HomeMy WebLinkAboutCCpkt2012-12-18CITY COUNCIL MEETING
SIGN IN SHEET
DATE:
Please sign4n as a record of attendance. All persons desiring to address the council are
requested to sign below and fill out an Opinion/Speaker Registration Form. Please hand
the Opinion/Speaker Registration Form to the City Secretary prior to the start of the City
Council Meeting.
1�T A TiiTi�
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CITY OF ANNA, TEXAS
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF ANNA, TEXAS, AMENDING THE ANNA CITY
CODE OF ORDINANCES PART III-B (DESIGN STANDARDS), REVISING EXISTING
REGULATIONS AND ESTABLISHING NEW REGULATIONS RELATED TO DESIGN
STANDARDS, PROVIDING FOR SAVINGS, SEVERABILITY, AND REPEALING
CLAUSES; PROVIDING FOR A PENALTY FOR VIOLATION NOT TO EXCEED
$2,0000, PROVIDING FOR AN EFFECTIVE DATE, AND PROVIDING FOR THE
PUBLICATION OF THE CAPTION HEREOF.
WHEREAS, the City of Anna, Texas City Council ("City Council") has previously
adopted design standards that are codified in Part III-B of The Anna City Code of
Ordinances ("Anna Code"); and
WHEREAS, the City Council has investigated and determined that it would be beneficial
and advantageous to provide for revised and additional design standards, requirements,
within the City and its extraterritorial jurisdiction;
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT.
Section 1. Recitals Incorporated.
The above -referenced recitals are incorporated herein as if set forth in full for atl
purposes.
Section 2. Amendments to Code
2.01 In accordance with Part II, Article 1, Section 9 of the Anna Code, the City Council
hereby amends Part III-B (Design Standards) of the Code by entirely replacing said
Part III-B with the Part llkl3 (Design Standards) attached to this ordinance as Exhibit
A, said Exhibit A being incorporated herein by reference as if set forth in full,
including without limitation the penalties set forth therein.
Section 3. Savings, Severability and Repealing Clauses.
All ordinances of the City in conflict with the provisions of this ordinance are repealed to
the extent of that conflict. If any provision of this ordinance shall be held to be invalid or
unconstitutional, the remainder of such ordinance shall continue in full force and effect
the same as if such invalid or unconstitutional provision had never been a part hereof.
The City declares that it would have passed this ordinance, and each section,
subsection, sentence, clause, or phrase thereof irrespective of the fact that any one or
more sections, subsections, sentences, clauses, and phrases be declared
unconstitutional or invalid.
CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 1 OF 2
Section 4. Penalty
See Section 2.01 of this ordinance.
Section 5. Publication of the Caption Hereof and Effective Date.
This ordinance shall be in full force and effective from and after its passage and upon
the posting and/or publication, if required by law, of its caption and the City Secretary is
hereby directed to implement such posting and/or publication.
PASSED by the City Council of the City of Anna, Texas, this 18t" day of December,
2012.
ATTESTED:
City Secretary, Natha Wilkison
APPROVED:
Mayor, Mike Crist
CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 2 OF 2
l
Y{OUR} AOMETOW N
CITY OF ANNA AGENDA NOTICE -CITY COUNCIL WORKSHOP
December 18, 2012
6:30 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna will meet in Workshop Session at 6:30 p.m.,
December 18, 2012, at the Anna City Hall Administration Building, located at 111 North
Powell Parkway (Hwy 5), regarding the following items.
1. Call to Order
2. Roll Call and Establishment of Quorum.
3. Consider/Discuss/Action regarding approving a Resolution canvassing the returns
of the City of Anna Run-off Election held December 10, 2012, to fill a Vacancy
for City Council, Place 2. (City Council)
4. Administer the Statement of Elected Officer and the Oath of Office and
present Certificate of Election to newly elected official. (City Secretary)
5. Update/Briefing on Buxton study. (Jessica Perkins)
6. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter SS I, the
City Council may enter into closed session to discuss any items listed or
referenced on this agenda under the following exceptions:
a. consult with legal counsel regarding pending or contemplated litigation
and/or on matters in which the duty of the attorney to the governmental
body under the Texas Disciplinary Rules of Professional Conduct of the
State Bar of Texas clearly conflicts with Chapter 551 of the Government
Code (Tex. Gov't Code §551.071); anticipated litigation with Amazing
Solar Solutions; discussion regarding the legal aspects for parks and
recreation programs..
b. discuss or deliberate the purchase, exchange, lease, or value of real
property (Tex. Gov't Code §551.072); purchase of park land and utility
easements.
1. The Cotmcil may vote and/or act upon each of the items listed in this agenda.
2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is
considered necessary and legally justified under the Open Meeting Act.
3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-
3325 two working days prior to the meeting so that appropriate arrangements can be made.
12-18-12 CC Regular Meeting Agenda.doc 1 Posted 12-13-12
The council further reserves the right to enter into executive session at any
time throughout any duly noticed meeting under any applicable exception
to the Open Meetings Act.
7. Consider/Discuss/Action on any items listed on posted agenda for December 18,
2012 City of Anna City Council Regular Meeting or any Closed Session
occurring during this Workshop, as necessary.
8. Adjourn.
This is to certify that I, Natha Wilkison, City Secretary, posted this agenda at a
place readily accessible to the public at the Anna City Hall and on the City Hall
bulletin board at or before 5:00 p.m., December 13, 2012.
Natha Wilkison, City Secretary
I. The Council may vote and/or act upon each of the items listed in this agenda.
2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is
considered necessary and legally justified under the Open Meeting Act.
3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-
3325 two working days prior to the meeting so that appropriate arrangements can be made.
]2-18-12 CC Regular Meeting Agenda.doc 2 Posted 12-13-12
i
CITY OF ANNA AGENDA NOTICE —CITY COUNCIL REGULAR MEETING
December 18, 2012
7:30 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna will meet in Regular• Session at 7:30 p.m.,
December 18, 2012, at the Anna City Hall Administration Building, located at 111 North
Powell Parkway (Hwy 5), to consider the following items.
Welcome to the City Cozrncil Meeting. Please sign the Sign -In -Sheet as a record of
attendance. If you wish to speak on an open -session agenda item please fill out the
Opinion/Speaker Registration Form and turn it in to the City Secretary before the
meeting starts.
1. Call to Order.
2. Invocation and Pledge of Allegiance.
3. Citizen comments. Citizens are allowed 3 minutes to speak. The Coamcil is
unable to respond to or discuss any issues that are brought up during this
section that are not on the agenda, other than to make statements of specific
factual information in response to a citizen's lnquiry or to recite existing
policy in response to the inquiry.
4. Receive reports from Staff or• the City Council about items of community
interest. Items of commmity interest include: expressions of thanks,
congratulations, or condolence; information regarding holiday schedules; an
honorary or salutary recognition of a public official, public employee, or
other citizen (but not including a change in status of a person's public office
or public employment); a reminder about an upcoming event organized or
sponsored by the governing body; information regarding a social, ceremonial,
or community event organized or sponsored by an entity other than the
governing body that was attended or is scheduled to be attended by a member
of the governing body or an official or employee of the municipality; and
announcements involving an imminent threat to the public health and safety of
people in the municipality that has arisen after the posting of the agenda.
I. The Council may vote and/or act upon each of the items listed in this agenda.
2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is
considered necessary and legally justified under the Open Meeting Act.
3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-
3325 two working days prior to the meeting so that appropriate arrangements can be made.
124842 CC Regular Meeting Agenda.doc 3 Posted 12-13-12
5. Introduction of Anna Fire Department New Employees. (Chief Gothard)
6. Consent Items. These items consist of non-comt oversial or "housekeeping"
items required by law. Items may be considered individually by any Council
member making such request prior to a motion and vote on the Consent Items.
a. Approve City Council Regular Minutes of November 135 2012.
b. Approve City Council Special Minutes of November 19, 2012.
c. Approve City Council Regular Minutes of November 27, 2012.
d. Review P & Z Regular Minutes of September 10, 2012.
e. Review P & Z Regular Minutes of October 1, 2012.
f. Review P & Z Special Minutes of October 22, 2012.
g. Review P & Z Minutes of November 5, 2012.
h. Approve a Resolution authorizing approval of a Development
Agreement with Kim and Ruth Ann Poole. (City Manager)
i. Approve a Resolution authorizing approval of a Development
Agreement with Robert L Sammons. (City Manager)
J. Approve a Resolution authorizing approval of a Development
Agreement with Life Fellowship Ministries. (City Manager)
lc. Approve a Resolution authorizing approval of a Development
Agreement with James and Cindy Oglesby. (City Manager)
1. Approve a Resolution authorizing approval of a Development
Agreement with Benton and Cheryl Vaughn. (City Manager)
m. Approve a Resolution authorizing approval of a Development
Agreement with William and Andrea Henry. (City Manager)
n. Approve a Resolution authorizing approval of a Development
Agreement with Slater Creek Association. (City Manager)
o. Approve a Resolution authorizing approval of a Development
Agreement with Dean and Michelle Andrews. (City Manager)
p. Approve a Resolution authorizing approval of a Development
Agreement with Ivah Abraham. (City Manager)
q. Approve a Resolution authorizing approval of a Development
Agreement with Melinda L. Nelson. (City Manager)
r. Approve a Resolution authorizing approval of a Development
Agreement with Karen Malinowski. (City Manager)
s. Approve a Resolution authorizing approval of an Inter -local
Agreement with the City of Melissa to purchase a portion of Anna's
minimum take of pay obligation under the GTUA/City of Anna
potable water contract. (Clayton Fulton)
I .The Council may vote and/or act upon each of the items listed in this agenda.
2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is
considered necessary and legally justified under the Open Meeting Act.
3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-
3325 two working days prior to the meeting so that appropriate arrangements can be made.
12-18-12 CC Regular Meeting Agenda.doc 4 Posted 12-13-12
7. Consider/Discuss/Action regarding making a finding of public interest and
adopting an Ordinance regarding the annexation of property located east of
Ferguson Parkway (CR 367) south of West White Street and west of Slayter
Creek, containing approximately 83.4 acres. (Maurice Schwanke)
8. Consider/Discuss/Action regarding an Ordinance repealing and replacing Part
III-B (Design Standards) of the Anna City Code of Ordinances. (Maurice
Schwanke)
9. Consider/Discuss/Action regarding a Resolution approving an Advance
Funding Agreement for Voluntary Local Government Contributions with the
Texas Department of Transportation. (City Manager)
10. Consider/Discuss/Action 1egarding a Resolution approving a Development
Agreement with Anna 31 Retail LP. (City Manager)
11. Consider/Discuss/Action regarding a Resolution authorizing GTUA to
execute a contract with A & M Construction & Utilities, Inc. for the water
Well No. 2 Ground Storage Tank Rehabilitation Project. (City Manager)
12. Consider/Discuss/Action regarding an appointment to serve atwo-year term
on the Greater Texoma Utility Authority Board of Directors. (City Manager)
13. Consider/Discuss/Action regarding a Resolution casting a ballot for the Texas
Coalition for Affordable Power Board of Directors. (City Manager)
14. Consider/Discuss/Action regarding an appointment to the Board of
Adjustment to fill a vacancy, Place 3 and Place 5. (City Council)
15. Discussion regarding Flag and Logo poles locations and height. (Maurice
Schwanke)
16. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter 551,
the City Council may enter into closed session to discuss any items listed or
referenced on this agenda under the following exceptions:
a. consult with legal counsel regarding pending or contemplated litigation
and/or on matters in which the duty of the attorney to the governmental
body under the Texas Disciplinary Rules of Professional Conduct of the
State Bar of Texas clearly conflicts with Chapter 551 of the Government
Code (Tex. Gov't Code §551.071); anticipated litigation with Amazing
Solar Solutions; discussion regarding the legal aspects for parks and
recreation programs.
1. The Council may vote and/or act upon each of the items listed in this agenda.
2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is
considered necessary and legally justified under the Open Meeting Act.
3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-
3325 two working days prior to the meeting so that appropriate arrangements call be made.
12-18-12 CC Regular Meeting Agenda.doc 5 Posted 12-13-12
b. discuss or deliberate the purchase exchange lease or value of real
property (Tex. Gov't Code §551.072); purchase of park land and purchase
of utility easements;
The council further reserves the right to enter into executive session at any
time throughout any duly noticed meeting under any applicable exception
to the Open Meetings Act,
17. Consider/Discuss/Action on any items listed on posted agenda for December
18, 2012 City of Anna Workshop Session or any closed session occurring
during this Regular Meeting, as necessary.
18. Adjourn.
This is to certify that I, Natha Willcison, City Secretary, posted this agenda at
a place readily accessible to the public at the Anna City Hall and on the City
Hall bulletin board at or before 5*00 p.m. December 13, 2012.
�2G�iWlRy(%lG�CGdC1l2
Natha Wilkison, City Secretary
1. The Council may vote and/or act upon each of the items listed in this agenda.
2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is
considered necessary and legally justified under the Open Meeting Act.
3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-
3325 two working days prior to the meeting so that appropriate arrangements can be made.
12-1842 CC Regular Meeting Agenda.doc 6 Posted 12-13-12
Council Meeting: December 18, 2012
Account Code #: N/A
Budgeted Amount:.
N/A
Item No. 3 WS
City Secretary's use only
City of Anna
City Council Agenda
Staff Contact: Natha Willcison
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding approving a Ordinance
canvassing the returns of a December 10, 2012 Run-off Election to fill a vacancy, Place 2
for a six month term of one City Council Member.
SUMMARY: On November 19, 2012 City Council passed Ordinance No. 602-2012
ordering a December 10, 2012 Run-off Election. Early voting was held for 5 days and
Monday, December 10, 2012 was Election Day. Canvassing documents are included in
the packet for your review. Lauren Lovato received 39 votes or 69.6% and William C.
Dove received 17 votes or 30.4% of a total of 56 votes cast.
RECOMMENDATION: Staff recommends a motion to approve the ordinance
canvassing the returns of the City of Anna, December 10, 2012 Run-off Election.
CITY OF ANNA, TEXAS
CANVASS OF RUN-OFF ELECTION
December 10, 2012
I, Mike Crist, Mayor of the City of Anna, Texas, met with the City Council sitting
as the canvassing board to canvass the Run-off Election of December 10, 2012
on December 18, 2012 at Anna City Hall Administration Building, in Anna, Texas.
I certify that the figures on the tally sheets correspond with the figures on the
returns.
Witness my hand this 18th day of December, 2012.
Presiding Officer of Canvassing Authority
12-18-12 Certify figures votes. Doc. 1 12-18-12
Certificate of Election
IN THE NAME AND BY THE AUTHORITY OF
THE
CITY OF ANNA, TEXAS
THIS IS TO CERTIFY, that at a Run-off Election
held on December 10, 2012
Lauren Lovato
Council Member, Place 2
In testimony whereof, I have hereunto signed my
name and caused the Seal of the City of Anna, Collin
County, Texas to be affixed, this 18th day of
December, 2012,
Signature of Presiding Officer of Canvassing Authority
12-18-12 Certificate of Election 1 12-18-12
City of Anna, Texas
SUMMARY OF PRECINCT RETURNS
I, the undersigned, the presiding officer of the canvassing authority for City of Anna Election,
held on the 10th day of December 2012, Collin County, Texas do hereby certify that the
following is a total of all votes received by each candidate and votes received "for and "against"
each measure as shown by the precinct returns. I further certify that the following vote totals
include early voting votes by precinct received under section 87.1231 of the Texas Election
Code.
Name of Office or Proposition Name of Candidate Total Votes Received
City Council, Place 2 Lauren Lovato 39
City Council, Place 2 William C Dove 17
Dated this 18th Day of December 2012.
Mayor, Mike Crist
12-10-12 Summary of Precinct Returns 1 12-18-12
CITY OF ANNA, TEXAS
A ORDINANCE OF THE CITY OF ANNA, TEXAS CANVASSING THE
RETURNS OF A RUN-OFF ELECTION HELD DECEMBER 10, 2012 TO FILL A
VACANCY OF ONE CITY COUNCIL MEMBER, PLACE 2, FOR A SIX-
MONTH TERM.
WHEREAS, arun-off election was held in the City of Anna, Texas on December 10,
2012 for the purpose of the election of one city council member, to fill the vacancy of an
unexpired three-year term, Place 2, for six-month term.
WHEREAS, the City Council of the City of Anna ("Council") has reviewed and
investigated all matters pertaining to this election and returns thereof; and
WHEREAS, the Council hereby canvasses the returns of this election, at which there
was submitted to all resident, qualified electors of the City for their action thereupon, the
election of one city council member, to fill the vacancy of an unexpired three-year term,
Place 2, for six-month term; and
WHEREAS, the Council has diligently inquired into the poll lists and the official
election returns which were duly and lawfully made to this Council by the judges,
officials and clerks holding and conducting the election, the poll lists and the official
elections returns showing separately the votes cast in the election; and
WHEREAS, from the returns, this Council hereby finds that the following votes were
cast in the election by voters who were resident, qualified electors of the City; and
WHEREAS, each of the candidates in said election received the following votes;
Candidate
Lauren Lovato
William C. Dove
Number of Votes
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY OF ANNA, TEXAS THAT:
Section 1. The above stated recitals are true and correct and are incorporated here as
if set forth in full for all purposes.
Section 2. It is hereby certified that Lauren Lovato a candidate for the position of
City Council Member, Place Two received a majority of votes cast.
Ord. -2012 Canvassing the December 10, 2012 Run-off Election 1 12-18-12
Section 3. The Council officially finds, determines, and declares that the election was
dully and properly ordered, that proper legal notice of such election was dully given in
the English language and the Spanish language, that proper election officers were duly
appointed prior to the election, that the election was duly and legally held, that all
resident, qualified electors of the City were permitted to vote at the election, that returns
of the results of the election have been made and delivered, and that the City of Anna has
duly canvassed such returns, all in accordance with the laws of the State of Texas and of
the United States of America and the ordinance calling the election.
Section 8. If any section, subsection, sentence, clause, or phrase of this ordinance, or
its application to a particular set of persons or circumstances, is declared invalid or
adjudged unconstitutional by a court of competent jurisdiction, it does not affect the
remaining portions of this ordinance, as the various portions and provisions of this
ordinance are severable. The City Council of the City of Anna, Texas, declares that it
would have passed each and every part of this ordinance notwithstanding the omission of
any part that is declared invalid or unconstitutional.
PASSED AND APPROVED on this 18th day of December, 2012.
ATTEST:
Natha Wilkison, City Secretary
APPROVED:
Mike Crist, Mayor
Ord. -2012 Canvassing the December 10, 2012 Run-off Election 2 12-18-12
xoMETowx
Council Meeting: December 18 2012
Account Code #: N/A
Budgeted
Item No. 4 WS
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: City Secretal�
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Administer the Statement of Elected Officer and the Oath
of Office and present Certificate of Election to new elected official. (City Secretary)
SUMMARY:
RECOMMENDATION:
Council Meeting: December 18 2012
Item No. 5 WS
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Jessica Perkins
Account Code #: N/A Date Prepared: 12-13-12
Budgeted Amount: N/A Exhibits: ❑ Yes ❑ No
AGENDA SUBJECT: Update/Briefing on Buxton study. (Jessica Perkins)
SUMMARY:
RECOMMENDATION:
Council Meeting: December 18 2012
Account Code #: N/A
Budgeted Amount: N/A
AGENDA SUBJECT:
SUMMARY:
RECOMMENDATION:
Call to order.
Item No. 1
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
Council Meeting: December 18I 2012
Account Code #: N/A
Item No. 2
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Budgeted Amount: N/A Exhibits: ❑Yes
AGENDA SUBJECT: Invocation and Pledge of Allegiance.
RECOMMENDATION:
f�iR.7
Rw
Item No. 3
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Council Meeting: December 18, 2012 Staff Contact: Philip Sanders
Account Code #: N/A Date Prepared: 12-13-12
Budgeted Amount: N/A Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Citizen Comments. Citizens are allowed 3 minutes to
speak. The Council is unable to respond to or discuss any issues that are brought up
during this section that are not on the agenda, other than to make statements of specific
factual information in response to a citizen's inquiry or to recite existing policy in
response to the inquiry.
SUMMARY:
RECOMMENDATION:
R�
Council Meeting: December 18I 2012
Account Code #: N/A
Budgeted Amount: N/A
Item No. 4
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Receive reports from Staff or the City Council about items
of community interest. Items of community interest include: expressions of thanks,
congratulations, or condolence; information regarding holiday schedules; an honorary
or salutary recognition of a public official, public employee, or other citizen (but not
including a change in status of a person's public office or public employment); a
reminder about an upcoming event organized or sponsored by the governing body;
information regarding a social, ceremonial, or community event organized or sponsored
by an entity other than the governing body that was attended or is scheduled to be
attended by a member of the governing body or an official or employee of the
municipality; and announcements involving an imminent threat to the public health and
safety of people in the municipality that has arisen after the posting of the agenda.
SUMMARY:
RECOMMENDATION:
Council Meeting: December 18 2012
Account Code #:
Budgeted Amount:,
Item No. 5
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Chief Gothard
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Introduction of new employees for Fire Dept.
SUMMARY: The Fire Department was approved for two new employees in this years budget.
After a written test, physical agility test & interviews the following two individuals were
selected.
Cody Hendricks: Cody has been with the Anna VFD since January 2009 where he has served as
a firefighter and Fire Officer. He currently holds a basic firefighter certification with the Texas
Commission on Fire Protection and is also certified as Paramedic. Cody is currently assigned as
Shift Captain over C-Shift.
Chuy Eaton: Chuy has been with the Anna VFD since January 2009 where he has served as a
firefighter. He currently holds a basic firefighter certification with the Texas Commission on Fire
Protection and is also certified as Paramedic. Chuy is currently assigned as Shift Captain over A -
Shift.
Both men are planning on attending the meeting.
RECOMMENDATION:
Council Meeting: December 18 2012
Account Code #: N/A
Budgeted Amount:,
N/A
Item No. 6 a —s
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Consent Items. These items co»sist of non -controversial or•
"housekeeping" items required by law. Items may be considered individually by any Council
rnernber^ making such request prior to a motion and vote on the Consent Items.
a. Approve City Council Regular Minutes of November 13, 2012.
b. Approve City Council Special Minutes of November 19, 2012.
c. Approve City Council Regular Minutes of November 27, 2012.
d. Review P & Z Regular Minutes of September 10, 2012.
e. Review P & Z Regular Minutes of October 1, 2012.
f. Review P & Z Special Minutes of October 22, 2012.
g. Review P & Z Minutes of November 5, 2012.
h. Approve a Resolution authorizing approval of a Development
Agreement with Kim and Ruth Ann Poole. (City Manager)
i. Approve a Resolution authorizing approval of a Development
Agreement with Robert L Sammons. (City Manager)
J. Approve a Resolution authorizing approval of a Development
Agreement with Life Fellowship Ministries. (City Manager)
lc. Approve a Resolution authorizing approval of a Development
Agreement with James and Cindy Oglesby. (City Manager)
1. Approve a Resolution authorizing approval of a Development
Agreement with Benton and Cheryl Vaughn. (City Manager)
m. Approve a Resolution authorizing approval of a Development
Agreement with William and Andrea Henry. (City Manager)
n. Approve a Resolution authorizing approval of a Development
Agreement with Slater Creek Association. (City Manager)
o. Approve a Resolution authorizing approval of a Development
Agreement with Dean and Michelle Andrews. (City Manager)
p. Approve a Resolution authorizing approval of a Development
Agreement with Ivah Abraham. (City Manager)
1. Approve a Resolution authorizing approval of a Development
Agreement with Melinda L. Nelson. (City Manager)
Item No. 6 La —s
City Secretary's use only
r. Approve a Resolution authorizing approval of a Development
Agreement with Karen Malinowski. (City Manager)
s. Approve a Resolution authorizing approval of an Inter -local
Agreement with the City of Melissa to purchase a portion of Anna's
minimum take of pay obligation under the GTUA/City of Anna
potable water contract. (Clayton Fulton)
RECOMMENDATION: Staff recommends approval of the consent items.
MINUTES OF
CITY OF ANNA AGENDA NOTICE - CITY COUNCIL WORKSHOP
November 13, 2012
6:30 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna met in Workshop Session at 6:30 p.m., November
13, 2012, at the Anna City Hall Administration Building, located at I I I North Powell
Parkway (Hwy 5), regarding the following items.
1. Call to Order.
Mayor Milce Crist called the meeting to order at 6:30 pm.
2. Roll Call and Establishment of Quorum.
Mayor Mike Crist and Council Members James T. Cook, John Hopewell,
John Geren and Beck Glover were present. Council Member Nathan
Bryan was absent.
3. Discussion/Briefing of the November 6, 2012 Special Election to Fill a
Vacancy, Place 2. (City Secretary)
City Secretary, Natha Wilkison briefed council regarding the election
results and the possibility of a runoff election.
Council Member Geren made the motion to enter closed session at 6:40
pm. Council Member Glover seconded the motion. Motion passes.
AYE 5
NAY 0
ABSTAIN 0
4. Briefing/Discussion regarding the issuance of Certificates of
Obligation for water and wastewater improvements (Clayton Fulton)
Clayton Fulton, Director of Finance presented the item to council and
introduced Jim Sabonis with FirstSouthwest. Mr. Sabonis gave his
presentation to council and answered questions.
5. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code
Chapter 551, the City Council may enter into closed session to discuss
any items listed or referenced on this agenda under the following
exceptions:
a. consult with legal counsel regarding pending or contemplated
litigation and/or on matters in which the duty of the attorney to the
governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with
Chapter 551 of the Government Code (Tex. Gov't Code §551.071);
11-13-12 CC Regular Meeting Minutes.doc I 11-13-]2
discussion regarding solid waste disposal contract; anticipated
litigation with Amazing Solar Solutions; private club regulations.
b. discuss or deliberate the purchase, exchange, lease, or value of real
property (Tex. Gov't Code §551.072); acquisition of park land and
acquisition of utility easements,
c. discuss or deliberate personnel matters: City Manager Annual
Review. (Tex. Gov't Code §551.074);
The council further reserves the right to enter into executive session at
any time throughout any duly noticed meeting under any applicable
exception to the Open Meetings Act.
Council Member Cook made the motion to return to open session at 7:25
pm. Council Member Glover seconded the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
6. Consider/Discuss/Action on any items listed on posted agenda for
November 13, 2012 City of Anna City Council Regular Meeting or any
Closed Session occurring during this Workshop, as necessary.
Council Member Geren made the motion to take no action. Council Member
Glover seconded the motion. Motion passes.
7. Adjourn.
Council Member Hopewell made the motion to adjourn at 7:26 pm.
Council Member Coolc seconded the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
ATTEST: APPROVED:
Natha Wilkison, City Secretary
Mike Crist, Mayor
I 1-13-12 CC Regular Meeting Minutes.doc 2 11-13-12
MINUTES OF
CITY OF ANNA AGENDA NOTICE —CITY COUNCIL REGULAR MEETING
November 13, 2012
7:30 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna met in Regular Session at 7:30 p.m., November 13,
2012, at the Anna City Hall Administration Building, located at 111 North Powell
Parkway (Hwy 5), to consider the following items.
Welcome to the City Council Meeting. Please sign the Sign -In -Sheet as a record of
attendance. If you wish to speak on an open -session agenda item please fill out the
Opinion/Speaker Registration Form and turn it in to the City Secretary before the
meeting starts.
1. Call to Order.
Mayor Crust called the meeting to order at 7:31 pm.
2. Invocation and Pledge of Allegiance.
Mayor Crust gave the invocation.
3. Citizen comments. Citizens ar•e allowed 3 minutes to speak. The Council is
unable to respond to or discuss any issues that are brought up during this
section that are not on the agenda, other than to make statements of specific
factual information in response to a citizen's inquiry or to recite existing
policy in response to the inquiry.
None
4. Receive reports from Staff or the City Council about items of community
interest. Items of comnuuuuuity interest include: expressions of thanks,
congratulations, or condolence; information regarding holiday schedules,
an honorauy or salutary recognition of a public official, public employee, or
other citizen (but not including a change in status of a person's public office
or public employment), a reminder about an upcoming event organized or
sponsored by the governing body; information regarding a social,
ceremonial, or community event organized or sponsored by an entity other
than the governing body that was attended or is scheduled to be attended by
a member of the governing body or an official or employee of the
municipality, and announcements involving an imminent threat to the
public health and safety of people in the municipality that has arisen after
the posting of the agenda.
I i-13-12 CC Regular Meeting Mimites.doc 3 11-13-12
It was mentioned that Veterans Day had been on Sunday.
5. Recognition of the Graduates of the 2012 Citizen's Academy. (Jessica
Perkins)
Jessica Perkins, Assistant to the City Manager presented the item to council.
Mayor Crist recognized the graduates of the 2012 Citizen's Academy,
6. Consent Items. These items consist of non -controversial of "housekeeping"
items required by law. Items may be considered individually by any Council
member making such request prior to a motion and vote on the Consent
Items.
a. Approve City Council Minutes for October 23, 2012 Regular
Meeting.
b. Approve the "Brown Addition development plat. (Maurice
Schwanke)
c. Approve the "Wiginton" development plat. (Maurice Schwanke)
d. Approve a Final Plat "Oncor Addition". (Maurice Schwanke)
e. Approve the "Urban Crossing, Lot 7R, Block A, Replat - vacating
Lot 7, Block A. (Maurice Schwanke)
f. Approve the "West Crossing Phase 3" final plat. (Maurice
Schwanke)
g. Approve a Resolution regarding an Amendment to the Collin
County Animal Control Services Contract. ( Chief Jenks)
h. Approve a Resolution regarding an Amendment to the Collin
County Animal Shelter Services Contract. (Chief Jenks)
i. Review CDC Minutes for July 24, 2012. (Jessica Perkins)
j. Review CDC Minutes for August 2, 2012. (Jessica Perkins)
k. Review EDC Special Minutes for July 10, 2012. (Jessica Perkins)
1. Review EDC Minutes for August 2, 2012. (Jessica Perkins)
m. Authorize staff to solicit bids for the Water Well No. 2 Ground
Storage Tank Rehabilitation Project. (James Parkman)
Mayor Crist asked for item d to be removed from the consent items. Council
Member Geren made the motion to approve consent items minus item d.
Council Member Hopewell seconded the motion. Motion passes.
AYE 5
NAY 0
ABSTAIN 0
Mayor Crist made the motion to table item d. Council Member Hopewell
seconded them motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
11-13-12 CC Regular Meeting Minutes.doc 4 11-13-12
7. Public Hearing: ti )
For City Council to hear public comment regarding a proposed
annexation of property located east of Ferguson Parkway (CR 367) south
of West White Street and west of Slayter Creek, containing
approximately 83.4 acres. (Maurice Schwanke)
Mayor Crist opened the public hearing at 7:39 pm. Dean Andrews spoke for
council giving the home owners more time before they are annexed. King
Vaughan spoke on the annexation. Ivah Abraham asked for more time before
being annexed into the City. Marc Hendricks did not speak but is against the
annexation. Mayor Crist closed the public hearing at 7*50 pm.
8. (a) Public Hearing:
To consider public comment on a request by Abdul Kasbati,
representative for Muhammed Polani, owner of property, requesting a
Specific Use Permit to allow alcohol served on the premises where no
permit is held or required under the Texas Alcoholic Beverage Code for
such service of alcohol. The property is currently zoned as Restricted
Commercial (Cl) zoning and the use is classified as a Private
Event/Meeting Hall facility. The property is located at 2513 N Powell
Pkwy, Suite 400.
Maurice Schwanke, Director of Planning and Development presented the item
to council. Mayor Crist opened the public hearing at 7:53 pm. Abdul Kasbati
is for the SUP but did not speak. Muhammed Polam spoke in favor of the
SUP. Yolanda Miranda spoke in favor of the SUP. Mayor Crist closed the
public hearing at 7:55 pm.
(b) Consider/Discuss/Action regarding an ordinance for a Special Use
Permit to allow alcohol served on the premises where no permit is held or
required under the Texas Alcoholic Beverage Code for such service of
alcohol. The property is currently zoned as Restricted Commercial (Cl)
zoning and the use is classified as a Private Event/Meeting Hall facility.
The property is located at 2513 N Powell Pkwy, Suite 400.
Council members discussed the ordinance and placing conditions on the
permit. Council Member Geren made the motion to approve with the
stipulation that each event has to be permitted and approved by the City
Manager subject to TABC's model of operation. Council Member Cook
seconded the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
I ]-13-12 CC Regular Meeting Mimdes.doc 5 I 1-13-12
9. Consider/Discuss/Action regarding a Resolution approving a
Development Agreement with Oncor Electric Delivery. (Maurice
Schwanke)
Mayor Crist made the motion to table. Council Member Hopewell seconded
the motion. Motion passes.
AYE 5
NAY 0
10. Consider/Discuss/Action regarding a Resolution approving the FY 2013
Street Rehabilitation Project Plan. (James Parkman)
James Parkman, Director of Public Works presented the item to council and
answered questions. Council Member Hopewell made the motion to approve.
Council Member Glover seconded the motion. Motion passes.
AYE 5
NAY 0
11. Consider/Discuss/Action regarding a Resolution approving a Professional
Services Agreement with The Management Connection, Inc. for Strategic
Planning Services, and approving a contingency appropriation for the
project. (City Manager)
Philip Sanders, City Manager presented the item to council and answered
questions. Council Member Glover made the motion to approve. Council
Member Cook seconded the motion. Motion passes.
NAY 0
ABSTAIN 0
Mayor Crist made the motion to return to Item 4 on the Workshop Agenda.
Council Member Geren seconded the motion. Motion passes.
AYE 5
Council Member Hopewell made the motion to enter closed session at 8:18
pm. Council Member Glover seconded the motion. Motion passes.
AYE 5
12. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter
551, the City Council may enter into closed session to discuss any items
listed or referenced on this agenda under the following exceptions:
a. consult with legal counsel regarding pending or contemplated
litigation and/or on matters in which the duty of the attorney to the
governmental body under the Texas Disciplinary Rules of
114342 CC Regular Meeting Minutes.doc 6 11-1342
Professional Conduct of the State Bar of Texas clearly conflicts with
Chapter 551 of the Government Code (Tex. Gov't Code §551.071);
discussion regarding solid waste disposal contract; anticipated
litigation with Amazing Solar Solutions; private club regulations.
b. discuss or deliberate the purchase, exchange, lease, or value of real
property (Tex. Gov't Code §551.072); acquisition of park land and
acquisition of utility easements,
c. discuss or deliberate personnel matters: City Manager Annual
Review. (Tex. Gov't Code §551.074);
The council further reserves the right to enter into executive session at
any time throughout any duly noticed meeting under any applicable
exception to the Open Meetings Act.
Mayor Crist made the motion to return to open session at 8:25 pm.
Council Member Glover seconded the motion. Motion passes.
AYE 5
NAY 0
ABSTAIN 0
13. Consider/Discuss/Action on any items listed on posted agenda for
November 13, 2012 City of Anna Workshop Session or any closed session
occurring during this Regular Meeting, as necessary.
Council Member Hopewell made the motion to take no action. Council
Member Geren seconded the motion. Motion passes.
AYE 5 NAY 0
14. Adjourn.
ABSTAIN 0
Council Member Cook made the motion to adjourn at 8:26 pm. Council
Member Hopewell seconded the motion. Motion passes.
AYE 5
ATTEST:
NAY 0
Natha Willcison, City Secretary
ABSTAIN 0
APPROVED:
Mike Crist, Mayor
11-13-12 CC Regular Meeting Mimrtes.doc 7 11-13-12
MINUTES OF
CITY OF ANNA AGENDA NOTICE
CITY COUNCIL SPECIAL MEETING
November 199 2012 6:00 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna met in Special Session at 6:00 p.m., November 199
2012, at the Anna City Hall Administration Building, located at III North Powell
Parkway (Hwy 5), regarding the following items.
1. Call to Order.
Mayor Mike Crist called the meeting to order at 6:00 pm.
2. Roll Call and Establishment of Quorum.
Mayor Mike Crist and Council Members James T. Cook, John Hopewell,
John Geren, and Nathan Bryan were present. Council Member Becky
Glover was absent.
3. Consider/Discuss/Action regarding an ordinance canvassing the
returns of the City of Anna Special Election held November 6, 2012, to
elect one City Council Member to fill an unexpired three-year term,
Place 2; Ordering a Runoff Election for the Position of City Council
Member, Place 2 for December 10, 2012. (City Council)
Council Member Geren made the motion to approve. Council Member
Bryan seconded the motion. Motion passes.
4. Adjourn.
Council Member Hopewell made the motion to adjourn at 6:03 pm.
Council Member Bryan seconded the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
ATTEST: APPROVE:
Natha Wilkison, City Secretary
Mike Crist, Mayor
11-19-12 CC Special Meeting Minutes .doc 1 I I-19-12
MINUTES OF
CITY OF ANNA AGENDA NOTICE - CITY COUNCIL WORKSHOP
November 27, 2012
6:30 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna met in Workshop Session at 6:30 p.m., November
27, 2012, at the Anna City Hall Administration Building, located at 111 North Powell
Parkway (Hwy 5), regarding the following items.
1. Call to Order.
Mayor Pro Tem John Geren called the meeting to order at 6:30 pm.
2. Roll Call and Establishment of Quorum.
Mayor Pro Tem John Geren and Council Members James T. Coolc, John
Hopewell, and Becky Glover were present. Mayor Mike Crist was absent.
Council Member Nathan Bryan arrived 6:55 pm.
3. Discussion/Briefing regarding a proposed splashpad concept for
Slayter Creek Park Phase II. (Maurice Schwanke)
Maurice Schwanke, Director of Planning and Development presented the
item to council and answered question.
4. Presentation/Briefing from Nimbix. (Jessica Perkins)
Jessica Perkins, Assistant to the City Manager introduced representatives
from Nimbix a business wanting to relocate in Anna. Representatives
explained their tech business and answered questions.
Council Member Glover• made the motion to enter closed session at 7:02
pm. Council Member Hopewell seconded the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
5. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code
Chapter 551, the City Council may enter into closed session to discuss
any items listed or referenced on this agenda under the following
exceptions:
a. consult with legal counsel regarding pending or contemplated
litigation and/or on matters in which the duty of the attorney to the
governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with
Chapter 551 of the Government Code (Tex. Gov't Code §551.071);
anticipated litigation with Amazing Solar Solutions; private club
11-27-12 CC Regular Meeting Minutes.doc 1 1 I-27-12
regulations; legal claim from property owner on S. Powell Pkwy;
discussion regarding the legal aspects of parks and recreation
programs.,
b. discuss or deliberate the purchase, exchange, lease, or value of real
property (Tex. Gov't Code §551.072), acquisition of park land and
acquisition of utility easements.
c. discuss or deliberate personnel matters: City Manager Annual
Review. (Tex. Gov't Code §551.074);
The council further reserves the right to enter into executive session at
any time throughout any duly noticed meeting under any applicable
exception to the Open Meetings Act.
Council Member Hopewell made the motion to return to open session at
7:27 pm. Council Member Bryan seconded the motion. Motion passes.
AYE 5
NAY 0
6. Consider/Discuss/Action on any items listed on posted agenda for
November 27, 2012 City of Anna City Council Regular Meeting or any
Closed Session occurring during this Workshop, as necessary.
Council Member Glover made the motion to take no action. Council Member
Bryan seconded the motion. Motion passes.
AYE 5
7. Adjourn.
NAY 0
ABSTAIN 0
Council Member Hopewell made the motion to adjourn at 7:28 pm. Council
Member Bryan seconded the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
ATTEST:
City Secretary, Natha Wilkison
APPROVED:
Mayor Pro Tem, John Geren
11-27-12 CC Regular Meeting Minutes.doc 2 I 1-27-12
MINUTES OF
CITY OF ANNA AGENDA NOTICE —CITY COUNCIL REGULAR MEETING
November 279 2012
7:30 p.m. —Anna City Hall Administration Building
The City Council of the City of Anna met in Regular Session at 7:30 p.m., November 27,
2012, at the Anna City Hall Administration Building, located at 111 North Powell
Parkway (Hwy 5), to consider the following items.
Welcome to the City Council Meeting. Please sign the Sign4n4heet as a record of
attendance. If you wish to speak on an open -session agenda item please fill out the
Opinion/Speaker Registration Form and turn it in to the City Secretary before the
meeting starts.
1. Call to Order.
Mayor Pro Tem, John Geren called the meeting to order at 7:34 pm.
2. Invocation and Pledge of Allegiance.
Mayor Pro Tem Geren gave the invocation.
3. Citizen comments. Citizens are allowed 3 minutes to speak. The Coarncil is
unable to respond to or discuss any issues that are brought up during this
section that are not on the agenda, other than to make statements of specific
factual information in response to a citizen's inquiry or to recite existing
policy in response to the inquiry.
None
4. Receive reports from Staff or the City Council about items of community
interest. Items of community interest include: expressions of thanks,
congratulations, or condolence; information regarding holiday schedules,
an honorary or salutary recognition of a public official, public employee, or
other citizen (but not including a change in status of a person's public office
or public employment); a reminder about an upcoming event organized or
sponsored by the governing body; information regarding a social,
ceremonial, or community event organized or sponsored by an entity other
than the governing body that was attended or is scheduled to be attended by
a member of the governing body or an official or employee of the
municipality; and announcements involving an imminent threat to the
public health and safety of people in the municipality that has arisen after
the posting of the agenda.
Announcement for the Christmas Parade December 8, 2012.
11-27-12 CC Regular Meeting Mimrtes.doc 3 1 I-27-12
5. Presentation of Collin County Parks and Open Space Grant Award.
(Commissioner Jaynes)
Collin County Commissioner Joe Jaynes presented a check for $24,200.00 for
Slayter Creek Trail construction.
6. Presentation of Certificate of Appreciation to Collin County
Commissioner Joe Jaynes. (Mayor Crist)
Mayor Pro Tem John Geren presented a Certificate of Appreciation to
Commissioner Jaynes for his 16 years of service.
7. Consent Items. These items consist ofnon-controversial or• "hoarsekeeping"
items required by law. Items may be considered individually by any Council
member making such request prior to a motion and vote on the Consent
Items.
a. Approve Final Plat for "Oncor Addition". (Maurice Schwanke)
b. Approve a Resolution authorizing execution of a Development
Agreement with Oncor Electric Delivery Company. (Maurice
Schwanke)
c. Approve a Resolution authorizing execution of an Inter -local
Agreement with Collin County for park and open space
improvements. (Maurice Schwanke)
Council Cook made the motion to approve the consent items with the
exception of changing the wording to 7 (b) to read "Approve a Resolution
authorizing execution of a Landscape Agreement with Oncor Electric
Delivery Company." Council Member Hopewell seconded the motion. Motion
passes.
AYE 5 NAY 0 ABSTAIN 0
8. Public Hearing: (2nd)
City Council will hear public comment regarding a proposed annexation
of property located east of Ferguson Parkway (CR 367) south of West
White Street and west of Slayter Creek containing approximately 83.4
acres. (Maurice Schwanke)
Maurice Schwanke, Director of Planning and Development presented the item
to council. Mayor Pro Tem Geren opened the public hearing at 7:41 pm.
Andrea Henry spoke on the annexation and Ruthie Poole spoke on the
annexation. Mayor Pro Tern Geren closed the public hearing at 7:52 pm.
11-27-12 CC Regular Meeting Minutes.doc 4 11-27-12
9. Consider/Discuss/Action regarding an Ordinance authorizing the
issuance and sale of City of Anna, Texas, Combination Tax and Revenue
Certificates of Obligation, Series 2012; levying an annual ad valorem tax
and providing for the security for and payment of said certificates;
approving the official statement; providing an effective date; and
enacting other provisions relating to the subject. (Clayton Fulton)
Clayton Fulton, Director of Finance presented the item to council and
introduced Jim Sabonis with First Southwest the City's financial advisor. Mr.
Sabonis presented information regarding the competitive bids for the bond
sale. Council Member Hopewell made the motion to approve. Council
Member Cook seconded the motion. Motion passes.
AYE 5
NAY 0
ABSTAIN 0
10. Consider/Discuss/Action regarding a Resolution approving an Economic
Development Agreement with McDonald's USA, LLC. ( City Manager)
City Manager, Philip Sanders recommended a motion to take no action at this
time. Council Member Bryan made the motion to take no action. Council
Member Hopewell seconded the motion. Motion passes.
AYE 5
11. Consider/Discuss/Action regarding an appointment to the Planning and
Zoning Commission to fill a vacancy, Place 7. (City Council)
Council Member Cook made the motion to appoint Lee Miller to Planning and
Zoning Commission. Council Member over seconded the motion. Motion
passes.
AYE 5
NAY 0
ABSTAIN 0
12. Consider/Discuss/Action regarding the schedule for City Council
meetings in December. (City Manager)
City Manager, Philip Sanders presented the item to council. Council Member
Bryan made the motion to change the 1st regular meeting in December from
the 1 Ith to December 18th and postpone the agenda items from the regularly
scheduled meeting on December 25th to the first regular meeting in January
2013. Council Member Glover seconded the motion. Motion passes.
FAT
AYE 5
Council Member Bryan made the motion to enter closed session at 8:05 pm.
Council Member Glover seconded the motion. Motion passes.
1 I-2742 CC Regular Meeting Minutes.doc 5 11-27-12
AYE 5 NAY 0 ABSTAIN 0
13. CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter
551, the City Council may enter into closed session to discuss any items
listed or referenced on this agenda under the following exceptions.0
a. consult with legal counsel regarding pending or contemplated
litigation and/or on matters in which the duty of the attorney to the
governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with
Chapter 551 of the Government Code (Tex. Gov't Code §551.071);
anticipated litigation with Amazing Solar Solutions, private club
regulations; legal claim from property owner on S. Powell Pkwy;
discussion regarding the legal aspects of parks and recreation
programs
b. discuss or deliberate the purchase, exchange, lease, or value of real
property (Tex. Gov't Code §551.072); acquisition of park land and
acquisition of utility easements;
c. discuss or deliberate personnel matters: City Manager Annual
Review. (Tex. Gov't Code §551.074);
The council further reserves the right to enter into executive session at
any time throughout any duly noticed meeting under any applicable
exception to the Open Meetings Act.
Council Member Glover made the motion to return to open session at 8:50
pm. Council Member Bryan seconded the motion. Motion passes.
AYE 5
NAY 0
ABSTAIN 0
14. Consider/Discuss/Action on any items listed on posted agenda for
November 27, 2012 City of Anna Workshop Session or any closed session
occurring during this Regular Meeting, as necessary.
Council Member Hopewell made a motion to approve a resolution the
performance appraisal of the City Manager and amending his contract
consistent with the performance appraisal. Council Member Glover seconded
the motion. Motion passes.
AYE 5 NAY 0 ABSTAIN 0
15. Adjourn,
Council Member Coolc made the motion to adjourn at 8:51 pm. Council
Member Glover seconded the motion. Motion passes.
11-27-12 CC Regular Meeting Minutes.doc 6 11-2742
AYE 5 NAY 0 ABSTAIN
ATTEST1 APPROVED:
Natha Wilicison, City Secretary
0
John Geren, Mayor Pro Tem
I i-27-12 CC Regular Meeting Minutes.doc 7 11-27-12
11IINLJTES
PLANNING AND ZONM U COMMISSION .
REGULAR MEETING
September 10, 2012
The Planning and Zoning Commission of the City of Anna will held its regular meeting on
Monday, September 10, 2012, at 7:00 p.m., at the Community Room of the Anna City Hall
Administration Building located at i 11 North Powell Parkway (Hwy 5), to consider the
following items.
1. Call to order and establishment of quorum.
The meeting was called to order at 7:06 p.m. by Co -Chairman Justin Bury. Members
present were Justin Burr, Rick Skotzke, Sandy Setliff, Jennifer Strange, Brandi Pitcox
and Shane Williams. Darrin Colombo had an excused absent. Staff present was Maurice
Schwanke and Tana Ross.
2. Invocation and Pledge of AIlegiance
NL•. Schwanlce gave the invocation and led the Pledge of Allegiance.
3. (a) Public Hearing: To consider• public com�neiits regarding an ordinance of the city of
Anna, Texas, amending the Anna City Code of Ordinances by amending Part III —
C, Section 35 by adding Section 35.04 (Residential Building Standards) and
amending Part III — E, Section 6 by adding Section 6 (r) (Residential Irrigation
Requirements).
The Public Hearing was open at 7:17 p.m. iVh•. Schwanlce gave a brief presentation. He
informed that the attached ordinance is an attempt to improve the aesthetic of residential
neighborhood. He mentioned that although this is a public hearing, staff is not asking the
Commission to make a decision at this time but would like to receive their input and
thoughts concerning this matter.
The Public Hearing was closed at 7;1$ p.m.
(b) Consider/Discuss/Act on recommendation regarding an ordinance of the city of
Anna, Texas, amending the Anna City Code of Ordinances by amending Part III —
C, Section 35 by adding Section 35.04 (Residential Building Standards) and
amending Part III — E, Section 6 by adding Section 6 (r) (Residential Irrigation
Requirements).
A motion was made by Mr. Burr and second by Mr. Williams to take no action of this
agenda item. The vote was unanimous.
PZC Minutes 09-10-12.doc Page 1 of 3 09-10-12
4, (a) Public Hearing: To consider public comment on recommendations on the
determination as to the appropriate classification for a "Private Community Room
Facility" business,
5.
6.
The Public Hcaring opened at 128 p.m. Mr. Schwanke gave a brief presentation that, a
land use will be brought forward that is not addressed within the existing use charts that
the City has adopted. To make a determination of where a use is appropriate the City
looks at various aspects of a use, such as transportation requirements, type of product,
anticipated employment, the amount of noise, odor, fumes, toxic materials and vibration
likely to be generated and the general requirements for public utilities such as water and
sanitary sewer.
As such the staff recommended that uses classified as a "Private Community Room
Facility" would be appropriate in the "Cl" and more intense commercial districts by right
and if alcohol is served a Specific Use Permit would be required ul "C1" and allowed by
right in more intense districts. A parking ratio of S spaces for meeting, dancing, social
events is already identified in the required parking tables.
Joyce Logue vas present and was in support of this ordinance.
The Public Hearing Closed at 7,40 part.
(b) Consider/Discuss/Act on the determination as to the appropriate classification
far a "Private Community Room Facility".
A motion vas made by MI•. Williams and second by Mz•. Sko#zke to approve this agenda
item. The vote was unanimous.
Consider/Discuss/Act Qn recommendation regarding "West Crossing Phase III"
preliminary plat,
Mr. Sclt�vanke gave a presentation regarding the West Crossing. Phase III preliminary
Plat.
A motion was made by Mr. Skotzke and second by Ms. Setliff to approve this agenda
item. The vote was unanimous.
Consider action to approve Minutes of the August 6, 2012 meeting.
A motion was made by Mr. Skotzke and second by Mr. Williams to approve this agenda
item. The vote was unanimous.
Election of Officers:
• Chairman — A motion was made by Ms. Strange and Seconded by Mr. Williams
to nominate Justin Bui•z•. The vote was tutanimous.
• Vice Chairman A motion was made by Ms. Strange and Seconded by Mr.
Williams to nominate Rick Skotzke. The vote was unanimous.
Secretary A motion was made by Mr. Skotzke and Seconded by Ms. Setliff to
nominate Jennifer Strange. The vote was unanimous.
PZC Minutes 09-10-12.doc Page 2 of 3 09-10-12
8. Adjoal•n
A motion was made by Mr. Skotzke and Seconded by Ms. Setliff to adjourn the
meeting, The vote was unanimous. The meeting adjourned at U2 p,m,
Maurice Schwanke
Director of Planning and Development
ATTEST:
PZC Minutes og-10-12.doo Page 3 of 3 09-10-12
MINUTES
PLANNING AND ZONING COMMISSION
REGULAR MEETING
October 01, 2012
The Planning and Zoning Cominission of the City of Anna held its regular meeting on Monday,
October 1, 2012, at 7:00 p.m., at the Community Room of the Anna City Hall Admini
Ocstration
Building located at 111 North Powell Parkway (Hwy 5), to consider the following items.
1. The meeting was called to order at 7:05 p.m, by Chairman Burr. Members present were
Justin Burr, Rick Skotzke, Sandy Setliff, Jennifer Strange, Brandi Pitcox, Darrin
Colombo and Shane Williams. Staff present was Maurice Schwanke and Tana Ross.
2. invocation and Pledge of Allegiance.
Mr. Schwanke gave the invocation and led the Pledge of Allegiance.
3. Consider/Discuss/Act on recommendation regarding a proposed annexation of property
located cast of Ferguson Parkway (CR 367) south of West White Street and west of
Slayter Creek, containing approximately 83.4 acres.
Ivfi•. Sehrvatuce gave a presentation regarding annexation. The proposed involuntary
annexation involves approximately 83.4 Acres of land. The property contains 10 parcels
of property with 9 single family homes. 9 of the parcels are served by a private road
(Slater Creek) while one property faces Ferguson Parkway. The property is surrounded
by the City of Anna. The City Council approved a resolution calling for public hearings
on November 13`' and November 27tt'. Mr. Schwanke noted that staff is recommending
approval of this request.
A motion vas made by Mr. Colombo and second by Mr. Skotzke to recommend
annexation. Ayes 6 Nays 0 abstalned- Shane Williams
4. Consider/Disct�ss/Act on recommendation regarding site plan for "Love's Travel Stop".
IVh•. Schtivatilce gave a presentation regarding the site plan. He noted that Love's Travel
Stop is submitthig this site plan for several reasons. With the proposed widening of West
White Street TXDOT is acquiring additional right -of way for the road along the northern
edge of the Love's property as identified by the Blue line. The yellow markings on the
map are the existing curb lines for the parking and drive-thru lane for Carl's Jr.
Restaurant. Love's is proposing to move the drive-thru lane south as shown by the red
lines. Even though parking spaces are being removed, the majority of the site is parking
and adequate spaces are provided. It should also be noted that an additional structure is
shown on the plan that does not exist at this time. This facility is for an indoor tire
changing facility. Mr. Schwanke also noted that staff is recommending approval of this
site plan.
A motion was made by Mr. Williams and second by Mr. Skotzke to approve the site plan.
The vote was unanimous.
PZC Minutes 10-01-12.doc Page 1 of 3 10_01.12
5. (a) Public Hearing
To consider public comment on a request by Tom Slowbe, representative for the property
owner, to change zoning from Agriculture (AG) to Single Family Residential (SF-60)
District zoning on property located at East Fork Estates Block A, Lot 5-R1, 5-R2, and 5-
R3, containing approximately 5.0 acres.
The Public Heating was opened at 7:23 p.m. Mr. Schwanke gave a presentation. Thw
property is currently zoned as "AG" (Agricultural). When the property was annexed ill
2002 "AG" was the default temporary zoning classification. The three lots that exist in
this area exceed I acre in side, however, the owners do not want to build 2,400 square
foot residential structures. Within the "SF-60" classification the size is reduced to 1,600
square foot. Mr. Schwanke noted that this zoning would be consistent with the housing
sizes that prevail in this area. Several property owners at the meeting were opposed to the
zoning. The Public Hearing closed at 7:46 p.m.
(b) Consider/Disctrss/Act on recommendation regarding the request to change zoning on
property located at East Fork Estates, Block A, Lot 5-Rl, S-R2, and 5-R3 from
Agriculture (AG) to Single Family Residential (SFw60) District zoning.
A motion tivas made by Mr. Skotzke and second by Ms. Setliff to approve zoning request.
The vote was unanimous.
6. (a) Public Hearing
To consider public comment on a request by Wan Kim, owner of property, to change
zoning from Single Family Estates (SFE) to General Commercial (C2) District zoning
with a Specific Use Permit to allow for an indoor "Animal Care and Kennel" facility.
The property is located at 12604 Sam Rayburn Memorial Highway (State Hwy 121).
The Public Hearing vas opened at 7:55 p.m. Mr. Schwanke gave a presentation
regarding zoning request. The property is currently zoned as "SF-F." (Single Family
Estate). When the property was annexed in 2006 "SF-E" was the default temporary
zoning classification. There is an existing masonry structure on the property and an
existing parking lot. The Future Land Use Plan shows this area as commercial in nature.
diti
Adonally, the property to the west is zoned as "C-2". With the location of this tract
near the intersection of two major thoroughfares, Sam Rayburn Memorial Highway and
Farm to Market Highway 2862, and the location of other intense uses such as a large and
small anunal veterinary hospital and a warehouse distribution center "C-2" appears to be
compatible. Additionally, an SUP was applied for an indoor Animal Care and Kennel
Facility. The Public Hearing closed at 8:00 p.m.
(b) Consider/Discuss/Act on recommendation regarding the request to change zoning
from Single Family Estates (SFE) to General Commercial (C2) District zoning with a
Specific Use Permit to allow for an indoor "Animal Care and Kennel" facility located at
I2604 Sam Rayburn Memorial Highway (State Hwy 121).
A motion was made by Mr. Williams and second by Ms. Pitcox to approve the zoning
and SUP request. The vote was unanimous.
7. (a) Public Hearing: To consider public continents regarding an ordinance of the city of
. Anna, Texas, amending the Anna City Code of Ordinances by amending Part I11 -- C,
PZC Minutes 10.01-12.doc Page 2 of 3 10-01-12
Section 35 by adding Section 35.04 (Residential Building Standards) and amending Part
III — E, Section 6 by adding Section 6 (r) (Residential Irrigation Requirements),
The Public Hearing opened at 8:01 p.m. Mr. Schwanke gave a brief presentation. He
noted that thus ordinance is an attempt to improve the aesthetic of residential
neighborhoods. The item was on the agenda at last month's Planning and Zoning
Meeting for discussion. Since then we sent out a request to all of the current builders in
Aruia�to meet with the Staff. One builder came to the meeting and made his input and
another came by to say that he agreed with the Ordinance. These changes as well as
some other minor changes and the additions the Cominission wanted have been added.
The Public Hearing closed at 8:2h p.m.
(b) Consider/Discuss/Act on recorrunendation regarding an ordinance of the city of Anna,
Texas, amending the Anna City Code of Ordinances by amending Part III — C, Section 35
by adding Section 35.04 (Residential Building Standards) and amending Part III — E,
Section 6 by adding Section 6 (r) (Residential Irrigation Requirements).
A motion was made by Mr. Colombo and second by Mr. Williams to approve
amendments to the Residential Building Standards. The vote was unanimous.
8. Consider action to approve Minutes of the September 10, 2012 meeting.
A motion Gvas made by Mr. Skotzke and second by Ms. Setliff to approve the September
minutes. The vote was unanimous.
9. Adjourn.
A motion was made by ivlr. Skotzke and second by Ms. Setliff to adjourn meeting. The
meeting adjourned at 8:23 p.m.
Director of Plaruiuig and Devehopment
ATTEST:
PZC Minutes 10-01-12.doc Page 3 of 3 10-01-12
MINUTES
PLANNING AND ZONING COMMISSION
SPECIAL MEETING
October 22, ZQ12
The Planning and Zoning Commission of the City of Amna held a special meeting on October 22,
2012, at 7:00 p.m., at the CommunityAnna Room of the City Hall Administration' Building
located at 111 North Powell Parkway (Hwy 5), to consider the following items.
1. Call to order and establishment of quorum.
The meeting was called to order at ?:03 P.M by Chairman Burr. Members present were Justin
Burr, Rick Skotzke, Sandy Setliff, Jennifer Strange and Darrin Colombo. Brand] Pitcox and
Shane Williams were absent. Staff present was Maurice Schwanke and Tana Ross.
2. invocation and Pledge of Allegiance.
Mn•. Schwanke gave the invocation and led tine Pledge of allegiance.
3, Consider/Discuss/Act on recommendation regarding the "Wigintotn" development plat.
Mr. Schwatnke gave a presentation regarding development plat. He noted that the "Wigintonn"
development plat is located in Anna's Extra Territorial Jurisdiction (ETJ), According to our
Comprehensive Plan, two thoroughfares will impact the development plat. These thoroughfares,
County Road Number 427 and a southerly extension of County Road Number 478, are both
proposed as major collector streets in 120 feet of right -of --way. Farm to Market Highway Number
2862 ]n this area is in 90 feet of right-of-way, however, is not considered a thoroughfare in this
area for the fixture. Mr. Schwanke noted that the development plat complies with our standards
and the staff is recommending approval.
A motion was made by M►•. Colombo and second by Mr. Skotzke to approve development plat,
The vote was un(vnimous.
To consider public comment on a request by Abdul Kasbati and Joyce Logue, representatives
for Mohammed Poianni, requesting a Specific Use Permit to allow alcohol served ou the premises
where no permit is held or required under the Texas Alcoholic Beverage Code for such service of
alcohol. The property is currently zoned as Restricted Commercial (CI) zoning and the use is
classified as a Private Event/Meeting Hall facility. The property is located at 2513 N Powell
Pkwy, Suite 400.
The
Public Hearing was opened at 7:10 p.m. Mr. Schwanke gave a presentation regarding zoning
request. Tlne requested Specific Use Permit would allow the providing of alcoholic beverage
where there cannot be any expectation of receiving money. You cannot ask for a "donation" or
"tip." If the drunks will only be available to paying guests, then you will need a permit from the
TABC.
Mn•. Schwanke noted that the staff is recommending approval of this SUP. Mr. Abdul Kasbati
was not present at the time of the public hearing. Ivis. Joyce Logue vas present but did not give a
presentation. The public hearing closed at 7:17 pan.
(b) Conside►/Discuss/Acton recommendation regarding all ordinance for a Special Use Permit to
allow alcohol sen•�re on the premises where no pe►•nnit is held or required under the Texas
Alcoholic Beverage Code for such service of alcohol. The property is currently zoned as
PZC Minutes Special 10-22-12.doc Page 1 of 2 10-22-12
Restricted Commercial (Cl) zoning and the use is classified as a Private Event/Meeting Hall
facility. The property is located at 2513 N Powell PkNvy, Suitd 400.
A motion was made by Mr, Skotzke and second by Ms. Strange to approve SUP zoning request.
The vote was unanimous.
S. (a) To consider public comment on property located at the southwest corner of the urtersection of
Sam Rayburn Memorial Highway and FM 2862 with the address of 7522 Sam Rayburn Hwy
from General Commercial (C2) zoning with an SUP for a private club to General Commercial (C-
2) zoning revoking the SUP fora private club.
Maly Valverde, owner of property gave a presentation and answered questions from the
Commission. The public hearing closed at 7:50 p.m.
(b) Cansider/Discuss/Act on recommendation regarding an ordinance to change the zoning of
property located at the southwest comer of the intersection Sam Rayburn Memorial Highway and
FM 2862 with the address of 7522 Sam Rayburn HNiy from General Commercial (C-2) zoning
with an SUP for a private club to General Commercial (C-2) zoning revoking the SUP for a
private club.
After further discussion, a motion was made by Mr. Barr and second by Mr, Skotzke to table this
agenda item, The vote was unanimous.
6. Adjourn.
A motion was made by Mr. Colombo and second by Mr. Skatzke to adjourn meeting. The
meeting adjourned at 8:15 p.tn.
Maurice Schwankev
Director of Planning and Development
ATTEST:
PZG Minuses Special 10-22-12.doc Page 2 of 2 '10-22-12
MINUTES
PLANNING AND ZONING COMMISSION
REGULAR MEETING
November 5, 2012
The Planning and Zoning Commission of the City of Anna held its regular meeting on November
5, 2012, at 7:00 p.m., at the Community Room of fhe Anna City Hall Administration Building
located at I I I North Powell Parkway (Hwy 5), to consider the following items.
1. Call to order and establishment of quorum.
The meeting was called to order at 7:04 p.m. by Chairman Burr. Members present were
Justin Burr, Sandy Setliff, Brandi Pitcox, Darrin Colombo and Shane Williams. Jenifer
Strange and Rick Skotzke were absent. Staff present was Maurice Schwanke.
2. Invocation and Pledge of Allegiance.
Mr. Schwanke gave the invocation and led the Pledge of Allegiance.
3. Consider/Discuss/Act on recommendation regarding the "Brown Addition"
development plat.
Mr. Schwanke gave a presentation regarding the "Brown Addition" development plat.
The Development Plat is within the Extra Territorial Jurisdiction of the City. The
applicant is proposing the construction of an accessory structure on the property. As such
the Development Plat was required. The applicant has complied with the development
plat requirements and therefore the Staff is recommending approval.
A motion was made by Mr. Williams and second by Ms. Setliff to approve the "Brown
Addition" development plat. The vote was unanimous.
4. Consider/Discuss/Act on recommendation regarding re -plat of "Urban Crossing,
Lot 7, Block A.
Mr. Schwanke gave a presentation. He noted that a re- plat of Lot 7, Block A, of the
Urban Crossing Subdivision has been submitted to change the 75' front yard setback to
65. In order to accomplish this under the "Local Government Code" the existing lot was
required to be vacated and signed off of by every lot owner in the subdivision. He also
noted that we have received vacation documents from all of the existing land owners in
the subdivision. Several minor changes to the plat still need to be made. These changes
will be the addition of a location map and changing the designation of the new lot as lot
7-R. The staff is recommending approval of this plat subject to these changes.
A motion was made by Mr. Colombo, seconded by Ms. Pitcox to approve the re -plat of
"Urban Crossing" with conditions of the changes made noted above. The vote was
unanimous.
PZ Minutes 11-05-12.doc Page 1 of2 11-05-12
0
5. Consider/Discuss/Act on recommendation regarding "West Crossing PH a final
plat.
Mr. Schwanke gave a presentation regarding final plat. He noted that the Engineering
plans for West Crossing Phase 3 have been approved. The Phase 3 improvements will be
north of Hackberry Street and east of West Crossing Blvd. The staff is recommending
approval of this plat. Rough grading has already occurred and installation of the
infrastructure is beginning.
A motion was made by Ms. Pitcox, seconded by Mr. Williams to approve the final plat.
The vote was unanimous.
6. Consider action to approve Minutes of the following meetings:
• October 1, 2012 Regular Meeting
• October 22, 2012 Special Meeting
A motion was made by Mr. Williams, seconded by Ms. Setliff to approve the above
Minutes as submitted. The vote was unanimous.
7. Adjourn.
A motion was made by Mr. Colombo, second by Ms. Setliff to adjourn meeting. Motion
pass. The meeting adjourned at 8:23 p.m.
Director of Planning and Development
I.rMt�.�l
PZ Minutes 11-05-12.doc Page 2 of 2 11-05-12
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Council Meeting: December 18, 2012
Account Code #
Amount:
Item No. 6 (h-r)
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Cit�g_er
Exhibits: X Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding Resolutions approving Development
Agreements with the owners of property located within the proposed Slater Creek annexation
area.
SUMMARY: Earlier this fall, the City Council authorized the Staff to take the steps necessary
to annex several tracts of land located primarily long Slater Creek Road south of FM 455 (White)
and east of CR 367 (Ferguson). As an alternative to annexation, the City offered to enter into a
development agreement with the various property owners that would guarantee the continuation
of the extraterritorial (outside the city limits) status of their properties for three years, or until any
type of subdivision plat or related development document is filed with the City, whichever
occurs first. The proposed Agreements also authorize the enforcement of regulations and
planning authority of the city that do not interfere with any existing tax exemption and use of the
various properties for agriculture, wildlife management, or timber as defined in Subchapter C, D,
or E Chapter 23, Tax Code)
RECOMMENDATION: Staff recommends approval of the attached Resolutions which
authorize the City Manager the execute Development Agreements with the property owners that
have accepted the City's offer.
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND KIM AND RUTH ANN POOLE, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Kim and Ruth Ann Poole (the
'Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
Mike Crist, Mayor
ATTEST:
Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND ROBERT L SAMMONS, AND AUTHORIZING THE CITY MANAGER
TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Robert L Sammons (the "Owner")
desire to enter into a Chapter 43 and Chapter 212 Texas Local Government Code
Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT.
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 1846
day of December 2012.
APPROVED:
Mike Crist, Mayor
ATTEST:
Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND LIFE FELLOWSHIP MINISTRIES, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Life Fellowship Ministries (the
"Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT.
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
IG1�Z�1�1
ATTEST:
Mike Crist, Mayor Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
C�3yii'L�l 919
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND JAMES AND CINDY OGLESBY, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and James and Cindy Oglesby (the
'Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
Mike Crist, Mayor
ATTEST:
Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND BENTON AND CHERYL VAUGHN, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Benton and Cheryl Vaughn (the
"Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
P • • �]T1 ���1
ATTEST:
Mike Crist, Mayor Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND WILLIAM AND ANDREA HENRY, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and William and Andrea Henry (the
"Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
ATTEST:
Mike Crist, Mayor Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND THE SLATER CREEK ASSOCIATION, AND AUTHORIZING THE
CITY MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and the Slater Creek Association (the
'Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
Mike Crist, Mayor
ATTEST:
Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND DEAN AND MICHELLE ANDREWS, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Dean and Michelle Andrews (the
"Owner") desire to enter into a Chapter 43 and Chapter 212 Texas Local Government
Code Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
Mike Crist, Mayor
ATTEST:
Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND IVAH ABRAHAM, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Ivah Abraham (the "Owner") desire
to enter into a Chapter 43 and Chapter 212 Texas Local Government Code
Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
Mike Crist, Mayor
ATTEST:
Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF NNA, TEXAS
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND MELINDA L. NELSON, AND AUTHORIZING THE CITY MANAGER
TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Melinda L. Nelson (the "Owner")
desire to enter into a Chapter 43 and Chapter 212 Texas Local Government Code
Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
ATTEST:
Mike Crist, Mayor Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
CITY OF NNA, TEXAS
A RESOLUTION ADOPTING A DEVELOPMENT AGREEMENT BETWEEN THE CITY
OF ANNA AND KAREN MALINOWSKI, AND AUTHORIZING THE CITY MANAGER
TO EXECUTE SAME ON BEHALF OF THE CITY.
WHEREAS, the City of Anna, Texas (the "City") and Karen Malinowski (the "Owner")
desire to enter into a Chapter 43 and Chapter 212 Texas Local Government Code
Development Agreement (the "Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Agreement, attached hereto as EXHIBIT 1,
incorporated herein for all purposes and authorizes the City Manager to execute same
on behalf of the City.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18tn
day of December 2012.
APPROVED:
ATTEST:
Mike Crist, Mayor Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
STATE OF TEXAS )
COUNTY OF COLLIN )
CHAPTER 43 TEXAS LOCAL GOVERNMENT CODE
DEVELOPMENT AGREEMENT
This Agreement is entered into pursuant to Sections 43.035 and 212.172 of the Texas
Local Government Code by and between the City of Anna, Texas (the "City") and the
undersigned property owner(s) (the "Owner"). The term "Owner" includes all owners of
the Property.
WHEREAS, the Owner owns a parcel of real property(s) (the "Property") in Collin
County, Texas, commonly known as (insert short property description]; and as shown in
the attached Exhibit "A"; and
WHEREAS, the Owner desires to have the Property remain in the City's extraterritorial
jurisdiction, in consideration for which the Owner agrees to enter into this Agreement;
and
WHEREAS, this Agreement is entered into pursuant to Sections 43.035 and 212.172 of
the Texas Local Government Code, in order to address the desires of the Owner and the
procedures of the City, and
WHEREAS, the Owner and the City acknowledge that this Agreement is binding upon
the City and the Owner and their respective successors and assigns for the term (defined
below) of this Agreement; and
WHEREAS, this Development Agreement is to be recorded in the Real Property
Records of Collin County.
NOW, THEREFORE, in consideration of the mutual covenants contained herein, the
parties hereto agree as follows:
Section 1. The City guarantees the continuation of the extraterritorial status of the
Owner's Property, its immunity from annexation by the City, and its immunity from City
property taxes, for the term of this Agreement, subject to the provisions of this
Agreement. Except as provided in this Agreement, the City agrees not to annex the
Property, agrees not to involuntarily institute proceedings to annex the Property, and
further agrees not to include the Property in a statutory annexation plan for the Term of
this Agreement. However, if the Property is annexed pursuant to the provisions of this
Agreement, then the City shall provide services to the Property pursuant to Chapter 43 of
Texas Local Government Code.
Section 2. The Owner covenants and agrees not to use the Property for any use other than
for agriculture, wildlife management, and/or timber land consistent with Chapter 23 of
the Texas Tax Code, except for existing single-family residential use of the Property,
without the prior written consent of the City.
Except as may be required for the construction of a Proposed Accessory Building as
defined below, the Owner covenants and agrees that the Owner will not file any type of
subdivision plat or related development document for the Property with Collin County or
the City until the Property has been annexed into, and zoned by, the City.
Other than a Proposed Accessory Building, the Owner covenants and agrees not to
construct, or allow to be constructed, any buildings on the Property that would require a
building permit if the Property were in the city limits, until the Property has been annexed
into, and zoned by, the City. The Owner also covenants and agrees that the City's AG —
Agricultural District zoning requirements apply to the Property, and that the Property
shall be used only for AG— Agricultural District zoning uses that exist on that Property
at the time of the execution of this Agreement, unless otherwise provided in this
Agreement. The Proposed Accessory Building means the construction of an accessory
building not exceeding 1000 square feet. Use of the Proposed Accessory Building shall
be incidental and accessory to the existing residential and/or agricultural uses of the
Property. The Proposed Accessory Building shall not be used in connection with any
commercial or business activity. The Owner covenants and agrees to comply with all
applicable codes and ordinances of the City of Anna that would apply to the construction
of the Proposed Accessory Building if the Property were in the city limits, including but
not limited to any platting requirement, any requirement to obtain a building permit,
compliance with any applicable building or construction codes, and compliance with any
applicable zoning and development regulations for the AG — Agricultural District.
The Owner covenants and agrees that the discharge of any firearm on the Property shall
be prohibited, except as expressly set forth in Section 3 of this Agreement.
The Owner acknowledges that each and every owner of the Property must sign this
Agreement in order for the Agreement to take full effect, and the Owner who signs this
Agreement covenants and agrees, jointly and severably, to indemnify, hold harmless, and
defend the City against any and all legal claims, by any person claiming an ownership
interest in the Property who has not signed the Agreement, arising in any way from the
City's reliance on this Agreement.
Section 3. The Owner acknowledges and agrees that —in addition to any other remedies
the City may have —any occurrence of one or more of the following acts will constitute a
petition for voluntary annexation by the Owner: (1) any plat or related development
document is filed in violation of this Agreement; (2) the Owner commences development
of the Property in violation of this Agreement; or (3) the Owner discharges or allows the
discharge of any firearm on the Property, unless the circumstances warrant such
discharge for the immediate protection of persons or property. Should any of those three
events occur, the Property will be subject to annexation at the discretion of the City
Council notwithstanding any other provision of this Agreement. The Owner agrees that
such annexation shall be voluntary and the Owner hereby consents to such annexation as
though a petition for such annexation had been tendered by the Owner and joined by any
other persons having any interest in the Property. If annexation proceedings begin
pursuant to this Section 3, the Owner acknowledges that this Agreement serves as an
exception to Local Government Code Section 43.052, requiring a municipality to use
certain statutory procedures under an annexation plan. Furthermore, the Owner hereby
waives any and all vested rights and claims that they may have under Section
43.002(a)(2) and Chapter 245 of the Texas Local Government Code that would otherwise
exist by virtue of any actions Owner has taken in violation of Section 2 herein. The
Owner further agrees that the Owner will not in any manner contest any annexation of the
Property initiated by the City under this Section 3 or any annexation of the Property
completed by the City after the Term of this Agreement.
Section 4. Pursuant to Sections 43.035(b)(1)(B) of the Texas Local Government Code,
the City is authorized to enforce all of the City's regulations and planning authority that
do not materially interfere with the use of the Property for agriculture, wildlife
management, or timber, in the same manner the regulations are enforced within the City's
boundaries. The City states and specifically reserves its authority pursuant to Chapter 251
of the Texas Local Government Code to exercise eminent domain over property that is
subject to a Chapter 43 and/or Chapter 212 development agreement.
Section 5. The term of this Agreement (the "Term") is three years from the date that the
City Manager's signature to this Agreement is acknowledged by a public notary. The
Owner, and all of the Owner's heirs, successors and assigns shall be deemed to have filed
a petition for voluntary annexation before the end of the Term, for annexation of the
Property to be completed on or after the end of the Term. Prior to the end of the Term,
the City may commence the voluntary annexation of the Property. In connection with
annexation pursuant to this section, the Owners hereby waive any vested rights they may
have under Section 43.002(a)(2) and Chapter 245 of the Texas Local Government Code
that would otherwise exist by virtue of any application, plan, plat or construction any of
the owners may submit or initiate during the time between the expiration of this
Agreement and the institution of annexation proceedings by the City.
Section 6. Property annexed pursuant to this Agreement shall be temporarily classified as
SF-E Single Family Residential —Large Lot District until permanent zoning is
established by the City Council pursuant to the City's Code of Ordinances, pending
determination of the Property's permanent zoning in accordance with the provisions of
applicable law and the City's Code of Ordinances.
Section 7. Any person who sells or conveys any portion of the Property shall, prior to
such sale or conveyance, gives written notice of this Agreement to the prospective
purchaser or grantee, and shall give written notice of the sale or conveyance to the City.
Furthermore, the Owner and the Owner's heirs, successor, and assigns shall give the City
written notice within 14 days of any change in the agricultural exemption status of the
Property. A copy of either notice required by this section shall be forwarded to the City at
the following address:
City of Anna
Attn: City Manager
1 I 1 N. Powell Parkway
Anna, Texas 75409
Section 8. This Agreement shall run with the Property and be recorded in the real
property records of Collin County, Texas,
Section 9. If a court of competent jurisdiction determines that any covenant of this
Agreement is void or unenforceable, including the covenants regarding involuntary
annexation, then the remainder of this Agreement shall remain in full force and effect.
Section 10. This Agreement may be enforced by any Owner or the City by any
proceeding at law or in equity. Failure to do so shall not be deemed a waiver to enforce
the provisions of this Agreement thereafter.
Section 11. No subsequent change in the law regarding annexation shall affect the
enforceability of this Agreement or the City's ability to annex the properties covered
herein pursuant to the terms of this Agreement.
Section 12. Exclusive jurisdiction and venue for disputes arising out of or related in any
way to this Agreement shall be in Collin County, Texas.
Section 13. This Agreement may be separately executed in individual counterparts and,
upon execution, shall constitute one and same instrument.
Section 14. This Agreement shall survive its termination to the extent necessary for the
implementation of the provisions of Sections 3, 4, and 5 herein.
Entered into this day of , 2012.
Philip Sanders
City Manager, City of Anna, Texas
THE STATE OF TEXAS }
COUNTY OF COLLIN }
This instrument was acknowledged before me on the _day of 2012, by Philip
Sanders, City Manager, City of Anna, Texas.
Notary Public, State of Texas
Owner 1
Printed Name:
THE STATE OF TEXAS }
COUNTY OF }
This instrument was acknowledged before me on the _day of 2012, by
Owner 1.
Notary Public, State of Texas
Owner 2
Printed Name:
THE STATE OF TEXAS }
COUNTY OF }
This instrument was acknowledged before me on the _day of 2012, by
, Owner 2.
Notary Public, State of Texas
Owner 3
Printed Name:
THE STATE OF TEXAS }
COUNTY OF }
This insh•ument was acknowledged before me on the
Owner 3.
Notary Public, State of Texas
day of 2012, by
Owner 4
Printed Name:
THE STATE OF TEXAS }
COUNTY OF }
This instrument was acknowledged before me on the _day of
Owner 4.
Notary Public, State of Texas
2012, by
EXHIBIT "A"
Council Meeting: December 18, 2012
Account Code #: N/A
Budgeted Amount: N/A
Item No. 6 (s)
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Clayton Fulton
Date Prepared: 12/13/12
Exhibits: Q Yes ❑ No
AGENDA SUBJECT: Approve a Resolution authorizing approval of an Inter -local
Agreement with the City of Melissa to purchase a portion of Anna's minimum take of
pay obligation under the GTUA/City of Anna potable water contract.
SUMMARY: As a member of the Collin Grayson Municipal Alliance (Cities of Anna,
Melissa, Van Alstyne, and Howe), each city has a minimum take or pay (MT/P)
agreement with the Greater Texoma Utility Authority and the North Texas Municipal
Water District for 59,312,500 gallons of ground water annually at a cost of $1.54 per
thousand gallons.
Should any member City exceed the MT/P, excess water use will be billed at $0.44 per
thousand gallons; however, the MT/P will increase for that member city in the ensuing
water year causing an increase in water costs for that city.
VAS 16
For the water year ended August 31St, 2012 the City
a exceeded their MT/P by
19,280,500 gallons. The other member cities did not exceed their MT/P amount. In
order for the City of Melissa to avoid an increase in their MT/P for the 2013 water year, it
has been recommended that the City of Melissa purchase the excess capacity from the
other three member cities for the 2012 water year.
The remaining members have agreed to sell 6,426,833 gallons each to Melissa at a rate of
$0.99 per thousand gallons ($0.99 rate is determined by averaging the MT/P rate of $1.54
and the excess water rate of $0.44). If approved, the City of Melissa will thus pay the
City of Anna $6,362,56,
An agreement to sale excess water to Melissa for the 2012 water year will not have any
effect upon the 2013 water year or upon Anna's MT/P volume or obligations.
RECCOMENDATION: Approve the resolution authorizing the ILA with the City of
Melissa subject to the City Attorneys review and approval of the form of the ILA.
CITY OF ANNA, TEXAS
RESOLUTION N0.2012
A RESOLUTION RELATED TO AN INTER -LOCAL AGREEEMNT
BETWEEN THE CITIES OF ANNA AND MELISSA UNDER WHICH THE
CITY OF ANNA AGREES TO TRANSFER A PORTION OF ITS
CONTRACTUAL MINIMUM TAKE OR PAY WATER OBLIGATION WITH
THE GREATER TEXOMA UTILITY AUTHORITY TO THE CITY OF
MELISSA IN EXCHANGE FOR AN AGREEMENT PAYMENT FROM
MELISSA AND AUHORIZING THE EXECUTION AND ADMINISTRATION
OF SAID INTER -LOCAL AGREEMENT
WHEREAS, the City of Anna has previously authorized and executed agreements with
the Greater Texoma Utility Authority for a surface water supply system to be planned, funded,
constructed, and operated by GTUA, including the payment of monthly minimum take or pay
water purchase provisions necessary to fund said water transmission system and purchase of
potable water; and
WHEREAS, the City of Anna has chosen to not accept delivery of water through the end
of the 2011 water year (ended July 31, 2012) and desires to transfer a portion of its obligated
minimum take or pay to the City of Melissa for consideration detailed in an inter -local agreement
and
WHEREAS, the City of Melissa has indicated interest in purchasing a portion of Anna's
minimum take or pay for the water year ended July 31, 2012 as explained in a memorandum to
the City Managers / Administrators of the Cities of Melissa, Anna, Van Alstyne, and Anna dated
October 15, 2012 by Don Paschal, consultant to said citi Oes, which memorandum is attached to
said Inter -local agreement as Exhibit A; and
WHEREAS, it is acknowledged that a companion or similar agreement is contemplated
between the City of Melissa and the other CGMA-GTUA cities (includes Anna, Van Alstyne,
and Howe).
NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Anna that:
SECTION 1: The City Council of the City of Anna authorizes the execution by the City
Administrator of the attached Inter -local agreement with the City of Melissa for the terms
detailed therein providing for the following:
A. Transferring a portion of Anna's GTUA required minimum take or pay to Melissa.
B. Invoicing Melissa for the agreed portion of the 2012 water year minimum take or pay.
C. Accepting Payment from Melissa as provided for in the attached Inter -local
agreement.
SECTION 2: It is specifically provided that the participating cities shall have the right to verify
quantities of water with the GTUA prior to final consummation of the attached agreement.
Upon motion of seconded by ,
the above resolution was approved by the City Council of the City of Anna at its meeting held
this 18th day of December 2012, by the following vote:
AYE NAY ABSTAIN
Mayor, City of Anna
City. Secretary, City of Anna
(SEAL)
IN I r Rn AL AGREEMENT BY AND BETWEEN
THE CITY OF MELISSA, TEXAS AND THE CITY OF ANNA, TEXAS
FOR PURCHASE AND CORRESPONDING SALE OF A PORTION OF THE
SELLING CITIES MINIMUM TAKE OR PAY OBLIGATION UNDER THE GTUA-
CITY OF ANNA POTABLE WATER SUPPLY CONTRACT
THIS AGREEMENT (this "Agreement") is made and entered by and between the
CITY OF MELISSA, TEXAS, a Texas Home -Rule Municipal Corporation, hereinafter referred
to as "Melissa", and CITY OF ANNA, TEXAS, a Texas Home -Rule Municipal Corporation
hereinafter referred to as "Anna", collectively referred to herein as the "Cities", as follows:
WITNESSETH:
WHEREAS, both Melissa and Anna are political subdivisions within the meaning of
Interlocal Cooperation Act, Texas Government Code, Chapter 791, as amended (the "Act"); and
WHEREAS, the Act provides authority for entities such as Melissa and Anna to enter
into interlocal agreements with each other to perform governmental functions and services as set
forth in the Act; and
WHEREAS, each of the Cities has previously entered into an agreement with the Greater
Texoma Utility Authority ("GTUA") for the planning, construction, funding, and operations of a
surface water supply system to collectively serve Melissa and Anna, as well as the City of Van
Alstyne, Texas ("Van Alstyne") and the City of Howe, Texas ("Howe") (each municipality
referenced herein either by name or as "Participating City"), which agreement specifies the
obligations of each Participating City; and
WHEREAS, each of said Cities has entered an Amended and Restated Contract for
Water Supply providing that from the time water has been delivered to each Participating City
for one month and forward, on a monthly basis, each Participating City shall be charged for
water at the greater of its minimum take -or -pay amount (MT-P) under the Potable Water Supply
Contract made and entered between such Participating City and GTUA; and
WHEREAS, for the water year 2011-2012 ended July31, 2012 as provided for in said
water purchase agreements, including the North Texas Municipal Water District, hereinafter
referred to as "NTMWD" standard water purchase agreement, only the City of Melissa actually
received delivery of water and which water delivery equaled the Melissa MT-P; and
WHEREAS, Melissa has a predecessor agreement with NTMWD for delivery of water
through a separate water delivery point, which delivery point has a separate and distinct MT-P,
which exceeded the MT-P entitling Melissa to said excess water purchase (over MT-P) at a
significantly discounted purchase rate; and
WHEREAS, Anna and desires to sell a portion of its unused MT-P and Melissa desires
to purchase a portion of Anna's unused minimum MT-P as defined in this Agreement thus
allowing Anna to recover a portion of the purchased but unused MT-P for the stated water year;
and
MT-P Transfer agreement for 2012 water year — Melissa/Anna -Page 1
WHEREAS, the background of the above noted agreements, volumes, rates, and
circumstances are further detailed in the October 15, 2012 memorandum attached hereto for
reference and labeled "Exhibit A".
NOW, THEREFORE, MELISSA and ANNA, for and in consideration of the recitals set
forth above and terms and conditions below, agree as follows:
TERM
This Agreement shall apply to the NTMWD water year ended July 319 2012 and shall be
executed and consummated in full between November 1, 2012 and December 31, 2012 and shall
not apply to subsequent water volumes or water years unless by amendment to this Agreement.
II.
GENERAL SCOPE OF AGREEMENT
Anna shall transfer 6,426,833 gallons (6,426.833 one thousand gallon increments) of
MT-P water to Melissa for the water year ended July 31, 2012 and Melissa shall remit to Anna a
payment for said transfer of MT-P at the rate of $0.99 per thousand gallons totaling in the sum of
$6,362.56 as payment in full for said portion of Anna's MT-P. Following execution of this
Agreement, Anna shall submit to Melissa an invoice for the transfer of the described MT-P for
the above stated sum and Melissa shall remit payment for said transfer within fifteen (15) days of
receipt of said invoice, it being the intent that this transaction shall be completed on or before
December 31, 2012.
III.
RESPONSIBILITIES OF THE PARTIES
1. The respective City Councils of Melissa and Anna approve this Agreement authorizing
the sale /purchase of MT-P as described herein and further detailed in the attached Exhibit A.
2. Anna, following approval of this Agreement by Melissa, shall submit to Melissa an
invoice for the referenced 6,426,833 gallons of MT-P water in the amount of $6,362.56.
3. Melissa shall remit to Anna the above stated payment for the transferred MT-P within
fifteen (15) working days of the receipt of the Anna invoice.
4. If either party wishes to verify the metered quantities of water or the portion of the
minimum take or pay to which this Agreement refers shall be entitled to verification subject to
said verification being completed prior to the submission of the invoice referenced in it III — 2
above. Should GTUA verification indicate a different volume of minimum take or pay than
referenced herein, the parties hereto shall modify said quantity and the resultant payment for said
quantity of minimum take or pay prior to the invoicing and payment phase (item III — 2 & 3
above).
IV.
TERMINATION
MT-P Transfer agreement for 2012 water year — Melissa/Anna -Page 2
The Cities recognize that this Agreement shall commence upon the effective date herein
and continue in full force and effect until termination in accordance with its provisions. Melissa
and Anna herein recognize that the continuation of any future contract after the termination of
this Agreement or impacting any future water year shall be subject to City Council approval for
each City, respectively. Following termination of this Agreement, or should either City fail to
execute this Agreement, there shall be no further commitment hereunder.
V.
RELEASE AND HOLD HARMLESS
Melissa and Anna, to the extent authorized under the constitution and laws of the State of
Texas, agree to be responsible for their own acts of negligence which may arise in connection
with any and all claims for damages, costs, and expenses to person or persons and property that
may arise out of or be occasioned by this Agreement. In the event of joint and concurrent
negligence, Melissa and Anna agree that responsibility shall be apportioned comparatively. This
obligation shall be construed for the benefit of the parties hereto, and not for the benefit of any
third parties, nor to create liability for the benefit of any third parties, nor to deprive the parties
hereto of any defenses each may have as against third parties under the laws and court decisions
of the State of Texas.
VI.
AUTHORITY TO SIGN
The undersigned officer and/or agents of the parties hereto are the properly authorized
officials and have the necessary authority to execute this Agreement on behalf of the parties
hereto. The Cities have executed this Agreement pursuant to the authority granted by its
governing body.
The provisions of this Agreement are severable. If any paragraph, section, subdivision,
sentence, clause, or phrase of this Agreement is for any reason held to be contrary to the law or
contrary to any rule or regulation having the force and effect of the law, such decisions shall not
affect the remaining portions of the Agreement. However, upon the occurrence of such event,
either party may terminate this Agreement by giving the other party thirty (30) days' written
notice.
X.
VENUE
This Agreement and any of its terms or provisions, as well as the rights and duties of the
parties hereto, shall be governed by the laws of the State of Texas. The parties agree that this
Agreement shall be enforceable in Collin County, Texas, and, if legal action is necessary,
exclusive venue shall lie in Collin County, Texas.
MT-P Transfer agreement for 2012 water year — Melissa/Anna -Page 3
XI.
INTERPRETATION OF AGREEMENT
It is acknowledged that this is a negotiated document. Should any part of this Agreement
be in dispute, the Cities agree that the Agreement shall not be construed more favorably for
either city.
XII.
REMEDIES
No right or remedy granted herein or reserved to the parties is exclusive of any right or
remedy granted by law or equity; but each shall be cumulative of every right or remedy given
hereunder. No covenant or condition of this Agreement may be waived without the express
written consent of the parties. It is further agreed that one (1) or more instances of forbearance
by either party in the exercise of its respective rights under this Agreement shall in no way
constitute a waiver thereof.
XIII.
SUCCESSORS AND ASSIGNS
The parties each bind themselves, their respective successors, executors, administrators
and assigns to the other party to this contract. Neither party will assign, sublet, subcontract or
transfer any interest in this Agreement without the prior written consent of the other party. No
assignment, delegation of duties or subcontract under this Agreement will be effective without
the written consent of both parties.
MT-P Transfer agreement for 2012 water year —Melissa/Anna -Page 4
IN WITNESS WHEREOF, the parties have executed this Agreement by signing below.
Date:
APPROVED AS TO FORM:
CITY ATTORNEY
Date:
CITY OF MELISSAI TEXAS
By:
Jason Little
City Manager
CITY OF ANNA, TEXAS
By:
Philip Sanders
City Manager
APPROVED AS TO FORM
CITY ATTORNEY
MT-P Transfer agreement for 2012 water year — Melissa/Anna -Page 5
ACKNOWLEDGMENTS
STATE OF TEXAS §
COUNTY OF COLLIN §
This instrument was acknowledged before me on the day of ,
2012, by ,
Home Rule City, on behalf of said municipality.
STATE OF TEXAS §
COUNTY OF COLLIN §
of the City of Melissa , Texas, a Texas
Notary Public, State of Texas
This instrument was acknowledged before me on the day of ,
2012, by , , of the City of Anna, Texas, a
Texas Home Rule City, on behalf of said municipality.
Notary Public, State of Texas
MT-P Transfer agreement for 2012 water year —Melissa/Anna -Page 6
Exhibit A
Attach copy of October 15, 2012 memorandum from Donald E. Paschal, Jr. to CGMA City
Managers regarding the subject: Sale of GTUA-CGMA Minimum Take or Pay to Participant
City
MT-P Transfer agreement for 2012 water year — Melissa/Anna -Page 7
LAW ALL) E. PASCHAL, JR.
904 Parkwood Court McKinney, TX 75070 Tel. & FAX 972.529.1325
email: don@paschalconsulting.com
To: CGMA City Managers
Subject: Sale of GTUA-CGMA Minimum Take or Pay to Participant City
Date: October 15, 2012
The City of Melissa has used water in excess of their required GTUA-CGMA minimum take or pay
(MT/P) through the North Texas Municipal Water District (NTMWD) agreement for the water year
ended August 31, 2012. Based on the precedent initiated last year (2011), a member City may
acquire a portion of the MT/P from other CGMA member Cities at an agreed price. If there were no
other source of water, the price would be the standard CGMA-GTUA price based on the MT/P. In
the case of Melissa, however, they could intentionally curtailed consumption from their previously
existing supply meter with NTMWD (original NTMWD meter) and shifted consumption to the GTUA-
CGMA meter. This action kept the original meter from ratcheting up to a significantly higher MT/P
and provided the other CGMA Cities an opportunity to recoup a portion of the MT/P water cost paid
during the water year. Melissa proposes to purchase the extra water taken (over Melissa's MT/P)
from the CGMA-GTUA System at the price they would have paid if taken from the original NTMWD
meter.
The details of the proposed transaction are provided below; the explanation and process are
intended to be as simple as possible. The basic concept is that the other three CGMA es (Anna,
/an Alstyne, and Howe) sell an equal portion of their MT/P to Melisa at the price / cost of that water
as detailed below.
Background:
• CGMA City MT/P: The base MT/P water purchase (minimum contract provision that the GTUA-
CGMA system has with NTMWD for water) is a total of 237,250,000 gallons of water annually
(MT/P amount) which represents 237,250 one thousand gallon increments (K gals). Each
CGMA City is responsible for 59,312.5 K gals plus pumping and related cost). Once all four
CGMA Cities reach the MT/P, excess water is charged to that respective City at the cost then in
effect for volumes (plus proportionate pumping and related costs) over the 59,312,500 gallons.
• For the recently ended water year, only Melissa has taken water. The other three Cities have
held off taking the water relying instead on their ground water supplies (the transmission system
is fully complete and functional so Cities may begin taking as desired).
• Melissa actually takes /receives water from two points of delivery: one being the original Melissa
connection with McKinney to receive water from NTMWD which dates back over 20 years and
the second being the GTUA — CGMA transmission system. Each of these connections is
separately metered; the original meter has a MT/P like the GTUA system. For the recently
ended water year, the Melissa original meter consumption was 226,723,000 gallons. Melissa
actual use from the GTUA — CGMA meter was 78,593,000 gallons which was 19,280,500 gallons
2
over their MT/P. Stated in water billing terms (1000 gallon increments), this represents 19,280.5
K gallons (1000 gallons).
• Melissa proposes to purchase the water in excess of the CGMA MT/P from the other three
CGMA Cities. Melissa could have purchased more excess water from their original meter at
$0.44 / K gals; the standard rate for the recently ended water year (2012) was $1.54 / K gals
(same water rate as GTUA — CGMA contract rate, which was the NTMWD customer rate).
• Unlike the 2011 year, there was no construction interruption of either supply line and Melissa
could have taken more water from the original line, but chose to limit maximization of the original
meter consumption and provide some additional demand from the CGMA line. While Melissa
could saved some costs by maximizing the consumption from the original line since that
consumption would have been at the excess water rate which would represent savings in water
purchase costs by paying the excess water rate applicable to the original meter. However, such
action would have resulted in a very large increase in the MT/P for the original meter, Melissa
believed that moderation for that meter was more prudent in the long term, thus opening the
opportunity for the other three CGMA Cities to sell a small portion of their MT/P from the GTUA-
CGMA meter to Melissa. Thus, this allows Melissa to keep a lower MT/P on the original meter
for future years while helping to use a portion of the other CGMA Cities MT/P and reimbursing
the other three CGMA Cities a small portion of their MT/P.
• The cost calculations for the above described MT/P transaction that was agreed to in 2011 by
the CGMA Member Cities was $0.93 / MGD, which was determined by averaging the MT/P water
cost with the NTMWD customer city rate. This rate was a compromise between their normal
CGMA Member City rate and the NTMWD Customer City Excess Water Rate as illustrated
below:
2011 data
Entities CGMA MT/P water / 1000 GPD Melissa Excess Water Average
rates $1.42 $0.43 $0.93
• It was noted in 2011 that this methodology could be used until all cities begin using the contract
MT/P. Additionally, it actually encourages a City with another option to use a portion of the
CGMA Cities MT/P by allowing that City to preserve other sources of water or to keep the other
MT/P lower, at least up to the time that all the CGMA Cities are using their MT/P. Applying this
same principal to the 2012 water year results in the following calculation:
2012 Proposed Purchase / Sell rate
Entities
CGMA MT/P water 11000 GPD
Melissa Excess Water
Average
rates
$1.54
$0.44
$0.99
Implementation Results:
• Melissa will agree to purchase from each of the other three CGMA Cities (Anna, Van Alstyne,
and Howe) one-third of the volume over Melissa MT/P which was a total overage of 19,280,500
gallons. That volume divided by three results in 6,426.833 gallons that each of the other three
CGMA Cities can sell to Melissa; broken into 1000 gallon increments the amount is 6,426.833 K
gallons per City (Anna, Van Alstyne, and Howe).
3
• Anna, Van Alstyne, and Howe can agree to sell the above noted total of 19,280,500 gallons of
water to Melissa at the agreed rate; each of these three cities share of the sale of 6,426.833
gallons or 6,426.833 K gallons. At the 2012 calculated rate (see table) of $0.99 / K gals, Melissa
will thus pay to each of the three cities the amount of $6,362.56 (rounded to nearest penny).
Process /Steps:
1. GTUA has verified the volumes from NTMWD billings; the above is believed to be the final
calculations of water purchased by meter.
2. Each of the three selling Cities will adopt a Resolution authorizing an inter -local agreement
to sell the above noted MT/P to Melissa at the agreed rate.
3. Melissa will adopt a Resolution authorizing an inter -local agreement to purchase the above
noted MT/P from the three respective Cities at the agreed rate.
4. An inter -local agreement will be attached to each of the Resolutions noted in items 2 & 3
detailing the provisions of the sale / purchase between the selling CGMA Cities (Anna, Van
Alstyne, and Howe) and the purchasing City (Melissa).
5. Following approval of Resolutions and execution of the inter -local agreements, Melissa will
be able to pay the respective city for the agreed purchase. This can be completed early in
the 2013 fiscal year.
6. Consultant will be pleased to draft the respective Resolutions based on the same or similar
Resolutions adopted in 2011.
7. It is suggested that this document be attached as a reference document to the inter -local
agreement to help clarify the concept and to serve as a future reference.
Y{OUA} IiOMETOWN
Council Meeting: December 18I 2012
Account Code #: N/A
Budgeted Amount: N/A
Item No. 7
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Maurice Schwanite
Date Prepared: 12/12/12
Exhibits: ■Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding malting a finding of public
interest and adopting an Ordinance regarding the annexation of property located east of
Ferguson Parkway (CR 367) south of West White Street and west of Slayter Creek,
containing approximately 83.4 acres.
SUMMARY: This proposed involuntary annexation involves approximately 83.4 Acres
of land. The property contains 11 parcels of property with 9 single family homes. 10 of
the parcels are served by a private road (Slater Creels) while one property faces Ferguson
Parkway. The property is surrounded by the City of Anna. A service plan has been
prepared that indicates that like services will be provided to areas with similar
characteristics (land use, population densities, and topography) as other areas in the City
would normally receive.
RECOMMENDED ACTION: Approval of the proposed annexations as adjusted by
development agreements.
Exhibit A
SITUATED in Collin County, Texas, in the Joseph Schluter Survey, Abst. No. 856, being a part of a 39.579
acres of land described in a deed from J. G. Boyd and wife, Juanita Landrum Boyd to A. L. Geer, Trustee
dated November 8, 1973 recorded in Volume 891, page 536 and a part of the 46.616 acre tract
described in a deed from Glenn Baldwin and wife, Mozelle Baldwin to A. L. Geer, dated March 3, 1977
recorded in Volume 1039, page 895 and a part of the 4.24 acre Third Tract described in a deed from S. L.
Baldwin and wife, Willie Baldwin to James E. Nalls et ux, Zoe Ann Nalls dated August 15, 1957 recorded
in Volume 532, page 1 of the Collin County Deed Records, being described by metes and bounds as
follows:
COMMENCING at a point in the west line of said 39.579 acre tract, and at the northeast corner of said
46.616 acre tract, at the southeast corner of a 29.79 acre tract described in a deed from Luther N.
Roberts to Lotie Powell and W. B. Powell dated April 29, 1974 recorded in Volume 913, page 166 of the
Collin County Deed Records; Thence South 21 deg 07 min 38 sec West 764.72 feet to a point in a north -
south road for a place of beginning;
THENCE SOUTH 62 degrees 39 min 02 sec East 824.84 feet to a point for corner;
THENCE South 17 degrees 18 min 14 sec West 272.08 feet to a point for corner;
THENCE South 38 degrees 27 min 24 sec West 469.88 feet to a point for a corner;
THENCE NORTH 19 degrees 41 min 11 sec West 902.69 feet to a point for corner;
THENCE NORTH 87 degrees 22 min West 62.5 feet to a point for corner;
THENCE NORTH 2 degrees 37 min 18 sec East 154.02 feet TO THE PLACE OF BEGINNING, and
CONTAINING 7.55 acres of land more or less.
:ir3or_l
"ABRAHAM TRACT"
LEGAL DESCRIPTION
t°dEST WHITE STREET
ABRAHAM
=` 7.55 ACRES tP
J
EXHIBIT A
BEING situated in COLLIN County, Texas, in the JOSEPH SCHLUTER SURVEY, ABSTRACT NO. 856, being
part of a 46.616 acre tract described in a Deed from Glenn Baldwin and wife, Mozelle Baldwin, to A. L.
Geer, dated March 3, 1977, recorded in Volume 1039, Page 895, of the COLLIN County Deed Records,
being described as follows:
COMMENCING at a point at the Northeast corner of said called 46.616 acre tract and the Southeast
corner of a 29.79 acre tract described in a Deed from Luther N. Roberts to Lotie Powell and W. B. Powell
dated April 29, 1974, recorded in Volume 913, Page 166, of the COLLIN county Deed Records;
THENCE South 21 degrees 7 minutes 38 seconds West 764.72 feet in the North -South Road known as
Slater Creek Road, for the place of beginning;
THENCE South 2 degrees 37 minutes 18 seconds West 154.0.02 feet to a point for corner.
THENCE North 87 degrees 20 minutes 02 seconds West 62.5 feet to a point for corner;
THENCE South 47 degrees 59 minutes 05 seconds West 1,038.99 feet to a point for a corner;
THENCE North 58 degrees 57 minutes 58 seconds West 61.0 feet
THENCE North 3 degrees 04 minutes 34 seconds West 136.15 feet;
THENCE North 64 degrees 30 minutes 24 seconds West 115.93 feet;
THENCE North 20 degrees 05 minutes 22 seconds West 107.46 feet;
THENCE North 42 degrees 40 minutes 17 seconds East 58.66 feet;
THENCE North 13 degrees 36 minutes 03 seconds East, 74.14 feet;
THENCE North 30 degrees 23 minutes 29 seconds West 96.04 feet;
THENCE North 46 degrees 18 minutes 57 seconds East 44.4 feet;
THENCE North 15 degrees 31 minutes 54 seconds West 76.0 feet to a point for corner;
THENCE North 77 degrees 31 minutes 12 seconds East 1,046.92 feet to the PLACE OF BEGINNING, and
containing 9.26 acres of land, more or less.
N 15'3154" Yd
44.40'
46°78'5T E
•.. 66.E6'
M 42'40'1T E
61.Oa
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EXHIBIT A
"ANDREWS TRACT"
LEGAL DESCRIPTION
ANDREWS
9.�6 ACRES
WEST NlHITE STREET
0
w
CITY OF ANNA, TEXAS
ORDINANCE NO.
AN ORDINANCE ANNEXING INTO THE CITY OF ANNA, TEXAS THE
HEREINAFTER DESCRIBED TERRITORY ADJACENT TO AND ADJOINING THE
CITY OF ANNA, TEXAS, TO WIT: BEING A CERTAIN AREA OF LAND SITUATED IN
THE JOSEPH SLATER SCHLUTER LAND SURVEY, ABSTRACT NUMBER A0856,
COUNTY OF COLLIN, STATE OF TEXAS; AMENDING THE OFFICIAL CITY MAP;
PROVIDING FOR A SERVICE PLAN; REQUIRING THE FILING OF THIS
ORDINANCE WITH THE COLLIN COUNTY CLERK; PROVIDING A CUMULATIVE
REPEALER CLAUSE; PROVIDING FOR SEVERABILITY; PROVIDING FOR
ENGROSSMENT AND ENROLLMENT; PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the City of Anna, Texas ("City") is a home -rule municipality located in Collin
County, Texas, created in accordance with the provisions of the Texas Local
Government Code and operating pursuant to the enabling legislation of the State of
Texas and the City 's Home -Rule Charter; and
WHEREAS, the City desires to annex into its corporate limits the hereinafter described
territory adjacent to and adjoining the City (hereinafter, referenced as the "Territory"), to
wit: being a certain area of land situated in the Joseph Slater Schluter land survey,
Abstract Number A0856, County of Collin, State of Texas and more particularly
described in the attached Exhibit A, which is incorporated herein for all purposes; and
WHEREAS, all statutory notice requirements relating to the annexation of the Territory
pursuant to Chapter 43 of the Texas Local Government Code have been satisfied; and
WHEREAS, two public hearings were conducted in accordance with Section 43.052 of
the Texas Local Government Code to consider the annexation %J the Territory; and
WHEREAS, said public hearings were conducted and held no more than forty (40) days
nor less than twenty (20) days prior to the institution of annexation proceedings; and
WHEREAS, the City Council of the City of Anna, Texas ("City Council") has determined
that it would be advantageous and beneficial to the City, its citizens, and the inhabitants
of the Territory, to annex the Territory to the City; and
WHEREAS, the City Council has determined that the Territory is adjacent to and
adjoins the City; and
WHEREAS, the City Council has investigated, determined and officially finds that no
part of the Territory is within the extraterritorial jurisdiction of any other incorporated city
or town; and
WHEREAS, to the extent that this ordinance would cause an unincorporated area to be
entirely surrounded by the City's corporate limits, the City Council has found —and
incorporates herein its finding —that surrounding the area is in the public interest; and
WHEREAS, a service plan provng for the extension of municipal services into the
Territory, which was prepared prior to and made available at the aforementioned public
hearings, is attached hereto as Exhibit B and incorporated herein for all purposes; and
WHEREAS, all procedures and proceedings related to this ordinance and to the
annexation of the Territory have been undertaken and acted upon in accordance with
the Texas Open Meetings Act, as applicable; and
WHEREAS, after hearing the arguments for and any arguments against the annexation
of the Territory, the City Council finds that the Territory should be annexed;
NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS:
Section 1. Incorporation of Recitals. The above -stated recitals are incorporated into
this ordinance as if set forth in full here for all purposes.
Section 2. Territory Annexed.
(a) The Territory, described in Exhibit A attached hereto, which is hereby made an
integral part of this ordinance, lying adjacent to and adjoining the present corporate
boundaries of the City, is hereby added and annexed into the City, and the Territory
shall hereafter be included within the corporate boundary limits of the City, and the
present boundary limits of the City are altered and amended so as to include the
Territory within the corporate limits of the City.
(b) From and after the passage of this ordinance, the Territory shall be a part of the
City, and, subject to the municipal service plan referenced in Section 4 of this
ordinance, the inhabitants thereof shall be entitled to all of the rights, privileges and
immunities as all other similarly situated citizens of the City, and shall be bound by all of
the ordinances and regulations enacted pursuant to and in conformity with the general
laws of the State of Texas.
Section 3. Official City Mn Amended.
(a) The official map and boundaries of the City's corporate limits are hereby amended
so as to include the Territory.
(b) The City Manager is hereby directed and authorized to perform or cause to be
performed all acts necessary to update the official map of the City to add the Territory
hereby annexed as required by law, but any delay in or failure to update such map shall
in no way impact or affect the validity of this ordinance or this annexation.
Section 4. Municipal Service Plan. The municipal service plan for the Territory,
attached hereto as Exhibit B, was submitted in accordance with Chapter 43 of the
Texas Local Government Code and is hereby approved as part of this ordinance.
Section 5. Filing of Ordinance.
to be filed a certified copy of this
County, Texas, and any other
Department of Justice.
The City Secretary is hereby directed to file or cause
ordinance in the office of the County Clerk of Collin
necessary agencies, including the United States
Section 6. Cumulative Repealer. This ordinance shall be cumulative of all other
ordinances and shall not repeal any of the provisions of such ordinances except for
those instances where there are direct conflicts with the provisions of this ordinance.
Ordinances, or parts thereof, in force at the time this ordinance shall take effect and that
are inconsistent with this ordinance are hereby repealed to the extent that they are
inconsistent with this ordinance.
Section 7. Severability. If any section, article, paragraph, sentence, clause, phrase or
word in this Ordinance, or application thereof to any person or circumstance, is held
invalid or unconstitutional by a Court of competent jurisdiction, such holding shall not
affect the validity of the remaining portions of the Ordinance, and the City Council
hereby declares it would have passed such remaining portions of the Ordinance despite
such invalidity, which remaining portions shall remain in full force and effect.
Section 8. Engrossment and Enrollment.
hereby directed to engross and enroll this
minutes of the City Council of the City of
ordinance records of the City.
The City Secretary of the City of Anna is
ordinance by copying the Caption in the
Anna and by filing this ordinance in the
Section 9. Effective Date. This ordinance shall be in full force and effect from and after
its date of passage.
PASSED by the City Council of the City of Anna, Texas, this 18th day of December,
2012, by the following vote of the members of the City Council as present:
AYES
NAYS
ABSTAIN
ATTEST:
City Secretary, Natha Wilkison
APPROVED:
Mayor, Mike Crist
Exhibit A
BEING situated in Collin County, Texas, in the Joseph Schluter Survey, Abstract No. 856 and being a part
A the same called 19.2629 acres of land described in Trustees Deed executed by Robert H. Hynds on the
15` day of May 1990, and recorded in Volume 3269, Page 310 of the Deed Records of Collin County,
Texas; and being all of Tract Two and Tract Three described in said Trustees Deed; and, being more
particularly described by metes and bounds as follows:
BEGINNING at a point in a public road at the Northeast corner of Tract Two as described in the
hereinabove reference Trustees Deed executed by Robert H. Hynds on the 1st day of May 1990, and
recorded in Volume 3269, Page 310 of the Deed Records of Collin County, Texas;
THENCE South 18 degrees 46 minutes 44 seconds West 134.48 feet to a point for corner;
THENCE South 18 degrees 35 minutes 44 seconds West 333.82 feet to a point for corner;
THENCE South 80 degrees 47 minutes 43 seconds West a distance of 1001.52 feet to a point for corner;
THENCE North 06 degrees 54 minutes 32 seconds West 19.99 feet to a point for corner;
THENCE North 20 degrees 12 minutes 26 second West 121.48 feet to a point for corner;
THENCE North 43 degrees 45 minutes 17 seconds East 83.97 feet to a point for corner;
THENCE North 09 degrees 44 minutes 23 seconds West 95.05 feet to a point for corner;
THENCE North 29 degrees 13 minutes 30 seconds East 89.21 feet to a point for corner;
THENCE North 29 degrees 18 minutes 11 seconds West 59.01 feet; and
THENCE North 44 degrees 15 minutes 26 seconds East 60.67 feet; and
THENCE North 07 degrees 57 minutes 44 seconds West 56.05 feet; and
THENCE North 39 degrees 06 minutes 58 seconds West 65.84 feet; and
THENCE North 18 degrees 11 minutes 33 seconds East 63.60 feet to a point for corner;
THENCE South 88 degrees 11 minutes 04 seconds East 93.23 feet to a point for corner;
THENCE South 88 degrees 03 minutes 53 seconds East 140.94 feet to a point for corner;
THENCE South 86 degrees 47 minutes 00 seconds East 99.10 feet to a point for corner;
THENCE North 88 degrees 27 minutes 20 seconds East 258.90 feet to a point for corner;
THENCESouth 87 degrees 56 minutes 00 seconds East 227.80 feet to a point for corner;
South 87 degrees 16 minutes 00 seconds East 145.10 feet to a point for corner therein; and,
North 88 degrees 44 minutes 00 seconds East 78.50 feet to a point for corner therein; and,
THENCE South 86 degrees 24 minutes 53 seconds East 70.20 feet to the POINT OF BEGINNING, and
CONTAINING 12.84 acres of land, more or less.
EXHIBIT A
"HENRY TRACT" WEST NIN ITE STREET
LEGAL DESCRIPTION
0 100 200 300
0
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70.20'
93.23' S 8"0°24'S3
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9910' 2.90' 7. 0'
ShS°353 E" °4710A'�"rw ' �d°5 �7�EEi i r r irr iS fpQ ?MEN
N 1Sol 1'33° E j t p /
65.84'
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N 39°6'5W W 56.05'
N 7057440 W t/
HENRY
60.67' 12.84 ACRES i
59.01' N 44015'26° E /
N 29018'ii°W
N 29°13'30° E
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BEING a tract of land situated in the Joseph Schluter Survey, Abstract No. 856, Collin County, Texas,
being the remaining portion of a 17.612 acre tract land conveyed to Charles L. White, by deed recorded
in Volume 1237, Page 586, Deed Records Collin County, Texas, and being more particularly described as
follows:
BEGINNING at a point in the center of County Road No. 367, said point being the Northwest corner of
said 17.612 acre White tract, same being the Southwest corner of a 17.612 acre tract of land conveyed
to Steven G. Hodge and Nicole D. Bass, by deed recorded in County Clerk File No. 95-0054203, Deed
Records, Collin County, Texas, said point of beginning being the Northwest corner of roadway or corner;
THENCE South 86 degrees 53 minutes 14 seconds East, a distance of 1,712.70 feet to a point for corner;
THENCE South 12 degrees 46 minutes 43 seconds West, with the center of said creek, a distance of
199.56 feet, a point for corner;
THENCE North 86 degrees 35 minutes West, a distance of 1,669.0 to a point in the center of said County
Road No. 367, a point for corner;
THENCE North with the said center of County Road No. 367, a distance of 188.15 feet to the PLACE OF
BEGINNING and CONTAINING 7.47 acres of land, more or less.
EXHIBIT A
"LIFE FELLOWSHIP MINISTRIES TRACT"
LEGAL DESCRIPTION
I I aoe
hl t �I _ li �r 1 �� I r ��r 1 1 �r f i r� I r rY 11 r� r I �� I rf'7]2.T0'1 rr I Sf'Si74° `
lL 1 I �r 1 i
ZI
(on I
02I 1
LLI I
I I
LIFE FELLOWSHIP MINISTRIES
7.47 ACRES
I I f try l i �A e I� I t I I� t t �A t l ✓•° N 66°35U` ty
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EXHIBIT A
BEING CIll that certain lot, tract or parcel of land located in the Joseph Schluter Survey, Abstract No. 856,
Collin County, Texas and being a part of a 39.679 acre tract of land conveyed to A.L. Geer, Trustee, by
deed recorded in Volume 891, Page 536, Deed Records, Collin County, Texas and being a part of a
46.616 acre tract of land conveyed to A.L. Geer, by deed recorded in Volume 1039, Page 895, Deed
Records, Collin County, Texas and being a part of a 4.24 acre tract of land conveyed to James E. Nalls et
ux, Zoe Ann Nalls by deed recorded in Volume 532, Page 1, Deed Records, Collin County, Texas and
being more particularly described as follows.
BEGINNING at a point in the center of a cul d' sac, said point being in the West line of a 7.5491 acre tract
of land conveyed to George Abraham and wife, Ivah Abraham, by deed recorded in Volume 1142, Page
93, Deed Records, Collin County, Texas;
THENCE South 87 deg 22 min 00 sec East, along an offset in said West line, a distance of 62.50 feet to a a
point for corner;
THENCE South 19 deg 41 min 11 sec East a distance of 902.69 feet to a point for corner;
THENCE South 67 deg 46 min 33 sec West, 194.75 feet to a point for corner;
THENCE North 73 deg 25 min 10 sec West, 303.20 feet to a point for corner;
THENCE South 71 deg 23 min 32 sec West, 246.01 feet to a point for corner;
THENCE North 21 deg 21 min 05 sec East, along the East line of said 7.7586 acre tract of land, a distance
of 919.08 feet to a point for corner;
THENCE North 02 deg 38 min 00 sec East, continuing along said East line, a distance of 62.50 feet to the
PLACE Or BEGINNING and containing 7.52 acres of land.
EXHIBIT A
"MALINOWSKI TRACT"
LEGAL DESCRIPTION
WEST WHITE STREET
n
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MALINOWSKI
j 7.52 ACRES x
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Exhibit A
BEING a tract of land situated in COLLIN County, Texas, in the JOSEPH SCHLUTER SURVEY, ABSTRACT NO.
856, being part of a 39.579 acres of land described in a deed from J. G. Boyd and wife, JUANITA
LANDRUM BOYD to A. L. Geer, Trustee, dated November 8, 1973, recorded in Volume 891, Page 536 of
the COLLIN County Deed Records being described by metes and bounds as follows:
BEGINNING at a point in the West line of said 39.579 acre tract, at the Southeast corner of a 29.79 acre
tract described in a deed from Luther N. Roberts to Lotie Powell and W. B. Powell dated April 29, 1974,
recorded in Volume 913, Page 166 of the COLLIN County Deed Records;
THENCE North 2 degrees 30 minutes 00 seconds East, 78.50 feet to a point for corner;
THENCE South 86 degrees 9 minutes 21 seconds East, 17.77 feet to a point for corner;
THENCE South 87 degrees 32 minutes 49 seconds East, 262.44 feet to a point for corner;
THENCE South 86 degrees 25 minutes 11 seconds East, 203.49 feet to a point for corner;
THENCE South 88 degrees 48 minutes 29 seconds East, 192.63 feet to a point for corner;
THENCE South 86 degrees 58 minutes 19 seconds East, 79.54 feet to a point for corner;
THENCE South 87 degrees 25 minutes 58 seconds East,167.74 feet to a point for corner;
THENCE South 88 degrees 55 minutes 14 seconds East, 725.17 feet to a point for corner;
THENCE South 261.56 feet to a point for corner;
THENCE South 18 degrees 31 minutes West, 166.84 feet to a point for corner;
THENCE North 75 degrees 43 minutes 17 seconds West 1,046.17 feet to a point for corner;
THENCE North 18 degrees 46 minutes 44 seconds East, 134.48 feet to a point for corner;
THENCE South 86 degrees 21 minutes East, 25.1 feet to the PLACE OF BEGINNING and CONTAINING
7.511 acres of land, more or less.
WEST WHITE STREET
EXHIBIT A
"OGLESBY TRACT"
LEGAL DESCRIPTION
lip
0 100 200 300
a
x 417.77' 886'88'21°E
S
i 262.44'
203.49' 19293'
.rr
aoe c �.,»5019^E S 67 4 48' E 17I
m 86I '5''!d"
Z _
/ 25.21' S86'21VE OGLESBY
7,511 ACRES
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EXHIBIT A
Situated in Collin County, Texas, in the Joseph Schluter Survey, Abstract No. 856, being part of the
46.616 acre tract described in a deed from Glenn Baldwin and wife, Mozelle Baldwin to A.L. Geer, dated
March 3, 1977, recorded in Volume 1039, Page 895, Deed Records, Collin County, Texas, being described
by metes and bounds as follows.
Commencing at an iron rod set beside a corner post at the Northeast corner of said 46.616 acre tract of
land and the Southeast corner of a 29.79 acre tract described in a deed from Luther N. Roberts to Lotie
Powell and W.B. Powell dated April 29, 1974, recorded in Volume 913, Page 166, Deed Records, Collin
County, Texas;
THENCE Southl8 degrees 03 minutes 27 seconds West 912.08 feet to the center of a Cul D'sac at the
South end of a road for a PLACE OF BEGINNING,
THENCE South 02 degrees 38 minutes West 62.5 feet to a point for corner;
THENCE South 21 degrees 21 minutes 05 seconds West a distance of 919.08 feet to a point corner;
South 71 degrees 23 minutes 38 seconds West 292.15 feet;
North 15 degrees 22 minutes 39 seconds 232.03 feet;
North 58 degrees 57 minutes West 184.97 feet to a point for corner;
THENCE North 47 degrees 59 minutes 05 seconds East continuing 1,038.99 feet to a point for corner;
THENCE South 87 degrees 20 minutes 2 seconds East 62.5 feet to the PLACE OF BEGINNING and
containing 7.76 acres.
WE57 WHITE STREET
EXHIBIT A
"PETTINGILL TRACT"
LEGAL DESCRIPTION
N
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S
' PETTINGILL �
7.76 ACRES /�
/
/
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0079z�A 8
EXHIBIT A
Being all that certain lot, tract or parcel of an located in the Joseph Schluter Survey, Abstract U. 856,
Collin County, Texas and being a part of a 39.579 acre tract of land conveyed to A. L. Greer, Trustee, by
deed recorded in Volume 891, Page 536, Deed Records, Collin County, Texas and being a part of a
46.616 acre tract of land conveyed to A. L. Greer by Deed recorded in Volume 1039, Page 895, Deed
Records, Collin County, Texas and being more particularly described as follows:
Beginning at a corner in a North -South gravel road (Slater Creek) at the Southwest or West corner of a
7.511 acre tract of land conveyed to Terry L. Orosco and wife, Kimberly Jan Davis, by deed recorded in
County Clerk's File No. 950001167, Deed Records, Collin County, Texas. Said point called by deed of
property described herein, recorded in County Clerk's File No. 93-0110851 to be South 28 degrees 18
minutes 22 seconds West, 143.09 feet from the Northeast corner of said 46.616 acre tract of land,
Thence South 75 degrees 43 minutes 17 seconds East a distance of 1,046.17 feet to a point for corner;
Thence South 18 degrees 31 minutes 00 seconds West, 106.39 feet to a point for corner;
THENCE South 21 degrees 02 minutes 42 seconds West, 71.47 feet to a point for corner;
THENCE South 82 degrees 37 minutes 23 seconds West, 97.39 feet to a point for corner;
South 21 degrees 54 minutes 54 seconds West, 182.54 feet to a point for corner;
Thence North 68 degrees 59 minutes 56 seconds West, continuing a total distance of 943.00 feet to a
point for corner in said North -South Road;
Thence North 18 degrees 35 minutes 44 seconds East a distance of 284.35 feet to the Place of
Beginning, and containing 7.82 acres of land, more or less.
WEST WHITE STREET
EXHIBIT A
"POOLE TRACT"
LEGAL DESCRIPTION
4 ,r41
1 memo
PooLE
7.82 ACRES
,a*t
N�53�fy �
...
a.�
EXHIBIT A
SITUATED in the Joseph Schluter Survey, Abstract No. 856, in Collin County, Texas, and being the called
7.5338 acre tract of land that was conveyed to V.I. Martin Jr. and wife Shirley C. Martin in Deed recorded
in Volume 3003, page 764 of the Land Records of Collin County, Texas, being more particularly described
by metes and bounds to -wit.
BEGINNING at a point for corner in the centerline of Slater Creek Road:
THENCE North 2 degrees 37 minutes 18 seconds East, 135.30 feet to a point for corner;
THENCE North 35 degrees 00 minutes 01 seconds East 165.82 feet to a point for corner;
THENCE North 18 degrees 35 minutes 44 seconds East, 49.47 feet to a point for corner;
THENCE South 68 degrees 59 minutes 56 seconds East a distance of 943.00 feet to a point for corner;
THENCE South 54 degrees 33 minutes 25 seconds West 93.4 feet;
THENCE South 75 degrees 41 minutes 39 seconds West, 136.97 feet;
THENCE South 2 degrees 54 minutes 23 seconds East, 161.31 feet;
THENCE South 45 degrees 18 minutes 33 seconds West, 60.91 feet;
THENCE South 17 degrees 19 minutes West 70.1 feet to a point for corner;
THENCE North 62 deg. 39 min. 02 sec. West a distance of 824.88 feet to the PLACE OF BEGINNING and
Containing 7.53 acres, more or less.
WEST WHfTE STREET
♦ c�s�sy� �
SAMM{�NS
7.53 ACRES
3�4jph%
EXHIBIT A
"SAMMuNS TRACT"
LEGAL DESCRIPTION
i
60.91'
r S 45`19'33' W
S 17'19V W
SITUATED in Collin County, Texas, in the Joseph Schluter Survey, Abst. No. 8561 being part of the 29.790
acre tract described in a deed from Luther N. Roberts to Lotie Powell and W. B. Powell dated April 29,
1974 and recorded in Volume 913, page 166 of the Collin County Deed Records, being described by
metes and bounds as follows:
BEGINNING at the southeast corner of a 799 square feet tract of land obtained by TXDOT from the
Slater Creek Homeowners association recorded in the Collin County Clerk's Office in Document Number
20110720000753380, same also being in the South right of way line of West White Street;
THENCE South 2 degrees 04 minutes West, 1453.1 feet to a point for corner;
THENCE South 2 degrees 14 minutes West, 64.1 feet;
THENCE South 2 degrees 30 minutes West, 78.5 feet to a point for a corner;
THENCE NORTH 86 degrees 22 minutes 25 seconds West, 40.0 feet to a point for a corner;
THENCE NORTH 2 degrees 05 minutes 38 seconds East, 1,594.33 feet to a point for corner in the
southwest corner of said 799 square feet tract;
THENCE SOUTH 88 degrees 20 minutes 23 seconds East, 40.01 feet to the PLACE OF BEGINNING and
Containing 1.48 acres of land more or less.
WEST WHITE STREET (F.M. 465)
40.01'
S 88°20'23° E _ - POB
I I
I I
i
i+
it
M - O
H
Z
t�J -
.y
�fI
I
_o
_Q
> o
I a I i
- o m
-o -
Iruj
Y
UJ
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- N
I
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I
I
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II
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64.10'
S 2014'02 W
I
78.50'
8 2°30'0°W
40.00'
N 86°22'261 W
EXHIBIT A
"SLATER CREEK ASSOCIATION"
LEGAL DESCRIPTION
Exhibit "A"
Being all that certain lot, tract, or parcel of land located in the Joseph Schluter Survey, Abstract No. 8561
Collin County, Texas and being a part of a 46.616 acre tract of land conveyed to A. L. Geer, by deed
recorded in Volume 1039, Page 895, Deed Records, Collin County, Texas and being the first tract of land
described by Trustees Deed, recorded in Volume 3269, Page 310, Deed Records, Collin County, Texas
and being more particularly described as follows:
Beginning at a point for corner at or near the center of anorth/south gravel road (Slater Creek Road),
said point called by deed recorded in Volume 3269, Page 310 to be South 21 degrees 30 minutes 01
seconds West, 475.30 feet from the northeast corner of said 46.616 acre tract;
THENCE South 35 degrees 00 minutes 01 seconds West, at or near the center of said road, a distance of
165.82 feet to a point for corner;
THENCE South 02 degrees 37 minutes 18 seconds West, a distance of 135.30 feet to a point for corner;
THENCE South 77 degrees 31 minutes 12 seconds west a distance of 1,046.92 feet to a point for corner;
THENCE North 15 degrees 26 minutes 01 seconds West, 70.86 feet to a point for corner;
THENCE North 46 degrees 38 minutes 59 seconds East, 254.40 feet to a point for corner;
THENCE North 26 degrees 40 minutes 23 seconds West, 41.75 feet to a point for corner;
THENCE North 12 degrees 11 minutes 34 seconds West, 58.13 feet to a point for corner;
THENCE North 80 degrees 47 minutes 43 seconds East, a distance of 1,001.26 feet to the PLACE OF
BEGINNING, and containing 6.27 acres of land, more or less.
WEST WHITE STREET
�r 1
Moo + moo
`
58.13'
N 12°t t'34°W
41.75'
N 26°40123' W
EXHIBIT A
"VAUGHAN TRACT"
LEGAL DESCRIPTION
VAUGHAN
6°27 ACRES
`t��
r,+� woo, i
_L
Council Meeting: December 18I 2012
Account Code #:
N/A
Budgeted Amount: N/A
Item No. 8
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Maurice Schwanlce
Date Prepared: 12/12/12
Exhibits: ■Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding an Ordinance repealing and
replacing Part III-B (Design Standards) of the Anna City Code of Ordinances.
SUMMARY: Over the past several months Staff in conjunction with our Consulting
Engineers (Birkhoff, Hendricks & Carter) has been drafting new design standards in order
to correct deficiencies in the current ordinance and to better apply modern planning and
construction principles to new development as it occurs within the City and the ETJ.
Many of the standards have remained the same while others codify Anna's policies.
RECOMMENDED ACTION: Approval
CITY OF AN NA, TEXAS
TABLE OF CONTENTS
Section 1. General Requirements
Section 2. Streets
Section 3. Storm Drainage Facilities
Section 4. Vegetation
Section 5. Water System
Section 6. Wastewater System
Section 7. Miscellaneous Requi
Section 8. City of Anna Special.
Specifications for Pubill
Section I - Standard
Part I General Provi
Part `II - "`Materia
Part
S
Standard
al Provisions - to the North Central Texas Standard
�lic Works Construction — 4th Edition
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(rev 2011)\02-index.docj:\clerical\annaV-buic\Anna tcss manual (rev 2011)\02-index.doc
1. GENERAL REQUIREMENTS
1.1 Introduction:
The "Design Standards and Specifications Manual" is designed to implement the
provisions of the Subdivision Ordinance and to provide for the orderly, safe, healthy
and uniform development of the area within the corporate city limits and within the
area surrounding the City, extraterritorial jurisdiction (ETJ).
The 4th Edition of the NCTCOG Standard Specifications for Public Works Construction
dated October 2004 as modified by the . City of Anna Special Provisions are
supplemental and are made a part of these Design Standards. These documents are
to be considered as the minimum requirements of engineering, design. The adherence
to the requirements of these documents and/or the approval by; the City of Anna and
its agents in no way relieves the developer of the responsibility for adequacy of design,
which may require more stringent standards than these, the completeness of plans
and specifications or the suitability of the completed facilities. In unusual
FI
circumstances, the City of Anna rriay determine that designs other than those of the
Standards are necessaryand will inform the�Aeveloper of such requirements before
final engineering review.
The developer shall obtain authorization from the City of Anna, in writing, for any
deviations from -the requirements set forth to the .Design. Standards and Specifications
Manual 'IF
IF I
1IF
.2 Standards of Design:
11
The Design Standards; as adopted by;fhe City of Anna, are set forth herein. These
IF
standards'shall be considered as the minimum requirements, and it shall be the
responsibility of the ;developer to determine if more stringent requirements are
necessary for' a; particular,development. It is not intended that the Design Standards
cover all.aspects of.a development: For those elements omitted, the developer will be
expected toprovide .designs and facilities in accordance with good engineering
practice and to ;cause the facilities to be constructed utilizing first class workmanship
and materials.
111101
The City of Anna Special Provisions to the NCTCOG Standard Specifications for
Public Works Construction as adopted by the City of Anna is referenced in this
document. The Standard Specifications for construction set forth the minimum
requirements for materials and workmanship for streets, parking lots, sidewalks,
drainage, water, and wastewater systems. These specifications should be considered
as minimum requirements and such additional requirements as the developer of the
City may consider appropriate should be added as supplements.
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1.4
1.5
1.7
Standard Details:
In an effort to have uniformity and to facilitate maintenance, the City has adopted the
North Central Texas Council of Governments (NCTCOG) Standard Drawings as
modified by the City of Anna Special Provisions for certain facilities such as manholes,
street sections, sidewalks, water, wastewater, storm water, curb inlets, barrier free
ramps, etc. The City of Anna Special Provisions to the NCTCOG Standard Details are
located in Section 9 of this document. The NCTCOG Standard Specifications can be
obtained from the North Central Texas Council of Governments at 616 Six Flags Drive,
Suite 200, Arlington, Texas, 76005, (817) 640-3300.
Materials Testing and Quality Control
Testing of materials and quality co
performed by an approved materials
shall be made by the contractor.
laboratory nominated to perform the
show, through test procedures and rE
design standards. All testing shall be
the City of Anna present.,
Utilities to be Underground:
All utilities u
defined for
pipelines, n
case of spe'
this reauirei
ce o
trot.... for all .development construction shall be
acing laborato.Tv and payment for such services
The City,., Engineer', shall` -approve the testing
service. It is the contractor's responsibility to
;ults, that the,work�isin conformance with these
;ompleted with an employee or representative of
a"residential development, shall be ;placed underground. Utilities are
purpose as water pipelines, wastewater pipelines, storm water
I gas pipelines, telephone wires,. cable TV wires and electric wires. In
r unique circumstances, the City may grant variances or exceptions to
g forth the justification for an exception. The granting of a
the City will be in writing. No work will be accepted without
from °the.,Director;of Public Works or City designee, or in the case of
franchise ,utilities, the City Council.` Commercial developments may have overhead
utilities as approved by the
guest for variance or exception should be submitted in writing
The developer shall be responsible
private utilities for the development.
Electric, ONCOR, Southwestern Bell,
other appropriate utility.
for submittal of information needed to design
This information shall be submitted to TXU-
ATMOS-Gas, the cable TV franchise and any
Written confirmation shall be submitted with the final
that the affected Utility companies have reviewed
description and agree that the easement locations
consistent with the design requirements of the utilities.
engineering drawings, verifying
the final plat and easement
and sizes are adequate and
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1.9
Requirements of the Final Engineering Drawings:
The final engineering drawings will consist of drawings showing all information
necessary to completely review the engineering design of improvements proposed for
or affected by the site and sealed by a Registered Professional Engineer, licensed in
the State of Texas.
Final Acceptance:
After improvements have been constructed, the devel
providing to the City "As Built" or "Record Drawings" m}
line prints". The City will not accept the subdivision u
submitted to the City. Mylars and prints shall be sized
be furnished pdf images of each sheet .named accor'dir
number and AutoCAD 2010 or later format drawings on
"As Built" or "Record Drawings" (digital).
Warranty
As a condition of final acceptance
maintenance bond in the m aounfi of 1
become effective from the date of accet
per shall be responsible for
ors and one (1) set of "Black
tl the mylars and prints are
2" x.34". The City shall also
It the sheet title and sheet
re I
CD-ROM (No XREFS) of the
ntractor sn
f the public
sh a two (2) year
ements, which shall
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2. STREETS
2.1 General:
The street system, including the street layout, shall be in accordance with generally
accepted engineering practices and in compliance with the Comprehensive Plan, the
latest Thoroughfare Plan, the Zoning Ordinances, the Subdivision Regulations and
other applicable regulations. The plans and specifications, and other applicable data,
shall be submitted to the City for review. Construction shall not commence prior to
approval of the plans and specifications by the City. , All changes during construction
shall be submitted to the City's Engineer for approval and, acceptance by the City prior
to any construction modifications.
2.2 Street Arran eq ment:
2.3
Unless otherwise approved by the Gity� provisions shall be made for the extension of
existing major arterials, collector streets and local streets in accordance with the
Thoroughfare Plan and any specific street alignments as adopted by the City Council.
Off -center intersections will `be considered for >approval .only for minor collector and
local streets, and only when thereAs a minimum center line separation of 125', unless
otherwise approved by theCty's Engineer.
Within residential areas, the= ..following..,, design, ,,elements are encouraged: (A)
Developing oriiya limited number of access points to' arterial streets bordering the
subdivision; (B) incorporating curvilinear streets into the plan; (C) More than one point
of access; 61d (D) Incorporating a.discontin`uous residential street network, which
utilizes three why intersections Jn.lieu,of four-way intersections. When these factors
are incorporat ed.into a residential street plan, the result is enhanced character and
Geometric design standards are 'presented in two formats within this section. Table
2.1 identifies specific design criteria for each standard roadway type. Figure 2.1A and
2.1 B shows the,ypical cross-section for each standard roadway type. It is noted that
dimensions shown are to the back of curb, unless specifically identified otherwise.
Each roadway type is keyed to the City Thoroughfare Plan, with the exception of local
streets. The reader is referred to this document for information as to the locations
where these roadways are to be used.
2.4 Turn Lanes:
All left turn storage areas shall be ten (10) feet wide with minimum storage
requirements for left -turn lanes as in Figure 2.2. The transition curves used in left -turn
lanes shall be two (2), 250400t radius reverse curves with a total transition length of
100 feet.
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TABLE 2.1
GEOMETRIC DESIGN STANDARDS
Principal Minor Major Minor
Design Arterial Arterial Collector Collector Local
Element Divided Divided Undivided Undivided (Residential)
Number Traffic Lanes 6 4 4 2 2
Minimum Lane Width 11 +
(Feet) 12 12 „_ 11 2 Parking 15
* RIGHT-OF-WAY REQUIREMENTS -..FOR .STATE HIGHWAYS AND/OR THE PROVISION OF RIGHT
TURN LANES QR OTHER INTERSECTION IMPROVEMENTS MAY EXCEED THIS MINIMUM R.O.W.
STANDARDS
** LARGER MEDIANS MAX BE REQUIRED TO PROVIDE FOR MULTIPLE TURN LANES.
*** LOCAL RESIDENTIAL CUL-DE-SACS SHALL HAVE A MINIMUM R.O.W. RADIUS OF FIFTY
**** A LOWER DESIGN SPEED MAY BE USED IF, IN THE JUDGEMENT OF THE CITY'S ENGINEER, SITE
FEATURES (TOPOGRAPHY, STREET PATTERN, ETC.) DICTATE. IN NO CASE SHALL THE DESIGN
SPEED BE LOWER THAN 20 MPH.
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12a' Rignt-oi-wq
15' 3T 8-8 16' 3T B-B 15'
7' 4' 4' 4' 4' 7'
4:1 12' LANE 12' LANE 12' LANE R, 12' LANE 12' LANE 12' LANE
1�4�/r'' I , 1/44/E1_. 2,r4:i !r_
86' Righi-
25' 8-B
1' , 4' 13,
12' IANE I 12' LANE
1jLt/�
,��� 12' LANE 12' LANE
� I
!►_l�I��►tg�_1►I�l�Jili)1'1I�l��IK�]����tli)►
FIGURE 2.1A
I:\city admin4�dministrntion�nat6a\city council\city wunci1�2012U 2-18-126tem 8 -design stvidardsGtem 8 -sec-2 streets.doc 2-3
TYPICAL CUL-DE-SAC PLAN VIEW
FIGURE 2.1 B
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a-�
FIGURE 2.2
MEDIAN DESIGN STANDARDS
w
w
STR EET A cn
INTERSECTING STREET TYPE
MINIMUM LENGTH (FEET)
STREET A
STREET 8
A
8
C*
D**
Principal Arterial
Principal Arterial
310
100
ISO
.60
Principal Arterial
Minor Arterial
260
100
100
60
Principal Arterial
Major Collector
Minor Collector
260
100
100
60
Principal Arterial
Local/Private
220
100
60
60
Minor Arterial
Principal Arterial
310
100
150
60
Minor Arterial
Minor Arterial
260
100
100
60
Minor Arterial
Major Collector
Minor Collector
260
100
100
60
Minor Arterial,
Local/Private
220
100
60
60
LEFT -TURN STORAGE AREA WIDTH 10' MINIMUM
MEDIAN WIDTH (SEE GEOMETRIC DESIGN STANDARD FOR PRINCIPAL AND MINOR ARTERIAL).
*MINIMUM LENGTH — ACTUAL LENGTH DEPENDENT UPON ANTICIPATED TURN VOLUMN
** OR STREET WIDTH + 8 FEET — WHICHEVER IS GREATER
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LOCAL
150'
NOTE:
All dimensions shown are
minimums. Local to Collector
to be same as Local' to
Residential.
J
Q
300'
200'
ARTERIAL (UNDIV.)
200'
zoo'
100'
2D0'
150'
fil
LOCAL
(
DRIVEWAY SPACING � IN RELATION TO A
p CROSS STREET 90'
d
�R'
IAr
30'
MIN.
INTERSECTING LOCAL (RESIDENTIAL)
COLLECTOR
200'
100
'
MINIMUM DRIVEWAY SPACING AND CORNER CLEARANCE
FIGURE 2.3
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2.5 Median Openings, Width, Location and Spacing:
Arterial thoroughfares in Anna are to have raised medians. Arterials having single
lane two-way left turn lanes are discouraged and may be allowed only in special
circumstances with the approval of the City Council.
Median openings at intersections shall be from right-of-way to right-of-way of the
intersecting street, unless otherwise approved by the City's Engineer.
The width of mid -block median openings shall not be less than 60 feet, or greater than
70 feet.
Using the above requirements, examples of the minimum distance between median
openings on a divided street where left -turn storage is provided in both directions are:
A. 310 feet from nose to nose of the median from "the intersection of two major
thoroughfares to a street or drive(see Figure 2.2)0"
B. 260 feet from nose to nose of the median from the intersection of two secondary
thoroughfares or a secondary thoroughfare and . a major thoroughfare to a
residential street or a drive, and:
C. 220 feet from nose to nose of the median for intersection "combinations of drives
and/or residential streets`.
Minimum Stan"lards for driveway separation accessing the same site are shown in
Figure 2.3.` This standard applies to all non-residential uses.
There" is a minimum distance upstream ;and downstream from adjacent intersections
withinwhich, driveways should not be located. This separation distance varies with the
classification "of street and is shown in Figure 2.3. This standard applies to all non-
residential users.
At mid -block access"points, there is a minimum distance from a median nose, within
which drivell
ways should not be located. This is shown in Figure 2.3 and is equally
applicable along both major and minor arterials for non-residential uses.
2.7 Block Lengths:
In general, streets shall be provided at such intervals as to serve cross traffic
adequately and to intersect with existing streets. Where no existing plats control, the
blocks shall be not more than 1,200 feet in length. Block arrangements must provide
access to all lots, and in no case, shall a block interfere with traffic circulation.
2.8 Street Intersections:
More than two streets intersecting at one point shall not be allowed . All streets and
thoroughfares should intersect other streets and thoroughfares at an angle of ninety
(90) degrees unless otherwise approved by the City's Engineer.
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2.10
2.11
Arterial and collector street intersections shall have property line corner clips with a
minimum tangent distance of thirty (30) feet. Residential streets shall not normally be
required to have a corner clip at their intersection with other streets or thoroughfares,
but a 10-foot by 10400t sidewalk corner easement will be required.
Curb radii at intersections shall have a minimum radius of thirty (30) feet along
arterials, twenty-five (25) feet along' collectors and twenty (20) feet along residential
streets.
In any case where streets intersect at an angle of
City shall review and comment regarding non-stoc
curb return radii.
Relation to Adioining Streets:
The system of streets designed for the
connect with streets already dedicated
connections are platted, the streets mu
nearest subdivided tracts and must
development, so that other developIE
development.
be contin
nt 3 may E
than ninety (90) degrees, the
right-of-way corner clips and
proved cases, must
Where no adjacent
ion of streets in the
caries of the tract
with the proposed
At the intersection of a new subdivision street with an existing"boulevard arterial, the
Developer of the subdivision shall construct a median opening in the boulevard, unless
otherwise directe&4y the City in writing.
Strips of land,controlling access ta,or egress from other property or any street or alley
or having the effect of restricting or damaging` the adjoining property for development
or subdivision purIII
poses or which will not be taxable or accessible for special
improvements shall not b'e permitted ,einll
a,ny development unless such reserve strips
are conveyed, to the City on fee simple.' The City Planning Director or the City
Engineer makes this .determination. When such access is needed to maintain
permanent Cityl owned utilities, the,roadway will be an improved right-of-way. If the
utilities are temi:eporar:11y, an improved easement may be approved.
Cul-de-sacs are `permitted and encouraged within residential subdivisions. Use of this
design shall provide proper access to all lots and shall not exceed six hundred (600)
feet in length, measured from the center of the cukde-sac to the center of the
intersecting street (not a dead end street). Specific aspects of the standard cukde-sac
design are given in Figure 2.113. In lieu of the typical design shown, the City may
approve alternative concepts for a specific application.
Street Grades:
Arterial streets may have a maximum grade of seven and one-half (7'/2) percent, for a
maximum continuous distance of two hundred (200) feet. Collector streets may have
a maximum grade of seven and one-half (7'/Z) percent. `Residential streets may have
a maximum grade of ten (10) percent, unless otherwise approved by the City, where
the natural topography is such as to require steeper grades. All streets must have a
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minimum grade of at least five -tenths (0.5) of one (1) percent. Centerline grade
changes with an algebraic difference of more than one (1) percent shall be connected
with vertical curves in compliance with the minimum length requirements set forth in
Table 2.2.
Pavement Design:
Pavement and pavement subgrades (Roadway and Firelanes) shall be designed
based on representative onsite soil sub -surface
calculations shall be prepared by Professional Engine
and be submitted with the preliminary construction
construction plan review process. The submittal sh
traffic loadings and design life.
Pavement and subgrade shall be as foil
conditions. Pavement design
sr licensed in the State of Texas,
plans for review as part of the
3I1,,nclude the pavement design
A. Residential Pavement: Reinforced concrete pavement thickness shall be
determined by pavement design calculations. Minimum thickness of reinforced
concrete pavement shall be no less than six (6) inches reinforced, with No. 3 bars
at 18-inch centers both ways. Concrete strength,'. shall be 'NCTCOG Item
303.3.4.2. Class C (31600 "psi Co11 mpres"live Strength in 28-days), with a cement
content of not less than 6 sacks per ;cubic yard. Subgrade preparation and
thickness shall be based on pavement design calculations and shall be lime
stabilized no less than six(6) inches.in depth.
concrete ;pavement tnicKnE
calculations. Minimum thickn�
than eight (8) inches reinfor
Concrete strenath shall be
mpressive Strength in 28-days),
cubic yard. Subgrade prepara
alations
collector and Firelane Pavement: Reinforced
shallb�e, determined by pavement design
�f reinforced concrete pavement shall be no less
h No. 3 bars at 18-inch centers both ways.
iCOG Item 303.3.4.2. Class C (3,600 psi
with a cement content of not less than 6 sacks
lion and thickness shall be based on pavement
lime stabilized no less than six (6) inches in
C. Subgrade: Subgrade, design shall be based on representative onsite subsurface
soil conditions and testing. Testing shall be in accordance with the NCTCOG
Standard Specifications for Public Works Construction and be completed by a
geotechnical testing lab. The geotechnical investigation shall be submitted to the
City as part of the pavement design submittal. In general, the soils testing shall
include representative soil borings of the site and the testing of Atterburg limits.
Based on the testing results, the pavement design shall provide the percentage of
the subgrade lime stabilization proposed. Stabilization shall span the width of the
street, back -of -curb to back -of -curb, plus twelve (12) inches beyond the back of
curb on each side, and be a minimum of six (6) inches in depth, unless greater
extents recommended by the geotechnical investigation. Subgrades shall be
mechanically compacted to ninety-five (95) percent standard proctor densities at
optimum moisture.
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Future driveway cuts on existing streets shall have proposed driveway pavement
constructed within 48-hours of driveway excavation or a temporary concrete mud mat
shall be constructed to protect the existing street subgrade from excessive moisture
penetration or moisture evaporation.
I:\city admin�idministration�natha\city councillcity council�2012\12d 8-12Gtem S -design standnrdsGtem 8 -sec-2 strzets.doc 2-%�
TABLE 2.2
CREST VERTICAL CURVES
Design CUlu of Stopping Stopping Sight K
Speed Friction Sight Dist. Dist. Rounded Rounded for
MPH (a) Ft.) for Design (Ft.) K Design
15 0.42 72.98 75 4.01 5
20 0.40 106.83 125 8.59 10
25 0.38 146.70 150 16.19 20
30 0.36 193.58 200' 28.20 30
35 0.34 248.72 250 4655 50
40 0.32 313.67 325 74.03; 80
45 0.31 383.12 400 �, 110.44 120
(a) AASHTO, p. 316
I:\city admin��dministralion�nathn\city council\city counci1�2012\I2-18-12��em 8 -design standardsGtem 8 -sec-2 streets.doc i-% %
TABLE 2.2 Cont'a
CREST VERTICAL CURVES
ROUNDED
MINIMUM LENGTH OF VERTICAL CURVE IN FEET
For Speeds and K Values Shown Below
(L - KA)
Algebraic
Grade MPH 15 20 25 30 35 40 45
Diff. (%) K 5 10 20 30 50 80 120
I:\city ndmin\adminisirntion�natha\city council\city counci1�2012\I2-18-12�tem 8 -design standards�tem 8 -sec-2 streets.doc 2-�2
TABLE 2.2 Cont'd
SAG VERTICAL CURVES
(a) AASHTO, p. 316
(b) AASHTO, p. 31
I:\city admin�administration�natha\city council\city counci1�2012\12-1&l2Gtem 8 -design standardsGtem 8 -sec-2 streets.doc 2-13
TABLE 2.2 Cont'd
SAG VERTICAL CURVES
ROUNDED
MINIMUM LENGTH OF VERTICAL CURVE IN FEET
For Speeds and K Values Shown Below
(L - KA)
Algebraic
Grade MPH 15 20 25 30 ` 35 40 45
Diff. (%) K 10 20 30 40 50 70 90
1:\city ndmin\administmtion\natha\city council\city muncil\2012\t2-18-t2Gtem 8 -design standardsUtem 8 - seo-2 streets.doc 2-1'�
2.13 Parkways, Grades and Sidewalks:
All parkways shall be constructed to conform to top of curb grades with a standard
transverse slope of one -quarter (%) inch per foot rise from top of curb to right-of-way.
Where the natural topography is such as to require steeper grades, transverse slopes
(except for sidewalk) up to three-quarter (3/) inch per foot may be used with approval
of the City.
Sidewalks shall be provided for all residential
two family dwellings and on all streets
Thoroughfare Plan. Barrier free ramps a
landscaped areas, trails or in parks, shall be
construction and the sidewalks in front of resi
builder. The City may require sidewalks in;
shall not be less than four (4) feet.in v idth w
placed one (1) foot off the property line and I
right-of-way, sidewalk corner easement or
streets. This requirement may -be waived by1
Sidewalks placed adjacent ,to t
approved by the City's Engineer.
Sidewalks shall be of concrete tia
28 days. The concrete thickness'
184ch centers both ways: ' Armi
sidewalk. °Subgrade (including
density.
>treets in subdivisions zoned for one or
designated on the adopted Master
id sidewalks along screening walls,
installed by the Developer with street
;ntial: lots shall. be installed by the home
othe
City
curb must
s. Where provided, there
edge'' of the sidewalk to be
within the dedicated street
nt in the'�case of private
(6) feet wide and
ng a minimum of 3000-psi compressive strength in
gall be four (4) inches reinforced with No. 3 bars at
mum of 1 %:inches of sand must be placed under
and) shall be mechanically compacted to 95%
Residential: Re"sidential .driveways to serve two car garages shall be not less than
sixteen (161 feet nor more than twenty-four (24) feet in width at the property line. The
width of the driveway will be larger at the garage for a three car (width to be twenty-
eight (28) feet),. Shared driveways and garages larger than three cars shall be a case
by case basis, Residential driveways shall be separated from one another by a
distance of at least ten (10) feet. The radii of all residential driveway returns shall be a
minimum of five (5) `feet and shall not extend past the adjoining property line. The
driveway approaches devoted to one use shall not occupy more then sixty percent
(60%) of the frontage abutting the roadway or alley.
Multi -Family and Non -Residential: Driveways providing access to multi -family or non-
residential uses shall generally have widths between twenty four (24) and forty five
(45) feet when measured at their narrowest point near, or at, the property line. The
minimum radius for these uses shall be twenty (20) feet. Larger radii are encouraged.
Limitations on permissible locations for these driveways are addressed in Section 2.6,
Driveway Locations. Driveway radii returns shall not extend across abutting property
lines.
1:\city admin�administration�natha\city council\city counci1�2012\12-18-12�tem 8 -design standardsGtem 8 -sec-2 streets.doc 2—�.S
2.15
2.16
2.17
Traffic Information and Control Devices.
The developer shall arrange for the installation of all pavement striping, regulatory,
warning and guide signs, including posts, as shown on the approved plans. Street
name signs shall be installed at each intersection. Examples of regulatory, warning,
information and guide signs are as follows:
A. Regulatory signs shall include, but are not limited to, STOP, 4-WAY, YIELD, KEEP
RIGHT and speed limit signs.
B. Warning signs shall include, but are not lim
DIVIDED ROAD and PAVEMENT ENDS.
C. Guide signals shall include, but are not li
direction arrow and advance arrow.
D. Traffic striping shall be p
plans.
The street signs shall be
galvanized steel and set
expenses incurred by the A
House street nu
house facing the
All develo
located at,
apart. St
res
writing;
COL
shall
froni
shall.. be
Mons ana at it
Id be the eq�
All collector
or fixtures with a
�e Citu. In some;ii
s,
to,
r
d engineering
The developer
Al A
cture and install
s for
DEAD END, NO OUTLET,
name signs, DETOUR,
on the approved
ign"posts shall be
responsible for the
ese signs.
lot and on the side of the
ith streetlights. In, general, lights should be
lervals no greater than four hundred (400) feet
iValent of 175-watt mercury vapor fixtures on
and arterial, or commercial streets shall have
m wattage of 250 or 400 watts as directed, in
the City may require greater wattage.
Barrier free ramps hall `be provided in all commercial areas and in residential areas
which have sidewalks. Ramps shall be located to provide access .in accordance with
the standards set by the Americans with Disabilities Act (A.D.A.) at all pedestrian
sidewalks and meet all Texas Accessibility Standards (TAS). Lay down curbs and
ramps shall be constructed at all street intersections and driveways whether or not
sidewalks are being installed. Lay down curbs and ramps shall be constructed by the
developer. The developer shall be responsible for paying for and arranging for all TAS
design reviews and post construction inspections. Results of TAS inspections shall be
provided to the City.
1:\city admin�administration�nn�ha\city council\city counci1�2012\12-18-12Gtem 8 -design standards�tem 8 -sec-2 s[reats.doc 2-%6
2.18 Off -Street Parking:
A. All parking areas and spaces
with the following requirements:
shall be designed and constructed in accordance
1. All parking areas and spaces shall be designed and constructed so as to have
free ingress and egress at all times.
2. No parking space or parking area shall be designed so as to require a vehicle
to back into a public street or across a ,public sidewalk, except in the
downtown overlay district, as defined by the City..
3. Minimum Dimensions for Off -Street P
a) Ninety -degree parking (`Figures 2.4a and 2.4b) -Each parking space
shall not be less than nine (9) feet in width and eighteen (18) feet in length
with two (2) feet of over hang between curb and sidewalk or property line
(20 foot minimum). Dual head in parking spaces should.be a minimum of
twenty (20) feet in length; Aisle width shall not be'less than twenty-four
(24) feet.
b) Sixty -degree angle parking (Figures 2.5a and 2.5b) ` Each parking space
shall be not less than nine,(9) feet wide perpendicular to the parking angle
eI
nor less than twenty and one tenth (20.1) feet.in length when measured at
iIll le l
right, angles to the building or,;:parking. line. Maneuvering space shall be
not less than Ifourteen ,and one (141%) feet for one way traffic or twenty
:twoIII(22) feet for two way traffic perpendicular to the building or parking
ry-five degree angle parking (Figures 2.6a and 2.6b) —Each parking
ce dial- not be less than nine (9) feet wide perpendicular to the parking
le nor 'less than nineteen (19) feet in length when measured at right
IN
les to the building or parking line. Maneuvering space shall be not
thanIll twelve `(12) `feet for one way traffic or twenty-one (21) feet for
-w1 I'll
ay traffic perpendicular to the building or parking line.
d) Parallel. Parking Each parking space shall not be less than nine (9) feet
in width and twenty-two (22) feet in length. Maneuvering space will not be
less than"twenty (20) feet.
e) Handicap Space Parking —Handicap parking spaces are required to
meet ADA and TAS regulations.
f) When off-street parking facilities are located adjacent to a public alley, the
width of said alley may be utilized as a portion of the maneuvering space
requirement, provided the alley is paved.
I:\city ndmin\administration\natha\city council\city council\2012\12-I8-12\item 8 -design standards\item 8 -sec-2 streets.doc 2-1 %
g) When off-street parking facilities are provided' in excess of minimum
amounts herein specified, or when off-street parking facilities are provided,
but not required by this chapter, said off-street parking facilities shall
comply with the minimum requirements for parking and maneuvering
space herein specified.
Paving Standards:
a) Unless otherwise approved by the City Council or as specified in these
standards, all parking lots shall be paved with concrete or asphalt, and
designed according to City standards
lanes must be clearly marked by appro)
All driveway approaches shall be cor
strength as the adjacent street and sh
al
tf
b) The pavement within a
constructed to carry,;
sanitation pick-up, etc;,
pavement itself. The
engineering construction
City's Engineer for reviem
c) Fire lane pavement shy
stabilized subgrade,. Cot
Class C(3,600 psi in 2
unless approved by the C
specifications. The parking
>atnt, buttons or other material.
cted of concrete in the same
curbed per City standards.
esignated loading area shall be designed and
` additional loadtng�" of, merchandise, goods,
order to prevent any unnecessary failure in the
pavement design' shall be ; included in the
plans and specifications and submitted to the
I be a minimum of six (6) inches with lime
;rete strength shall be NCTCOG Item 303.3.4.2.
-days). Asphalt firelanes are not permissible,
nces or exits in a parking lot shall be a minimum of thirty (30) feet from
nning point of any corner,radius.
nces or exits in a parking lot shall be a minimum of twenty-four (24)
a maximum of forty-five (45) feet in width, unless One-way, in which
y_ shall both be a minimum of twelve (12) feet, or as approved by the
7. The drivewa
sixteen (16),
ramp angle
approved by
y approach angle to any parking area shall be a maximum of
degrees; the departure angle a maximum often (10) degrees; the
a maximum of eleven (11) degrees; or otherwise shall be
City's Engineer.
8. No parking areas or parking spaces shall be allowed to pave over or utilize
public right -of --way, with the exception of approved entrances and exits, unless
the City Council approves a site plan provided be the developer.
9. Any lighting used to illuminate any off-street parking area shall be so designed
and constructed as to direct the light onto the property and away from any
adjoining property or, street.
I:\city admin\administration\natha\city council\city council\2012U2-18-12\itzm 8 -design standardsUtem 8 -sec-2 streets.doc 2-I8
U. All multi -family and commercial parking areas and parking spaces shall be
designed and constructed to protect adjacent residences from the direct glare
of headlights of vehicles using the parking area.
11. All multi -family, retail, commercial and industrial parking lots shall be required
to provide a fire lane with a minimum width of twenty-four (24) feet (requires
minimum thirty (30) foot inside curve radius).
12. No City street curb, alley or street pavement may be cut without a permit from
the City.
I:\city admin4�dministration�natha\city council\city counci1�2012\I2-18-12�tem g -design standards�tem 8 -sec-2 streets.doc 2-19
It 'I I.
tl 't It
I� tl II
I�
It tl �I
� II tl
It I Ii 11
t'
I tl t1
P04124' AISLE
tl I 11
4'
le
It 6" RAISED
it 4 CURB
It It
it it
11 11
'1
1
It 'I
�I '1
11 �t
1� 11
I� U
11 1'
i 1few INIIIIIIII
6" flAISED
CURB
i'
tt
t'
11
�1
11
�1
—
�
I
11
t
IMP i
11
tl
tj PROPERTY
LINE
FACE OF CURB OR
� EDGE OF PAVEMENT
25' MIN. �
RIGHT
TRAFFIC
LANE
POINT OF BEGINNING TURN (WHEELS CHANG
ED
FROM NORMAL TO FULL TURN POSITION)
90° Parking — Double Row.
90°
FIGURE 2.4a
I:\city ndmin�administrntion�nathalcity council\city counci1�2012\12-1g-12Gtem 8 -design stvtdnrdsGtem 8 -sec-2 streets.doc 2-2�
n
36.4' ii I
14.5' MIN
AISLE
20.1'
�-24"
6" RAISED CURB
PROPERTY LINE
� RIGHT
TRAFFIC
LANE
POINT OF BEGINNING TURN (WHEELS CHANGED
FROM NORMAL TO FULL TURN POSITION)
AISLE WIDTH SNOWN !S THE MINIMUM FOR ONE-WAY
TRAFFIC. FOR EASE OF OPERATION AND FOR LONG ROWS
dF PARKING, WIDTH SHOULD BE INCREASED APPROXIMATELY 5'
FOR TWO-WAY TRAFFIC THE AISLE WIDTH MUST BE INCREASED TO 22'
(CLEAR DISTANCE OF 24S)
60° Parking —Double Row.
FIGURE 2.5a
Iacity admin�administration�natha\city councillcity council�2012\i 2-t 8-12Gtem 8 -design shmdards�tem 8 - seo-2 streets.doc i-2%
n
I I
1'
I'
1
14.5' MIN.
j�60° ` �\
IE,
II
PROPERTY jf�j
LINE '— a{ tI
111
t I'
to
i'
.�— 6" RAISED
1 ,� CURB
it
11
R.O.W. _ _ 11 ---
`\ /— FACE OF CURB OR
/ EDGE OF PAVEMENT
RIGHT
TRAFFIC
LANE
POINT OF BEGINNING TURN (WHEELS CHANGED
'Aisle width shown is the minimum for one-way FROM NORMAL TO FULL TURN POSITION)
traffic. For ease of operation and for long rows
Of parking, widths should be increased approximately 5'
For two-way traffic, the aisle width must be increased to 22.0'
Clear distance of 24.3')
60° Parking —Single Row.
60°
FIGURE 2.5b
I:\city admin�administration�natha\city council\city counci1�2012U 2-18-12Gtem 8 -design standardsUtem 8 -sec-2 streets.doc 2-22
6"
RAISED
CURB
R.O.W.
r AISLE
it 1
nIu
��-*- 6" RAISED CURB
!. I
li I
n �
rn
I
i -'` PROPERTY LINE
t
I
I
II 1
It
it
u1
nl
u
it
u
` \�FACE OF CURB OR
EDGE OF PAVEMENT
\ RIGHT
\ TRAFFIC
\ LANE
POINT OFBEGINNINGTURN (WHEELS CHANGED
FROM NORMAL TO FULL TURN POSITION)
AISLE WIDTH SHOWN 15 7HE MINIMUM .FOR ONE—WAY
TRAFFIC. FOR EASE Of OPERATION AND FOR LONG ROWS
Of PARKING, WIDTH SHOULD BE INCREASED APPROXIMATELY 5'
FOR TWO—WAY TRAFFIC THE AISLE WIDTH MUST BE INCREASED TO 21 `
(CLEAR DISTANCE OF 24.2'1
45° Parking —Double Row.
FIGURE 2.6a
I:\city admin\administration�natha\city council\city munci1�2012U 2-ISd2Gtem 8 -design standards�tem S - seo2 streels.doc 2-23
r AISLE
it 1
nIu
��-*- 6" RAISED CURB
!. I
li I
n �
rn
I
i -'` PROPERTY LINE
t
I
I
II 1
It
it
u1
nl
u
it
u
` \�FACE OF CURB OR
EDGE OF PAVEMENT
\ RIGHT
\ TRAFFIC
\ LANE
POINT OFBEGINNINGTURN (WHEELS CHANGED
FROM NORMAL TO FULL TURN POSITION)
AISLE WIDTH SHOWN 15 7HE MINIMUM .FOR ONE—WAY
TRAFFIC. FOR EASE Of OPERATION AND FOR LONG ROWS
Of PARKING, WIDTH SHOULD BE INCREASED APPROXIMATELY 5'
FOR TWO—WAY TRAFFIC THE AISLE WIDTH MUST BE INCREASED TO 21 `
(CLEAR DISTANCE OF 24.2'1
45° Parking —Double Row.
FIGURE 2.6a
I:\city admin\administration�natha\city council\city munci1�2012U 2-ISd2Gtem 8 -design standards�tem S - seo2 streels.doc 2-23
19'
I I
�t 45
II
I'
I I
II
PROPERTY 'I
LINE
Y r.
,1
ljt-6" RAISED
II CURB
I I
I I
I it
II
II
II
.I
R.O.W.--
12.0' MIN.
AISLE'
� FACE OF CURB OR
\ \ EDGE OF PAVEMENT
\ RIGHT
\ TRAFFIC
\� LANE
ZPOINT OF BEGINNING TURN (WHEELS CHANGED
FROM NORMAL TO FULL TURN POSITION)
'Aisle width shown is the minimum for one-way
#raffic. For ease of operation and far long rows
of parking, widths should be increased appraximately 5'
For two-way traffic, the aisle width must be increased to 21.0'
(Clear distance of 24.2'y -
45° Parking —Single Row.
FIGURE 2.6b
I:\city admin�administralion�natha\city council\city counci1�20t2\12-18-12Gtem 8 -design standnrds�tem 8 -sec-2 streets.doc 2-2'�
3. STORM DRAINAGE I AULI I It%
3.1 Introduction:
Drainage faces shall be designed and constructed at such locations and of such
size and dimensions to adequately serve the development and the contributing
drainage area above the development, as well as the affected areas downstream. The
developer shall provide all the necessary easements and rights -of way required for
drainage structures including storm drains and open channels, lined or unlined.
Easement widths for storm drain pipelines shall not be less than fifteen (15) feet, and
easement widths for open channels shall be at;jeast fifteen (15) feet wider than the top
width of the channel. In all cases, easements',,,shall be of an adequate size to allow
proper maintenance.
The design, size, type and location of all storm drainage facilities: shall be subject to
the review of the City's Engineer and acceptance by the City. ,-,The. requirements set
forth herein are considered minimum requirements.'- ..,The developer and the
developer's engineer shall bear the total responsibilit Afor.,the adequacy of design.
The review by the City's ,Engineer and/or acceptance of the Ifacilities by the City in no
way relieves the developer, f this responsibility.
Storm drainage released from the site will be discharged ,to a natural water course or
storm sewer system of an adequate size o convey the 100-year storm runoff expected
after development..
3.2 Storm Draiinage Design Criteria:
A. ,. General: The Lit y''ofPlano's current�Storm Drainage Design Manual shall be used
, for storm drainage calculations. Drainage area calculations, storm pipe
calculations, and :inlet capacity calculations are required with engineering plan
submittals,,at a minimum. Additional information may be required by the City.
B. Storm Pipe Size:. The minimum size storm sewer line shall be eighteen (18)
inches.
C. 100-Year Flood Zones: Where the Federal Emergency Administration (FEMA) has
defined a flood hazard area with regard to a drainage course, the flood hazard
zone and the floodplain and floodway, if available, shall be shown on the plat and
drainage area map. Any development proposed within a floodplain shall complete
a flood study to determine that the proposed development meets the City 's current
floodplain management ordinance and will not be detrimental to any other property.
D. Local 100-Year Flood Zones: 100-year flood zones shall be determined for non-
FEMA creeks or streams (flowing or not) within a subdivision.
I:\city admin�.idministration�natha\city council\city counci1�2012U 2-18-12Utem 8 -design standards6tem 8 - sec3 srorm drainage.doc .3-%
E. Access: Storm drainage facilities shall include all elements of a drainage system
consisting of streets, alleys, storm drains, channels, culverts, bridges, swales and
any other facility through which or over which storm water flows, all of which the
City must have a right in, either in the form of a dedicated right-of-way, floodway or
drainage easements.
F. Storm Drainage Management Plan: All new subdivisions shall provide as part of
the subdivision review process a complete storm drainage management plan. This
plan will include, but not be limited to, the following: a complete review of all on.
site, upstream and downstream drainage within the, impacted watershed; determine
all on -site and downstream drainage facility improvements due to the increased
runoff from the proposed development and future upstream and downstream
developments; and shall contain calculations necessary,; to determine compliance
with the Standards of Design herein. The plan shall be done, using current zoning
conditions or land use prescribed bythe City's land Use Plan (whichever creates
the greatest storm water runoff), with maximum development considered
throughout the watershed. The" storm drainage plan shah show all necessary
improvements with flow data" provided at each point of interception of water. As
part of the storm drainage %plan, the developer shall show a lot grading plan to
direct all water to proper' intersection, points avoiding cross flow of water from lot to
lot. All upstream discharge shall be intercepted and carried through the proper
intersection points avoiding cross flow of water from lot to lot. All upstream
discharge shall be intercepted and carried through the proposed development in
compliance with the Standards of Design herein., All discharge from the proposed
development shall .be ;designed in accordance with the Standards of Design herein
with all ` necessary improvements being :installed by the developer to protect
downstream property from damage. 'The determination of necessary
improvements to existing drainage facilities downstream of a proposed
,development shall be reviewed "by the City's Engineer for compliance and
G. Storm Water Pollution: Prevention Plan: The developer shall provide a Storm
Water :Pollution Prevention Plan (SWPPP), in compliance with all TCEQ and
NPDES"regulations, for eachproject. A copy of the SWPPP and Notice of Intent
(NOI) shall be on file at the City prior to the issuance of a building permit.
H. Exemptions: At the City's discretion, alternative storm sewer design criteria and
calculations may' be considered for special or unique development cases. The
alternative design criteria to be considered by the City, on a case -by -case basis,
and storm drainage design criteria shall be approved by City Council.
I:\city admin�administration�na�hn\city council\city counci1�2012U 2-1 g-12ti�em 8 - design stnndardsUtem 8 -sec-3 storm drainnge.doc -3-2
Q
4.1
VEGETATION
General:
All seeding, sodding and fertilizer requirements are to be completed in accordance
with the North Central Texas Council of Governments (NCTCOG) Standards and
Specifications and as modified by the City of Anna, herein.
Block sod may be utilized for erosion control. Block
the type specified in the plans. Sod shall have a hi
stored and maintained in a moist condition from the
be free from noxious weeds.
Seed shall be from previous season's
testing and labeling for pure live seed
designated species, in labeled unoper
City's Public Works Department. /Seed
crop
= Pu
shall
of the season harvested. When Buffalo grass is
Potassium Nitrate to overcome dormancv.
Coverage:
The developer
including water
consist of 75%
of Grass" has J
be required. 'F
areas and areal
um
ng
shall be growing grass sod of
y and dense root system, be
of harvest until planted and
1"exas Seed Law, including
urination). Furnish seed of
iners 'for inspection by the
in 12-months from the date
se seed .that is treated with
he sodded or seeded area,
:d A "Stand of Grass" shall
-inch (1") in height. If a "Stand
re -sodding or re -seeding shall
will be required in all washed
• February 1 through Mayi15 (Permanent Rural Seed Mix)
Green,Sparigletop = 03 LB. PLS/Ac.
Bermuda Grass% — 12 LB. PLS/Ac.
Sideoats` Grama (El Reno) 2.7 LB. PLS/Ac.
Little Bluestein (Native) 2.0 LB. PLS/Ac.
Buff alogras (Texoka) 1.6 LB. PLS/Ac.
Illinois Bundleflower 1.0 LB. PLS/Ac.
• February 1 through May 15 (Permanent Urban Seed Mix)
Green Spangletop — 0.3 LB. PLS/Ac.
Bermuda Grass — 2.4 LB. PLS/Ac.
Sideoats Grama (El Reno) 3.6 LB. PLS/Ac.
Buffalogras (Texoka) 1.6 LB. PLS/Ac.
I:\city admin\administration\nalha\city council\city council\20t2\12-18-12Utem 8 -design standardsGtem 8 -sec-4 vegetation.doc �i-%
• September 1 through November 30 (Temporary Cool Season Seeding)
Tall Fescue — 4.5 LB./Ac.
Western Wheatgrass — 5.6 LB./Ac.
Wheat 34 LB./Ac.
• May 1 through August 31 (Temporary Warm Season Seeding)
Foxtail Millet — 34 LB./Ac.
A mix of seed shall be used in overlapping planting seasons.
I:\city admin�administrntion�natha\city council\city counci1�2012\I2-18-12Gtem 8 -design standards�tem 8 -sec-4 vegetatioadoc �-2
in
5.1
5.2
WATER SYSTEM
General:
The design and construction of the water distribution system to serve the development
shall be in accordance with good engineering principles, with these Design Standards
and with the requirements of the Texas Commission on Environmental Quality
(TCEQ). All off -site water mains shall be sized and located to conform to projected
demands in accordance with the latest Water Master; Plan and the computer model
with regard to the impact of each development on the existing and proposed water
distribution system. No construction shall commence prior to the approval of the plans
and specifications by the City.
All facilities shall be of sufficient size to, l
development. The pipelines shall be sized
requirements plus an appropriate; allowance
criteria for water demand shall' be submi
specifications. The City reserves the right to
the proposed development in order to prc
development. The developer will be respons
their property in accordance with the =latest N
the tract, or as required by
constructed with, domestically
The minimtan
diameter, anc
shall be eigh
0
for``fir
or the
Fire flows
psi) of re:
distribution
pipeline size.; to serve
�e minimum 'pipeline si
8) inches. In genera
will be considered on
sh valve arrangement.
UE
wide adequate ,capacity for ultimate
meet the ,maximum instant domestic
>r fI.
ire protection water. The design
d to the 'City 'With -,the plans and
luire 1; ger,pipelines than required for
caacities p ` for areas outside the
1e ,
e to construct water lines adjacent to
M :r aster Plan, across the frontage of
es,.,that are to be public shall be
�ntial areas shall be eight (8) inches in
serving commercial, business, industrial, etc.
ill lines shall be looped with no dead -ends.
use by case basis and shall be furnished with
he developer shall provide facilities sufficient
ce with the minimum criteria of the State Board of Insurance
by the City.
res
d with'a minimum of thirty five pounds per square inch (35
at the fire hydrant with a 35 psi residual in the water
Preliminary discussions concerning take -off points in the distribution system should be
conducted with the City of Anna Public Works Department prior to finalizing the
preliminary designs of the distribution system, which will serve the development.
Connections to the City's existing system will be allowed only at locations where the
City has determined that sufficient quantity and pressures are available to meet the
projected requirements of the development. In general, the connections to the existing
distribution system shall be made in such a manner to keep "shut -downs" to a
minimum. Preference will be given to a tapping sleeve and valve connections.
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5.3
In a proposed development where City water is not adjacent to the property but is
accessible, the developer shall provide, at his expense, an off -site water main of
sufficient size to serve his development or as shown on the City's Water Master Plan,
whichever is larger. The proposed development will normally require a loop into the
existing water distribution system in order to provide adequate water pressure. The
loop will be at the developer's expense.
In general, the City will not approve a development
extensions to the City distribution system. Some areas
private water companies. In those cases, the Deuel
proper arrangements with the private water company.,
responsible to construct water facilities that meet City r
the City's Water Master Plan. The City will observe th
for compliance with these standards. This in no
obligations of the developer to complyfully with these
circumstances, the City may consider approval ofa pr
supply an adequate quantity of, potable water, for" a
commercial and fire fighting requirements. Such syste
the City, the TCEQ, the State,Board of Insurance, and
agencies. In addition, an agreement between the C
which cannot be served by
in the City may be served by
.per shall contact and make
he Developer shall always be
quirements and as shown on
fiacilities during construction
Fa relieves or reduces the
u
m
executed whereby the City may acquire=the system when it �
City's owned and operated distribution network. In all cases,
shall show the source of water for the development.
rents. Under certain
ter system, which will
including residential,
meet the approval of
appropriate regulatory
�e developer shall be
be connected into the
engineering drawings
A. Pipelines:'` Water pipelines shall be located in the parkways between the back of
the curb'and the street right -of way. The location shall be two feet (2') from the
back of curt;: Water lines installed adjacent to a development shall be installed the
length 'of the frontage. A blue Electronic Marking System (EMS) Locator Pad will
be located .as shown, in the Standard Drawings.
B. Gate Valves: ,Gate valves shall be located outside the paved streets and shall be
two feet (2')"from back IIIof curb of the intersecting street. In general, gate valves
shall be' located at street intersections (except for fire hydrant leads). Maximum
spacing of valves on water lines is 1,000. All valve boxes shall be encased in a
concrete pad that shall be twelve inches by twelve inches by six inches (12" x 12"
x 6") and reinforced with No. 3 steel bars.
C. Fire Hydrants: In general, fire hydrants shall be located at each street intersection
and at intervals on the interior of each block. All fire hydrants shall have isolation
valves constructed as described above. No services lines or other connections
will be allowed to the fire hydrant leads.
1. Residential and Duplex: Residential and duplex areas shall have a fire
hydrant at each street intersection and at five hundred foot (500') intervals on
the interior of each block. In no case, shall there be more than four hundred
feet (400') of hose lay from a fire hydrant and fire lane to any main building.
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5.4
2. Multi -Family: Multi -Family areas shall have a fire hydrant at each street
intersection and at three hundred foot (300) intervals on the interior of each
block and along fire lanes. In no case, shall there be more than one hundred
and fifty feet (150') of hose lay from a fire lane or two hundred and fifty feet
(250') from a fire hydrant to any portion of a building.
3. Commercial Retail and Industrial: Commercial, retail and industrial areas
shall have a fire hydrant at each street intersection and at a maximum of three
hundred foot (300) intervals on the interior of each block and along fire lanes.
In no case, shall there be more than one hundred and fifty feet (150) from a
fire hydrant and fire lane to any portion of a building in any development.
All fire hydrants, which are placed in off street rights -of -way, shall have a paved
concrete access road and proper pavement markings, which have been accepted
by the Fire Marshall and City's Engineer.
All fire hydrants shall be marked .in the center of the `adjacent street with a Blue
Stimsonite (or approved equal).Model 88-SSA Fire Hydrant Marker
The spacing of fire hydrants shall be measured along ,the street frontage or fire
lanes. The City Fire Marshall and City's'Engineer shall.review all fire hydrant
spacing. When a special condition exists due to land use; the Fire Marshall or
City's Engineer may require additional hydrants for fire protection.
A water service pipeline shall be".laid to each:,, lot with fittings and a meter box in
accordance with the Standard Details.l. All service pipelines, which supply water to
each ,single-family, lot,; s,,,hall be constructed of SDR-9 (Polytube) having a minimum
size of Three-fou'rths 'inch' (3/4").
All water services under ,pavement shall be encased in a minimum 2" diameter SDR
21 PVC- encasement pipe or approved equivalent, with no couplings being installed
under the roadway. The ends of the encasement pipe shall be sealed with silicone.
yi
All residential services shall be tapped to the PVC water main using double strap
brass saddle. Tapping tees are required for all services larger than 44ches.
Meter box tops shall `be set one-half inch to one and one-half inch ('/2" to 1'/2") above
the curb, and an angle meter stop shall be set six inches (6") below the meter box top.
Meter boxes shall have a one -inch (1") wide slot from five inches (Y) below the top of
the box to the bottom of the box on the side facing the lot for service connection. All
meter boxes shall be set at least two feet (2') behind the curb, with a "W° etched into
the curb adjacent to the meter box.
A. Installation of Meter Boxes: Installation of meter boxes with, with reader window
within the lid, for single-family, multi -family, condominium, and townhouse
developments may be installed only at approved locations. Each single-family and
duplex residence shall have individual meters taps and boxes. Condominium,
I:\city admin�administration�na�hn\city council\city counci1�2012U 2-18-12Gtem 8 -design sfandards�tem 8 -sec-S water systzm.doc $-3
5.5
townhouse, or multi -family developments may use alternate installations, approved
on a case -by -case basis.
Service pipeline size for commercial and industrial developments shall be
designed by the developer in accordance with the City's adopted Uniform
Plumbing Code.
Materials and Installation:
A. Pipe: Water pipelines shall be PVC pipe conformit
for Construction. In general, the water pipelines`'
with cast-iron outside dimensions, and installed w
cover from proposed final grade, unless otherwise
B. All water mains under pavement shall,be en
a. 8-inch through 10-inch —
�3
to the Standard Specifications
AII be AWWA Standard C-900
a minimum of four feet (4') of
proved by the City.
equal
b. 12-inch and larger —encase in steel pipe; size and thickness (1/4" min.) to
be approved by the City's Engineer.
C. All pipes not under pavement shall be, installed in embedment material as shown
on the Standard Details:
Ar
D. All water pipe shall be installed with a "tracer tape" blue in color over the top of the
pipe. The Gape shall be Terra Tape"D" Detectable as supplied by Griffolyn Co.,
Inc. of Houston, Texa&I or approved equal.;;': Locator marker pads shall be installed
at 250 feet along water lines.
ell 11 'A 61
11 E. Gate Valves: AII gate valves shall be conform to AMA C-509 standards
manufactured by Mueller, Clow, or an approved equal with resilient seat only and
shall conform to and shall be installed according to the Design Standards and
Specifications Manual:
F5, ell
. Fire Hydrants: Fire hydrants'shall be either Mueller, Clow, or an approved equal
conforming, .to the requirements set forth in the Design Standards and
Specifications Manual. All fire hydrants shall be installed with a six-inch (6") gate
valve on the hydrant lead and located 34eet off the back of curb. Fire hydrants
shall be painted red. Fire hydrants, or an approved flush valve arrangement, shall
be installed at the end of each dead end line. Minimum main size for a fire hydrant
for residential and non-residential uses shall be eight inches (833
).
Fire hydrants shall be three way breakaway type and conform to AWWA C-502
specifications.
Fire hydrants shall be painted with two coats of TNEMEC Series 530 Omnithane
paint or approved equal, and two coats of primer. Bonnet to flange and nozzle
caps of fire hydrants shall painted with two coats of TNEMEC Safety Paint Series
2H "HkBuild" in accordance with Table 5.2.
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G. Water Service Connections: Service pipelines shall be in accordance with the
designs shown on the Standard Drawings. The materials shall be Mueller or
approved equal and shall be installed in accordance with the Standard
Specifications for Construction. All connections shall be compression type or
approved equal.
H. Bends: Mega -lugs or approved equal shall be installed at horizontal change in
directions 450 or greater and at all vertical change in directions that require a bend.
The restraints shall be placed at the bend and at the next pipe joint in each
direction from the bend.
All irrigation meters shall have a testable double check backflow preventer.
J. All iron fittings shall be covered and secured with;,plastic wrap prior to backfill being
placed.
I:\city admin�idministration�natha\city council\city counci1�2012\t2-t8-12�tem 8 - desigp standards�tem 8 -sec-5 water system.doc -S-.S
6. WAST
6.1 General:
WATER SYSTEM
The design and construction of the wastewater collection system to serve the
development shall be in accordance with good engineering principles, these Design
Standards and the requirements of the Texas Commission on Environmental Quality
(TCEQ). No construction shall commence prior to, the approval of the plans and
specifications by the City of Anna. All sewer mains and, lift stations shall be sized and
located to conform to the projected flows in accordance with the latest Wastewater
Master Plan. _ _ _
All facilities shall be of sufficient size to provide, adequate capacity for the ultimate
development. The wastewater lines sh`all�be sized.to� meet the�peak-day dry weather
flow plus an appropriate allowance -for infiltration''of storm water. The minimum
wastewater pipeline size (other than service lines) for all developments shall be eight
(8) inches in diameter. The design ,;criteria and calc�'ulations shall be submitted to the
City with the plans and specifications. ,The City reserves the right to�require a pipeline
of a larger size than that required by the development in order to provide capacities for
areas outside of the development:
All wastewater lines shall be `installed at a depth sufficient to permit all water pipelines
to be above the wastewater when the water pipeline has a minimum cover of four (4)
feet. In such cases where water pipelines either cro s''or otherwise come within nine
(9) feet of a wastewater pipeline, the,wastewater pipe is required to be PVC pressure
pipe with a minimum working pressure, class of 150 psi.
6.2 Connections to Existing Wastewater Collection
Preliminary discussion concerning entrance points in the collection system shall be
conducted with the City �of Anna'; Public Works Department prior to finalizing the
preliminary .designs of the collection system. In a proposed development where City
waste water collectioh facilities are not adjacent to the property but are accessible, the
developer sha(I ,provide, at his expense, a wastewater interceptor of sufficient size to
serve his development and the contributing service area (using fully developed flows).
In general, the City will not approve a development which cannot be served by
extensions to the City's wastewater collection system. Lots with a minimum area of 1
acre may be considered, on a case -by -case basis, for a septic system, and will require
City Council approval. Lots with approved septic system shall be designed in the case
that the City's wastewater collection system is extended to the lot, the septic system
can be readily connected to the City's wastewater collection system.
6.3 Location of Facilities:
A. Wastewater Pipelines: Wastewater pipelines shall be located in the parkways
between the back of the curb and the street right-of-way. The location shall be
three feet (3') from the back of the curb. A green Electronic Marking System
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6-1
/5a
(EMS) Locator Pad is to be installed. No wastewater services can be connected
to wastewater mains at depths greater than five feet (5'). Wastewater mains
installed adjacent to a development shall be extended the length of the
development frontage.
B. Wastewater Service Pipelines: Wastewater service pipelines shall be laid to each
lot. The service pipelines shall be PVC pipe having a minimum diameter of four (4)
inches and shall extend to the property corner. Wastewater service pipelines shall
be located at the center of each lot and as approved on the final construction plans
by the City. In general, a service pipeline shall serve one lot. Special wastewater
service sizing may be required. No sewer line shall be located nearer than five (5)
feet from any tree or structure, nor any closer than ten (10) feet from any water
service or main. Sewer services shall be encased under;;paved surfaces.
All sewer services shall be connected to the main using a wye connection with a 45
degree bend to complete the connection. No teeconnections',will be allowed.11
The service shall be stubbed out a minimum of ten (10) feet from. the back of curb
and at a depth no greater Char five (5) feet. Thestub!=out shall be capped with a
proper fitting and shall have a double sweep cleanout installed within five (5) feet of
the lot line and which I extends to at least two (2) feet above the finished lot grade.
The cleanout stack shalt be set'to grade during construction' of the structure to be
served and before a certificate of:,.occupancy, will be issued. After the street paving
is complete, the letter "S" shall be cut into the'concr0b curb to locate the service.
C. Manholes: In general, manholes. shall be located at all intersections of wastewater
pipelines,`.changes in grade, r changes in alignment and at distances not to exceed
five hundred„ (500) feet. For sewer line flowlines connecting eighteen (18) inches
or greater above invert, an external drop manhole shall be constructed. Manholes
shall be designed for loading conditions, and rims be flush with surface, when
placed under pavement. Manhole rims located in a landscaped area shall be six
(6)A inches above grade. Manholes located in floodplains, or areas with increased
risk of flooding, shall have1, re %bolt down lids. Manhole size shall be per Table 6.1.
Construct manholes at both ends of lines that are installed by other than open cut
and at each end of'aerial crossing lines. When manholes are installed adjacent or
within a roadway, the letters "MH" shall be etched into the curb line.
TABLE 6.1
MINIMUM MANHOLE SIZES
Sanitary Sewer Line Size
8" and 10"
1851, 21 ", 24", and 27"
30" 36", and above
Minimum Manhole Diameter
4.0 feet
5.0 feet
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D. Cleanouts shall be installed at the ends of all lines that do not end with manholes.
The maximum distance between a manhole and an upstream cleanout is three -
hundred (300) feet. Cleanouts located at the ends of lines located in residential
developments will be considered on a case by case basis. Commercial and
industrial developments require manholes at the ends of all lines.
6.4 Flows in Wastewaters and Their Appurtenances:
A. Minimum Grades: Wastewater lines should operate with velocities of flow sufficient
to prevent excessive deposits of solid materials; otherwise objectionable clogging
may result. The controlling velocity with regard to sediment deposition is near the
bottom of the conduit and considerably less than the mean velocity flowing full of
2.5 feet per second (fps). TABLE 62 indicates the minimum grades for
wastewater pipe with a Manning's "n" = 0.013 and flowing at 2.5 fps.
B. Maximum Velocities: The slope.,of a wastewater ...Should also be such that
excessive velocities will not , damage the .pipeline. 'Thee ,maximum desirable
velocities of wastewaters " shall be based upon theypipe manufacturer
recommendations not to exceed, 10 feet per second (fps).
TABLE 6.2
MINIMUM GRADES FOR ,WASTEWATER PIPELINES
Size I Sloae in
C
10 0.0025
12 0.0023
15 0.0023
18 0.0018
21 0.0015
24 0.0013
27 0.0011
30 0.0009
33 0.0008
36 0.0007
39 0.0006
42 0.0006
45 0.0005
48 0.0005
54 0.0004
60 0.0004
66 0.0004
72 0.0003
78 0.0003
84 0.0003
96 0.0002
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6.5
6.6
6.7
Materials and Installation:
A. Pipe: Pipe used for wastewater collection systems shall be PVC pipe conforming
to the Design Standard and Specifications and the requirements of the Texas
Commission on Environmental Quality (TCEQ). The wastewater pipeline shall
conform to ASTM D3034 for sewer pipe and fittings from 4" to 15" in diameter and
with ASTM F679, for Sewer pipes and fittings greater than 15" in diameter, and
shall have a minimum earth cover of three (3) feet. For depths of ten (10) feet or
greater, the wastewater pipeline shall be a minimum pipe stiffness of 115-psi
(SDR 26).
All pipes shall be installed in embedme
Details. All pipelines shall be tested.
B. Curved Sewers: No vertical or
C. Manholes: Manholes shall
conform to Standard Details.
Manholes shall be
approved by the City.
Testing:
All wastewater lines shall, be teste
set forth in. the NCTCOG Standard'
shall be performed at the end�of tl
as part of the final testing in the t
television survey shall include havi
the survey.. Deficiencies noted
manholes will: be hydrostatically or
shown on the Standard
or cast in place and shall
th the corrosion protection method
i for infiltration in accordance with the procedures
>pecifications Tor "Construction, A television survey
e construction period and will again be performed
nth (10t") month of the maintenance period. The
ig water introduced into the wastewater line during
gall be promptly corrected by the developer. All
va
f
cuum tested. The City's representative shall be
the testing reports shall be provided to the City
his work shall be the developer's responsibility.
All lift station design ;,,plans and specifications shall be submitted to the City Public
Works Departmenf"and TCEQ for review and approval prior to construction.
Developments which increase the flow to existing lift stations will be subject to a pro-
ata charge if sufficient capacity is available in the existing lift station or will be required
to increase the capacity of the existing facility. Lift stations and force mains shall be
designed and built for the upstream drainage area using a fully developed condition.
This will include off -site areas if applicable. Developers are responsible for the
construction of regional lift stations and force mains, as required by the Wastewater
Master Plan.
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7 MISCELLANEOUS REQUIREMENTS
7.1
7.2
7.3
Grading
A sheep -foot roller shall be utilized for compaction of all fill material.
Grading Permit
A grading permit (Exhibit 7.1) shall be obtained
within the City limits. Care shall be taken to av
shall be' it
material until grass is established.
storage, a grading plan shall be prel
State of Texas and submitted with .
proper compaction techniques used
Engineer registered in the State of
not within a stream or creek (floe
determines the fill is to be placed, ne
100-year floodplain shall be staked k
etlandsetcErosion protection
A.
1. No concrete
approval,, by
1:77• • ,
bi
id
fillii
Called
If fill is place
ared by a Pro`
ie grading pe
when plat
exas shall
or
stockpiling or filling property
g in drainage swales, creeks,
around stockpiled or stored
use other than stockpiling or
nal Engineer registered in the
Densities shall be taken and
I. In 1, all cases a Professional
11
at the proposed fill location is
Main. If the City's Engineer
r stream or possible drainage way, the
11
red surveyor.
be open 'cut by utility companies without City
:s crossing concrete streets shall be tunneled or
methods shall be approved by the City prior to
�n cut, by permit. Backfill above utilities shall be
cement. The asphalt pavement shall be repaired
3. All trench .backfill is'to be mechanically compacted to 95% Standard Proctor
Density within City rights -of -way. The compaction may be obtained by
mechanical tamping, rolling, etc. No water jetting is allowed. In the parkway,
the backfill material may be from the excavated trench, except no rocks larger
than two inches (2") shall be used. Material from rock or shale excavation
shall not be used. The contractor for the utility company or the utility company
shall furnish density reports from a materials testing company verifying the
densities. Densities shall be taken at each twelve -inch (12") lift at a maximum
spacing of 150 feet.
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B. Parkway Cleanup
The contractor for the utility
excess trench material from
sod.
company or utility company shall remove any rocks or
the parkway and replace any disturbed areas with grass
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CITY O F ANNA
FILL MATERIAL REQUEST FORM
The following property owner has requested to place fill material at the below noted property location(s). All fill
material placed is to be relatively clean and free from debris. The City of Anna is not responsible for any
placement, distribution, removal or testing of material that is placed at the below noted location. The City may
require that fill material be removed from the site, if discovered that non -suitable material has been placed.
Any fill material placed or dispersed at the designated site shall be graded and compacted so as to not
significantly affect or impede any existing drainage flow nor is it to be placed in any area designated as flood
plain. An engineered grading plan shall be submitted to the City for review, if deemed necessary by the City
Engineer. Methods of placement and compaction of fill material shall comply with City of Anna specifications.
Laboratory testing may be required at the discretion of the City Engineer. Placement of material can only occur
after a site review has been conducted by a City of Anna Engineering Department representative and approval
to place fill has been granted by the City Engineer. Signature of all below noted parties are to be in place prior
to fill material placement.
Proper erosion control devices may be required at
other erosion control devices are to be installed an
Areas or Locations of Fill Material Placement:
Signature of City of Anna Representative:
City Engineer Comments:
of the" -.City of!
the City prior
Phone:
(SEE BACK FOR INSTRUCTIONS)
uired silt fencing and
iterial placement.
EXHIBIT 7.1
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2.
3.
E�
INSTRUCTIONS FOR
CITY OF ANNA FILL REQUEST
Permanent Placement
A. Grading Plan prepared by Professional Engineer registered in the State of Texas.
Grading plan should have proposed and existing topography, including creeks,
draws, floodplains and existing tree locations.
B. Limits of fill to be staked in the field.
C. Erosion control shall be in the form of an approved `SW3P.
B. Items 1=B through 1-G
C. Material maV:not be sr
A.
Pro
B. All Contracts
have a copy
C. Contractors
Miscellaneous
ity approval.
naterial'' is
decided to be
d placed per 1-H and 1-I
er must sian aermit.
as permanent fill material, it shall be
furnishing material to the site shall sign the Fill Material Permit and
the receiving site or on each truck.
a signed permit shall be turned away from the site.
A. Violations of this permit can result in citations for owner and dirt generator with
fines up to $2,000.00 per violation.
B. City will inspect dirt placement.
C. All fill material placed is to be relatively clean and free form debris.
CATMIS102 Fill Request
CAT/em
EXHIBIT 7.1 Cont'd.
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7.4 Additional Permits or Approvals
Developer or developer's representative is responsible for obtaining any other
approvals or permits needed for their development, for example: TCEQ, FEMA, etc.
prior to start of construction. Permitting from TxDOT must be through the City. The
developer shall be responsible to prepare all necessary studies and documents
required to complete this process. Copies of the permits/approvals shall be furnished
to the City.
7.5 Retaining Walls
A. Retaining walls
greater than 3:1.
C
or concrete slope protection shal
No railroad tie retaining walls shall
All retaining walls shall be
D. Retaining walls four feet (4
Professional Engineer regist
furnished to the City.
E. Gabion retaining walls "
less than four feet (4') a
d ra
installed where lot slope is
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In CITY OF ANNA SPECIAL PROVISIONS
SECT1O
STANDARD' SPE
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MATERIALS AND CONSTRUCTION METHODS
STANDARDS:
All work included as a part of this contract shall be performed in accordance with the Standard
Specifications for Public Works Construction - North Central Texas, 4t" Edition, dated 2004, except
where noted otherwise in the City of Anna's supplemental "Special Provisions", the Special
Conditions, and the Special Specifications included in these Specifications and Contract Documents.
NOTE: The *symbol specifies that this item is also covered in the City of Anna's "Special
Provisions" to the "Standard Specifications for Public Works Construction, North Central
Texas". These Special Provisions are additional and modify the "Standard Specifications".
Item # Subject
DIVISION 200 — SITE PROTECTION & PREPARATION
201. Temporary Erosion, Sedimentation & Water
Pollution Prevention & Control
201.1. Description
201.2. Items of Work and Materials
2013, Pre -construction Submittals
201.4, Construction Requirements
201.5. Silt Fence
201.6, Interceptor Swale
201.7. Diversion Dike
201.8, Triangular Sediment Filter „Dike
201.9. Check Dam (Rock)
201010, Check Dam (Sand Bag)
201 A 1. Stabilized Construction Entrance
201,124 Stone Outlet Sediment Trap
201,136 Pipe Slope Drain
201014, Inlet Protection
201,15, Erosion Control Blankets
201.16.* Mulching
201,17, Measurement and Payment
202. Landscaping
202.1, Removal, Protection & Replacement of Trees,
Shrubbery, Plants, Sod, and Other Vegetation
2022, Topsoil
2023, Soil Amendments
202.4, Fertilizer
202.5. Sodding
202.6.* Seeding Turf -grass
202.7, Rejection
203. Site Preparation
203.1, Determining Location & Protection of Existing
Structures and Utilities
203.2. Maintenance of Streets During Construction
2033, General Site Preparation
203.4. Unclassified Street Excavation
203.5, Unclassified Channel Excavation
203.6. Borrow
203.7.* Embankment
203.8. Dust Control
1. Subgrade$ub-Base &Base Preparation
1.1. General
1.2.* Lime Treatment
1.3.* Portland Cement Treatment
1.4. Asphalt Emulsion Treatment
Flexible Sub -base or Base'(Crushed Stone /
301.6. Geo-textiles Used in Paving Applications
302. Asphalt Pavement
302.2 * Aggregates for Hot -Mix Asphalt Pavement
302,30 Bituminous Materials
302.4. Fibrous Reinforcement for Asphalt
302.5, Storage, Heating & Application Temperature of
Bituminous Materials
302.6. Emulsified Asphalt Treatment
302.7, Prime Coat
302.8. Asphalt Base Course
302.9, Hot -Mix Asphalt Pavement
302.10. Measurement and Payment
&* Portland Cement Concrete Pavement
303A Description
303.2.* Portland Cement Concrete Pavement Materials
303.3, Mix Design and Mixing Concrete
303.4, Equipment
303.5. Construction Methods
303.6. Alley Paving
303.7. Pavement Leave -outs
303.8.* Pavement Testing and Evaluation
303.9. Measurement and Payment
30 to PAVING UNITS
301,1. Solid Concrete Interlocking Paving Units
305. Miscellaneous Roadway Construction
305.1.* Concrete Curb and Gutter
305.2.* Concrete Sidewalks, Driveway Approaches, and
Barrier Free Ramps
305.3, Concrete Medians
305.4, Reinforced Concrete Headers
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Item it
Subject
DIVISION
400 — ROADWAY MAINTENANCE &
REHABILITATION
401.
Crack Sealing
401.1.
General
401.2,
Materials
401.3.
Methods
402.
PAVEMENT CUT, EXCAVATION, AND REPAIR
402.1,
General Requirements
402.2.
Minimum Size of Repair
402.3,
Sawing
402.4.
Replacing Paved Surfaces
403.
Asphaltic Pavement Repair
403.1,
Description
403.2.
Materials and Mixing
403.3,
Methods
403.4.
Measurement and Payment
404.
SURFACE TREATMENT
404.1,
Description
404.2.
General
404.3,
Slurry Seals and Micro-(Re)Surfacing
404.4,
Bituminous Surface Treatment (Chip Seal)
405.
Ultra -Thin Concrete Paving (WhiteTopping)
405.1.
Description
405.2,
Materials
405.3,
Construction Methods
405.4.
Measurement
405.5,
Payment
501 * Underground Conduit Materials
501.1. General
501.2, Clay Wastewater Pipe
501.3, Vitrified Clay Pipe for Micro -tunneling, Slip -lining,
Pipe Bursting; and Tunnels
501.4.* Concrete Press Iure Pipe and Fittings
501.5.* Reinforced Concrete Wastewater .Pipe with
Rubber Gasket Joints
501.6, Reinforced Concrete CUlvert,Storm Drain, Pipe
and Box Section
501.7.* Ductile -Iron Pressure Pipe and Fittings
501.8, Ductile -Iron Pipe for Pipe Rehabilitation
501.9.* Steel Pipe and Fittings
501.10. Seamless Copper Tubing
501 A 1. Corrugated Metal Pipe or Arch Shapes
501,12, Structural Plate Structures
5010130 Tunnel Liner Plates
501,14, Polyvinyl Chloride (PVC) Water Pipe
501,150 Polyvinyl Chloride (PVC) Pressure -Rated Pipe
(SDR Series)
501,164 Molecularly Oriented Polyvinyl Chloride (PVCO)
Water Pipe
Item # Subiect
501.17. Polyvinyl Chloride (PVC) Wastewater Pipe &
Fittings with Dimension Control
501.18. Polyvinyl Chloride (PVC) Profile Gravity
Wastewater Pipe and Fittings — For Direct Bury
and Slip -lining Applications
501,19, PVC Composite Pipe for Wastewater Conduits
501,20, Polyvinyl Chloride (PVC) Corrugated Storm
Water Pipe with Smooth Interior and Fittings
501,21, Solid Wall Polyethylene Plastic Pipe for Water,
Wastewater, and Pipe Rehabilitation
501,22, Pplyethylene (PE) Large Diameter Wastewater
Pine with Modified Wall Profiles & Performance
501.23 ,Polyethylene (PE) Corrugated Drainage Tubing
and Corrugated Smooth Lined Storm Water Pipe
and Fittings,
501.24o Fiberglass (Glass -Fiber -Reinforced
Thermosetting -Resin) Wastewater Pipe
502. Appurtenances
502.2:-' Wastewater Main
502.3.* , ..Fire Hydrants
502A, Thrust Restraint
502.7. Performed`flexible Conduit Joint Sealant
502.8, Polyethylene Wrap For Metal Pipe Fittings
502.9, Corrosion -Resistant Coatings and Liners for
Wastewater Conduit and Appurtenances
502.10.
Connections To Conduit For Service
502.11.
Miscellaneous Conduit Connections
502.12,
Structures
503.
Trenchless Installation
503.1,
Conduit Materials
503.2,
Tunnel/Chasing Pipe Spacers
503.3.
Methods of Jacking, Boring or Tunneling
503A%
Measurement and Payment
504.
Open Cut— Backfill
504.1,
General
504.2,
Materials
504,31*
Excavation and Foundation
504A,*
Backfill-General Requirements
504.5
Embedment
504.6.
Final Backfill
504.7.
Measurement and Payment of Backfill
505.
Open Cut — General Conduit Installation
505.1.
General
505.2.
General Installation Requirements for Pipe
Types
506 *
Open Cut — Water Conduit Installation
506.1.
Description
506.2,
Materials
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Item It
Subject
506.3.
Laying Water Conduit
506.4,
Pipe Joints
506.5.
Hydrostatic Test
506.6.
Connections to Existing Water Conduits
506.7.
Purging and Disinfection of Water Conduits
506.8,
Plugs
506.9.
Measurements and Payment
507.
Open Cut — Wastewater Conduit Installation
507.1,
Description
507.2.
Materials
507.3,
Laying Wastewater Conduit
507.4.
Wastewater Conduit Joints
507.5.
Test and Inspections
507.6.
Measurement and Payment for Wastewater
Conduit Installation
508.
Open Cut — Storm Water Conduit Installatioi
508.1,
Description
508.2.
General
508.3,
Reinforced Concrete Pipe for Storm Water
508.4.
Corrugated Metal Pipe
508.5,
Structural Plate Conduit
508.6.
Measurement and Payment for Storm Water
Conduit Installation
509.
Crossings
509.1,
General
509.2.
State Highway Crossings
509.3.
Street and Alley Crossings_
509.4,
Railroad Crossings
509.5.
Creek and River"Crossings
All
509.6.
Measurement and Pavment of Crossings
601.
Pipeline Rehabilitation
601.1.
Description)
601.2,
General
601.3.
General Materials
601.4,
General Methods
601.5.
PVC Expanded -In -Place (Fold4i Form)
601.6.
Polyethylene (PE) Expandeddn-Place (Deform
Reform)
601.7,
Cured -In -Place Pipe Liner (CIPP Liner)
601.8.
Pipe Bursting With Polyethylene
601.9,
Pipe Bursting With Rigid Pipe
601,10,
Polyvinyl Chloride (PVC) Profile Gravity Liner
Pipe (Segmental Sliplining)
601,11,
Measurement and Payment
602.
Rehabilitation of Manholes or Underground
Vaults
602.1.
General
602.2,
Submittals
602.3.
Quality Assurance
Item #
Subiect
602.4,
Delivery, Storage and Handling
602.5.
Rehabilitation
602.7.
Inspection and Testing
6012.8.
Measurement and Payment
603.
Abatement of Coatings Containing Heavy
Metals
603.1,
General
603.2.
Job Plan
603.3,
Testing
603.4,
Monitoring
603.5,
el r
Protection
603.6.
Lead -Based Coating Removal
603.7. `
Lead Based Coating Encapsulation
603.8. \
Clean -Up and Disposal
603.9,
Payment
DIVISION
700 -STRUCTURES
701.
General Structures;,.
701.1. Structural Wood Products
70121 tructural Excavation
701.3. Structural Bolting
702. Concrete Structures
702.1, Concrete Structure Materials
702.2. > . Mix Design and Mixing Concrete for Structures
702.3. Mix Design '& Mixing Lightweight Concrete for
702.4.
Constructing Concrete Structures
702.5.
Pre -stressed Concrete for Structures
702.6.
Pneumatically Placed Concrete (Gunite)
702.7.
Drilled Shaft Foundations
702.8.
Pre -cast and Cast -In -Place Concrete Units
703.
Steel Structures
A*
Description
703.2.
Materials for Steal Structures
703.3,
Steel Structure Construction
703A,
Painting Metal Structures
703.5.
Measurement and Payment
704.
Piling
704.1,
Piling Materials
704.2,
Driving Piling
704.3,
Penetration
704A,
Bearing Resistance
704.5,
Constructing Cast -In -Place, Pre -Stressed
Concrete Piling
704.6.
Measurement and Payment
DIVISION
800 — MISCELLANEOUS CONSTRUCTION &
MATERIALS
801.
Barriers, Warning & Detour Signs, & Fences
801.1.
Barriers and Warning and/or Detour Signs
801.2,
Metal Beam Guard Fence
801.3."
Railing
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Item # Subiect Item # Subiect
801.4, Chain Link Fence 804.3, Galvanizing
801.5.* Wire Fence 804.4. Measurement and Payment
802. Steps and Retaining Walls 8052 ` Electrical Components and Conduit
802.1, Concrete Steps 805.1, Description
802.2, Concrete Retaining Walls 805.2, General Requirements for Electrical Components
802.3, Segmental Retaining Wall Systems 805.3.* Materials
802A, Cofferdams 805A, Conduit Construction Methods
803. Slope and Channel Protection 805.5. Measurement and Payment
803.1, Articulating Concrete Block 806. Metals Materials
803.2.* Gabion Structures 806.1. General
803.3, Riprap 806.2, Structural Steel
803.4. Geotextiles Used in Drainage and Stabilization 806.3, ' Fprgngs
Applications 806,4. Castings;
804. Painting and Other Protective Treatments; 606.5. Copper
Pavement Marking
806.6. Bolts, Nuts, and Washers
804.1. Description
804.2. Painting and Marking
I:\city admin4�dminishation�natha\city council\city counci1�2012\I2-I 5-12�tem 8 -design standardsGtem 8 -sec-86 m&cm.docx M[fc Cli�%�%
CITY OF ANNA$ TEXAS
SPECIAL PROVISIONS
TO THE
NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
MATERIALS AND CONSTRUCTION METHODS
The North Central Texas Standard Specifications shall be modified and clarified by the addition of the
following requirements to the various items. Except when specifically stated, none of the requirements
shall be deleted.
)TECTION AI
ITEM 201.16 MULCHING
Slope and drainage channel
Hydromulch Seeding mixture ai
ITEM 202.2 TOPSOIL
ITEM 202.E
202.2.3.
Add the foil
A minimum of t
thorouahfare med
A mix of seed shall be u;
202.6.4 Construction M
Add as follows:
(4)
and pla
ig shall be in conformance with Item 201.16.
all be Ias required under Item 202.6:
r
inches of ..topsoil shall be provided on all major
ights-of way and on all earthen channel slopes. This
m fro` offsite. The City will approve material prior to
and substitute:
Reserve and Span
gle Top Grass Seeds
— Unhulled: (April —August)
g seasons.
in overlappin
All seeding operations shall be performed by either "Drilling" or "Cultipacker"
process or approved equivalent. Seed shall be covered by +'/4" Topsoil.
202.6.4.1 Description
Add the following:
The Contractor sha
"
ll maintain the seeded areas including watering
until a Stand of Grass" is obtained. A "Stand of Grass" shall consist of
7576 to 809/6 coverage, a minimum of one (1) inch in height. Re-
seeding will be required in washed areas.
m&cm-city.docx
ITEM 203.3 GENERAL SITE PREPARATION
203.3.2 Construction Methods
Add the following: Unless otherwise approved in wrng by the City of Anna,
where excavation to grade established in the field by the Owner terminates in
loose or solid rock, the Contractor shall excavate 6-inches below the required
subgrade elevations for the entire roadbed width and shall backfill with suitable
selected materials as indicated on the plans. Suitable selected material shall
include lime treated subgrade or a base material having a plasticity, index not
greater than 12. Payment for such work will be made under the items of
unclassified street excavation, lime treated subgrade and hydrated lime. The 6-
inch lime treated subgrade or base shall be compacted to 95% density.
ITEM 203.7 EMBANKMENT
ITEM 301
ITEM 301.2
203.7.2 Construction Methods
Add the following para�
as embankment to cor
of the channel shall be
in the City of
a sha
the channel which is used
ade and cross-section
cted to not less than 95%
owing: `" Prior 'to final compaction of subgrade, samples of the
aerial shall be collected by a testing laboratory approved by the City,
y tests made to determine the amount of lime required.
�tion rate for hydrated lime shall be selected to obtain at least the
rie `percentage indicated by test method ASTM C977-83a, Appendix
r, not_ less than 27 lbs. per S.Y. shall be applied. A Geotechnical
report `reflecting the recommended application rate and including
test'data shall be submitted in writing to the City, for approval prior to
any lime treatment. Laboratory test may be waived provided a
f 36 lbs, per S.Y. is applied.
LIME TREATMENT (Add the following)
The lime treated subgrade shall be moist cured until covered by other base or pavement
up to fourteen (14) days after final compaction. After 14 days without covering an
application of 0.10 to 0.20 gallons per square yard emulsified asphalt shall be applied at
the Contractor's expense. Reapplication of emulsified asphalt may be required if lime
treated subgrade is not covered shortly after first application. Lime treated subgrade may
be covered by other base or Pavement when densitv of 95% of maximum at optimum
moisture content is obtained.
301.2.1.2 Quicklime (dry) shall not be used in the construction of roadway work in the
City.
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ITEM 301.3 PORTLAND CEMENT TREATMENT
Add the following: Portland cement modification of subgrade soils is not approved in
Anna. Subgrade soils means natural ground or embankment encountered in the
construction.
ITEM 301.5 FLEXIBLE SUB -BASE OR BASE (CRUSHED STONE /CONCRETE)
General: Add the sentence: No local limestone material shall be used as flexible base
(crushed limestone) on Anna paving projects, unless, otherwise shown on the plans.
ITEM 302 ASPHALT PAVEMENT
ITEM 302.2
Central Mixing Plant
Add the following: When a fly ash admixture is u
of Portland cement concrete, separate silos shall
provisions shall be made for individual measurem
Finishing
Add the following: The finis
is expected to meet certa
durability, texture, riding
dense and well bonded,`to
satisfactory to the Owner.,
(exposed aggregate) due
improper curing, ;extreme
riding surface shall,be rem
with Type I cement in the production
%provided for fly ash and cement and
d concrete pavement construction under these specifications
quality standards for surface `of the concrete including the
face and appearance. The surface must be durable, firm,
ggregate;to`maintain an appearance and texture which is
m Xete pavement having a poor surface which has spalled
poor quality paste, high water -cement ratio, over -vibration,
nd replaced at'the Contractor's expense. It is extremely
!e a good ':rideable surface. free from undulations and
shng of pavement `shall include the use of power -driven spreaders,
ng type power -driven vibrators, power -driven transverse strike -off, and
The concrete pavement shall be consolidated by a reciprocating type mechanical
vibrator. As soon as the concrete has been spread between the forms, the mechanical
vibrator shall be operated to consolidate the concrete and remove all voids. Hand
manipulated;vibrators shall be used for areas not covered by the mechanical vibratory
unit.
The transverse finishing machine shall first be operated to compact and finish the
pavement to the required section and grade, without surface voids. The machine shall
be operated over each area as many times and at such intervals as directed. At least
two trips will be required and the last trip over a given area shall be a continuous run
of not less than 40 feet. After completion of finishing with the transverse finishing
machine a transverse drag float may be used.
After the floating has been completed and the excess water removed, but while the
concrete is still plastic, the surface of the concrete shall be tested for trueness with an
approved 10-foot steel straightedge furnished by the Contractor. The straightedge
shall be operated from the side of the pavement, placed parallel to the pavement
centerline and passed across the slab to reveal any high sports or depressions. The
straightedge shall be advanced along the pavement in successive stages of not more
\city adminladminishation\natha\city council\citycounci1\2012U2-18-12�tem8-design standards\item8 — SEGOC ITL&CITl—CIty.dOCX AMCAIL'-3
than one-half its length. Practically perfect contact of the straightedge with surface will
be required, and the pavement shall be leveled to this condition, in order to insure
conformity with the surface test required below after the pavement has fully hardened
and to insure a smooth rideable surface. Any correction of the surface required shall
be accomplished by adding concrete if required and by operating the longitudinal float
over the area. The surface test with the straightedge shall then be repeated.
After completion of the straightedge testing and surface correction the surface of the
pavement shall be finished by an approved method. Methods available for pavement
surface finish including a burlap drag finish, a broom finish or a belt finish. Unless
otherwise shown on the plans, the pavement surface shall be finished with the burlap
drag.
a. Burlap Drag Finish
b.
If the surface texture is to be a drag
seamless strip of damp burlap or
surface of gritty texture after",drab
pavement. For pavement 16 feet or
bridge which travels on the forms.
inish; a drag shall be used; it shall consist of a
�ottonfabric, and it shall produce a uniform
Bing it,' longitudinally along the full width of
more in width, the drag shall be mounted on a
The diameter of the drag shall be such that a
strip of burlap or fabric at least 3 feet I wide is din contact with the full width of
pavement surface while the drag is used. The drag. shall consist of not less than
two layers of burlap with the; bottor
upper layer. The drag ;shall be ,ma
surface is of uniform appearance of
in depth. Drags shall be%maintaine
that cannot be cleaned shall be disc
Ayer approximately 6 inches wider than the
�in ad in such.Fa condition that the resultant
IF
reasonably free from gravels over 1/16-inch
can and free from encrusted mortar. Drags
led and new drags substituted.
If,the surface texture is to be broom finished, it shall be applied when the water
sheen has practically disappeared. The broom shall be drawn from the. center to
the edge of the pavement with adjacent strokes slightly overlapping. The broom
erati opon `shall be so executed that the corrugation. produced in the surface shall
be uniform in appearance and not more than 1/16-inch in depth. Brooming shall be
cI
mpleted before the concrete is in such condition that the surface will be torn or
unduly roughened by the operation. The surface thus finished shall be free from
NO and porous areas, irregularities, and depressions resulting from improper
handling of the broom: Brooms shall be of the quality, size, and construction and
shall be operated to produce a surface finish meeting the approval of the Owner.
Subject to the 'approval of the Owner, the Contractor may be permitted to
substitute mechanical brooming in lieu of the manual brooming as herein
described':;;;
c. Belt Finish
If the surface texture is to be belt finish, when straightedging is completed and
after sheen has practically disappeared and just before the concrete becomes
non -plastic, the surface shall be belted with a 2-ply canvas belt not less than 8
inches wide and at least 3 feet longer than the pavement width. Hand belts shall
have suitable handles to permit controlled, uniform manipulation. The belt shall be
operated with short strokes transverse to the centerline and with a rapid advance
parallel to the centerline.
• Hand Finishing
I:\city ndmin�administration�nathalcity council\city counci1�2012\12-18-t2�temg-design standards�tem8 - SPEC-°C 1118GCffi-Clty.dOCX 1�1(�Cli'iC-�
Hand finishing of concrete pavement will be permitted in areas where it is not practical
or possible to construct with finishing machines. These areas include, but are not
limited to, intersections, left turn, lanes, crossovers, transition areas and where the
pavement width is not uniform. In all hand finished areas. one-half M) extra sack of
cement_per cubic yard of concrete shall be used in the mix. In hand finished areas, the
concrete shall be struck off with an approved strike -off screed to such elevation that
when consolidated and finished the surface of the pavement shall conform to the
required section and grade. The strike template shall be moved forward with a
combined transverse and longitudinal motion in the direction the work is progressing,
maintaining a slight excess of material in front of the cutting edge. The concrete shall
then be tamped with an approved tamping template to compact the concrete
thoroughly and eliminate surface voids and the surface screeded to required section.
After completion of a strike -off, consolidation and transverse screeding, a hand -
operated longitudinal float shall be operated to test and level the surface to the
required grade.
Workmen shall operate the float from approved bridges;; riding on the forms and
spanning the pavement. The longitudinal float shall be held'in contact with the surface
and parallel to the centerline/and operated with short longitudinal strokes while being
passed from one side of the pavement to the other: If contact With the pavement is not
made at all points, additional concrete shall be placed,. if required, and screeded, and
the float shall be used to produce a satisfactory surface. Care shall be exercised to
keep the ends of the float from digging into the s"urface of the pavement. After a
section has been smoothed so that the float maintains contact with the surface at all
points in being passed from one side to the other, the bridges may be moved forward
half the length of the float and the operation repeated. Other operations and surfaces
tests shall ibe,as required for machine finishing.
After the final finish, b
pavement along each
be worked with an
A well-defined and
mortar finish
afore .the concrete has taken its initial set, the edges of the
of each slab, and on each side of transverse expansion
✓arse construction joints, and emergency construction joints
approved tool and rounded to the radius required by the
continuous radius shall be produced and a smooth, dense
surface of the slab shall not be unduly disturbed by tilting
At all :joints, 'any ,tool marks appearing on the slap adjacent to the joints shall be
elimiriated by brooming the surface. In doing this, the rounding of the edge shall not
be disturbed, All concrete on top of the joint filler shall be completely removed.
All joint shall be tested with a straightedge before the concrete has set, and correction
shall be made if one side of the joint is higher than the other or if they are higher or
lower than the adjacent slabs.
ITEM 303 PORTLAND CEMENT CONCRETE PAVEMENT
ITEM 303.8 PAVEMENT TESTING AND EVALUATION
303.8.2 Pavement Thickness Test
Delete in its entirety and substitute therefore the following:
Upon completion of the work and before final acceptance and final payment shall
be made, pavement thickness tests shall be made by the Contractor. Tests shall
be made at 400-foot spacings along the length of the pavement. In the event a
1:\cityndmin\ndministration�na�ha\city council\citycounci1\2012\12-18-12Gtem8- design slandards6tem8 ' SCGOC ITiCX.CITl-Clty.dOCX /l�%�CAIC-.S
ITEM 305
EM
IT305.1
ITEM 305.2
deficiency in the thickness of pavement is revealed, two (2) subsequent sets
necessary to isolate the deficiency shall be made - one at a jointed section prior
to the deficient station and one at a iointed section following the deficient station.
Additional tests shall be obtained as necessary, at iointed section intervals to
isolate the deficient area. Removal and replacement of concrete shall extend to
joint boundaries, the full width of pavement section. If the average thickness of
pavement in a particular section is less than called for on the plans, the
pavement section shall be removed and replaced with the correct thickness,
extending to joint boundaries, the full width of the pavement section, at the
Contractor's entire expense. No additional payment over the contract unit price
shall be made for any pavement of a thickness exceeding that required on the
plans.
303.8.3 Pavement Strength Test
Revise the first paragraph to read: During,the
or a commercial laboratory shall cast test cyli
on the strengths of the concrete being placed
Add to the 5th paragraj
days after the 28-day
laboratory. All test core
Contractors expense. C
the deficiency ,arid two
section prior to the 'defi
deficient station.,=Additi
section intervals to iso
concrete shall extend ,to
:nd the 2nd ;
mum
specif
�ved and rep
nches;
305.2.2.2 Reinforcement
joi
rat
est cores shal
results have
III be obtainer
I) core shall b
of the work, the Inspector
beams to maintain a check
be obtained within five (5) working
peen provided by the commercial
�y a commercial laboratory, at the
obtained in the immediate area of
hall be'obtained - one at a 'oi a rated
station and one at a iointed section following the
cores shall be obtained as necessary, at 'oii rated
the deficient area. Removal and replacement of
boundaries, the full width of pavement section.
i cores
on Page. 217 to read "Pavement not meeting the
strength ;after cores have been tested shall be
Contractor's expense."
shall be lapped a minimum of 30 diameters of the bar or
sr is greater.
Revise the first sentence to read:
Driveway approaches and walk reinforcing shall be No. 3 bars on 18-inch
centers.
305.2.3 Construction Methods
General: Add to end of first paragraph:
The drive approach shall have a minimum thickness equal to the thickness of
the adjacent street or 6 inches, whichever is greater.
305.2.3.7 Joints
Revise second sentence to read:
Expansion joints shall be placed in the sidewalk at 20-foot intervals or as
otherwise specified by the Owner.
DIVISION 400 —ROADWAY MAINTENANCE AND REHABILITATION
DIVISION 500 —UNDERGROUND CONSTRUCTION &APPURTENANCES
ITEM 501 UNDERGROUND CONDUIT MATERIALS
ITEM 501.4 CONCRETE PRESSURE PIPE AND FITTINGS
C302 Reinforced Concrete Pressure Pipe, None,, Cylinder Type, for Water and Other
Liquids, and C300 Reinforced Concrete Pressure Piper
e, Steel Cylinder Type, for Water
and Other Liquids are not approved for use in the "City, unless otherwise shown in the
plans or approved in writing. Reinforc1 INed concrete cylinder pipe in sizes 16 inches through
21 inches shall be Pretensioned Pipe Type"C303. ror; pipe 42" inches in diameter and
above the pipe shall be Prestressed Pipe Type G301. Between"24, inches and 36 inches
the pipe furnished may be either type. All pipe shall be designed to withstand the working
pressure and external load" as shown`in the plans.
AN
IN le IN 'A4
ITEM 501.5 REINFORCE CONCRETE WASTEWATER PIPE WITH RUBBER GASKET JOINTS
11
ASTM Designation C76 and shall be of the Thick Wall Pipe design with aggregates
consisting of limestone aggregate in the proportion of at least 75 percent by weight of the
total aggregates, unless otherwise"', provided in the Special Conditions to the
IN
Specifications.IN 11
ITEM 501.7 DUCTILEIRON PRESSURE PIPE AND FITTINGS (Add the Following)
Minimum design,thickness for all,Ductile-Iron Pipe installed shall be Class 50 on sizes 12
inches and smaller, and Class 51 on sizes 14 inches and larger.
ell
IN
IN III:
ITEM 501.9 STEEL PIPE AND FITTINGS
501 9 "2" " 'Applicable StandardN 6ecifications (Add the following)
"I Ile
Contractor ,shall;"submit a written certification that the pipe has been
IN
manufactured and tested in accordance with the applicable standards.
The pipe shall be manufactured, fabricated, coated and lined by a single
manufacture being a certified member in good standing of the Steel Plate
Fabricators Association (SPFA).
501.9.3 Pipe and Fitting Requirements
Substitute the following for the sentence following (2) Wall Thickness: All steel
pipe to be furnished for this project shall be designed in accordance with
AWWA MI 1 for the most critical application of internal pressures and external
loads. The following design conditions shall apply:
Internal Pressure (Design to account for working and surge together)
1) Working Pressure of 200 psi
2) Surge allowance of 250 psi
u
ncil\2o1z\12-1g-1Z\itemB-design stanaarasGtem8 -sec-8c m&cm-city.docx aIMen�re-�
External Loading for Buried Pipe
1) External loads shall be comprised of the weight of the backfill together with
live and' impact loads. Earth loads shall be calculated based on ditch and
positive projecting conduit. The earth load for the pipe design shall be the
greater of the above two conditions.
2) External live loads shall be at least equivalent to AASHTO HS-20 loading.
3) Modulus of soil reaction (E') < 1000 psi
4) Unit weight of fill (w)> 120 pcf
5) Deflection lag factor (DI) (1.0)
6) Bedding constant (K) = 0.100
7) hw = h = depth of cover above top of pipe
8) Maximum deflection in percent of pipe d
AWWA MI 1, latest edition, as calculatE
cross section of pipe wall:. MomentofAn
included in calculati6n of maximum defle
vailable
Mortar -lined
The maximum t
than 50 percent
co
501.9.4 Joints: Add the
mbined stress
f the minimum
mbined stress;
minimum yield
of pip
on
r `shall be ad determined by
,moment of inertia of steel
cement mortar shall not be
ng pressure shall be no greater
18,000 psi, whichever is less.
i on test pressure shall be no greater than
gth or 24,000 psi, whichever is less.
pe joints shall be as follows, as indicated on the Drawings or as
Flanged,joints shall be provided as a minimum at all flanged valves, meters
a:'' Flanges:' Unless otherwise noted, flanges shall conform to the
requirements of AVWVA C207, Table D, E or F as required.
Flange Bolts and Nuts: Shall be furnished in size and numbers
stipulated in AWWA C207. Unless otherwise indicated, bolts shall be
carbon steel to meet the requirements of ASTM Designation A307,
Grade B for regular joints.
2) Restrained Lap -Welded slip joints (expanded bell) with a single fillet weld.
3) Carnegie -Shape Rubber Gasket Joint: Bell and spigot rubber gasket joint
will be furnished with the bell end of the pipe mechanically expanded to the
required internal diameter and the spigot end furnished as a sized
Carnegie shape welded to the opposite end of the pipe. The expanded bell
and Carnegie spigot shall be designed such that when the pipe is laid and
jointed, it will be self-centered, and the 0-ring rubber gasket will be
enclosed tightly on all four sides and confined under compression
adequate to ensure watertightness. Gaskets to be full -face for use with flat
�:���cY Ta�,�n4,a�,in�scraeu�Hau,a�c�ty couno���oity coancil\2012\12-18-12\itzn, 8 -design st;u,darcls\item 8 -sec-8c m&cm-city.docx rIMchIc-s
ITEM 502.3 FIRE
502.
face flanges and ring type for use with raised face flanges. Gasket material
for water service pipe shall be cloth inserted rubber sheet, 1/8-inch thick or
red rubber, ASTM D1330, Grade 1. Gasket material for air piping shall be
as above, but of EPDM.
4) Mechanical Couplings: Mechanical couplings designed to provide a stress
relieving flexible joint shall consist of a cylindrical sleeve, two gaskets, two
follower rings and a set of bolts and nuts.
u
a. Sleeves: Manufactured of
smaller. ASTM A36 steel
sleeve length shall be five
inches for pipe 14-inches
larger than 24-inches. .
11
Follower Rings: Ductile I
Bolts and Nuts:
hexagon nuts,.
Gaskets: Shall be of
ASTM A53 steel, for sizes 10-inches and
for sizes 12-inches and larger. Minimum
in for pipe 12-inches and smaller, 7-
through 24-inches, and 10-inches for pipe
AISI CI 020 Steel.
heavy semi -finished
itable for operating conditions.
otherwise noted.
Manufacturer: `Baker 200, Dresser Style 39; Rockwell Series 411 or
approved equal _
fire
Inlet Connection: Unless otherwise specified the inlet connection shall `be a
six (6) inch standard mechanical joint complete with all joint accessories.
The inlet shoe be cast of the same or stronger metal than the lower
barrel to,,<prevent impact damage of the shoe. The interior of the shoe,
ncluding'the lower valve plate and/or cap nut shall have a protective epoxy
coating of at least 4 mils applied in the shop. If a cap nut is utilized it must
be locked in place with a stainless steel lock washer or similar non-
corrosive device and all machined surfaces must be protected from water
intrusion to prevent corrosion and assure ease of field teardown or
maintenance.
(b) Main Valve: The main valve shall be reversible compression type, closing
with the pressure and shall be not less than 5-1/4" in diameter.
Composition of the main valve shall be molded rubber or neoprene having
a durometer hardness of 90 + 5 and shall be not less than V thick to
protect against hydrant chatter and give long term durability.
(c) Outlet Nozzles: All hydrants shall be "three way", equipped with two hose
nozzles and one pumper nozzle.
1:\city admin�administrntion�nalha\city council\city counci1�20t2\t2-18•I2Gtem 8 - design standardsGtem 8 ' SCGOC ITI�CTTL-CIty.UOCX /V%�CIi'iC-9
(d) Diameter Outlet Nozzles: The hydrant shall have two hose nozzles, two
and one-half (2-1/2") inches nominal I.D., and one pumper nozzle four and
one-half (4-1/2") inches nominal I.D. with Natural Standard Hose Threads.
(e) Nozzle Attachment: All nozzles shall be mechanically connected into the
barrel and have "0" Ring pressure seals to provide a positive seal between
nozzles and hydrant barrel. A suitable nozzle lock shall be provided and
shall be stainless steel or bronze. Nozzles shall not be caulked in.
Nozzle caps shall be furnished with pentagon nut the same size as the
operating nut. They shall be furnished with interior rubber gaskets that will
seat against bronze nozzles. All caps shall be secured to hydrant barrel by
heavy duty non -kinking chains with a chain loop on each cap that permits
free turning of the cap, for speed and ease of removal by fire fighters.
(f) Operating Nut: The operating nut 'shall be non -rising, pentagonal shape,
measuring 11,,,1/8" at the, top and 1=1/4" at °the base from point to flat.
Pentagon shall have a depth of at `least FI one and one -quarter inch
IF
The hydrant shall,be constructed in such a mannerthat the operating nut,
"0" Rings and washers can be removed :a,nd replaced, without removing the
bonnet. All bearing',surfaces of the operating nut shall i be, bronze.
IF
(g) Holddown Nut: Holdd,own nut must have intregal weather seal. Resilient
seal between holddown nut and operating nut shall prevent debris entry to
protect operating I
nut from damage.
(h) Lubrication Re
servoir:'The hydrant shall have a completely "0" Ring sealed
oil reservoir vvith; a minimum of two (2) "0" Ring pressure seals to prevent
contamination of the oil around the operating parts of the hydrant. The oil
reservoir Shall be cast in such a manner that all operating parts shall be
repairable without removal of the bonnet to facilitate repairs and shall be of
a design that all bearisurfaces and threaded parts will be automatically
lubricated upon each,;' 0 1 peration of the hydrant. If bearing surfaces are not
lubricated, the design shall keep operating friction to a minimum. A high
wear resistant thermoset plastic anti -friction washer shall be in place above
the thrust collar. to;,minimize operation torque and facilitate long term ease
of operation. The operating threads must be sealed against contact with
water „to all times regardless of open or closed position of main valve. The
hydrant shall have the capability of field personnel to visually. check oil
level and 'add additional oil if needed. Filler and inspection plug shall be
repessed or flush type.
(i) Traffic Feature: Hydrants shall be "traffic model" having upper and lower
barrel joined approximately two inches (2") above the groundline by a
breakable "swivel" flange providing 360 degree rotation of the upper barrel
for nozzle positioning and must be capable of rotating barrel with line
pressure on. The groundline shall not be less than eighteen inches (1831)
below the centerline of the lowest nozzle and shall be clearly marked in a
permanent manner on the lower barrel. A breakable stainless steel stem
coupling shall join the two-piece stem adjacent to the ground line flange.
Screws, clevis pins, fasteners or bolts used in the coupling shall be Series
300 stainless steel. The weakened portion of the stem coupling shall be
located to divert pressure from the stem coupling directly to the upper and
lower stems when torque is applied in seat ring removal.
I:\city admin\adminislration\natha\city council\city council\2012\I2-18-12Gtem8-designstandards�tem8 — SeG�C ITI(X.CTIZ—Clty.docx r��enre-�o
Design of the coupling shall be such that when the coupling is broken, no
part of the coupling will shatter or come loose and fall into hydrant and the
break will not occur through the pins or bolts holding the coupling to the
stem.
Q) Drain Valve Assembly: Hydrants shall be equipped with two drain valves
which drain the barrel when the hydrant is closed and seal shut when the
hydrant is in the open position. The upper valve plate,' seat ring and drain
ring (shoe bushing) must be bronze and work in conjunction to form an all
bronze drainway. Upper valve plate if not bronze, must be epoxy coated.
The bronze seat ring shall be a minim. um 5-1/4" inside diameter and shall
thread into a bronze drain ring forming an all bronze drainway with two (2)
11
drain outlets for double protection against drain clogging and corrosive
dIN
amage. All bronze components shall have less than 16% zinc alloy,
Grade A to give high corrosion resistance as recommended 'in Section 2.1,
Table I of American Water Works,:.ssociation Ill Standard C-502. Seat ring
seals shall be "0" Rings. Hydrant shall bIN
e designed so that during opening
and closing operation(s), water pressure force,flushes the drain valve and
drain openings to prevent clogging, thus �Ilowing barrel drainage:
(k) Repair: All. internal operating ..parts shall he removablefrom above ground
level with a' liahtweiaht stem wrench.
(I) Provisionsfor Extension: All ;hydrants shall be capable of being extended to
accommodate future ;grade changes without excavation. Extension of the
hydrant shallI., be made.by adding at the gioundline flange a new coupling
anstem section. equal 'to d the length Nof the extension. This must facilitate
easy field.grade%adjustment.ell
Stem extensions made by adding new section of stem to the threaded
section of the stem at the top of the hydrant will not be accepted.
in
kits must be available from manufacturer in six-inch (6")
ure Loss and Working Pressure: Pressure loss through one (1) four
ne-half inch (4-1/2") nozzle at 1000 GPM shall not be more than 5.0
�:����Y�a�,���,a�„�s«,rio��2d,a�o�tycounc���citycu�nci��2�12��2-�8-�Z��e�,8-desigostandardsGtem8 -sec-8c m&cm-city.docx ar�e�le-�1
ITEM 502.E VALVES
502.6.2 Resilient -Seated Gate Valves for Ordinary Water Works Service
Uniess otherwise approved in writing, all Gate Valves for direct buried service in
the City's distribution system, 6 inches through 12 inches in diameter, shall be
Resilient Seated Gate Valves that conform strictly with the latest specification
C-509 of the American Water Works Association Standards and must comply
with the following supplementary details, changes or additions.
(a) Body: Gate valves shall be iron body designed for a working pressure of
250 psi. All valves shall be hydrostatically tested at 200 psi and shell tested
at 500 psi. Any leakage during testing shall be cause for rejection. For ease
of repair the body, bonnet and stuffing box shall be flanged together with
ASTM Grade B bolts and nuts. Each valve shall have the maker's initials,
pressure rating, and year in which manufactured cast in the body.
(b) Stems: Stems shall be machined' from i!manganese bronze rod with an
integral forged thrust collar machined to sizeIeThe stems shall be non -rising
and equipped for nut operation, which shall be Ill I'll. ellopened by turning to the
left.
'Ili ellel.
(c) Stem Sealsl I
: The seals shah consist of twb "0" rings above and one "0" ring
below the thrust collar. Ananti-friction washer shall be located above and
below the thrust collar for operating torque.
lee I
(d) Stem Nut: The stem inut, shall be ASTM'B .62 bronze.
guide c�
srface
The wedge shall `be cast iron, fully encapsulated in
nplying with 1'% 1 D2000. Wedge must have molded
enting the disc' from tilting downstream during operation.
p bearings made of polymer bearing material to provide
between the wedge guide and valve interior.
tive Coatings: All valves furnished under these
be painted on the exterior as specified in AWWA C509
etal surfaces in the internal part of the valve shall be protected
epoxy coating `to a nominal thickness of 10 mils for corrosion
�d shall be of a color that is easily identified as an epoxy
The proguard fusion epoxy coating shall fully comply with AWWA C550
.and certified NSF 61. The coating shall be `non -toxic and shall not impart
taste to water. The coating must be formulated from materials deemed
acceptable per the Food & Drug Administration Document Title 21 of the
Federal Regulations of Food Additives, Section 121.2514 entitled Resins
and Polymeric Coatings. The coating shall `have a satin finish and shall be
suitable for field overcoating and touchup with the same coating' material
without sanding or special surface preparation, or application of heat in
excess of room temperature.
(g) Experience and Certification: Valves, furnished under these specifications,
shall be manufactured by a firm that has been producing valves of this
general type continuously for. thepast `five (5) years. Each company or.
]:\city admin\administration\natha\citycounci]\citycounci]\2012\12-18-12dtem 8-design standards6tem 8 — sec4c m&cm-C1ty.docxe MWAIC42
manufacturer supplying valves under these specifications shall have on file,
with the City of Anna, approved records of experience and detailed
drawings of the proposed valves. Drawings shall cover the specific valve to
be furnished for installation and shall show all dimensions including metal
thickness, construction details and materials used in all parts of the valve
together with ASTM Designation and Structural properties of these
materials.
The manufacturer shall furnish to the City of Anna, a Certification that the
valve complies with the specifications without any exceptions. This
certification shall apply to specific valves being installed within the City
water distribution system. The certification shall state (1) the number of
valves covered by the certifications; (2) the Addition where valves are
being installed or the Project Name, and (3) name of Contractor installing
valves.
The City may require the.Manufacturer, Supplier;or Contractor to dismantle
valves at any time. ,to determine ` compliance with these specifications.
Location of any valve withir the Ciity,, system, installed after adoption of
these specifications, that does not meet the specifications completely shall
LI
be cause for prohibiting the future use of any valves from the same
manufacturer.
(h) Tapping Sleeves: The materials for tapping sleeve bodies shall be cast-iron
or ductile -iron in accordance with AWWA Standard CI 10 (ANSI 21.10), in
two sections- or halves to be bolted together with high -strength, corrosion
resistant, love alloy steel-boltsconforming�Ito AWWA Standard C111 (ANSI
Cast iron and ductile, -iron sleeve..shall be mechanical joint, or as specified,
or dimensions to 10ecure, proper fit on the type and class of pipe on which
they,are to be`used: Each sleeve shall be furnished with a 3/8-inch test
opening so that tests can' be made prior to tapping. Opening shall be
provided with a 3/8-inch bronze plug.
II Butterfly Values for installation underground in the City's distribution system
6 inches through 48 inches shall be in accordance with this specification.
All butterfly valves furnished shall conform strictly with the latest specification C-
`504 of, the American Water Works Association Standard for rubber -seated
butterflyvalves and must comply with the following supplementary details and
changes or addition.
(a) Body: The body shall be cast-iron ASTM A126, Class B and shall have
face `to face dimensions in accordance with AWWA Standards for short
body, Class `150-13. All butterfly valves shall have a floating body seat ring
to compensate for change in direction of flow to assure bottle -tight seal in
either direction.
(b) Shaft: Valve shafts shall be an 18-8, Type 304 stainless steel. Valve disc
and shaft shall be standard self-adjusting Chevron "V" type packing. Shaft
seals shall be of a design allowing replacement without removing the valve
shaft.
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(c) Disc and Seat: The valve disc shall be cast iron ASTM A126, Class B. The
valve seat shall be Buna-N located on the valve body. Valves 20" and
smaller shall have a bonded seat that meets test procedures in ASTM
D429, Method B. Valves 24" and larger shall be retained in the valve body'
by mechanical means without the use of metal retainers or other devices
located in the flow stream.
(d) Operator: Butterfly valve operators shall be of the traveling nut design. All
operators shall have adjustable mechanical stop limiting devices to prevent
over travel of the disc. The operator shall have a mechanical stop which
will withstand an input torque of 450 Ft. lbs. against the stop. The traveling
nut shall engage alignment grooves in the housing.
(e) Operation: Unless otherwise
counter clockwise.
(f) Valve Ends: Valve ends ,shall
Mechanical joint valves shall
glands. It shall be1he respo
ends of the adjoining pipe with
sh
rw
plans, all valves shall open
�chanical Joint End, or Flanged Ends.
complete with bolts, nuts, gaskets and
✓ of the Contractor to coordinate the
pe valve end he, proposes to use.
be tested at 150 psi as described in AWWA
ve a shell test, of ,300 psi. Any leakage shall
All butterfly `valves furnished under these
on exterior as specified in AWWA C-504,
�I surfaces in the :internal part of the valve shall be protected
thermoset epoxy coating to a nominal thickness of 4 mils for
ction and shall be of a color that is easily identified as an
This shall be applied in shop.
Th'e thermoset epoxy coating shall be a two-part epoxy and shall function
as a physical,. ,chemical and electrical barrier between the base metal to
which it is applied and the surroundings. The coating shall be non -toxic and
shall not impart taste to water. The coating must be formulated from
materials deemed acceptable per the Food & Drug Administration
Document Title 21 of the Federal Regulations of Food Additives, Section
121 .2514 entitled Resins & Polymeric Coatings. The coating shall have a
satin finish and' shall be suitable for field overcoating and touchup with the
same coating material without sanding or special surface preparation, or
application of heat in excess of room temperatures.
(i) Experience and Certification: Butterfly valves, furnished under these
specifications, shall be manufactured by a firm that has been producing
valves of this general type continuously for the past five (5) years. Each
company or manufacturer supplying valves under these specifications shall
have on file, at the City of Anna, approved records of experience and
detailed drawings of the proposed valves. Drawings shall cover the specific
valve to be furnished for installation in the City of Anna and shall show all
dimensions including metal thickness, construction details and materials
used in all parts of the valve together with ASTM Designation and structural
properties of these materials.
c�c�ty adroin�adroinistr�eo��„�hn�city cuu�ci�kity council\2012\12-1g-Miter,s-design standards\itero8 -sec-8c m&cm-city.docx aII&eAre-r4
The manufacturer shall furnish to the City, a Certification that the valve
complies with the specifications without any exceptions. This certification
shall apply to specific valve being installed with the City water distribution
system. The certification shall state (1) the number of valves covered by
the certification, (2) the Addition where valves are being installed or the
Project Name and (3) name of Contractor installing valves.
The City may require `the Manufacturer, Supplier or Contractor to dismantle
valves at any time to determine compliance with these specifications.
Location of any valve with the City system, installed after adoption of these
specifications, .that does not meet the specifications completely shall be
cause for prohibiting the future use of any valves from the same
manufacturer. eel
ITEM 504 OPEN CUT - BACKFILL
ITEM 504.2 MATERIALS
ITEM 504.3
ITEM 504.4
ITEM 504.5
504.2.2.1 Add the following
All stone used for pipe embedment'
Grade 4, unless otherwise approved
hed rock -aggregate,
Prior to start of excavation the Contractor' shall remove and stockpile the Topsoil and
protect the Topsoil fromcontamination during construction.
After the trench has been refilled, topsoil shall be replaced to the extent that rock,
I Ileexcavated 'from I the- trench, will be completely covered and the area is returned to its
origina[condition, except that 'in .cultivated areas a minimum of 12 inches of top soil shall
be replaced. lee ell I, e—eele,
BACKFILL'—GENERAL REQUIREMENTS
"I Ile
The material used in the backfill shall be pulverized to the extent necessary to produce, a
free flowing material free of clay balls larger than 6-inch diameter.
Rock Cuttings or Sand will not be permitted in the pipe bedding for sanitary sewer or
water lines';in the City of Anna.
504.5.2.15 Class "H" Embed
Theembedment consists of a completely encased pipe with Standard
Crushed Stone, Grade 4. Class "H" Embedment shall be used on the P.V.C.
Sanitary Sewer Pipe installed within the City of Anna.
After the trench has been cut to a depth below the barrel of the pipe a
distance of 1/8 Bc (3 inches minimum and 6 inches maximum), the bedding
layer shall be brought to a point slightly above grade with compacted crushed
one. Bell holes shall be formed and the pipe laid and joined as specified.
The stone shall be brought up in uniform layers of six inches to a point six
inches over the top of the pipe when compacted. On PVC Pipe 18 inches
through 27 inches in diameter the crushed stone shall be brought up in
uniform layers to a point nine inches over the top of the pipe when
compacted.
I:\city ndmin�.�dministration�nathn\city council\city counci1�2012\I2-18-12\item8-design standardsUiem8 - SCC-OC ITiCX.CITl-Clty.do Cx 11MCA'%C-1.5
ITEM 506 OPEN CUT — WATER CONDUIT INSTALLATION
506.3 Laying Water Conduit
Valves for installation in the City's distribution system shall be installed by direct
burial as shown on the standard detail sheets and shall be provided with valve
boxes for operation of the valve.
506.5 Hydrostatic Test:
All hydrostatic tests shall be maintained over a period of not less than four hours.
"Before being accepted, all ductile iron, C=9(
mains shall be tested with a hydraulic test pr
Concrete pressure pipe shall be tested with
percent of the design pressure. Steel pres
hydraulic test pressure not to exceed 15Q per
of the designed working pressure. The rate of
exceed the amounts shown in the tables i
S11
teel or Ductile Iron Water Mains" or "Hydros
Mains". Water lines of material in combination
(material) with the least stringent hydraulic to
period of not less than four hours."
PVC or concrete cylinder water
>ure of not less than four hours.
hydraulic test pressure of 120
e pipe shall be tested with a
it and not less than 120 percent
�kage of all pipe tested shall not
I "Hydrostatic Test-C-900 PVC,
c Test -Concrete Cylinder Water
all be tested for the type of pipe
pressure and.. maintained over a
I:\city admin\administration�natha\city council\city counci1�2012U 2-18-12�tem8-design s�andardsGtem8 - SCC'OC ITI(JGCITi'Clty.�CCX l��i(it C/�fC-%6
HYDROSTATIC TEST
C-900 OR 905 PVC STEEL OR DUCTILE -IRON WATER MAINS
Maximum allowable water loss in 4 hours at 180 pounds per square inch of pressure for a rate of 25.
gallons per inch diameter of pipe per mile over a 24-hour period
EQUATION THE ABOVE CHART IS BASED ON:
Maximum Loss (Gal.) = 25 x Diameter of Pipe in Inches x L.F. of Pipe x 4
5280 24
1:\city adminGidministration�natha\city council\city counci1�2012U2-18-12Gtem 8 -design standards�tem 8 ' S0C-gC 111(X.C1T1'CItY.CiOCX ll�i(i[Cli'iC-% %
HYDROSTATIC TEST
CONCRETE CYLINDER WATER MAINS
5
0.031
0.047
0.063
0.078
0.095
0.110
0.126
0.142
0.158
10
0,063
0,095
0,126
0,158
0,189
.0,221
0,253
0:284
0,315
20
0.126
0.189
0.253
0.316
0.379
0.442, ;
0,505
0,568
0,631
30
0.188
0.284
0.379
0.473
0,568
0.663
0,758
0,852
0,947
40
0.253
0,379
0,505
0.631
0.758
AO,884
1.010
1,136
1,263
50
0,316
0,473
0.631
0,789
0.947
1.105 "
1.263
1.420
1.578
60
0.379
0,568
0,758
0.947-;e,
e 1.136
1,326
1.515
1,704
1,894
70
0,442
0,663
0.884
1.105
1.326
1:547
1.768
.1.989.
2.210
ae
80
0,505
0,758
1.010 ;.
1.263, ;,
1.515
1,768 e
I.2.020.
2,273 "
2,525
90
0.568
0.852
1.136
e 1.420
1:704'
1,989
2,273
2,557
2,841
100
0,631
0,947
1.263
1.578
1.894 ,.
2,209
2.525
2.841
3.156
200 1.263 1.894 ; 2.525 <3.156 3.788 4.419 5'�050 5.682 6.313
300 1.8K4 ` 2 841 " 3.788 4.735 5.682< 6.628 " 7,575 8,522 9,470
400 2.525 " ,' 3,788 5.050 ; " - 6.313 " 7.575 8.838 10.100 11.363 12.626
500 r3,158 4.735 6.313 7.891 9,470 11,047 12,626 14,204 15,782
600 31788" 5.682 17.575 9,469 11.363 13,257 15,151 17.045 18.938
700 . 4.419 r 1,' 6.628 1,81838 11, 047 13,257 15,468 17,676 19,885 22,095
800 5:050 ' T575 10.1
00 12,626 15,152 17,676 20,201 22,726 25,251
900 5.682 8.522 ` 11 363 14.204 17.044 19.886 22.726 25,567 28,405
1000 6,313 9.469 12,626 15,782 18,939 22,096 25,253 28,408 31,564
Maximum allowable water loss in 4 hours at 180 pounds per square inch of pressure for a rate of 50
gallons per inch diameter of pipe per mile over a 24-hour period
EQUATION THE ABOVE CHART IS BASED ON:
Maximum Loss (Gal.) = 50 x Diameter of Pipe in Inches x L.F. of Pipe x 4
5280 24
I:\city admin�ndministration�natha\city council\city counci1�2012U 2-18-126tem8-design standards�tem8' SeGHC 111(X.CTT1'Clty.dOCX li�(�C/i�iC-%c4
ITEM Won Purging and Disinfection of Water Conduits (Add the following)
On all waterlines installed in the City of Anna the Contractor shall be responsible for
Purging, Testing and Sterilization of the completed lines.
DIVISION 600 —CONDUIT AND APPURTENANCES REHABILITATION
DIVISION 700 —STRUCTURES
DIVISION 800 —
ITEM 801.3 RAILINGS
ITEM 801.5
Reflectorized marking for guard
requirements of 3M Scotchlite Bt
5800, or equal. The marking shall
Highway Administration, STAND
ROADS AND BRIDGES ON FED
Sections 633.36 and 71;8,01
Administration, LS-300'C, SHEET
Reflectivity 2, Class 4.
801.5.2
801.5.2.
bearing
oth
SPECI
HIGH\
APE REFL
used shall meet the
Series 2800, 3800 or
Transportation, Federal
CONSTRUCTION OF
1979 FP-79, Type III A,
General Services
NON -EXPOSED LENS,
All chain link fencing shall be No. 9 gage copper
1 Metal: '-All posts shall "be ::heavily galvanized by the hot -dip process after
fabrication and shall be fitted with watertight malleable iron caps. All posts
shall be of the following size and shape:
Line Posts"": "H" Section hot rolled weighing not less than 4.10 pounds per
linear foot or 3=1/2-inch O.D. pipe weighing not less than 3.65 pounds per
linear foot.
Terminal Posts: Three inch (Y) steel pipe weighing not less than 5.79
pounds per linear foot.
Gate Posts: Four inch (4") O.D. steel pipe weighing not less than 9.11
pounds per linear foot.
801.5.2.3 Rails. Gates. Braces and Fittings: Shall be 1-5/8 inch steel pipe weighing not
less than 2.27 pounds per linear foot.
ITEM 803.2 GABION STRUCTURES
803.2.2 Materials
Add the sentence:
certified by Mill
requirements.
803.2.2.2 Stone
All wire used, including tie and connecting wire, shall be
Test Reports showing compliance with specification
Add the following: Facing stone shall be hand selected, large stone and shall
be selected for best appearance. Facing stone shall be an off-white color and
prior to laying the stone, samples shall be delivered' to the site and shall be
approved `by the Engineer for gradation and ;appearance.
ITEM 805 ELECTRICAL COMPONENTS AND
ITEM 805.3 MATERIAL (Add the following)
Pull Box. All pull boxes shall be Ouazite precast polymer concrete, or approved equal.
Boxes shall be approximately 17" x 30" x 30" and shall be furnished with a concrete cover.
1:\city ndmin�ndministrntion�natha\city council\citycounci1�2012\I2-18-12�tem8-design standards6tem8 � SEGOC ITL(X.CITi'Clty.d�Cx /i�i(itCli�iC-2�
9. MISCELLANEOUS REQUIREMENTS
CTION
WIN
I:\city ndmin�administrntion�nathn\city cowcil\city counci1�2012U 2-18-12Gtem 8 -design standnrds�tem 8 -sec-9n standard drawings.doc 9-1
City of Anna Special Provisions to Section II
North Central Texas, 4L Edition, dated October 2004
(City's Revisions - August 2003)
DIVISION 4000 WATER DISTRIBUTION
Standard Drawing No. 4050 (Gate Valve 4" to 12" -Box and Extension Stem). Drawing
shall be modified as follows:
1. Extension Stem to be two (2) feet below pavement surface, instead of one (1) foot.
Standard Drawing No. 4060A, 406013, 4070A and 4070B (Vault Construction — Gate Valve
16 or Greater). Drawing shall be modified as follows:
1. Delete these details.
2. No gate valves on water line
Standard Drawing No. 4090 (Air
follows:
1. Use SDR 9, no copper. ,
2. One (1) inch pipe, use C'(
3. Greater than one (1) inch
4110
1. All
use
(16) 'inef�es and, larger,,only butterfly valves.
Ive -Type "1"). Drawing shalt be modified as
Type "1"). Drawing shall be modified
(Fire Hydrant Installation). Drawing shall be modified as
trained. Megadug or approved equal.
Standard Drawing No. 4130 (Water Service Installation or 1" Line). Drawing shall be
modified as follows:
1. Service line shall be 3/4" I.D. C.T.S. Poly Tube SDR-9.
2. Tapping saddle shall be Clow F-6350 or approved equal.
3. Corporation stop shall be 3/4" Mueller Corporation Stop No. H-15008 or Hays
equal.
4. 3/4" angle meter stop (meter nut x compression) shall be Mueller No. H-14253
with Mueller H-10889 or Hays equal.
5. Meter box shall be two (2) feet from back of curb or as directed by the City.
6. Meter boxes to be minimum Carson 1220, 12" x 20" Heavy Duty Plastic, with
Meter lid or equivalent. Reader window shall be included with the meter lid.
7. Blue EMS disk shall be set at main line.
I:\city ndmin�administration�natha\city council\city councit�2012\12-18-12�tem 8 -design standards�tem 8 -sec-9a sh+ndard drmvin�s.doc 9-2
8. No C.F. Corporation stops.
9. See City detail for Service Meter Tail Connection.
Standard Drawing No. 4140 (Water Service Installation 1'/z" or 2" line). Drawing shall be
modified as follows:
I. Service line shall be 2" I.D. C.T.S. poly tube SDR-9.
2. Tapping saddle shall be Clow F-6350 or approved equal.
3. Corporation stop shall be 2" Mueller Corporation Stop No. H-15008 or Hays equal.
4. Angle stop (compression x 2 bolt meter flange).
5. Meter box shall be two feet, six -inches (2' ,= 6") from back of curb or as directed by
the City.
6. Meter boxes to be minimum Carson 1220, 12'x 20" Heavy Duty Plastic, with
reader window within Meter lid or equivalent. (Note: May be required to be larger
as determined by Water Depar"en°t to allow. full service access to meter.)
7. Blue EMS disk shall be set at main line.
Ir
8. See City detail for Service Meter Tali Connection.
Standard Drawing No. 4150
modified as follows:
1. Install str
2. Install tee
Standard Drawing''
modified as4ollows:
1: Install ga
2. Install do'
3. Install st(
Standard Drawing
shall be modified as
I. Install gate va
Ci'r1
ck —Service with 8" Meter). Drawing shall be
ch side of check valve.
" x 12" nipple.
adapter and meter.
4170 (8";.,.,Fire Line Standpipe —Service with 8" Meter)
re eight (8) inch coupling adapter.
2. Install double check valve after eight (8) inch blind flange.
Drawing
Standard Drawing No. 4180 (4" Domestic Service with 3" Meter). Drawing shall be modified
as follows:
1. Strainer shall be installed after reducer coupling adapter.
2. Double check valve shall be installed after 4" x 3" reducer.
3. Ductile iron should be used for all material.
Standard Drawing No. 4190A (Large Service Meter Vault Installation). Drawing shall be
modified as follows:
1:\city ndmin�administration�natha\city council\city counci1�2012\12-18-12U�em 8 -design standardsGtem 8 -sec-9a standard drnvin�s.doc 9-.3
Gate valves shall be installed on each side of meter.
2. Strainer shall be installed before meter.
3. Double check valve shall be installed after meter.
4. Install by-pass line with valve.
Standard Drawing No. 4200 (Water Main Lowering Below Wastewater Main). Drawing shall
be modified as follows:
Wastewater main shall be pressure pipe, extending 9' minimum from the crossing.
2. Deflect water line when possible.
1:\city admin4idminishation�natha\city council\city counci1�2012U2-18-12Gtem 8 - desigi stnndardsUtam 8 -sec-9a standard drawings.doc 9-'�
DIVISION 5000 WASTEWATER COLLECTION
Standard Drawing No. 5010 (Wastewater Main Tie -In at Cleanout or M.H. Stubout).
Drawing shall be modified as follows:
I. "C — T" pipe adapter shall be non -shear.
Standard Drawing Nos. 5020, 5030, 5050, 5060 and 5080 (Wastewater Manholes).
Drawing shall be modified as follows:
1. Install green EMS disks at all manholes.
Standard Drawing No. 5020 (Wastewater Manhole
as follows:
I. Lip to be pre -cast.
Standard Drawing No. 5040
modified as follows:
1. Delete this detail.
Standard Drawing No. 5070
shall be modified as follows:
1. Delete thisAetail;,.
Standard Drawing, No. 5110
follows:
1. :PVC pipe o
Standard Drawing No. 51
shall be modified as follows:
1. Re
2. Cleanout shall I
approved equal,
3. If cleanout is in
designed to han
Man
n-
pipe.
ing shall be modified
Fiberglass), prawing shall be
— Outside Drop"Connection). Drawing
out). Drawing shall be modified as
stewater Services With and Without Cleanout). Drawing
iron sewer Cleanout, Type Trinity Valley, Pattern 1684 or
Iled in roadway or parking area then traffic cleanout shall be
traffic loads.
Standard Drawing No. 5130 (Wastewater Services- In Earth and In Rock). Drawing shall be
modified as follows:
1. Delete this detail.
Standard Drawing No. 5150 (Wastewater Service Stub Out in Advance of Paving). Drawing
shall be modified as follows:
I. Install green EMS disk at end of service.
I:\city admin�administration�natha\city council\city counci1�2012U 2-18-12Utem 8 - design slandards�tem 8 -sec-9a standard drnvinge.doc 9-.S
Standard Drawing No. 5160 (Wastewater Service Replacement in Advance of Paving).
Drawing shall be modified as follows:
1. Install green EMS disk at property line.
2. Wyes only, no tees.
I:\city admin�administration�natha\city council\city counci1�2012U 2-18-12�tem 8 - design standards�tem 8 -sec-9a standard drawings.doc 9-6
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0
a
0
1�
SAWED GROOVE F/�HOT POURED RUDER JOINT
SEALING COMPOUND 1" MIN.
FIRST POUR p � SECOND POUR
° / I ` • ° • 4
r .p •a: °
r 'p
#3 BARS ON 18" L— LAP BARS 30 DIA &TIE
CTRS. BOTH WAYS
(SEE NOTE)
CONSTRUCTION JOINT
N.T.S.
#3 BARS ON 18" SAWED GROOVE
CTRS. BOTH WAYS 1/2" WIDE VERTICAL SAW CUT HOT POURED RUBBER JOINT
(SEE NOTE) HOT POURED RUBBER 1/8" TO 3/16" WIDE SEALING COMPOUND
JOINT SEALING COMPOUND
TC*4 T/410 F �
. 4 °
KEYWAY JOINT
FOR PAVEMENT THICKNESS > 6")
N.T.S.
#3 BARS ON 18"
CTRS. BOTH WAYS
(SEE NOTE)
SAWED CONTRACTION JOINT
24" �6 SMOOTH DOWEL
16" DOWEL COATING
N.T.S.
HOT POURED RUBBER JOINT � r3/4"t ( 1 1/4" MIN. CLEARANCE
SEALING COMPOUND 1" MIN. � 1 � I
Irv) TRANSLUCENT DOWEL SLEEVE
� - � a (CLOSED END TO FIT DOWEL &
• BE SECURED) TO BE INSTAU.ED
REDWOOD OR SYNTHETIC —� DOWEL SUPPORT SHALL BE OF A
EXPANSION JOINT FlLLER METHOD APPROVED BY ENGINEER
EXPANSION JOINT
(SPACED 600 FT. MAXIMUM; LOCATE AT
STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S)
N.T.S.
Reinforced Concrete CITY OF ANNA, TEXAS
Pavement
U
N
Joints
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision
Date
Date
Dec,2012
Scale
None
PAV-01
PROVIDE
JOINT
BOTH WAYS
SAWED
CONTRACTION
JOINT
EXPANSION JOINTS (SPACED 600 FT.
MAXIMUM; LOCATE AT STRUCTURES,
INTERSECTIONS, P,C.'S, P,T.'S)
SAWED TRAVERSE CONTRACTION
/woe
JOINTS
R.O.W. -�— — — — — —
SAWED TRANSVERSE I � I
CONTRACTION JOINTS
NOTES
3
SPECIFIED
CROWN
1. SAWED TRANSVERSE CONTRACTION
JOINTS SHALL BE SPACED:
20' IN PAVEMENT > 8" THICK;
15' IN PAVEMENT < 8" THICK,
2. REFER TO TYPICAL PAVEMENT
SECTION FOR LONGITUDINAL
JOINT SPACING,
SPACING DIAGRAM FOR TRANSVERSE JOINTS
N.T.S.
a Reinforced Concrete CITY OF ANNA, TEXAS
Pavement
U
N
Transverse Joint Spacing T000
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
pec,2012
Scale
None
Sheet No.
PAV-02
0
Y
o-
w
Y
U
1
N
EXPANSION JOINT FILLER -
6"
FUTURE
PAVEMENT
O
2"
3"
PAVEMENT.
�Z
n "--��_. BARS EQUAL SIZE OF BARS
O pK< SPECIFIED IN PAVEMENT
REINFORCEMENT
PAVEMENT BAR
o
STREET HEADER FOR FUTURE PAVEMENT
N.T.S.
EXISTING PAVEMENT NEW PAVEMENT
IF
12" #4 X 24" DEFORMED DOWEL
AT SAME SPACING AS
PAVEMENT REINFORCEMENT tn
z
_._ 0 Y
o
3/4" DRILLED —
HOLES BLOWN a _ PAVEMENT BAR
CLEAN &DOWELS DATED WITH NO FORM BARS EQUAL SIZE OF BARS
C
EPDXY RESIN SPECIFIED IN PAVEMENT
REINFORCEMENT
9" NO FORM
STREET HEADER AT EXISTING PAVEMENT
N.T.S.
BARS EQUAL SIZE OF BARS
SPECIFIED IN PAVEMENT
REINFORCEMENT
REINF. CONC. PVMT.
*A
BAR
..
PAVEMENT
BAR
ALL WORK BETWEEN HEADERS TO
BE DONE BY OTHERS UNLESS
OTHERWISE SPECIFIED.
ROUNDED TO 1/4" RAD.
r� ter■
,PAVEMENT BARS TO BE BENT STREET HEADER AT RAILROAD
DOWN INTO HEADER. N.T.S.
2. HEADER AND PAVEMENT TO BE MONOLITHIC.
Reinforced Concrete
Pavement
Street Headers
CITY OF ANNA, TEXAS Revision Date
Date
Dec,2012
•SYMETRICAL
ABOUT
CENTER LINE
PAV-03
SCALE: 1:1 PLOT
PLOT STYLE: 11x17.ctb
N
0
0
R
3"
•- 3" R
1::BA
TER ^
. • Ito 2
" R.
W W
o S o • ~ >WWU
p.
a. 0: . 4 a�
INTEGRAL CURB & GUTTER
N.T.S.
6"
3" R
1:3 BATTER ^
. • 1 1 /2" R. 3/8" R
0
•.s io" r
I R" 6" I
( •)
SEPARATE CURB & GUTTER
N.T.S.
w
z
m
m
D
U
N 6„
\ 3" #4 BAR (TYP,)
BATTER 8:12
p N`j
PAVEMENT GROUTED iN PLACE
DOWELED CURB
N.T.S.
NOTES:
1. REINFORCEMENT SHALL BE N0. 4 BARS,
UNLESS OTHERWISE SPECIFIED.
2. CONCRETE SHALL BE CLASS "C" OR "PC".
3. "CF" IS 6" UNLESS OTHERWISE SPECIFIED.
4. ALL CURBS ARE CONSTRUCTED OF
PORTLAND CEMENT CONCRETE UNLESS
OTHERWISE SHOWN.
5. GRADE SHALL BE MEASURED AT BACK
OF CURB.
Concrete Curbs & CITY
OF ANNA, TEXAS
Curb W Gutter
MISSION 1110
Integral, Separate &Tor A
Doweled
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Dec, 2012
Scale
None
Sheet No.
PAV-04
I
.o
0
.-
o�i
E
0
a_
v
c
0
c
1
0
N
0
a�
u. I - "X" . I
DIMENSIONS OF MEDIAN NOSE
Y
= 15'
X_=
27.6'
Y=
16'
X
= 28.8'
Y=
17'
X
= 29.9'
Y =
18'
X
= 30.9'
CONCRETE NOSE FOR MEDIAN ISLAND
N.T.S.
NOTE:
MEDIAN PAVING SHALL EXTEND TO POINT WHERE MEDIAN IS 6'
WIDE. IF MEDIAN 15 6' WIDE, PAVING SHALL EXTEND 15' FROM
NOSE. FOR MEDIANS WIDER THAN 6' PAVING SHALL EXTEND 10'
FROM NOSE. ALL DISTANCES ARE MINIMUM.
•� - ��
• • •• •• �
��• � I•
-��
jjjjj����
4" THICK CLASS "C" OR "PC"
MEDIAN PAVEMENT
OR "PC"
:ONCRETE
VEMENT.
BLOCKOUT MEDIAN PAVING FOR
SIGNAL FOUNDATION OR PULL
BOX OR LUMINARY (IF LOCATIONS
KNOWN AND NOT INSTALLED WITH
P•--.._.
LEFT TURN LANE MEDIAN PAVEMENT
N.T.S.
Q Median Island
Pavement
U
'� Nose 8c Lefi
Turn Lane
PLOT SCALE: 1:1
CITY OF ANNA, TEXAS
PLOT STYLE: 11x17.ctb
Revision Date
Dec, 2012
R:
FOUNDATION
Scale
None
PAV-05
0
Y
W
Y
U
N
N
N
O
0
O
MONOLITHIC CONCRETE MEDIAN NOSE
~ N.T.S.
is
r; W
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KEYED
CONSTRUCTION JOINT
"r
a Median Island
Pavement
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Nose
ME
STIRRUP BARS
T PAVEMENT
�1 —
I THICKNESS
1
SECTION B-B
N.T.S. F'
v �
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t0 S
1 Q o m
1" R. a
3 > M U
12"
NOTE:
SECTION A -A REINFORCEMENT BARS SHALL
N.T.S. MATCH THOSE IN PAVEMENT.
CITY OF ANNA, TEXAS Revision Date Scale
None
Date Sheet No.
Dec,2012 PAV-06
PLOT SCALE: 1:1 PLOT STYLE:
11x17.ctb
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r3 BAR BENT
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a
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ICURB
BLOCK -OUT LIMIT IF NOT -
MONOLITHIC W/ PVMT.
Concrete Driveway
lus Keturn
#3 BARS ON 18"
CTRS. BOTH WAYS,
I0
Q
FACE OF �-
CURB -� I
6" MIN.
REINF. CONC.
PAVEMENT
PLAN VIEW
N.T.S.
CITY OF ANNA, TEXAS
I I L-6" MAX
3000 PSI ® 28 DAYS
(CLASS "A" CONCRETE)
T. REINF, LAPPED 30 DIA OR
#3 BAR DOWEL 24" LONG, DOWEL
& EPDXY IF EXISTING PAVING
Revision Date
Dec,2012
Scale
None
PAV-07
PLOT SCALE: 1:1
PLOT STYLE: 11x17.ctb
N
1/2" DOWELED EXPANSION JOINT WITH
EXPANSION JOINT FILLER EVERY 40'
6' 6' 6' _
USE EDGER —BOTH SIDES
MATCH ROUNDED EDGE
RUBBER CAULK -- j RADIUS ON CURB
e
n
F► r �r��v
N.T.S_
3 8" 2 WASHED SAND
CUSHION FOR SOILS
N
WITH P.I. OF 15 OR MORE
JOINT LUG DETAIL FOR MEDIAN PAVEMENT
°
OR SIDEWALK ADJACENT TO CURB
0
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0
o:
'o
o LIGHT BRUSH
w FINISH
#3 BARS 18" O.C. 1/2" NON -EXTRUDED PRE -FORMED
Q) BOTH WAYS EXPANSION MATERIAL
a 3/8"R 3" MIN.
v 4" 1" MIN.
3
o iv 6'
#3 BARS 18" O.C. 3 8 R
+ j 3/8"R BOTH WAYS / " 2 - 1 2" TRANSLUCENT PVC
° J_L_ EXPANSION CAP
#4 X 24" THIS HALF OF DOWEL
SMOOTH ROUND TO BE COATED WITH ASPHALT
1 1/2" BAR 24" O.C.
SECTION "A —A" SECTION "B—B"
`V N.T.S. N.T.S.
NOTE:
1. REFER TO STANDARD SPECIFICATION ITEM 305.2 FOR ALTERNATE REINFORCEMENT.
2. CROSS SLOPE OF SIDEWALK SHALL BE t 1/4" PER FT. MIN. TO f 3/8" PER FT MAX.
3. OTHER THAN 6'-0" SIDEWALK WIDTH MAY BE SPECIFIED BY OWNER.
4. SIDEWALK SHALL BE CLASS "A" CONCRETE UNLESS OTHERWISE SPECIFIED BY OWNER.
5. ALL HONEYCOMB IN BACK OF CURB TO BE TROWEL —PLASTERED BEFORE POURING SIDEWALK.
6. LUG MAY BE FORMED BY SHAPING SUBGRADE TO APPROXIMATE DIMENSIONS SHOWN.
Reinforced Concret CITY OF ANNA, TEXAS Revision Date
Sidewalk a
Joints And Spacing
Date
Dec,2012
Scale
None
Sheet No.
PAV-08
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
dlr
IN UNPAVED AREAS, INSTALL 2' x 2' x 6" CONCRETE VALVE
PAD FLUSH WITH THE TOP OF VALVE BOX, REINFORCE WITH
3 BARS ON 6" CENTERS BOTH WAYS.
0
0 4
4v O
ROADWAY BASE
IF VALVE OPERATING NUT IS �
MORE THAN 3' BELOW PAVE—
MENT SURFACE — PROVIDE
EXTENSION STEM TO 1' BELOW
PAVEMENT SURFACE.
DRAWING PERTAINS TO ALL
GATE VALVE SIZES 4" THRU 12"
PAVING OR OTHER
SURFACE MATERIAL
0 0
° LL
° 4 0
7 T
GATE VALVE BOX AND
EXTENSION STEM
N.T.S.
VALVE BOX.
GATE VALVE
TORQUE BOLTS PRIOR
TO BACKFILL.
Gate Valve 4" To 12" CITY OF ANNA, TEXAS
Box & Extension Stem
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Date
Dec, 2012
Scale
None
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Vault Construction CITY OF ANNA, TEXAS
Plan �.
Horizontal
Gate Valve 16"'
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Date
Dec,2012
Scale
None
Sheet No.
WAT-02
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CITY OF ANNA, TEXAS
Prof i I e
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Gate Valve � 1 6"
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Sheet No.
WAT-03
F
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Ap
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At
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12" C—C
N0. 6 BARS,
6" C—C
SEE NOTE 1 PLAN VIEW
(LESS MANHOLE FRAME &COVER INSTALLATION)
N.T.S.
GATE DIMENSION TABLE
VALVE
SIZE A B C D E F G H J K L M
16" 20" 20" 12" 12" 44 1/2" 1" 48 12" 10" 24" 12" 16"
n M " N M x n M " M "
18 20 20 12" 12 51 3/8 2 48 12 12 24 12 18"
20" 22" 15" 12" 12" 56 5/8" 1" 54" 12" 12" 24" 16" 20"
n " x w x w n " w " "
24 26 14 12 12 64 3/8" 1 60 18 14 30 18 24"
n " " n " w n " w " w
30 28 12 12" 12 80 5 8 3 66 18 18 30" 20 30
n " " " " n n w x w
36 32 8" 12" 12 90 1 16 4 72 18 18 36 24 36"
42" 34" 6" 15" 9" 107 3/4" 5" 78" 24" 20" 36" 30" 42"
48" 36" 4" 14" 10" 121 5/8" 4" 90" 24" 26" 42" 36" 48"
54" 36" 4" 9" 15" 142 1/2" 3" 102" 24" 32" 46" 40" 54"
NOTES:
1. PROVIDE CORPORATION AND CURB STOPS A MAXIMUM OF 12" FROM EACH END
OF GATE VALVE, AS SHOWN. CORPORATION AND CURB STOP SIZES SHALL BE
1" FOR 16", 20", AND 24" NOMINAL PIPE DIAMETERS; 2" FOR 30 AND LARGER
DIAMETERS. 2" TAPS SHALL BE MADE AS A 2" FLANGED OUTLET WITH INSULATED
ADAPTOR KIT. COPPER RISERS SHALL BE PROVIDED BETWEEN THE CORPORATION
AND CURB STOPS. CURB STOPS SHALL BE INSTALLED AT AN ELEVATION 12" ABOVE
THE TOP SURFACE OF VAULT BOTTOM SLAB.
2. POLYURETHANE CUSHION PAD.
Vault Construction CITY OF ANNA, TEXAS
Dimensions ,�
Vertical
Gate Valve 16"
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Date
Dec,2012
Scale
None
Sheet No.
WAT-04
�- -� -•
•
� •
.�
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12" . � 0 2(TYP jER N0. 6 BARS,
� � 12" C-C
N �� �--- 2" MIN.
� 2" COVER = x
N (TYP.) � z a ..o
� ��
� PRECAST OR � i� iD '! � D.I. PIPE RISER
.� CLASS "F" ,.. � �'
o REINFORCED z GROUT WITH MORTAR
CONCRETE CAST- v 0. 6 BARS,
IN -PLACE M.H. 12" C-C
2" COVER °_ • � N0. 5 BARS.
,� ��..�.
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i •• . • • 12" (TOP
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..•.
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o •.
....
SLOPE
o
o ' � ' •• ' ' • TYPE "A" COMPACTED
� L •.
' • ' • 95% BACKFILL
� .,• .,
_ '• • • •, •. • • • •. • •• . • •• ' • GRANULAR EMBEDMENT
•�' • � a . . ' • '. ' • e � � • �• ' • • '. � • �• • ' (TO TOP OF PIPE)
� ' SEE NOTE 2
i � •
`" N0. 4 BARS, 12" C-C BOTH
K M WAYS IN CLASS "F" CONCRETE.
U
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SECTION "A --A"
C
N
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REFER TO STD. DWG. 4070A FOR DIMENSION TABLE AND GENERAL NOTES.
a Vault Construction CITY OF ANNA, TEXAS Revision Date Scale
Section _
None
� Date Sheet No.
Vertical
Gate Valve � 16'> Dec,2012 WAT-05
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CITY OF AN NA, TEXAS
Plan � None
Butterfly Va I ve � 16 �� Date Sheet No.
Dec,2012 WAT-06
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CITY OF ANNA, TEXAS
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Butterfly Valve 1 16" Date Sheet No.
Dec,2012 WAT-07
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r►
Revision Date
Date
Dec,2012
Scale
None
Sheet No,
WAT-08
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
NOTE:
WHEN NOT IN PAVING OR WALK, A CONCRETE
PAD REINFORCED W/ �3 BARS AT 12" C-C
EACH WAY, SHALL EXTEND A MINIMUM OF 2'
AROUND THE M.H. AND VENT PIPE, AND SHALL
BE A MINIMUM OF 4" THICK.
SEE AIR VENT
STD. DWG. N0. 4100E
WARNING SIGN WITH
TELEPHONE NUMBER o W
GRADE RINGS
ATTACHED BY STRAPS z
1/4" X 3/4" GALVANIZED o
``' STRAPS DRILLED —�- wm
TO D.I. PIPE
CAST IN PLACE OR STD. 40" C.f. FRAME _ �o w
� PRECAST TOP AND COVER THIS RISER SHALL BE AS NEAR o
N AS PRACTICAL TO R.O.W. LINES, I � p
� #7 BARS AT 12" C.-C, AT LEAST 6' BEYOND SHOULDER N �.
N BOTH WAYS (CAST -IN- OF ROAD i 00
o PLACE)
_z
o �: •...... ' �:; '.;; � •;:- :'• y '.:;;'. GROUND � � o a
UNE
� FINISHED GRADE WHEN 38" ivy N PRECAST OR CAST- a o 0 0
NOT IN EX. OR PROP. IN -PLACE M.H. TO Z I � �
STREET l _ � BE CLASS "F" � vzi�
.L o CONCRETE o a s nWi a
•.o .. _ I . c� z a
" 2" �• x :.'. BARS AT M iv a � z
3 8 MIN. ..; CLEAR z.= � z � �" C.-C. BOTH � � �
� 8" MIN. � � � � WAYS (CAST -IN- �
•o (CAST -IN -PLACE) � N PLACE)
� UNION
0
iv 2-PIECE VALVES MAY BE x � RISING
USED ON 4" AND LARGER w o GRADE
i COMBINATION AIR VALVE _
•o BLIND FLANGE, BORED- � UMP P �� 6" D.I. PIPE
o DRILLED AND TAPPED FOR � z � FILLED WITH
VALVE ABOVE <. � _ � w ...' BOLTED CAST COUPLING CONCRETE, 5'
rt, : a, ROCKWELL 441 OR EQUAL MIN. BURY DEPTH
o f �:
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o e COMBINED AIR AND VACUUM AIR
<.. RELEASE VALVE FLANGE MOUNTING
o ON INLET SIDE
� \; �:
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o WHEEL, FLG.x FLG.
i •.o '•o
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N 4" P.V.C. o • ° ASSEMBLY.
i DRAIN PIPE IF � •- . ��.��'
�' REQUIRED BY • � " �
� :
`� OWNER. � � � '
., FLANGED OUTLET,
"' 8„ STEEL BOLTS
v
� FINE CRUSHED ROCK CLASS "F" CONCRETE �`
POCKET ON CORNER ON 4" AND LARGER TWO PIECE COMBINATION
'� (SEE TOP VIEW, 4100 B) AIR VALVES, THE OUTLET PIPING OF THE
o UNDISTURBED EARTH SMALL VALVE SHALL BE VENTED INTO THE
j OR ROCK SIDE OF THE LARGER VENT PIPE THAT GOES
ABOVE GROUND.
i TYPE "2" AIR VALVE
� N.T.S.
� -
Combination Air Vacuum CITY OF ANNA, TEXAS
Valve ,�
T e "2"
YP
Section
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Dec, 2012
Scale
None
Sheet No.
WAT-09
84
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GALVANIZED IRON
OR C.I. CAP
A�
SECTION "A
-A" 1
EXPANDED METAL SCREEN
GALVANIZED CARBON STEEL
1/2"-18 GAUGE
AIR VENT
N.T.S.
GALVANIZED IRON C.I., I
OR D.I. PIPE
I
U
AIR VALVE
GATE VALVE
FLG. OUTLET
MIN.
HEIGHT
D VENT PIPE
M.H. DIA,
2"
2"
8"
26"
2"
5'
3"
3"
18"
31"
3"
5'
4"
4"
18"
38"
4"
5'
6"
6"
18"
46"
6"
5'
8"
8"
18"
53"
8"
6'
10"
10"
20"
62"
10"
6'
12"
12"
24"
72" 12 6'
Air Release Valve/
Air Vent
Type "2"
PLAN VIEW
N.T.S.
CITY OF ANNA, TEXAS Revision Date
Date
Dec, 2012
Scale
None
Sheet No.
10
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Fire Hydrant CITY OF ANNA, TEXAS
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WAT-12
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Dec,2012
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PLASTIC SPACI
SEE NOTES
PLASTIC CARRIER PIPE -
PACERS � —
PIPE t -
BELL � -
- -
„�• n � —
STEEL ENCASEMENT PIPE
STEEL ENCASEMENT PIPE 12" 12"
SECTION ELEVATION (TYP. AT EA. JOINT)
ON TES:
1) PREFABRICATED PLASTIC SPACERS MUST BE APPROVED BY
THE OWNER.
2) CONTRACTOR SHALL PROVIDE SUPPORT UNDER CARRIER
PIPE TO HAVE MIN. 1" CLEARANCE BETWEEN PIPE BELL
AND ENCASEMENT PIPE.
3) ENDS OF ENCASEMENT PIPE SHALL BE PLUGGED WITH
BRICK AND MORTAR FOR ROADWAY AND RAILROAD
CROSSINGS. PLUGS SHALL BE CONSTRUCTED WITH A
WEEP HOLE.
4) STEEL ENCASEMENT PIPES SHALL BE WELDED.
5) EXTERIOR OF ENCASEMENT PIPE SHALL BE COATED WITH
AN ASPHALT VARNISH.
6) MINIMUM YIELD STRENGTH OF THE ENCASEMENT PIPE
SHALL BE 35,000 P.S.I.
7) CARRIER PIPE JOINTS SHALL BE RESTRAINED.
ENCASED BORE RAILROAD OR ROADWAY
NO SCALE
Encasement Pipe CITY OF ANNA, TEXAS
Water Line By Bore
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
�. -
Dec,2012
CARRIER
PIPE
Scale
None
Sheet No.
WAT-17
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
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CUT AND REMOVE
BELL OF EXIST.
PIPE
ADAPTER
T�fi
AT STUBOUT
N.T.S. �,
•' ,.
CUT AND REMOVE • �'�' �`�� �—REMOVE
BELL OF EXISTING EXISTING CLEANOUT
PIPE
:XIST. MAIN �
wa OWNER APPROVED
a°- "C-T" ADAPTER, MADE
FLOW pw OF FLEXIBLE MATERIAL
41c� (POLYURETHANE, ETC.)
� ¢ SECURED WITH TWO
NEW MAIN �-' STAINLESS STEEL
"C—T" PIPE ADAPTER o o CLAMPS.
AT CLEAN OU T
N.T.S.
NOTE: STRAP
THIS DETAIL FOR USE ONLY WHEN NEW MAIN "C_-r" PIPE ADAPTER
WILL NOT MATE WITH EXISTING MAIN JOINT DUE
TO DIFFERENT DIMENSIONS OR MATERIALS AND A N.T.S.
MANHOLE IS NOT REQUIRED.
Wastewater Main Tie —In
At Cleanout Ur
Manhole Stubout
CITY OF ANNA, TEXAS
wa
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STEEL
Revision Date I Scale
None
Date Sheet No.
Dec,2012 SS-01
PLOT .SCALE: 1:1
PLOT STYLE: 11x17.ctb
i
TO TOP
OF PIPE vi w w
�
;�
. — — SPRING m M >
LINE
v 4 12" PROP. TOP OF CURB
v MINwmw6" MIN.
j 12" FMIN. i—PROP, PVMT.
/ PRECAST BASE T
N.T.S.
ROCK GEOTEXTILE
FOUNDATION MATERIAL
STUBOUTS TO BE MIN.
5' LONG SUPPORTED BY
EMBEDMENT SPECIFIED
IN PLANS. STUBOUTS
TO BE GROUTED AT
M.H. WITH NON SHRINK
GROUT. STUBOUTS
SHALL ALSO BE FITTED
WITH WATER TIGHT
STOPPER OR CAP
STD. CAST IRON
MANHOLE FRAME &
COVER AS SPECIFIED
BY OWNER. °
USE APPROVED o
GRADE RINGS & NON SHRINK
GROUT AS REQUIRED
TO RAISE TO GRADE
USE 0—RING RUBBER
GASKET (TYPO
INTERMEDIATE RISER
AS SPECIFIED
♦ BY OWNER
BASE RISER WITH "BUTT END" INTEGRATED
INTO THE CLASS "F" CONC. BASE
6" MIN.
SPRING LINE
STUBOUTS TO BE FITTED
WITH A WATER TIGHT
STOPPER OR CAP
STUBOUTS TO BE A MIN. OF 5' • 2b
LONG WITH CONC. CRADLE (FROM 12» ;
SAME POUR AS BASE) UNDER MIN.
THE ENTIRE LENGTH.
NOTES: GEOTEXTILE MATERIAL--►~���$�L�'�t�`¢
L FIRST MLONG WITH CONC. CRADLE (AIN LINE JOINT TO BE A MIN. OF 5'
AS BASE) UNDER THE ENTIRE FROM
POUR
2, IF FALSE M.H. BOTTOMS ARE REQUIRED, THEY SHALL
BE CONSTRUCTED, INSTALLED AND REMOVED PER
STD. DWG. N0. 5100.
3. WHERE M.H.'S ARE OUTSIDE OF PAVEMENT, FRAME &COVER
SHALL BE CENTERED IN 5'x5' CONCRETE PAD
CLASS "A" CONCRETE, 4" THICK
MIN. SLOPE
1:12
Q Wastewater Manhole CITY OF ANNA, TEXAS
a_
Precast
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
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NON SHRINK GROUT
COATING, WHEN NOT
IN PAVING
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CONCRETE
ROCK FOUNDATION
APPROVED RESILIENT PIPE —TO —
MANHOLE CONNECTOR OR GASKET
REQ'D, FOR PIPE OTHER THAN CLAY
OR CONCRETE.
Revision Date
Dec,2012
Scale
None
SheeNo.
02
6" MIN.
N Z
N Z
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CONCRETE
ROCK FOUNDATION
APPROVED RESILIENT PIPE —TO —
MANHOLE CONNECTOR OR GASKET
REQ'D, FOR PIPE OTHER THAN CLAY
OR CONCRETE.
Revision Date
Dec,2012
Scale
None
SheeNo.
02
w
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CONCRETE
ROCK FOUNDATION
APPROVED RESILIENT PIPE —TO —
MANHOLE CONNECTOR OR GASKET
REQ'D, FOR PIPE OTHER THAN CLAY
OR CONCRETE.
Revision Date
Dec,2012
Scale
None
SheeNo.
02
0
0
0
d
0
ADJUSTABLE FRAME
1/2" NON SHRINK
GROUT COATING
to
O rM
ROOF OPTIONS
N.T.S.
STD. M.H. FRAME & COVER
AS SPECIFIED BY OWNER
DIA. M.H.'S
SEE TRANSITION DETAIL
B" MIN. 5'-0" & 6'-0"
USE APPROVED
GRADE RINGS & NON
SHRINK GROUT AS
REQUIRED TO RAISE
TO GRADE.
(MIN. 4 COURSES)
CLASS "F" CONCRETE
MONOLITHIC POUR
GEOTEXTILE —� `-ROCK FOUNDATION
MATERIAL
NOTES
1. WHERE M.H.'S ARE IN "PROPOSED"
PAVING, FRAME & COVER SHALL BE
SET 23" BELOW THE PROPOSED
TOP OF CURB.
2. IF FALSE M.H. BOTTOMS ARE REQUIRED
THEY SHALL BE CONSTRUCTED,
INSTALLED AND REMOVED.
PER STD. DWG. N0. 5100.
3. WHERE M.H.'S ARE OUTSIDE OF
PAVEMENT, FRAME & COVER
SHALL BE CENTERED IN 5'x5' CONCRETE PAD
CLASS "A" CONCRETE, 4" THICK
FIRST MAIN LINE JOINT TO BE A
MIN. OF 5' LONG WITH CONC. CRADLE
(FROM SAME POUR AS BASE) UNDER
ENTIRE LENGTH.
Wastewater Manhole
Cast —In —Place
FRAME CAST IN CONC.
STD. M.H. FRAME & COVER
AS SPECIFIED BY OWNER
30"
MOIN
6" MIN.
Z �
& 6'-0_,
a
i+a
TRANSITION DETAIL FOR
5' & 6' DIA, M.H.'S
N.T.S.
APPROVED RESILIENT PIPE —TO —
MANHOLE CONNECTOR OR GASKET
REQUIRED FOR PIPE OTHER THAN
CLAY OR CONCRETE.
q STUBOUT TO BE FITTED
WITH WATERTIGHT
— STOPPER OR CAP
.c r. STUBOUTS TO BE
—.; 4;:;:;:° A MIN, OF 5' LONG
WITH CONC. CRADLE
a; c: :a4:.(FROM SAME POUR)
UNDER ENTIRE LENGTH
STUBOUT CONNECTION
N.T.S.
CITY OF ANNA, TEXAS
Revision Dote I Scole
None
Date Sheet No.
Dec,2012 SS-03
PLOT SCALE: 1:1
PLOT STYLE: 11x17.ctb
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CONCRETE CONE G� ROOF OPTIONS � REINFORSLDBCONCRETE
N.T.S.
#3'S AT 6"
PRESSURE -TYPE M.H. O.C. E.W.
FRAME &COVER AS SPECIFIED BY OWNER. � .: .
M.H. FRAME CAST IN ROOF '' ' � N
W/ CONTINUOUS POUR FROM BASE. �'
r>
N o i° I--30 --I CONSTRUCTION JOINT WITH �•
KEY WAY WATERSTOP, AND
#3'S AT 12" O.C. EXTENDING
9" INTO WALL (NOT REO'D
FOR CONTINUOUS POUR)
FOR 5' & 6' DIA. M.H.'S SECTION A - A
SEE TRANSITION DETAIL
N.T.S.
� � #3'S AT 6" O.C., E.W.
w 6" MIN. 4'-0"
� a" RAIN_ ''_ 5'-0" & 6'-0" �� MONOLITHIC PO RED A A
.s
12"
ROCK �
FOUNDATION
J
.� .
STUBOUT CONNECTION
N.T.S.
Wastewater Manhole
ressure
anhole
N
GEOTEXTILE
MATERIAL
M.H. LID SHOULD
BE IN LINE WITH
UPSTREAM PIPE
WHERE POSSIBLE
APPROVED RESILIENT PIPE -TO -
MANHOLE CONNECTOR OR GASKET
REQUIRED FOR PIPE OTHER THAN
CLAY OR CONCRETE.
- STUBOUT TO BE FITTED
WITH WATER TIGHT
S70PPER OR CAP
-STUBOUTS TO 8E A MIN.
OF 5' LONG WITH CONC.
CRADLE (FROM SAME
POUR AS BASE) UNDER
ENTIRE LENGTH.
-FIRST MAIN LINE JOINT
TO BE A MIN. OF 6' LONG
WITH CONC. CRADLE FROM
SAME POUR AS BASE UNDER
UNDER THE ENTIRE LENGTH.
ROOF STEEL LAYOUT
N.T.S.
M
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N
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6" MIN.
& 6' 8 MIN.
.�
TRANSITION DETAIL FOR
5' & 6' DIA. M.H.'S
N.T.S.
CITY OF ANNA, TEXAS
Revision Date
Date
Dec,2012
Scale
None
SS-04
PLOT SCALE: 1:1
PLOT STYLE: 11x17.ctb
c
GAS SEALED
DROP CONNECTION
N.T.S.
REVERSE 45'
NE ONLY
45' BEND
6" MIN.
STANDARD
DROP CONNECTION
N.T.S.
� CAPPEDI 1_
GAS TIGHT
(6" NONSHRINK (TYP
GROUT PLUG)
4" MIN.
u
REVERSE 45'
WYE ONLY
45' BEND
6" MIN.
CLASS "F"
CONCRETE
1 •• I 4" MIN. . ► 90' LONG
• RADIUS BEND
CLASS "F" o '
CONCRETE CLASS "F" CONCRETE
BASE 12" THICK
� r
12" MIN.
90' LONG •�; o. 12" MIN.
RADIUS BEND to o 0
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00
GEOTEXTILE
ROCK FOUNDATION MATERIAL
Wastewater Manhole I CITY OF ANNA, TEXAS
Outside Drop
Connection
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Date
Dec, 2012
Scale
None
Shee t N
SS-05
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HEIGHT AS SHOWN
ON THE PLANS
MINIMUM 10 FT.
BOTTOM FLANGE INSET
3/4" IN CONCRETE W/
THREADED CONNECTION
& BLIND FLANGE
2000 P.S.I.
CONCRETE
0
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MINIMUM 10 FT.
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BOTTOM FLANGE INSET =
3/4" IN CONCRETE W/ -�Q
THREADED CONNECTION �
& BLIND FLANGE
STAINLESS STEEL
ANCHOR STRAPS
12" CENTERS
w
fi" D.I.P. (COAL -TAR EPDXY PAINT)
WITH 125 P.S.I. FLG., S.S. BOLTS
AND S.S. OR P.V.C. INSECT SCREEN
PRESSURE TYPE MANHOLE
RING AND COVER
MANHOLE
I3'-O"
STAINLESS STEEL
ANCHOR STRAPS
12" CENTERS
MANHOLE
NO SCALE
6" D.I.P. (COAL -TAR EPDXY PAINT)
WITH 125 P.S.I. FLG., S.S. BOLTS
AND S.S. OR P.V.C. INSECT SCREEN
PRESSURE TYPE MANHOLE
RING AND COVER
�--MANHOLE
MANHOLE VENT
NO SCALE
Wastewater Manhole CITY OF ANNA, TEXAS
Vented
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Date
Dec,2012
Scale
None
SS-06
PLAN
N.T.S.
TOLE
SLOPE
1 = VYALL THICKNESS
D =MANHOLE DIAMETER
d = PIPE DIAMETER
NOTE: T• D T
REFER TO MANHOLE
STANDARD DRAWINGS p
FOR ADDITIONAL
DETAIL OF M.H. TOP OF
EDGE OF
c.. GROUT CHANNEL °
s
c ' .4
C
FL�vp.
Wastewater Manhole CITY
U
N
Line Intersection
Lj
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/
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
SECTION A —A
N.T.S.
OF ANNA, TEXAS
Revision Date Scale
None
Date Sheet No.
Dec,2012 SS-07
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CITY OF ANNA, TEXAS
Revision Date Scale
None
Date Sheet No.
Dec,2012 SS-M
PLOT SCALE:
PLOT STYLE: 11x17.ctb
KEY:
1� WASTEWATER MAIN 7O 4" WASTEWATER PIPE (LENGTH VARIES)
4" WYE ® ADAPTOR
O3 4" WASTEWATER SERVICE (LENGTH VARIES) 9O BUILD SEWER SERVICE
4" x 4" TEE OR WYE AS REQ'D BY OWNER. 10 CLASS "B" CONCRETE
[� 4" STACK (LENGTH VARIES) 11 6" x 4" REDUCER
6. 4" WASTEWATER SERVICE CLEANOUT CASTING 12 COMPACTED AS SPECIFIED,
OR INUNDATED SAND
THE CLEANOUT
MAY BE PLACED
IN THE PARKWAY QO QO � Z
= OR SIDEWALK.
IF NECESSARY.
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EXIST. PAVEMENT zl
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v i. CLEANOUT CASTING TO BE FURNISHED AND PLACED PER SPECIAL CONDITIONS. IN VEHICLE TRAFFIC AREAS AND
� FOR COMMERCIAL MAINLINE SERVICES, WASTEWATER CLEANOUT SHALL BE OF CAST IRON.
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vim, 2. SLOPE OF SERVICE TO BE 2% MIN., UNLESS INSTRUCTED OTHERWISE BY OWNER.
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3. THE WASTEWATER SERVICE SHALL BE CONNECTED TO BUILDING SERVICE AND CONSTRUCTED IN SUCH MANNER AS
TO CLEAR EXISTING UTILITIES AND PROPOSED FACILITIES SUCH AS STORM SEWER MAINS, PAVING, SIDEWALK,
N RETAINING WALLS, ETC, VERTICAL BENDS (22.5 MAX.) MAY BE USED IF APPROVED BY OWNER.
4. THE MAINLINE SERVICE CONNECTION TO THE PRIVATE BUILDING SERVICE SHALL BE AS CLOSE TO THE PROPERTY
LINE AS POSSIBLE.
N 5, INSTALL 4" STOPPER OR CAP AT PROPERTY LINE IF BUILDING SERVICE DOES NOT EXIST.
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6. SUBSTITUTE 4" FOR 6" FITTINGS IF PLANS OR SPEC. COND. CALL FOR 4" SERVICE.
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7. THE CLEANOUT STACK & CASTING MY BE PLACED IN THE PARKWAY, VEHICLE TRAFFIC AREAS, OR SIDEWALK IF
o NECESSARY.
o Belot
FOR 6" SERVICES OR LARGER, INSTALL A MANHOLE.
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Wastewater Services CITY OF ANNA, TEXAS
* None
With & Without Date Sheet No.
Cleanout
Decir N I,2012 SS-09
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
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CLEANOUT FRAME BOTTOM
N.T.S.
NOTES:
1. THE WORDS "WASTEWATER LATERAL CLEANOUT" SHALL BE
CAST INTO TOP OF COVER.
21
CLEANOUT FRAME TOP
N.T.S.
8 1 /4" —
7 3/4"
7 1/2"
I
R.
SECTION "B-E
N.T.S.
2. CLEANOUTS LOCATED WITHIN PAVED SURFACES SHALL BE CAST ASSEMBLY VIEW
IRON. ALL OTHERS SHALL BE PVC. N.T.S.
Wastewater Service CITY OF ANNA, TEXAS Revision Date
Cleanout Frame
Cover
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Date
Dec, 2012
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Revision Date I Scale
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Dec, 2012
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ENCASEMENT PIPE
NOTES
STEEL ENCASEMENT
ELEVATION (TYP. Ar EA. JOINT)
NOTES;
t) PREFABRICATED PLASTIC SPACERS MUST BE APPROVED BY
THE OWNER.
2) CONTRACTOR SHALL PROVIDE SUPPORT UNDER CARRIER
PIPE TO HAVE MIN. 1" CLEARANCE BETWEEN PIPE BELL
AND ENCASEMENT PIPE.
3) ENDS OF ENCASEMENT PIPE SHALL BE PLUGGED WITH
BRICK AND MORTAR FOR ROADWAY AND RAILROAD
CROSSINGS. PLUGS SHALL BE CONSTRUCTED WITH A
WEEP HOLE.
4) STEEL ENCASEMENT PIPES SHALL BE WELDED.
5) EXTERIOR OF ENCASEMENT PIPE SHALL BE COATED WITH
AN ASPHALT VARNISH.
6) MINIMUM YIELD STRENGTH OF THE ENCASEMENT PIPE
SHALL BE 35,000 P.S.I.
7) CARRIER PIPE JOINTS SHALL BE RESTRAINED.
Encasement Pipe CITY OF ANNA, TEXAS
Wastewater Line By
Bore
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PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Dote
Date
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Water Line Embed. 4r
& Class "G"
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Revision Date
Date
Dec,2012
Scale
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.a Embedment CITY OF ANNA, TEXAS Revision Date
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STORM SEWER & Date
SANITARY SEWER I Dec,2012
PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
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m
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WIDTH
(SEE HORIZONTAL REPAIR LOCATIONS FOR RESTRICTIONS)
1' (UNLESS WITHIN
3' OF EXISTING JOINT
1HEN REMOVE AND
SAWCUT (FULL DEPTH REPLACE TO JOINT)
MATCH EXISTING CONCRETE THICKNESS ' ♦ .' . � � , e .'�
TO MINIMUM THICKNESS OF CURRENT
STANDARD FOR THE STREET TYPE ,, A .
REPLACED CONCRETE
TO BE MINIMUM 8-SACKS
OF PORTLAND CEMENT PER CUBIC YARD
ITEM 303 CONCRETE PAVEMENT
CLASS P2 OR PP2 (MIN. 4500 PSI) -
(UNLESS OTHERWISE SPECIFIED BY OWNER)
TYPICAL TS'
ABOVE CONDUIT
TYPICAL 6'
BELOW CONDUIT
CONNECT TO EXISTING
WITH 24' LONG #4 BARS 12' DEEP
DRILLED AND EPDXIED IN PLACE
ON 24' CENTERS
(UNLESS OTHERWISE
SPECIFIED BY OWNER)
� SAWCUT (FULL DEPTH)
BACKFILL AS APPROVED BY OWNER
1. FLOWABLE FILL
ITEM 504.2.3.4, FLOWABLE BACKFILL
2. NATURAL BACKFILL AT
95% STANDARD PROCTOR DENSITY
ITEM 504.2.3.3. TYPE V BACKFILL
—FIRM TRENCH WALL
CONDUIT
COMPACTED UTILITY EMBEDMENT
(MATERIAL AND DIMENSIONS MUST
HE APPROVED BY STREET OWNER)
CONCRETE PAVEMENT
N.T.S.
IF EXISTING
REPLACE SIDEWALK
TO OWNER STANDA
TYPCIAL 6"
ABOVE CONDI
TYPCIAL 6"
BELOW CONDUIT
Pavement Cut Rerair
Concrete And Parkway
INSTALL MINIMUM 6" TOPSOIL AND
VEGETATION TO MATCH EXISTING
S IN DISTURBED AREA
BACKFILL AS APPROVED BY OWNER
j,EXISTING SIDEWALK
PLOWABLE FILL
ITEM 504.2.3.4. FLOWABLE BACKFILL
2. NO SIDEWALK EXIT
NATURAL BACKFILL AT
)5% STANDARD PROCTOR DENSITY
ITEM 504.2.3.3. TYPE "B" BACKFILL
COMPACTED UTILITY EMBEDMENT
(MATERIAL AND DIMENSIONS MUST
BE APPROVED BY STREET OWNER)
STREET PARKWAY
N.T.S.
CITY OF ANNA, TEXAS
Revision Date
Date
Dec,2012
Scale
None
Sheet No.
EMB-03
PLOT SCALE: 1:1
PLOT STYLE: 11x17.ctb
MATCH EXISTING ASPHALT THICKNESS
TO MINIMUM THICKNESS OF CURRENT
STANDARD FOR THE STREET TYPE �
WIDTH
(SEE HORIZONTAL REPAR LOCATIONS FOR MIN. WIDTH)
1' (UNLESS WITHIN
3' OF EXISTING JOINT
THEN REMOVE AND
REPLACE TO JOINT) I-�• -
SAWCUT (FULL DEPTH)
MATCH EXISTING CONCRETE THICKNESS • �. , at TO MINIMUM THICKNESS OF CURRENT ' •• ♦ "
STANDARD FOR THE STREET TYPE "•lood"E.'} �'� ''''4a •':,4 '"ol
= REPLACED CONCRETE .R ' • ago
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TO BE MINIMUM 6—SACKS o••'"'+'
o OF PORTLAND CEMENT PER CUBIC YARD +•a :. +•d a •ll•' '
ITEM 303 CONCRETE PAVEMENT .•�•• ' .i`•
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N REINFORCING STEEL 24" O.C•EW ;, i;;; ' /"'"j
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DRILLED AND EPDXIED IN PLACE
ON 24' CENTERS
(UNLESS OTHERWISE SPECFIED BY OWNER)
�— SAWCUT (FULL DEPTH)
/ BACKFlLL AS APPROVED BY OWNER
1. PLOWABLE FILL
ITEM 504.2,3.4. PLOWABLE BACKFlLL
2 NATURAL BACKFlLL AT
95X STANDARD PROCTOR DENSITY
ITEM 504.23.3. TYPE "B" BACKFlLL
—FIRM TRENCH WALL
CONDUIT
.COMPACTED UTILITY EMBEDMENT
(MATERIAL AND DIMENSIONS MUST
HE APPROVED BY STREET OWNER)
CONCRETE PAVEMENT WITH ASPHALT OVERLAY
N.T.S.
WIDTH
(SEE HORIZONTAL REPAIR LOCATIONS FOR MIN. WIDTH)
MATCH EXISTING ASPHALT THICKNESS 2' (SEE ADDITIONAL
SURFACE COURSE
TO MINIMUM THICKNESS OF CURRENT REQUIREMENTS ON
STANDARD FOR THE STREET TYPE STANDARD DRAWINGS CRACK SEAL NEW JOINT
3070C AND 3070D) (MATERIAL AS APPROVED BY OWNER)
SAWCUT (FULL OEPTH)�
REPLACED BASE COURSE ASPHALT ' �;, i �,� �'`
TO MATCH EXISTING ASPHALT `� •�'` • • ' ' • �• �• • � • SAWCUT (FULL DEPTH)
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STANDARD FOR THE STREET TYPE ' •? :'" :''` � BACKFlLL AS APPROVED BY OWNER
FIRM TRENCH WALL +' � ''''��''•i; 1. PLOWABLE FILL
' ITEM 504.23.4. PLOWABLE BACKFlLL
TYPICAL 6' ' f .•• � 2. NATURAL BAgKFlLL AT
ABOVE CONDUIT °o°°o°°o°o°°o°°o°°ooQ0000 95X STANDARD PROCTOR DENSITY
0 0 0 0 °ooQ0000 ITEM 504.2.3.3. TYPE "B" BACKFlLL
0 0 0 0 0 0
o°O°o°°o° °O°OOO CONDUIT
FULL DEPTH ASPHALT PAVEMENT
N.T.S.
Pavement Cut And Repair (CITY OF ANNA, TEXAS
ASpha
Revision Date
Date
Dec,2012
Scale
None
Sheet No.
EMB-04
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PLOT SCALE: 1:1 PLOT STYLE: 11x17.ctb
Y{OUR} HOMETOWN
Council Meeting: December 18 2012
Account Code #
Amount:
Item No. 9
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: City Mana er
Exhibits: X Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding a Resolution approving an Advance
Funding Agreement for Voluntary Local Government Contributions with the Texas Department
of Transportation.
SUMMARY: As you are aware, the Texas Department of Transportation (TxDOT) will start
construction in 2013 on the reconstruction and expansion of FM 455 from US 75 to SH 5. Over
the past 2 years, the City has been working with various interested property owners regarding the
construction of three median openings that would allow access to private commercial
developments across all four traffic lanes of the future divided roadway. These three median
openings are located between Texas Star Bank and Bronco Mfg., at the Anna Market Center
development; and at the KFC/Taco Bell development. Since TxDOT will not use project funds
to build private median openings, the City has previously advised the abutting property owners
that will use the openings to access their properties that they will be responsible for any financial
obligation related to the construction of the median openings.
In order to include the two of three private median openings in the FM 455 construction contract,
TxDOT is requiring the City to approve the attached Advance Funding Agreement. This
Agreement includes a guarantee that the City will provide the money to TxDOT to pay for the
actual cost of the two private median openings at Anna Market Center and the KFC/Taco Bell
development.
In 2011, the City Council authorized the creation of a Public Improvement Dish•ict (PID) that
will provide funding for the median opening in front of Anna Market Center. The PID allows
the city to assess the benefiting property owners a proportional share of the cost to construct the
median opening up to $80,000. The estimated cost of this median opening per the Advance
Funding Agreement is $79,916.
The City has advised the abutting property owners that will benefit from the KFC/Taco bell
opening, that we will approve the Advance Funding Agreement only after they have approved
development agreements wherein they agree to fund the City's financial obligations for the
median opening. A draft of the attached Development Agreement has been provided to the
interested property owners.
RECOMMENDATION: Since the City Council will not meet again in December, Staff
recommends approval of the attached Resolution which authorizes the City Manager to execute
the Advance Funding Agreement after the City has received signed Development Agreements
that guarantee funding of the median opening in front of the KFC/Taco Bell,
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND AUTHORIZING THE
CITY MANAGER TO EXECUTING AN ADVANCE FUNDING AGREEMENT WITH THE
TEXAS DEPARTMENT OF TRANSPORTATION
WHEREAS, the Texas Department of Transportation (TxDOT) will start construction in 2013
on the reconstruction and expansion of FM 455 from US 75 to SH 5 (the "Project"); and
WHEREAS, TxDOT has agreed to include in the Project the construction of median openings
that will provide access to private property (Private Median Openings); and
WHEREAS, in order to include the Private Median Openings in the FM 455 construction
contract, TxDOT is requiring the City of Anna, Texas (the "City") to approve an Advance
Funding Agreement which requires the City to pay TxDOT an amount equal to the Total
Construction, Total Direct State and Total Indirect State Cost of the Private Median
Openings; and
WHEREAS, The City has advised the abutting property owners that will benefit from the
Private Median Openings, that the City will not approve the Advance Funding Agreement until
the owners of the private properties that will be accessed by said median openings have
agreed in writing to fund the City's financial obligations in the Advance Funding Agreement
for the Private Median Openings;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Approval of Advance Funding Agreement.
The City Council of the City of Anna, Texas hereby approves the Advance Funding
Agreement For Voluntary Local Government Contributions To Transportation Improvement
Projects With No Required Match (Advanced Funding Agreement), attached hereto as
Exhibit 1, and authorizes, ratifies and approves the City Manager's execution of same
subject to the following:
(a) Prior to signing the Advance Funding Agreement, the City Manager and City
Attorney shall verify that the City has received signed Development Agreements
that guarantee payment to the City of the City's total financial obligations, as
outlined in the Advance Funding Agreement, for the construction of the median
openings at Station 19+50 as described in Attachment A of Exhibit 1.
CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 1
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 18'" day
of December 2012.
ATTEST:
Natha Wilkison, City Secretary
APPROVED:
Mayor, Mike Crist
CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 2 OF 1
DEVELOPMENT AGREEMENT
This Development Agreement (this "Agreement") is entered into between the City
of Anna, Texas (the "City") and ("Owner").
WHEREAS, Owner and the City are sometimes collectively referenced in this
Agreement as the "Parties"; and
WHEREAS, it is the Parties mutual intent that this Agreement shall govern only
the subject matter specifically set forth herein and that this Agreement shall supersede
any other agreement between the Parties and the City's ordinances and other
regulations only to the extent that any such agreements, ordinances or regulations
directly conflict with the terms of this Agreement; and
WHEREAS, the Owner is the sole owner of a parcel or parcels of real property
the "Property") in Collin County, Texas, which is located entirely within the corporate
limits of the City of Anna and is more particularly and separately or jointly described in
the attached EXHIBIT A; and
WHEREAS, the Texas Department of Transportation ("TxDOT") plans to
reconstruct and widen FM 455 between U.S. 75 and S.H. 5 (the "Project"); and
WHEREAS, as part of the Project, TxDOT will construct a raised median
between the east and west bound traffic lanes; and
WHEREAS, the Owner desires to fund one-half of the cost required to construct
a left turn lane and median opening adjacent to the Owner's property as shown on the
attached EXHIBIT B (the "Median Opening"); and
WHEREAS, TxDOT has agreed to construct the Median Opening as part of the
Project if the City pays for full cost of the Median Opening as required in the Advance
Funding Agreement attached hereto as EXHIBIT C; and
WHEREAS, the Owner understands and acknowledges that the City will approve
the Advance Funding Agreement only if Owner and/or the owners) of the property
described as XXX first agree in writing in a form acceptable to the City to fund the City's
full financial obligations for the Median Opening at Sta. under the
Advance Funding Agreement;
NOW, THEREFORE, in consideration of the mutual covenants contained herein,
the Parties agree as follows:
Section 1. Recitals Incorporated. The recitals set forth above are incorporated
herein as if set forth in full to further describe the Parties' intent under this Agreement
and said recitals constitute representations and warranties by the Owner to the City:
Section 2. Owner's Obligations. The Owner shall pay the City an amount equal to
one-half of the City's total financial obligation, as outlined in the Advance Funding
Agreement, for the construction of a median opening at Sta. as
described in the Advance Funding Agreement and as shown on Exhibit'B. The Owner's
1
obligations to make payments under this Agreement shall not arise unless and until the
City Council approves the Advance Funding Agreement or an agreement, substantially
similar in form, that provides for the construction of a median opening
Sta.
Section 3. Timing %J Payments. The Owner shall make any payments required under
this Agreement within 30 days from the date the City sends written notice to the Owner
that payments are due. Said written notice shall occur no sooner than 40 days prior to
the date payments by the City are due and payable to TxDOT under the Advance
Funding Agreement.
Section 4. City's Obligations. The City's duties and obligations under this Agreement
are limited to the City's duties and obligations under the Advance Funding Agreement
as relates to the Median Opening as shown on the attached Exhibit B, or an agreement,
substantially similar in form, that provides for the construction of a median opening
Sta.
Section 6. Effective Date. The effective date of this Agreement is the date that the
last of the Parties' signatures to this Agreement is fully and properly affixed to this
Agreement and acknowledged by a notary public. The City's duties and obligations
hereunder shall not arise unless and until the City Council has duly adopted this
Agreement and the Owner has duly executed same. The failure of any person or
entity —other than the Owner —who owns any interest in the Property shall not prevent
or delay this Agreement from becoming effective.
Section 7. THE OWNER COVENANTS AND AGREES, JOINTLY AND SEVERALLY,
TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY AGAINST ANY AND
ALL LEGAL CLAIMS, BY ANY PERSON OR ENTITY CLAIMING AN OWNERSHIP
INTEREST IN THE PROPERTY WHO HAS NOT SIGNED THIS AGREEMENT AND
WHICH CLAIMS (1) ARISE IN ANY WAY FROM THE CITY'S RELIANCE ON THIS
AGREEMENT, AND (2) RELATE IN ANY MANNER OR ARISE IN CONNECTION
WITH THIS AGREEMENT.
Section 8. This Agreement may be enforced by the City by any proceeding at law or in
equity. Failure to do so shall not be deemed a waiver to enforce the provisions of this
Agreement thereafter. The Owner's sole remedy for nonperformance by the City shall
be to seek specific performance of the terms of this Agreement. This Agreement does
not waive any rights or immunities otherwise existing under law unless expressly set
forth herein and the Parties understand and agree that this Agreement is not one for the
provision of goods or services to the City by the Owner or any other person.
Section 9. Exclusive jurisdiction, forum and venue for any dispute arising out of this
Agreement shall be in a court of competent jurisdiction in Collin County, Texas.
Section 10. Notwithstanding any other provision of this Agreement, Owner and its
successors or assigns must comply with all applicable statutes or regulations of the
United States and the State of Texas, as well as any City ordinances in effect on the
Effective Date and not in conflict with this Agreement, and any rules implementing such
statutes or regulations.
2
Section I L Assignment by Owner.
(a) Except as otherwise provided in this paragraph, Owner has the right (from time to
time upon delivery of two weeks' prior written note to the City) to assign this Agreement,
in whole or in part, and including any obligation, right, title, or interest of Owner under
this Agreement, to any person or entity (an "Assignee") that will become an owner of
any portion of the Property or that is an entity that is controlled by or under common
control with Owner. Notwithstanding the foregoing, Owner shall not assign this
Agreement, in whole or in part, to an Assignee if the City, after action by the City
Council (which action shall be considered by the City in good faith based upon financial
and performance criteria, and which action shall not be unreasonably withheld,
conditioned or delayed), notifies Owner within 14 days of receipt of the written notice
required by this Section 10(a) that such Assignee fails to satisfy the City's financial and
performance criteria. If the City provides such notice to Owner then the Parties, within
14 days of such notice, shall mediate the dispute. The mediator shall be mutually
agreed -upon; and the cost of such mediator shall be paid equally by the Parties. The
mediator's determination shall not be binding on the Parties. If a Party refuses to
mediate, then the decision of the Party willing to mediate shall be binding.
(b) Each assignment shall be in writing executed by Owner and the Assignee and
shall obligate the Assignee to be bound by this Agreement to the extent this Agreement
applies or relates to the obligations, rights, title, or interests being assigned. From and
after such assignment, the City agrees to look solely to the Assignee for the
performance of all obligations to the extent assigned to the Assignee and agrees that
Owner shall be released from subsequently performing such assigned obligations and
from any liability that results from the Assignee's failure to perform the assigned
obligations; provided, however, that: (1) Section 7 of this Agreement shall survive any
such assignment, and (2) Owner shall not be released until the City receives an
executed copy of such assignment. No assignment by Owner shall release Owner from
any liability that resulted from an act or omission by Owner that occurred prior to the
effective date of the assignment unless the City approves the release in writing. Owner
shall maintain written records of all assignments made by Owner to Assignees,
including a copy of each executed assignment and the Assignee's Notice information as
required by this Agreement, and, upon written request from any Party or Assignee, shall
provide a copy of such records to the requesting person or entity.
Section 12. This Agreement is for the sole and exclusive benefit of the City and the
Owner and is not intended to and shall not confer any rights or benefits on any third
party not a signatory hereto.
Section 13. This Agreement may be separately executed in individual counterparts
and, upon execution, shall constitute one and same instrument.
Section 14. All notices, demands or other communications required or provided
hereunder shall be in writing and shall be deemed to have been given on the earlier to
occur of actual receipt or three (3) days after the same are deposited in the United
States mail, certified or registered, postage prepaid, return receipt requested, and
addressed to the parties at the addresses set forth below or at such other addresses as
such parties may designate by notice to the other parties.
SIGNATURES:
(business entity's legal name),
A Texas (business type)
By (entity's legal name),
a Texas (business type)
IN WITNESS WHEREOF:
STATE OF TEXAS §
COUNTY OF §
City of Anna
By:
Php Sanders, City Manager
Address: 111 N. Powell Parkway
Anna,
Attn:
Telephone:
Facsimile:
With a copy to:
TX 75409
City Manager
(972) 924-3325
(972) 924-2620
Clark McCoy
Wolfe, Tidwell & McCoy, LLP
2591 Dallas Parkway, Ste. 205
Frisco, TX 75034
Telephone: (972) 712-3530
Facsimile: (972) 712-3540
Before me, the undersigned notary public, on the day of ,2012,
personally appeared (name), known to me (or proved to me) to be the person whose
name is subscribed to the foregoing instrument and acknowledged to me that he
executed the same in his capacity as (title) of (business entities legal name), a Texas
(business type).
Notary Public, State of Texas
CI
STATE OF TEXAS §
COUNTY OF §
Before me, the undersigned notary public, on the day of ,2012,
personally appeared Philip Sanders, known to me (or proved to me) to be the person
whose name is subscribed to the foregoing instrument and acknowledged to me that he
executed the same in his capacity as City Manager of the City of Anna and on behalf of
the City of Anna.
Notary Public, State of Texas
5
CSJ #: 0816-04-044
District #: 18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
STATE OF TEXAS §
COUNTY OF TRAVIS §
ADVANCE FUNDING AGREEMENT FOR VOLUNTARY
LOCAL GOVERNMENT CONTRIBUTIONS
TO TRANSPORTATION IMPROVEMENT
PROJECTS WITH NO REQUIRED MATCH
ON -SYSTEM
THIS AGREEMENT is made by and between the State of Texas, acting by and through the Texas
Department of Transportation, called the "State", and the City of Anna, acting by and through its duly
authorized officials, called the "Local Government."
WITNESSETH
WHEREAS, Transportation Code, Chapters 201, 221, 227, and 361, authorize the State to lay out,
construct, maintain, and operate a system of streets, roads, and highways that comprise the State
Highway Systems and,
WHEREAS, Government Code, Chapter 791, and Transportation Code, §201.Ono and Chapter 221,
authorize the State to contract with municipalities and political subdivisions; and,
WHEREAS, Texas Transportation Commission Minute Order Numbers 112844 and 113074
authorize the State to undertake and complete a highway improvement generally described as
widening existing facility to a 4-lane urban divided, ultimate 6-lane facility on FM 455 from US 75
northbound Frontage Road to SH 5; and,
WHEREAS, the Local Government has requested that the State allow the Local Government to
participate in said improvement by funding that portion of the improvement described as the
construction of two median openings, (1) at Sta.19+50; and (2) at Sta. 67+75 on FM 455 from US 75
northbound Frontage Road to SH 5, called the "Project"; and,
WHEREAS, the State has determined that such participation is in the best interest of the citizens of
the State;
NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements
of the parties hereto, to be by them respectively kept and performed as hereinafter set forth, the
State and the Local Government do agree as follows.
AGREEMENT
1. Time Period Covered
This agreement becomes effective when signed by the last party whose signing makes the
agreement fully executed, and the State and the Local Government will consider it to be in full
force and effect until the Project described in this agreement has been completed and accepted
by all parties or unless terminated, as provided for by this agreement.
AFA-AFA_VoITIP Page 1 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #: 1 &Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
2. Project Funding and Work Responsibilities
A. The State will authorize the performance of only those Project items of work which the Local
Government has requested and has agreed to pay for as described in Attachment A,
Payment Provision and Work Responsibilities which is attached to and made a part of this
contract. In addition to identifying those items of work paid for by payments to the State,
Attachment A, Payment Provision and Work Responsibilities, also specifies those Project
items of work that are the responsibility of the Local Government and will be carried out and
completed by the Local Government, at no cost to the State.
B. At least sixty (60) days prior to the date set for receipt of the construction bids, the Local
Government shall remit its remaining financial share for the State's estimated construction
oversight and construction costs.
C. In the event that the State determines that additional funding by the Local Government is
required at any time during the Project, the State will notify the Local Government in writing.
The Local Government shall make payment to the State within thirty (30) days from receipt of
the State's written notification.
D. Whenever funds are paid by the Local Government to the State under this agreement, the
Local Government shall remit a check or warrant made payable to the "Texas Department of
Transportation Trust Fund." The check or warrant shall be deposited by the State in an
escrow account to be managed by the State. Funds in the escrow account may only be
applied by the State to the Project. If, after final Project accounting, excess funds remain in
the escrow account, those funds may be applied by the State to the Local Government's
contractual obligations to the State under another advance funding agreement with approval
by appropriate personnel of the Local Government.
3. Right of Access
If the Local Government is the owner of any part of the Project site, the Local Government shall
permit the State or its authorized representative access to the site to perform any activities
required to execute the work.
4. Adjustments Outside the Project Site
The Local Government will provide for all necessary right of way and utility adjustments needed
for performance of the work on sites not owned or to be acquired by the State.
5. Responsibilities of the Parties
The State and the Local Government agree that neither party is an agent, servant, or employee
of the other party and each party agrees it is responsible for its individual acts and deeds as well
as the acts and deeds of its contractors, employees, representatives, and agents.
6. Document and Information Exchange
The Local Government agrees to electronically deliver to the State all general notes,
specifications, contract provision requirements and related documentation in a Microsoft® Word
or similar document. If requested by the State, the Local Government will use the State's
document template. The Local Government shall also provide a detailed construction time
estimate including types of activities and month in the format required by the State. This
requirement applies whether the local government creates the documents with its own forces or
by hiring a consultant or professional provider. At the request of the State, the Local
AFA-AFA_VoITIP Page 2 of 5 Revised 04/01/11
CSJ #: 081 &04-044
District #: 18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
Government shall submit any information required by the State in the format directed by the
State.
7. Interest
The State will not pay interest on funds provided by the Local Government. Funds provided by
the Local Government will be deposited into, and retained in, the State Treasury.
8. Inspection and Conduct of Work
Unless otherwise specifically stated in Attachment A, Payment Provision and Work
Responsibilities, to this contract, the State will supervise and inspect all work performed
hereunder and provide such engineering inspection and testing services as may be required to
ensure that the Project is accomplished in accordance with the approved plans and
specifications. All correspondence and instructions to the contractor performing the work will be
the sole responsibility of the State. Unless otherwise specifically stated in Attachment A to this
contract, all work will be performed in accordance with the Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges adopted by the State and
incorporated in this agreement by reference, or special specifications approved by the State.
9. Increased Costs
A. In the event it is determined that the funding provided by the Local Government will be
insufficient to cover the State's cost for performance of the Local Government's requested
work, the Local Government will pay to the State the additional funds necessary to cover the
anticipated additional cost. The State shall send the Local Government a written notification
stating the amount of additional funding needed and stating the reasons for the needed
additional funds. The Local Government shall pay the funds to the State within thirty (30)
days of the written notification, unless otherwise agreed to by all parties to this agreement. If
the Local Government cannot pay the additional funds, this contract shall be mutually
terminated in accordance with Article 11 — Termination. If this is a fixed price agreement as
specified in Attachment A, Payment Provision and Work Responsibilities, this provision shall
only apply in the event changed site conditions are discovered or as mutually agreed upon by
the State and the Local Government.
B. If any existing or future local ordinances, commissioners court orders, rules, policies, or other
directives, including but not limited to outdoor advertising billboards and storm water drainage
facility requirements, are more restrictive than State or Federal Regulations, or if any other
locally proposed changes, including but not limited to plats or replats, result in increased
costs, then any increased costs associated with the ordinances or changes will be paid by the
Local Government. The cost of providing right of way acquired by the State shall mean the
total expenses in acquiring the property interests either through negotiations or eminent
domain proceedings, including but not limited to expenses related to relocation, removal, and
adjustment of eligible utilities.
10. Maintenance
Upon completion of the Project, the State will assume responsibility for the maintenance of the
completed Project unless otherwise specified in Attachment A to this agreement.
AFA-AFA_VoITIP Page 3 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #: 18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
11. Termination
A. This agreement may be terminated in the following manner:
1. By mutual written agreement and consent of both parties,
2. By either party upon the failure of the other party to fulfill the obligations set forth in this
agreement; or
3. By the State if it determines that the performance of the Project is not in the best interest
of the State.
B. If the agreement is terminated in accordance with the above provisions, the Local
Government will be responsible for the payment of Project costs incurred by the State on
behalf of the Local Government up to the time of termination.
C. Upon completion of the Project, the State will perform an audit of the Project costs. Any
funds due to the Local Government, the State, or the Federal Government will be promptly
paid by the owing party.
12. Notices
All notices to either party by the other required under this agreement shall be delivered
personally or sent by certified or U.S. mail, postage prepaid or sent by electronic mail, (electronic
notice being permitted to the extent permitted by law but only after a separate written consent of
the parties), addressed to such party at the following addresses:
Local Government:
City Manager
City of Anna
101 North Powell Parkway
Anna, Texas 75409
State:
Director of Contract Services
Texas Department of Transportation
125 E. 11 h Street
Austin, Texas 78701
All notices shall be deemed given on the date so delivered or so deposited in the mail, unless
otherwise provided in this agreement. Either party may change the above address by sending
written notice of the change to the other party. Either party may request in writing that such
notices shall be delivered personally or by certified U.S. mail and such request shall be honored
and carried out by the other party.
13. Sole Agreement
In the event the terms of the agreement are in conflict with the provisions of any other existing
agreements between the Local Government and the State, the latest agreement shall take
precedence over the other agreements in matters related to the Project.
14. Successors and Assigns
The State and the Local Government each binds itself, its successors, executors, assigns, and
administrators to the other party to this agreement and to the successors, executors, assigns,
and administrators of such other party in respect to all covenants of this agreement.
15. Amendments
By mutual written consent of the parties, this agreement may be amended prior to its expiration.
AFA-AFA_VoITIP Page 4 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #: 18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
16. State Auditor
The state auditor may conduct an audit or investigation of any entity receiving funds from the
State directly under the contract or indirectly through a subcontract under the contract.
Acceptance of funds directly under the contract or indirectly through a subcontract under this
contract acts as acceptance of the authority of the state auditor, under the direction of the
legislative audit committee, to conduct an audit or investigation in connection with those funds.
An entity that is the subject of an audit or investigation must provide the state auditor with access
to any information the state auditor considers relevant to the investigation or audit.
17. Insurance
If this agreement authorizes the Local Government or its contractor to perform any work on State
right of way, before beginning work the entity performing the work shall provide the State with a
fully executed copy of the State's Form 1560 Certificate of Insurance verifying the existence of
coverage in the amounts and types specified on the Certificate of Insurance for all persons and
entities working on State right of way. This coverage shall be maintained until all work on the
State right of way is complete. If coverage is not maintained, all work on State right of way shall
cease immediately and the State may recover damages and all costs of completing the work.
18. Signatory Warranty
Each signatory warrants that the signatory has necessary authority to execute this agreement on
behalf of the entity represented.
THIS AGREEMENT IS EXECUTED by the State and the Local Government in duplicate.
THE LOCAL GOVERNMENT —CITY OF ANNA
By:
Phillip Sanders
City Manager
Date:
THE STATE OF TEXAS
By:
Regional Director
Date:
AFA-AFA_VoITIP Page 5 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #: 18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
ATTACHMENT A
PAYMENT PROVISION AND WORK RESPONSIBILITIES
The Local Government will pay 100% of the cost for the construction of two median openings, (1) at
Sta.19+50; and (2) at Sta. 67+75 on FM 455 from US 75 northbound Frontage Road to SH 5 in the
City of Anna. The Local Government's estimated cost for this improvement is $176,374.96 including
all construction items and direct state costs. The State has estimated the Project cost to be as
follows:
Total
Federal
State
Local
Description
Estimate
Participation
Participation
Participation
Cost
Construction (by State)
Station 19+50
$81,772.15
0%
$0
0%
$0
100%
$813772015
67+75
$67,748.84
�
�0
�
$67,748884
_Station
Total Construction
$149,520099
-�% -
$0
- ------
$0
--100%--
$149,520899
Direct State Cost-CST@10.69%
Station 19+50
$8,741.44
0%
$0
0%
$0
100%
$8,741044
Station 67+75
100%
- -------------------------------------------------------------
Total Direct State Cost
-$71242.35
$15,983.79
-0%
0%
-$0
$0
-0%
0%
-$0
$0
100%
-$75242.35
$15,983.79
Indirect State Cost-CST@7.27%
Station 19+50
$5,944.84
0%
$0
0%
$0
100%
$5,944.84
Station 67+75
100%
- ---------------------------------
Total Indirect State Cost
-$4,925.34
$10,870.18
-0%
0%
-$0
$0
-0%
0%
-$0
$0
100%
-$4,925.34
$10,870.18
TOTAL
$176,374.96
$0
$0
$176,374.96
Estimated Total Local Government Participation (100%) _ $176,374.96
Estimated Total Payment by the Local Government to the State on full execution of this Agreement = $176,374.96
This is an estimate. The final amount of the Local Government participation will be based on actual costs.
AFA-AFA_VoITIP Page 1 of 1 Attachment A
Y{OUkZ} HOMETOW 1V
Council Meeting: December 18, 2012
Account Code #
Amount:
Item No. 10
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: City Manager
Exhibits: X Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding a Resolution approving a
Development Agreement with Anna 31 Retail LP.
SUMMARY: The attached Development Agreement with Anna 31 Retail LP constitutes an
agreement by Anna 31 LP to fund one-half of the City's financial obligations for the construction
of a median opening in front of the KFC/Taco Bell on FM 455.
RECOMMENDATION: Staff recommends approval of the attached Resolution and
Agreement.
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A DEVELOPMENT
AGREEMENT BETWEEN THE CITY OF ANNA, TEXAS AND ANNA 31 RETAIL LP
WHEREAS, the City of Anna, Texas (the "City") and Anna Retail LP desire to enter into a
Development Agreement related to the construction of a median opening on FM 455 (the
'Agreement"); and
WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that
approval of the Agreement is in the best interests of the citizens of Anna;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS THAT:
Section 1. Recitals Incorporated
The recitals set forth above are incorporated herein for all purposes as if set forth in full.
Section 2. Approval of Agreement
The City Council hereby approves the Development Agreement attached hereto as Exhibit
1, and authorizes, ratifies and approves the City Manager's execution of same subject. The
City Manager is hereby authorized to execute all documents and to take all other actions
necessary to finalize, act under, and enforce the Agreement.
PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 18th day
of December, 2012.
APPROVED:
ATTEST:
Mike Crist, Mayor Natha Wilkison, City Secretary
CITY OF ANNA, TEXAS RESOLUTION NO._ PAGE 1 OF 1
DEVELOPMENT AGREEMENT
This Development Agreement (this "Agreement") is entered into between the City
A Anna, Texas (the "City") and Anna 31 Retail, LP ("Owner").
WHEREAS, Owner and the City are sometimes collectively referenced in this
Agreement as the "Parties'; and
WHEREAS, it is the Parties mutual intent that this Agreement shall govern only
the subject matter specifically set forth herein and that this Agreement shall supersede
any other agreement between the Parties and the City's ordinances and other
regulations only to the extent that any such agreements, ordinances or regulations
directly conflict with the terms of this Agreement; and
WHEREAS, the Owner is the sale owner of a parcel or parcels of real property
the "Property") in Collin County, Texas, which is located entirely within the corporate
limits of the City of Anna and is more particularly and separately or jointly described in
the attached EXHIBIT A; and
WHEREAS, the Texas Department of Transportation ("TxDOT") plans to
reconstruct and widen FM 455 between U.S. 75 and S.H. 5 (the "Project"); and
WHEREAS, as part of the Project, TxDOT will construct a raised median
between the east and west bound traffic lanes; and
WHEREAS, the Owner desires to fund one-half of the cost required to construct
a left turn lane and median opening adjacent to the Owner's property as shown on the
attached EXHIBIT B (the "Median Opening"); and
WHEREAS, TxDOT has agreed to construct the Median Opening as part of the
Project if the City pays for full cost of the Median Opening as required in the Advance
Funding Agreement attached hereto as EXHIBIT C, and
WHEREAS, the Owner understands and acknowledges that the City will approve
the Advance Funding Agreement only if Owner and/or the owners) of the property
described as Lot 2R-D and Lot 2R-C in the Anna Retail Addition located in the Thomas
Ratton Survey, Abstract No. 782, City of Anna, Collin County, Texas, first agree in
writing in a form acceptable to the City to fund the City's full financial obligations for the
Median Opening at Station 19+50 under the Advance Funding Agreement;
NOW, THEREFORE, in consideration of the mutual covenants captained herein,
the Parties agree as follows:
Section 1. Recitals Incorporated. The recitals set forth above are incorporated
herein as if set forth in full to further describe the Parties' intent under this Agreement
and said recitals constitute representations and warranties by the Owner to the City:
Section 2. Owner's Obligations. The Owner shall pay the City an amount equal to
one-half of the City's total financial obligation, as outlined in the Advance Funding
Agreement, for the construction of a median opening at Station 19+50 as described in
1
the Advance Funding Agreement and as shown on Exhibit B. The Owner's obligations
to make payments under this Agreement shall not arise unless and until the City Council
approves the Advance Funding Agreement or an agreement, substantially similar in
form, that provides for the construction of a median opening Station 19+50.
Section 3. Timing of Payments. The Owner shall make any payments required under
this Agreement within 30 days from the date the City sends written notice to the Owner
that payments are due. Said written notice shall occur no sooner than 40 days prior to
the date payments by the City are due and payable to TxDOT under the Advance
Funding Agreement.
Section 4. City's Obligations. The City's duties and obligations under this Agreement
are limited to the City's duties and obligations under the Advance Funding Agreement
as related to the Median Opening as shown on the attached Exhibit B, or an agreement,
substantially similar in form, that provides for the construction of a median opening at
Station 19+50.
Section 6. Effective Date. The effective date of this Agreement is the date that the
last of the Parties' signatures to this Agreement is fully and properly affixed to this
Agreement and acknowledged by a notary public. The City's duties and obligations
hereunder shall not arise unless and until the City Council has duly adopted this
Agreement and the Owner has duly executed same. The failure of any person or
entity —other than the Owner —who owns any interest in the Property shall not prevent
or delay this Agreement from becoming effective.
Section 7. THE OWNER COVENANTS AND AGREES, JOINTLY AND SEVERALLY,
TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY AGAINST ANY AND
ALL LEGAL CLAIMS, BY ANY PERSON OR ENTITY CLAIMING AN OWNERSHIP
INTEREST IN THE PROPERTY WHO HAS NOT SIGNED THIS AGREEMENT AND
WHICH CLAIMS (1) ARISE IN ANY WAY FROM THE CITY'S RELIANCE ON THIS
AGREEMENT, AND (2) RELATE IN ANY MANNER OR ARISE IN CONNECTION
WITH THIS AGREEMENT,
Section 8. This Agreement may be enforced by the City by any proceeding at law or in
equity. Failure to do so shall not be deemed a waiver to enforce the provisions of this
Agreement thereafter. The Owner's sole remedy for nonperformance by the City shall
be to seek specific performance of the terms of this Agreement. This Agreement does
not waive any rights or immunities otherwise existing under law unless expressly set
forth herein and the Parties understand and agree that this Agreement is not one for the
provision of goods or services to the City by the Owner or any other person.
Section 9. Exclusive jurisdiction, forum and venue for any dispute arising out of this
Agreement shall be in a court of competent jurisdiction in Collin County, Texas.
Section 10. Notwithstanding igns any other provision of this Agreement, Owner and its
successors or assmust comply with all applicable statutes or regulations of the
United States and the State of Texas, as well as any City ordinances in effect on the
Effective Date and not in conflict with this Agreement, and any rules implementing such
statutes or regulations.
2
Section 11. Assignment by Owner.
(a) Except as otherwise provided in this paragraph, Owner has the right (from time to
time upon delivery of two weeks' prior written note to the City) to assign this Agreement,
in whole or in part, and including any obligation, right, title, or interest of Owner under
this Agreement, to any person or entity (an "Assignee") that will become an owner of
any portion of the Property or that is an entity that is controlled by or under common
control with Owner. Notwithstanding the foregoing, Owner shall not assign this
Agreement, in whole or in part, to an Assignee if the City, after action by the City
Council (which action shall be considered by the City in good faith based upon financial
and performance criteria, and which action shall not be unreasonably withheld,
conditioned or delayed), notifies Owner within 14 days of receipt of the written notice
required by this Section 10(a) that such Assignee fails to satisfy the City's financial and
performance criteria. If the City provides such notice to Owner then the Parties, within
14 days of such notice, shall mediate the dispute. The mediator shall be mutually
agreed -upon; and the cost of such mediator shall be paid equally by the Parties. The
mediator's determination shall not be binding on the Parties. If a Party refuses to
mediate, then the decision of the Party willing to mediate shall be binding.
(b) Each assignment shall be in writing executed by Owner and the Assignee and
shall obligate the Assignee to be bound by this Agreement to the extent this Agreement
applies or relates to the obligations, rights, title, or interests being assigned. From and
after such assignment, the City agrees to look solely to the Assignee for the
performance of all obligations to the extent assigned to the Assignee and agrees that
Owner shall be released from subsequently performing such assigned obligations and
from any liability that results from the Assignee's failure to perform the assigned
obligations; provided, however, that: (1) Section 7 of this Agreement shall survive any
such assignment, and (2) Owner shall not be released until the City receives an
executed copy of such assignment. No assignment by Owner shall release Owner from
any liability that resulted from an act or omission by Owner that occurred prior to the
effective date of the assignment unless the City approves the release in writing. Owner
shall maintain written records of all assignments made by Owner to Assignees,
including a copy of each executed assignment and the Assignee's Notice information as
required by this Agreement, and, upon written request from any Party or Assignee, shall
provide a copy of such records to the requesting person or entity.
Section 12. This Agreement is for the sole and exclusive benefit of the City and the
Owner and is not intended to and shall not confer any rights or benefits on any third
party not a signatory hereto.
Section 13. This Agreement may be separately executed in individual counterparts
and, upon execution, shall constitute one and same instrument.
Section 14. All notices, demands or other communications required or provided
hereunder shall be in writing and shall be deemed to have been given on the earlier to
occur of actual receipt or three (3) days after the same are deposited in the United
States mail, certified or registered, postage prepaid, return receipt requested, and
addressed to the parties at the addresses set forth below or at such other addresses as
such parties may designate by notice to the other parties.
3
SIGNATURES:
Anna 31 Retail, LP
A Texas limited partnership
By: DEC Properties, L.L..C.
a Texas limited liability'
David E. CI'd�
Sole Manager
Address: (8400 Westchester
Suite 300
(Dallas, Texas 75225
Telephone: (214-361-8300
Facsimile: (214-361-1155
Email: (decinv@swbell.net
City of Anna
By:
Philip Sanders, City Manager
Address: 111 N. Powell Parkway
Anna, TX 75409
Attn: City Manager
Telephone: (972) 924-3325
Facsimile: (972) 924-2620
With a copy to:
Clark McCoy
Wolfe, Tidwell & McCoy, LLP
2591 Dallas Parkway, Ste, 205
Frisco, TX 75034
Telephone: (972) 712-3530
Facsimile: (972) 712-3540
IN WITNESS WHEREOF: ��,� �' KYMBERIY JANE DONACHIE
Notary Public, State of Texas
STATE OF TEXAS My Commission Expires
§ November 22. 2016
COUNTY OF b0i 5 §
Before me, the undersigned notary public, on the day of � ,2012,
personally appeared David E. Claassen, known to me (or proved to me) to be the
person whose name is subscribed to the foregoing instrument and acknowledged to me
that he executed the same in his capacity as sole manager of DEC Properties, L.L.C. a
Texas limited liability company, general partner of Anna 31 Retail, LP, a Texas limited
partnership.
5
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EXHIBIT C
CSJ if: 0816-04-044
Qistrict #: 18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
STATE OF TEXAS §
COUNTY OF TRAVIS §
ADVANCE FUNDING AGREEMENT FOR VOLUNTARY
LOCAL GOVERNMENT CONTRIBUTIONS
TO TRANSPORTATION IMPROVEMENT
PROJECTS WITH NO REQUIRED MATCH
ON -SYSTEM
THIS AGREEMENT is made by and between the State of Texas, acting by and through the Texas
Department of Transportation, called the "State", and the City of Anna, acting by and through its duly
authorized officials, called the "Local Government."
WITNESSETH
WHEREAS, Transportation Code, Chapters 201, 221, 22?, and 361, authorize the State to lay out,
construct, maintain, and operate a system of streets, roads, and highways that comprise the State
Highway Systems and,
WHEREAS, Government Code, Chapter 791, and Transportation Code, §201.209 and Chapter 221,
authorize the State to contract with municipalities and political subdivisions; and,
WHEREAS, Commission Minute Order Numbers 112844 and 113074 authorize the State to
undertake and complete a highway improvement generally described as widening existing facility to a
4dane urban divided, ultimate 6-lane facility on FM 455 from US 75 northbound Frontage Road to SH
5; and,
WHEREAS, the Local Government has requested that the State allow the Local Government to
participate in said improvement by funding that portion of the improvement described as the
construction of three median openings, (1) at Sta.19+50; (2) at Sta. 67+750 and, (3) 106+50 on FM
455 from US 75 northbound Frontage Road to SH 5, called the "Project"; and,
WHEREAS, the State has determined that such participation is in the best interest of the citizens of
the State;
NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements
of the parties hereto, to be by them respectively kept and performed as hereinafter set forth, the
State and the Local Government do agree as follows:
AGREEMENT
1. Time Period Covered
This agreement becomes effective when signed by the last party whose signing makes the
agreement fully executed, and the State and the Local Government will consider it to be in full
force and effect until the Project described in this agreement has been completed and accepted
by all parties or unless terminated, as provided for by this agreement.
AFA-AFA VoITIP Page 1 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #: 1 &Dallas
Code Chart 64 #101300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
2. Project Funding and Work Responsibilities
A. The State will authorize the performance of only those Project items of work which the Local
Government has requested and has agreed to pay for as described in Attachment A,
Payment Provision and Work Responsibilities which is attached to and made a part of this
contract. In addition to identifying those items of work paid for by payments to the State,
Attachment A, Payment Provision and Work Responsibilities, also specifies those Project
items of work that are the responsibility of the Local Government and will be carried out and
completed by the Local Government, at no cost to the State.
B. At least sixty (60) days prior to the date set for receipt of the construction bids, the Local
Government shall remit its remaining financial share for the State's estimated construction
oversight and construction costs.
C. In the event that the State determines that additional funding by the Local Government is
required at any time during the Project, the State will notify the Local Government in writing.
The Local Government shall make payment to the State within thirty (30) days from receipt of
the State's written notification.
D. Whenever funds are paid by the Local Government to the State under this agreement, the
Local Government shall remit a check or warrant made payable to the "Texas Department of
Transportation Trust Fund." The check or warrant shall be deposited by the State in an
escrow account to be managed by the State. Funds in the escrow account may only be
applied by the State to the Project. If, after final Project accounting, excess funds remain in
the escrow account, those funds may be applied by the State to the Local Government's
contractual obligations to the State under another advance funding agreement with approval
by appropriate personnel of the Local Government,
3. Right of Access
If the Local Government is the owner of any part of the Project site, the Local Government shall
permit the State or its authorized representative access to the site to perform any activities
required to execute the work.
4. Adjustments Outside the Project Site
The Local Government will provide for all necessary right of way and utility adjustments needed
for performance of the work on sites not owned or to be acquired by the State.
5. Responsibilities of the Parties
The State and the Local Government agree that neither party is an agent, servant, or employee
of the other party and each party agrees it is responsible for its individual acts and deeds as well
as the acts and deeds of its contractors, employees, representatives, and agents.
6. Document and Information Exchange
The Local Government agrees to electronically deliver to the State all general notes,
specifications, contract provision requirements and related documentation in a Microsoft@ Word
or similar document. If requested by the State, the Local Government will use the State's
document template. The Local Government shall also provide a detailed construction time
estimate including types of activities and month in the format required by the State. This
requirement applies whether the local government creates the documents with its own forces or
by hiring a consultant or professional provider. At the request of the State, the Local
AFA-AFA_VoITIP Page 2 of 5
Revised 04/01/11
CSJ #: 0816-04-044
District #: 18-Dallas
Cade Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
Government shall submit any information required by the State in the format directed by the
State.
7. Interest
The State will not pay interest on funds provided by the Local Government. Funds provided by
the Local Government will be deposited into, and retained in, the State Treasury,
8. Inspection and Conduct of Work
Unless otherwise specifically stated in Attachment A, Payment Provision and Work
Responsibilities, to this contract, the State will supervise and inspect all work performed
hereunder and provide such engineering inspection and testing services as may be required to
ensure that the Project is accomplished in accordance with the approved plans and
specifications. All correspondence and instructions to the contractor performing the work will be
the sole responsibility of the State. Unless otherwise specifically stated in Attachment A to this
contract, all work will be performed in accordance with the Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges adopted by the State and
incorporated in this agreement by reference, or special specifications approved by the State.
9. Increased Costs
A. In the event it is determined that the funding provided by the Local Government will be
insufficient to cover the State's cost for performance of the Local Government's requested
work, the Local Government will pay to the State the additional funds necessary to cover the
anticipated additional cost. The State shall send the Local Government a written notification
stating the amount of additional funding needed and stating the reasons for the needed
additional funds. The Local Government shall pay the funds to the State within thirty (30)
days of the written notification, unless otherwise agreed to by all parties to this agreement. If
the Local Government cannot pay the additional funds, this contract shall be mutually
terminated in accordance with Article 11 — Termination. If this is a fixed price agreement as
specified in Attachment A, Payment Provision and Work Responsibilities, this provision shall
only apply in the event changed site conditions are discovered or as mutually agreed upon by
the State and the Local Government.
S. If any existing or future local ordinances, commissioners court orders, rules, policies, or other
directives, including but not limited to outdoor advertising billboards and storm water drainage
facility requirements, are more restrictive than State or Federal Regulations, or if any other
locally proposed changes, including but not limited to plats or replats, result in increased
costs, then any increased costs associated with the ordinances or changes will be paid by the
Local Government. The cost of providing right of way acquired by the State shall mean the
total expenses in acquiring the property interests either through negotiations or eminent
domain proceedings, including but not limited to expenses related to relocation, removal, and
adjustment of eligible utilities.
10. Maintenance
Upon completion of the Project, the State will assume responsibility for the maintenance of the
completed Project unless otherwise specified in Attachment A to this agreement.
AFA-AFA_VoITIP Page 3 of 5 Revised 04/01/11
CSJ M 0816=04-044
District #: 18-Dallas
Code Chart 64 M 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
11. Termination
A. This agreement may be terminated in the following manner:
1. By mutual written agreement and consent of both parties,
2. By either party upon the failure of the other party to fulfill the obligations set forth in this
agreement; or
3. By the State if it determines that the performance of the Project is not in the best interest
of the State.
B. If the agreement is terminated in accordance with the above provisions, the Local
Government will be responsible for the payment of Project costs incurred by the State on
behalf of the Local Government up to the time of termination.
C. Upon completion of the Project, the State will perform an audit of the Project costs. Any
funds due to the Local Government, the State, or the Federal Government will be promptly
paid by the owing party.
12. Notices
All notices to either party by the other required under this agreement shall be delivered
personally or sent by certified or U.S. mail, postage prepaid or sent by electronic mail, (electronic
notice being permitted to the extent permitted by law but only after a separate written consent of
the parties), addressed to such party at the following addresses:
Local Government:
City Manager
City of Anna
101 North Powell Parkway
Anna, Texas 75409
State:
Director of Contract Services
Texas Department of Transportation
125 E. 11 h Street
Austin, Texas 78701
All notices shall be deemed given on the date so delivered or so deposited in the mail, unless
otherwise provided in this agreement. Either party may change the above address by sending
written notice of the change to the other party. Either party may request in writing that such
notices shall be delivered personally or by certified U.S. mail and such request shall be honored
and carried out by the other party.
13. Sole Agreement
In the event the terms of the agreement are in conflict with the provisions of any other existing
agreements between the Local Government and the State, the latest agreement shall take
precedence over the other agreements in matters related to the Project.
14. Successors and Assigns
The State and the Local Government each binds itself, its successors, executors, assigns, and
administrators to the other party to this agreement and to the successors, executors, assigns,
and administrators of such other party in respect to all covenants of this agreement.
15. Amendments
By mutual written consent of the parties, this agreement maybe amended prior to its expiration.
AFA-AFA_Vo1TIP Page 4 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #:18-Dallas
Code Chart 64 #: 01300
Project: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
16. State Auditor
The state auditor may conduct an audit or investigation of any entity receiving funds from the
State directly under the contract or indirectly through a subcontract under the contract.
Acceptance of funds directly under the contract or indirectly through a subcontract under this
contract acts as acceptance of the authority of the state auditor, under the direction of the
legislative audit committee, to conduct an audit or investigation in connection with those funds.
An entity that is the subject of an audit or investigation must provide the state auditor with access
to any information the state auditor considers relevant to the investigation or audit.
17. Insurance
If this agreement authorizes the Local Government or its contractor to perform any work on State
right of way, before beginning work the entity performing the.work shall provide the State with a
fully executed copy of the State's Form 1560 Certificate of Insurance verifying the existence of
coverage in the amounts and types specified on the Certificate of Insurance for all persons and
entities working on State right of way. This coverage shall be maintained until all work on the
State right of way is complete. If coverage is not maintained, all work on State right of way shall
cease Immediately and the State may recover damages and all costs of completing the work.
18. Signatory Warranty
Each signatory warrants that the signatory has necessary authority to execute this agreement on
behalf of the entity represented.
THIS AGREEMENT IS EXECUTED by the State and the Local Government in duplicate.
THE LOCAL GOVERNMENT —CITY OF ANNA
By:
Phillip Sanders
City Manager
Date:
THE STATE OF TEXAS
By:
Regional Director
Date:
AFA-AFA VoITIP Page 5 of 5 Revised 04/01/11
CSJ #: 0816-04-044
District #: 18-Dallas
Code Chart 64 #: 01300
Prj
oect: FM 455
Limits: From US 75 northbound Frontage Road to SH 5
ATTACHMENT A
PAYMENT PROVISION AND WORK RESPONSIBILITIES
The Local Government will pay 1009/6 of the cost for the construction of three median openings, (1) at
Sta.19+500 (2) at Sta. 67+752 and, (3) 106+50 on FM 455 from US 75 northbound Frontage Road to
SH 5 in the City of Anna. The Local Government's estimated cost for this improvement is
$237,881.59 including all construction items and direct state costs. The State has estimated the
Project cost to be as follows:
Estimated Total Local Government Participation (100%) = 237 881.59
Estimated Total Payment by the Local Government to the State on full execution of this Agreement = $237,881.59
This is an estimate. The final amount of the Local Government participation will be based on actual costs.
AFA-AFA_VoIT(P Page 1 of 1
Attachment A
Council Meeting: December 18 2012
Account Code #:Existing GTUA Water Bonds
Budgeted Amount: $98 500
Item No. 11
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: City Manager
Exhibits: X Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action r regarding a Resolution authorizing GTUA to
execute a contract with A&M Construction &Utilities, Inc. for the Water Well No. 2 Ground
Storage Tank Rehabilitation Project.
SUMMARY: The Water Well No. 2 ground storage tank has been in need of significant
rehabilitation for several years. This tank is located on S.H. 5 just south of the Geer mobile
home park. Several years ago the City issued water project bonds through the Greater Texoma
Utility Authority (GTUA). Since the completion of the original water bond projects, there is
just over $200K remaining in City's GTUA water project bond fund. Staff and the Council have
previously discussed using roughly half of the remaining bond funds to rehabilitate the Water
Well No. 2 ground storage tank.
Sealed bids for this project were opened on December 4. Of the nine bids we received, the low
bid was submitted by A&M Construction & Utilities, Inc. of Rowlett, Texas in the amount of
$98,500. The project engineer has review references provided by A&M Utilities and has
determined that the company has a record of satisfactorily completing project similar to this
project, and they appear to have the necessary equipment and appropriate financial means to
properly pursue this work.
Prior approval of the City Council is required before GTUA can award the bid contract.
RECOMMENDATION: Staff recommends approval of the attached Resolution which
authorizes GTUA to award a bid on this project to A&IVI Utilities.
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZING THE GREATER
TEXOMA UTILITY AUTHORITY (GTUA) TO EXECUTE A CONTRACT WITH A&M
CONSTRUCTION & UTILITIES, INC. FOR THE WATER WELL NO. 2 GROUND STORAGE
TANK REHABILITATION PROJECT.
WHEREAS, the Water Well No. 2 ground storage tank has been in need of significant
rehabilitation for several years (the "Project"); and,
WHEREAS, there are funds available for this Project from bonds previously issued by GTUA
for City of Anna water projects; and,
WHEREAS, the City Council of the of the City of Anna, Texas (the City Council) has
previously authorized GTUA to solicit competitive bids for the Project; and,
WHEREAS, GTUA, having solicited competitive bids in accordance with State law, opened
said bids on December 4, 2012; and,
WHEREAS, A&M Construction &Utilities, Inc. is the apparent low bidder having submitted a
bid of $98,500; and,
WHEREAS, the City Council desires to authorize GTUA to award the Project bid to and
execute a contract with A&M Construction & Utilities, Inc. for construction of the Project;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Authorization of Contract Award.
The City Council hereby authorizes the Greater Texoma Utility Authority to execute a
contract with A&M Construction &Utilities, Inc. for the Water Well No. 2 Ground Storage
Tank Rehabilitation Project.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 18th day
of December 2012.
ATTEST:
Natha Wilkison, City Secretary
APPROVED:
Mayor, Mike Crist
CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 1
BIXK UYr, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 Fax (214) 461-8390 Phone (214) 361-7900
JOHN W. BIRKHOFF, P.E.
GARY C. HENDRICKS, P.E.
JOE R. CARTER, P.E.
PAUL A. CARLINE, P.E.
MATT HICKEY, P.E.
ANDREW MATA, JR., P.E.
JOSEPH T. GRAJEWSKI, III, P.E.
DEREK B. CHANEY, P.E.
Mr. Jerry Chapman
General Manager
Greater Texoma Utility Authority
5100 Airport Drive
Dennison, Texas 75020
Re: City of Anna GSR No. 2 Rehabilitation
Bid Award Recommendation
Dear Mr. Chapman:
December 11, 2012
We have checked the bids received at 2:00 p.m, Tuesday, December 4, 2012 for the City of Anna GSR No. 2
Rehabilitation Project. We are enclosing six ku) copies each of the Tabulation of Bids and Inc Bid Summary.
The low bid was submitted by A & M Construction & Utilities, Inc. of Rowlett, Texas in the amount of
$981500.00.
We have checked references provided and find that A & M Construction &Utilities, Inc. has a record of
satisfactorily completing projects similar to this project; and they appear to have the necessary equipment and
appropriate financial means to properly pursue this work. Accordingly, based on the information we have
available to us, we recommend the GTUA award a construction contract to the lowest responsible bidder A &
M Construction & Utilities, Inc. in the amount of $98,500.00
We are available to discuss our recommendation and this project further at your convenience.
Sincerely,
Craig M. erkhoff, P.E.
Enclosures
Cc: Mr. Philip Sanders
Ms. Natha Wilkison
Mr. James Parkman
Texas American Public Works Association 2011 Awardee
Environmental Project of the Year $2-$10 Million —Columbian Pump Station Rehabilitation
j:\cierical\ama\2012-I07 water well #2 gsrUettersUc\bid recommendation.docx Texas Firm F526
GREATER TEXOIVIA UTILITY AUTHORITY kOwner)
City of Anna
Water Well No. 2 Ground Storage Tank Rehabilitation
BID SUIVIlVIAItY
Bids Received at 2:00 p.m., Tuesday, December 4, 2012
Contractor
1. A & M Construction &Utilities, Inc.
4950 Grisham Dr.
Rowlett, TX 75088
2. Central Tank Coatings, Inc.
22528 Canoe Rd
Elgin, IA 52141
3. Cherokee Painting &Sandblasting, Inc.
PO Box 1348
Jacksonville, TX 75766
4. J R Stelzer Co.
5850 Russell Drive, Suite 1
Lincoln, NB 68507-3187
5. Champion Coatings, Inc.
7385 West 126th Street
Savage, MN 55378
6. N.G. Painting, LLP
1225 Bandera Hwy, Suite A2
Kerrville, TX 78028
7. Utility Service Co., Inc.
535 Courtney Hodges Blvd.
Perry, GA 31069
8. TMI Coatings, Inc.
3291 Terminal Dr.
St. Paul, MN 55121
9. Classic Protective Coatings, Inc.
N 7670 State Hwy 25
Menomonie, WI 54751
Total Amount Bid
$ 98,500.00
$ 100,400.00
$ 109,693.00
$ 154,700.00
$ 157,600.00
$ 158,486.00
$ 252,200.00
$ 254,000.00
$ 259,400.00
l:\CLERtCAL\Anna@0t2-107 Water Well #2 GSR\Spar\Tech-Spec\I2-P&BS-2.xkx
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X{OIIR} HOMET017f/N
Council Meeting: December 18, 2012
Account Code #
Item No. 12
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: City Manager
Amount: Exhibits: X Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding a Resolution approving an
appointment to serve a two-year term on the Greater Texoma Utility Authority Board of
Directors.
SUMMARY: The Greater Texoma Utility Authority (GTUA) is a local political subdivision of
the State and is governed by a Board of Directors. The Authority is a special4aw district
organized under Article XVI, Section 59, of the Texas constitution and operates under Chapter
49 of the Texas Water Code. GTUA member cities include: Denison, Sherman Anna, Bailey,
Collinsville, Ector, Gainesville, Gunter, Howe, Leonard, Muenster, Pottsboro, Tioga, Tom Bean,
Valley View, Van Alstyne, Whitesboro, and Whitewright.
The Authority operates under the provisions of Chapter 49 of the Texas Water Code. The
Authority has no taxing power, but may incur debt by the issuance of bonds supported by
revenues from the operations it finances. The Authority may enter into contracts to provide
services for member cities and others when requested. The Authority provides its member cities
with assistance in financing and construction of water and wastewater facilities. The Authority
may also be requested to provide operations services for water and wastewater facilities by
member cities and others.
The Authority is governed by a Board of Directors appointed by its member cities. Places 1, 2,
and 3 are appointed by the City of Denison. Places 4, 5, and 6 are appointed by the City of
Sherman. The City of Gainesville appoints a member for Place 7, with Place 8 appointed by the
City of Anna. Place 9 is appointed by the general law member cities. Board members serve two-
year terms. Half of the Directors are appointed each year so that the terms overlap. The Board of
Directors is responsible for establishing all policies of the Authority.
Duane Hayes currently serves as the City of Anna's appointee to the Greater Texoma Utility
Authority's Board of Directors in Place 8. His term expires at the end of 2012. Mr. Hayes is
eligible for and has asked to be considered for reappointment to another two-year term. The
Board typically meets on the third Monday of each month at 12:00 noon.
CITY OF ANNA, TEXAS
RESOLUTION NO.
A RESOLUTION OF THE CITY OF ANNA, TEXAS MAKING AN APPOINTMENT TO THE
GREATER TEXOMA UTILITY AUTHORITY BOARD OF DIRECTORS FOR A TWO YEAR
TERM
WHEREAS, the City of Anna, Texas (the "City") is a member of the Greater Texoma Utility
Authority ("GTUA" or the "Authority"); and,
WHEREAS, GTUA is a special -law district organized under Article XVI, Section 59, of the
Texas constitution and operates under Chapter 49 of the Texas Water Code; and,
WHERAS, GTUA is governed by a Board of Directors appointed by its member cities; and,
WHEREAS, Place 8 on the GTUA Board is appointed by the City Council of the City of Anna,
Texas (the "City Council"); and,
WHEREAS, the term of current GTUA Board member serving in Place 8 expires at the end
of 2012.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Appointment to the GTUA Board of Directors.
The City Council hereby appoints
in Place 8 on the GTUA Board of Directors.
to serve atwo-year term
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 18th day
of December 2012.
ATTEST:
Natha Wilkison, City Secretary
APPROVED:
Mayor, Mike Crist
CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 1
Council Meeting:
Account Code #
Amount:
December 18 2012
Item No. 13
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: City Manager
Exhibits: X Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding a Resolution casting a ballot for the
election of the Texas Coalition for Affordable Power Board of Directors.
SUMMARY: The Texas Coalition for Affordable Power (TCAP) was authorized when the
Texas Legislature took action to deregulate the state's electricity market in 2001, the Texas
Coalition for Affordable Power is a unique alliance of cities and other political subdivisions that
have joined together to purchase electricity for their own governmental use.
The more than 160 cities and other political subdivisions that comprise TCAP purchase in excess
of 1.3 billion kilowatt/hours of power each year, making it the largest coalition of its type in the
state. Using the strength of its numbers, TCAP negotiates terms and conditions for electric
service that may be unavailable to a single city acting alone. The City of Anna is currently a
member of the TCAP cooperative and we purchase much of electricity through TCAP.
The TCAP Board is responsible for developing TCAP's strategic plan and supporting policies
with the goal of obtaining for its members reliable, low-cost electricity, ideally through
predictable, long-term contracts. TCAP also plays a role in influencing legislative and regulatory
actions that will ensure a truly competitive electric power market in Texas that will benefit
residential and business customers, the constituents that your organization serves.
Attached to this memo is a ballot for the election of eight members to the TCAP Board of
Directors for the 2013-2014 term of office. Eight individuals have volunteered to become
candidates for TCAP directors and their brief biographies are included. The City has been asked
to complete the ballot and return it to Margaret Somereve, TCAP's secretary before the Friday,
December 31, 2012 deadline.
CITY OF ANNA, TEXAS
MLIWTUIML§jIMi►�i CVa
A RESOLUTION OF THE CITY OF ANNA, TEXAS CASTING A BALLOT IN THE
ELCECTION FOR THE TEXAS COALITION FOR AFFORDABLE POWER BOARD OF
DIRECTORS
WHEREAS, the Texas Coalition for Affordable Power (TCAP) was authorized when the
Texas Legislature took action to deregulate the state's electricity market in 2001; and,
WHEREAS, TCAP is a unique alliance of cities and other political subdivisions that have
joined together to purchase electricity for their own governmental use; and,
WHERAS, the City of Anna, Texas (the "City") is a member of TCAP and is eligible to cast a
ballot for the TCAP Board of Directors;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS, THAT:
Section 1. Recitals Incorporated.
The recitals above are incorporated herein as if set forth in full for all purposes.
Section 2. Approval of Ballot in the TCAP Board of Directors Election.
The City Council of the City of Anna, Texas hereby casts its ballot to elect the following
individuals to the IAP Board of Directors:
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 18th day
of December 2012.
ATTEST:
Natha Wilkison, City Secretary
APPROVED:
Mayor, Mike Crist
CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 1
Instructions for Votln6:
Only one ballot per member city/entity. The member representative is entitled to cast eight votes
for the eight positions to be filled. PLEASE BE SURE THAT NO MORE THAN EIGHT
CANDIDATES HAVE BEEN CHECKED! Ballots with more than eight cast votes will be
rejected No more than one vote may be cast for the same nominee. Places 1, 3, and S will be
filled by the three candidates in the high consumption (HQ category receiving the most votes.
Places land 9 will be filled by the candidate in the medium consumption (MC) categol y
receiving the most votes. Place 11 will be filled by the candidate in the low consumption (LC)
category receiving the most votes. Places 13 and 15 will be filled by the two candidates receiving
the most votes but who were not elected to a particular consumption category. The exception to
this rule is the requirement in TCAP Bylaws that stipulates the board of directors include at least
one member from each of the four ERCOT zones (North, South, West, and Houston). Nominees
who are incumbents (I) are noted on the ballot.
❑ Jay Doegey, Arlington — HC (I)
❑ Jonathan Phillips, Keller - LC
❑ Teclo J. Garcia, McAllen - HC
❑ David L. Ragsdale, Benbrook — LC (I)
❑ Clifford Howard, Lewisville - MC
❑ Gilbert Reyna, Jr, Victoria — MC (I)
❑ Alison Logan, Corpus Christi- HC (I)
❑ Carlos Yerena, Harlingen- HC (I)
Please complete and return by 5 n.m. C.S.T.,
Monday, December 31, 2012 to:
Margaret Somereve, TCAP Secretary
15455 Dallas Parkway, Suite 600
Addison, TX 75001
or msomereve@tcaptx.com
You may also submit in person by 4*00 p.m. at
the January 4, 2012 TCAP Meeting
Submitted by (MUST BE COMPLETED):
Printed Name
Signature
Member City/Entity:
2013/2014 TCAP Board Biographies
Jay Doegey, City of Arlington
Jay Doegey has been the Arlington City Attorney since 1986. He was an Assistant City Attorney
in Corpus Christi from 1977 until 1986. He has a B.A. in mathematics with a minor in
economics from Southern Illinois University and a J.D. from the University of Texas in
Austin. He served in the U.S. Navy both on active duty and in the reserves and retired after 23
years as a Captain. He is the Chair of the Oncor (Electric) Cities Steering Committee, Co -Chair
of the Atmos (Gas) Cities Steering Committee, Treasurer of Texas Coalition of Cities for Utility
Issues, and an incorporator of CAPP and TCAP. He served as President of the International
Municipal Lawyers Association (IMLA) in 2012 and served as President of the Texas City
Attorneys Association (TCAA) in 2008. He was a leading advocate for the merger of CAPP
With STAP to form TCAP. He has been a tireless advocate for cities particularly in the area of
utilities. He received IMLA's Outstanding National Public Service Award by a Local
Government Attorney (1996), is designated an IMLA Local Government Fellow; and was
recognized in 2012 by IMLA for leading the Arlington City Attorney's Office in achieving
IMLA's designation for Excellence in Legal Services. Jay is a current board member of TCAP
and is serving as its President.
Teclo J. Garcia, City of McAllen
Teclo Garcia started his career at the City of McAllen in 1999 as Director of Media Relations
forming the City's first public information office . After leaving in 2001 to be Editor in Chief at
the Brownsville Herald followed by Senior Editor at the Arizona Republic, Teclo returned to
McAllen in 2008 to the position of Director of Government Affairs for the City of McAllen.
Teclo is currently responsible for developing state and federal legislative agendas for the City on
issues ranging from transit, water policy, immigration, port of entries, aviation, and development.
Prior to 1999, Teclo was with Editor of the Monitor, reporter for the Valley Morning Star and
Corpus Christi Caller — Times, and served in the United States Air Force.
Teclo received his Bachelors in Mass Communications from Southwest Texas State University.
Clifford Howard, City of Lewisville
Clifford Howard is the Fiscal Services Manager for the City of Lewisville and is soon
approaching his 25th anniversary with the City. Clifford's area of expertise is utility rate studies,
utility collection and billing services, as well as banking and investments. For the past 10 years,
Clifford has served on the Dallas Water Utility Cost of Service subcommittee and this past year
he also served on the TCAP Technology committee. He is an active member of the Government
Finance Officers Association, Government Finance Officers Association of Texas, and
Government Treasurers' Organization of Texas. Clifford is a graduate of Midwestern State
University in Wichita Falls and holds a Bachelor's degree in Accounting.
Alison Logan, City of Corpus Christi
Alison Logan is the to Assistant City Attorney and the Chief of Litigation for the City of
Corpus Christi. She has been with the City for six years.
She currently oversees the daily functions of the City Attorneys office including payroll, budget,
personnel issues, and staffing. She also manages all of the litigation in which the City is
involved.
During her tenure with the City Attorneys Office, Alison has worked on a number of high
profile cases including the first civil lawsuit in the State of Texas against the parent of a juvenile
graffiti tagger, a civil injunction against an illegal sand mining operation, a civil injunction
lawsuit against the City to enjoin it from demolishing Memorial Coliseum, a challenge by smoke
shop owners to the City's ordinance regulating "Illegal Smoking Products and Related
Paraphernalia," and two declaratory judgment actions for Bond 2004/2008.
Alison is currently serving on the TCAP Board and is a board member of the State Bar of Texas
Crime Victims' Committee. She also is a past board member of the Red Cross.
Ms. Logan is married and has one daughter.
Jonathan Phillips, City of Keller
Jonathan Phillips is the Management Assistant for the City of Keller. Phillips is responsible for
overseeing Special Projects as well as franchise utilities for electric, gas, telephone and cable
within the city limits. He also manages the City's contracts for solid waste and recycling services,
and cell towers. In addition to these roles, he serves as the City's liaison to the Public Arts
Board. Jonathan's background in municipal government spans nine years and includes extensive
management experience in parks and recreation and facilities.
Phillips holds a bachelor's degree from the University of North Texas and a master's degree in
business administration from The University of Texas at Arlington.
David L. Ragsdale, City of Benbrook
Ex erp ience
• TCAP — I have been involved with TCAP (CAP) since the very beginning, first as the
supervisor of our representative and then as the City's representative.
• TCAP Board - member for several years
• TCAP Committees — committees work includes customer relations, customer services,
bond, and elections over several years. As a member of TCAP and these committees I
have travel to Austin to testify and worked our TML booth.
• TCAP —one of three CAP members to serve on the CAP/STAP merger committee
• GFOA — 37 year member
• GFOAT — 35 year Member
• CGFO — 22 years
• CTA — certified tax administrator
Education &Awards
• BBA Baylor University
• First city in Texas to earn the Distinguished Budget Award and one of only 3 in Texas to
receive the award in the first year
• Certificate of Achievement in Financial Reporting — received for 29 years
Gilbert Re na, Jr. C.P.A., City of Victoria
Graduating Cum Laude from the University of Houston in Houston with a Bachelor of
Accounting Degree, I obtained my Certified Public Accountant certificate in September
1988, 2 years after completing college.
In 1986 I began employment with the accounting firm, Harrison, Waldrop & Uherek
(HWU), an accounting firm which consists of 1549 professionals, serving as an Audit
Manager, in charge of several large government entities, private and public enterprises. I
remained with HWU until January 1995 when I was hired as the Assistant Director of
Finance for the City of Victoria. One year later, I was appointed as the City of Victoria
Director of Finance; also serving as the treasurer of the Victoria Sales Tax Development
Corporation and remaining in both capacities to date.
For the period March, 2009 until October, 2009 I acted as interim representative to ERCOT.
I was a board member of STAP representing the City of Victoria from March, 2009 until the
end of 2010, at which time I was elected to the TCAP board.
I have served on the board of TCAP for the term of January, 2011 through December, 2012,
currently serving in the capacity of treasurer. To date, I have been unable to attend only one
meeting, with an excused absence.
Carlos Yerena, City of Harlingen
Carlos Yerena has served as a Board Member for the TCAP since its creation, and previously
served as a Board Member for STAP. Carlos was a vocal advocate for the merger of CAPP with
STAP and has promoted efficiency, productivity and a competitive rate structure that ensures
savings for municipalities during his tenure as a TCAP and STAP board member. Carlos is
currently serving as City Manager for the City of Harlingen and is in charge of all aspects of City
administration. He has over 19 years of experience in public administration, finance, and utility
operations. Carlos holds a Bachelor's of Business Administration from the University of Texas -
Austin and a Master's in Business Administration from the University of Texas Pan American in
Edinburg.
Council Meeting: December 18 2012
Account Code #: N/A
Budgeted Amount: N/A
Item No. 14
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Natha Wilkison
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action regarding appointments to the
Board of Adjustment to fill a vacancy, Place 3 and Place 5.
SUMMARY: Council appointed Lee Miller to P & Z at the November 27th
meeting. Moving Mr. Miller to P & Z leaves Place 3 vacant on BOA. Lauren Lovato has
resigned from BOA to take her place on City Council, Place 2. That leaves another
vacant spot, Place 5. I have one applicant for BOA, Mark Montgomery. Moving the two
alternates Scott Stroud and Tiffany Burleson to the vacant positions would also be an
option for you to consider.
RECOMMENDATION: Staff recommends appointments to BOA.
CITY OF ANNA
APPLICATION FOR
CITY COUNCIL -APPOINTED BOARDS AND COMMISSIONS
Note. Applications will be held for one (,I year.
Board/Commission Preference:
� EDC —Economic Development Corporation
I P&Z —Planning and Zoning Commission
® Board of Adjustments
Name: Mark Montgomery
❑CDC —Community Development Corporation
❑ Parks Advisory Board
Home Address: 31$ Niagara Falls Dr
Home Telephone: 214'$31'$023 Home Fax:
Home E-mail: mark@montgomery4.com Anna resident for 12
Profession/occupation:
Business Name: Fujitsu Network Communications
Business Address: 2$01 Telecom Pkwy, Richardson, Tx 750$2
Business Telephone: 972479'2329 Business Fax:
Business E-mail:
ery@us.fujitsu.com
Special knowledge or experience applicable to board/commission function:
Served on Anna City Council i;2002-2005) and Anna EDC (2003-2004)
Other information (e.g., civic activities}:
Anna ISD Facilitties Planning Committee - 2002 & 2007
First Baptist Church of Anna Finance Committee - 2012-present
Alexander Cemetery Association Director - 2002-present
Have you/ever been convicted of a felony or a crime involving moral turpitude? NO
Signature
Please return completed application to:
Office of the City Secretary
111 N. Powell Parkway
PO Box 776
Anna, TX 75409-0776
20si'w�. Zo/Z..
Date
years
972-924-3325
972-924-2620 FAX
nwilkison@annatexas.gov
aus 2 o zoiz
MARK KUSSELL MONTGOMERY Mechanical Engineer
318 Niagara Falls Drive Cell: 469-323-9729
Anna, Texas 75409 mark@engineering.com Alt: 214-831-8023
Seeking Senior Mechanical Design Engineering Role
SUMMARY
Mechanical engineer with experience managing multiple electro-mechanical projects taking products from
concept to customer delivery while coordinating both internal & external resources
Please visit http://xternaldesign.com to view some of my work.
EDUCATION
Texas A&M University - College Station, Texas August 7987 to May 7990
Bachelor of Science in Mechanical Engineering (BSME)
Grayson County College -Denison, Texas August 1985 to August 7987
Engineering (Transferred)
PROFESSIONAL EXPERIENCE
Overture Networks -Richardson, Texas
Contract Mechanical Engineer (80%of time) April Z010 to Present
• Designed 1 RU 1 OGb Ethernet based product with hot swappable power supplies, 10 slots, and fan
module requiring extensive thermal management design based on 3rd party thermal analysis
iPhotonix (formerly TXP Corporation) -Richardson, Texas
Contract Mechanical Engineer (10%of time) April 2010 to Present
. Engineering support for Retrofit Solutions division
• iPhotonix was formed from the assets of TXP upon Chapter 7 liquidation
Xternal Design -Anna, Texas
Contract Mechanical Design Services (IO%of time) April Z010 to Present
• Personal contracting business
• Developed lead forming tool for an optical component
• Provided DXF data of a spiral antenna for import into PCB CAD system (military application)
. Developing a 1 RU Add Drop Multiplexer for developing country application
TXP Corporation (formerly Texas Prototypes) - Richardson, Texas
Engineering Manager December 2007 to March 207 0
Senior Mechanical Engineer April2006 to December 2007
i!4�irl: Russell Murrtgoinery rnarl:��engineerinJ.cor�7 3-I;ti7-1011
• Designed custom components and electro-mechanical subassemblies using ProEngineer 2001 & Wildfire
2.0 to facilitate installation of new OEM equipment (DSL, GPON, etc.) into legacy outdoor telecom
cabinets often requiring creative mounting configurations, upgraded AC and DC power capacity,
increased battery backup, and enhanced thermal capabilities by introducing high flow fans, heat
exchangers, and baffling
• Designed electro-mechanical subassemblies containing circuit breakers, fan control boards, fans, linear
actuator controls, and an outdoor enclosure containing a power supply, circuit protection, cooling, fiber
routing, and cabling
• Performed thermal testing to ensure compliance with GR-487 including solar load considerations
• Performed structural analysis using Mechanica integrated in ProEngineer
• Worked with entrepreneurs to take products from concept to prototype stage using ProEngineer 2001
• Working manager over four mechanical engineers, engineering change analyst, customer support &
technical publications
. Prepared departmental budget, managed project schedules using MS Project and held weekly project
reviews with multiple customers
• Developed & implemented a change control process and documented product lifecycle process for
ISO9001 compliance
• Implemented Agile PLM Software for product lifecycle management
• Standardized engineering documentation for improved quality from internal and external suppliers and
to streamline documentation process for improved throughput
• Coordinated efforts with 3rd party OEM development, industrial design support, thermal analysis and
NEBS testing
Covaro Networks, Inc. (acquired by Adva Optical) - Richardson, Texas
Senior Mechanical Engineer July 2002 to October 2005
• Designed a NEBS 3 compliant natural convection cooled rack -mount Ethernet extension chassis for
installation in a CO, co -location, or outdoor cabinet using ProEngineer 2001; components included
formed sheet metal, aluminum extrusions, heatsinks, injection molded plastics, machining, overlays and
flexible circuit displays
• Designed an assortment of AC/DC powered Ethernet Network Interface Devices (NID) for customer
premises applications using ProEngineer 2001; components included aluminum extrusions, die-cast
covers, and graphic overlays
• Worked with a 3rd party to analyze thermal characteristics of the chassis and circuit boards using Ice Pak
Rapids Networks, Inc. -Richardson, Texas
Mechanical Engineering Lead /Member of Technical Staff November /999 to July 2002
• Designed a NEBS 3 compliant 19" 14RU rack mount Media Gateway chassis with a modular backplane &
point-to-point high-speed cabling requiring forced convection thermal management using SolidWorks
• Responsible for all mechanical design including PCB mechanical layout, EMI containment, power
distribution, cable design, backplane layout, aluminum extrusions, injection molded Iitepipes,
thermoformed cover panels, machining, and sheet metal design
Alcatel USA (formerly DSC Communications Corporation) -Plano, Texas
Mark 17ussell A4anfgonu>.ry rriarkC�enc�inecring.com :;-)an-"1.01 I
Mechanical Design Engineer/, li, ill, Yv May 7990 to November 7999
• Designed Central Office equipment using AutoCAD and ProEngineer, requiring: NEBS compliance, EMI
containment, thermal analysis using Flotherm, seismic analysis using Images3D, implemented cost
reductions, and process improvements
• Cost reduced/weight reduced a GR-63 Zone 4 Seismic Cabinet used for housing CO Switching
equipment
• Completed multiple leadership development & quality management courses and technical seminars
DSC Communications Corporation -Plano, Texas
Mechanical Engineering Co-op Summer 7988, Spring 7989, Fall 7989
• Wrote manufacturing assembly procedures to document manufacturing processes
• Worked in the prototype shop forming sheet metal parts and building test equipment
Miscellaneous Contract and Short Term Tasks
• Developed DC rectifier products using ProEngineer Wildfire 2.0 December200S to Apri/2006
• Performed various design tasks using personal copy of SolidWorks 2001, February2002 to March 2004
Including a rack level test stand for a government contract and EMI shielding of a piece of medical
equipment
INTERESTS 8z OTHER
/nterests Family, church, hunting/outdoors, billiards
Community Service Alexander Cemetery Association, Director (2002-Present)
Covenant Church, Senior Lifeteam Leader Rovo-2010)
Anna ISD Facilities Planning Committee, Co-chairman (2002, 2007)
Greywood Heights Warship Center, Pastor's Council (2004-2006)
City of Anna, Councilman/Mayor Pro-Tem (2002-2005)
Anna Economic Development Corporation, President (2003-2004)
Anna Parent Teacher Organization, Treasurer (2000-2002)
References andSa/aryHlstory Available on request
Marl: Rtu;ell ft4ontgomery mc,rk�i�eh<aineering.com 3-Jan-")_011
Council Meeting: December 18 2012
Account Code #: N/A
Budgeted Amount: N/A
Item No. 15
City Secretary's use only
City of Anna
City Council Agenda
. Staff Report
Staff Contact: Maurice Schwanke
Date Prepared: 12/12/12
Exhibits: ❑Yes ■ No
AGENDA SUBJECT: Discussion regarding Flag and Logo poles locations and height.
SUMMARY: Flag and Logo poles have appear throughout Anna for model homes of
builders, as entry features to subdivisions, at commercial developments and at private
residences. Many of the flags are behind the building lines and in some cases they are
not. We would like to get direction from the City Council to determine if an ordinance
needs to be brought forward that addresses locations, size and height.
RECOMMENDED ACTION: Council Direction
Council Meeting: December 28 2012
Account Code #: N/A
Budgeted Amount:
Item No. 16
City Secretary's use only
City of Anna
City Council Agenda
all Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: CLOSED SESSION (EXCEPTIONS): Under Tex. Gov't Code Chapter
551, the City Council may enter into closed session to discuss any items listed or
referenced on this agenda under the following exceptions:
a. consult with legal counsel regarding pending or contemplated litigation
and/or on matters in which the duty of the attorney to the governmental
body under the Texas Disciplinary Rules of Professional Conduct of the
State Bar of Texas clearly conflicts with Chapter 551 of the Government
Code (Tex. Gov't Code §551.071); anticipated litigation with Amazing
Solar Solutions; discussion regarding the legal aspects for parks and
recreation programs.
b. discuss or deliberate the purchase, exchange, lease, or value of real
property (Tex. Gov't Code §551.072); purchase of park land and utility
easements.
The council further reserves the right to enter into executive session at any
time throughout any duly noticed meeting under any applicable exception
to the Open Meetings Act.
Council Meeting: December 18I 2012
Account Code #: N/A
Budgeted Amount: N/A
Item No. 17
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
AGENDA SUBJECT: Consider/Discuss/Action on any items listed on posted
agenda for December 18, 2012 City of Anna Special Meeting or any Closed Session
occurring during this Special Meeting, as necessary.
SUMMARY:
RECOMMENDATION:
Council Meeting: December 18, 2012
Account Code #: N/A
Budgeted Amount: N/A
AGENDA SUBJECT: Adjourn.
SUMMARY:
Item No. 18
City Secretary's use only
City of Anna
City Council Agenda
Staff Report
Staff Contact: Philip Sanders
Date Prepared: 12-13-12
Exhibits: ❑Yes ❑ No
RECOMMENDATION: Staff recommends a motion to adjourn.