 140.50 feet, and a /2" iron rod found for the southwesterly corner of Lot 2,
Block G, of said South Creek, Section 2, same being the northwesterly comer of said Lot 1,
Block G, of said South Creek, Section 2 bears, S 02° 05' 55" E for a distance of 161.60 feet;
THENCE with the southerly line of said 23.217 Acre Tract, same being the said approximate
centerline of Lakecreek, N 72° 40' 03" W for a distance of 243.06 feet for the southeasterly
comer of a called 1.50 acre tract of land as described in that deed to Roger A. Miller and wife,
Suzanne B. Miller by instrument recorded in Volume 790, Page 892 of said Deed Records, same
being an angle point hereof;
THENCE with the easterly, northerly, and westerly line of said 1.50 Acre Tract the following
six (6) courses and distances:
1) N 020 06' 00" W for a distance of 60.00 feet to a 12" iron rod found for an angle point
hereof;
2) N 000 03' 28" W for a distance of 94.78 feet to a fence post for an angle point hereof;
3) N 02° 27' 50" W for a distance of 143.00 feet for an angle point hereof;
Page 4 of 4
Hoover Tract
45.09 Acre Tract
4) N 80° 41' 39" W for a distance of 233.40 feet to a railroad spike found for an angle point
hereof;
5) S 06° 27' 39" W for a distance of 118.32 feet to a 112" iron rod found for an angle point
hereof;
6) S 20° 13' 22" E for a distance of 183.99 feet for the southwesterly comer of said 1.50 Acre
Tract, same being on the southerly line of said 23.217 Acre Tract, same being the said
approximate centerline of Lakecreek, same being an angle point hereof;
THENCE with the southerly line of said 23.217 Acre Tract, same being the said approximate
centerline of Lakecreek, the following five (5) courses and distances:
1) N 770 16' 23" W for a distance of 166.49 feet for an angle point hereof;
2) N 72° 30' 47" W for a distance of 152.26 feet for an angle point hereof;
3) N 76° 23' 19"W for a distance of 244.14 feet for an angle point hereof;
4) N 62° 42' 11" W for a distance of 123.00 feet for an angle point hereof;
5) N 460 34' 11" W for a distance of 427.61 feet to the POINT OF BEGINNING hereof and
containing 45.09 acre of land.
Bearing Basis is Grid North as based on the Texas State Plane Coordinate System, Central Zone,
NAD '83
Note: Refer to attached survey plat.
Surveyed under the direct supervision of the undersigned:
wrence A. Hunt
Registered Professional Land Surveyor
BAKER-AICKLEN & ASSOCIATES,
203 E. Main Street, Suite 201
Round Rock, Texas 78664
(512) 244-9620
Job No.: 1154-702-20
File Name: W:\PROJECFS\HOOVERITITLE\DOCiMB-NOOVER.doc
Page I of 3
Carf i i Tract
6.83 Acre Tract
DESCRIPTION
FOR A 6.83 ACRE TRACT OF LAND IN THE P. A. HOLDER SURVEY, ABSTRACT
NO. 297, IN WI,LLIAMSON COUNTY, TEXAS, BEING ALL OF A CALLED 2.00 ACRE
TRACT OF LAND AS DESCRIBED IN THAT DEED TO DAVID L. CARLIN AND
MARY C. CARLIN BY INSTRUMENT RECORDED IN DOCUMENT NO. 9759883 OF THE
OFFICIAL RECORDS OF SAID COUNTY, AND A CALLED 4.83 ACRE TRACT OF LAND
AS DESCRIBED TN THAT DEED TO JAMES L. CARLIN AND WIFE, MARY C. CARLIN
BY INSTRUMENT RECORDED IN VOLUME 1155, PAGE 286 OF SAID OFFICIAL
RECORDS, SAID 6.83 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a '/Z" iron rod found on the northwesterly corner of said 2.00 Acre Tract, same
being the southerly right-of-way line of Missouri Pacific Railroad, same being the northwesterly
corner hereof;
THENCE with the northerly line of said 2.00 Acre Tract, same being the southerly right-of-way
line of said Missouri Pacific Railroad, with the arc of a curve to the left, having a radius of
4004.79 feet, an arc length of 362.08 feet, a central angle of 05° 10' 49", and a chord which
bears, N 62° 06' 32" E for a distance of 361.95 feet to a 1/2" iron rod found for the northeasterly
corner of a said 2.00 Acre Tract, same being the northwesterly comer of said 4.83 Acre Tract;
THENCE with the northerly line of said 4.83 Acre Tract, same being the southerly right-of-way
line of said Missouri Pacific Railroad, the following two (2) courses and distances:
1) with the arc of a curve to the left, having a radius of 4004.79 feet, an arc length of
34032 feet, a central angle of 04° 52' 08", and a chord which bears, N 56° 09' 10" E for a
distance of 340.22 feet to a 1/2" iron rod found for a point of tangency hereof;
2) N 53' 42' 48" E for a distance of 410.56 feet for the northeasterly comer of said 4.83 Acre
Tract, same being the approximate centerline of Brushy Creek, same being a northeasterly
corner hereof;
THENCE with the northerly Iine of said 4.83 Acre Tract, same being the approximate centerline
of said Brushy Creek, S 70° 32' 12" E for a distance of 126.66 feet for the most easterly corner
hereof;
EXHIBIT
b
"Az,,
1� -
Page 2 of 3
Carlin Tract
6.83 Acre Tract
THENCE with the southerly line of said 4.83 Acre Tract, the following six (6) courses and
distances:
1) S 23° 41' 43" W passing a %" iron rod found at a distance of 36,56 feet, continuing for a
total distance of 115.65 feet to a Y2" iron rod found for an angle point hereof;
2) S 14° 45' 47" W for a distance of 15.08 feet to a Yz" iron rod found for an angle point hereof;
3) S 37° 50' 26" W for a distance of 160.89 feet to a /z" iron rod found for an angle point
hereof;
4) S 62° 12' 26" W for a distance of 232.07 feet to a %z" iron rod found for an angle point
hereof;
5) S 03° 06' 47" E for a distance of 308.89 feet to a '/z" iron rod found for an angle point
hereof;
6) N 82° 12' 52" W for a distance of 329.24 feet to a %" iron rod found for the southwesterly
corner of said 4.83 Acre Tract, same being on the easterly line of said 2.00 Acre Tract, same
being an angle point hereof;
THENCE with the easterly line of said 2.00 Acre Tract, same being the westerly line of a called
27.61 acre tract of land as described in that deed to James J. Hoover and wife, Sue S. Hoover by
jnstrument recorded in Volume 649, Page 114 of the Deed Records of said County,
S 16° 47' 12" E for a distance of 163.02 feet for the southeasterly comer of said 2.00 Acre Tract,
same being the southwesterly corner of said 27.61 Acre Tract, same being on the said
approximate centerline of Lakecreek, same being an angle point hereof, from which a railroad
spike found in a 10" elm tree bears, S 02° 30' 29" E for a distance of 60.35 feet;
THENCE with the southerly line of said 2.00 Acre Tract, same being the said approximate
centerline of Lakecreek, the following five (5) courses and distances:
1) N 59° 23' 41" W for a distance of 69.51 feet for an angle point hereof;
Page 3 of 3
Carlin Tract
6.83 Acre Tract
2) N 66° 52' 29" W for a distance of 120.34 feet for an angle point hereof;
3) N 800 30' 15" W for a distance of 71.71 feet for an angle point hereof;
4) S 76°.04' 18" W for a distance of 8836 feet for an angle point hereof;
5) S 51° 28' 38" W for a distance of 67.93 feet for the southwesterly corner of said 2.00 Acre
Tract, same being the southwesterly corner hereof;
THENCE with the westerly line of said 2.00 Acre Tract, N 16° 50' 06" W pass a Y2" iron rod
found at a distance of 100.00 feet, continuing for a total distance of 193.44 to the POINT OF
BEGINNING hereof and containing 6.83 acre of land.
Beating Basis is Grid North as based on the Texas State Plane Coordinate System, Central Zone,
NAD '83
Note: Refer to attached survey plat.
Surveyed under the direct supervision of the undersigned:
ce A. Hunt
gistered Professional Land Surveyor
BAKER AICKLEN & ASSOCIATES,
203 E. Main Street, Suite 201
Round Rock, Texas 78664
(512) 244-9620
Job No: 1154-702-20
File Namc: W:IPf OJECTS\FiOOVERIDOC1l,a-CARLIN_doc
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Exhibit "B"
Page 3 of 3 Pages
FILED AND RECORDED
OFFICIRL PUBLIC RECORDS 2003100125
10/13/2003 12:33 PM
ANDERSON $44.00
NANCY E. RISTER, COUNTY CLERK
WILLIAMSON COUNTY, TEXAS
In to
Cin v i n 111 ax -ii n ez
CITY OF ROUND ROCK
ADMINISTRATION
221 EAST MAIN STREET
ROUND ROCK, TEXAS 78664