HomeMy WebLinkAboutRes 2018-12-518 Anna Town Center Blk A Lots 5-8 Final PlatCITY OF ANNA, TEXAS
RESOLUTION NO. 4019 "A -ale
A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF ANNA
TOWN CENTER ADDITION BLOCK A, LOTS 5-8.
WHEREAS, In order to provide for the orderly development of land within the Anna city limits
and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council")
has adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and
WHEREAS, Kimley-Horn has submitted an application for approval of a Final Plat of the Anna
Town Center Addition Block A, Lots 5-8;
WHEREAS, The Final Plat of Anna Town Center Addition Block A, Lots 5-8 generally conforms
to the Preliminary Plat of Anna Town Center Addition Block A, Lots 2-11;
WHEREAS, The Final Plat of Anna Town Center Addition Block A, Lots 5-8 conforms to the
existing zoning;
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 Final Plat
The City Council hereby approves the final plat of Anna Town Center Addition Block A, Lots
5-8 attached hereto as Exhibit 1.
PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 11th day
of December 2018.
ATTEST:
City Secretary, Carrie L. Smith
PROVED:
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Kimley>»Horn
October 5, 2018
Joseph Johnson
Director of Public Works
City of Anna
3223 North Powell Parkway
P.O. Box 776
Anna, TX 75409
RE: Anna Town Center, Phase 2 Infrastructure Plans ® Response to City Ordinance 91.03(b)
Off -Site Drainage
Dear Mr. Johnson:
This letter is in response to City comments submitted via email on May 31, 2018. Specifically, this
letter addresses the above referenced project's impact on off-site drainage as required by City
Ordinance 11.03(b).
Kimley-Horn prepared "Chief Partners Drainage Study" (October 20, 2014) in accordance with City of
Anna drainage requirements (which references the City of Plano Drainage Manual). The design storm
included in the analysis is the 100 -year storm with a 24-hour duration, with a frequency storm
distribution. The analysis does not consider other rainfall event frequencies or durations. Anna Town
Center Phase 2 Infrastructure improvements are located within the study area.
The "Chief Partners Drainage Study" shows no increases in peak flows, velocities, or water surface
elevations are expected downstream of the development during the design storm. Therefore, the
development as designed will not increase flood -related damage on downstream properties during
the design storm due to the development's impact on off-site drainage. Damage that may have
occurred before the development was in place may still occur.
In addition to the above, Anna Town Center Phase 2 Infrastructure is designed to convey storm water
runoff to a proposed 10'x8' storm drain outfall to Throckmorton Creek. The proposed improvements
include permanent erosion control measures at the storm sewer outfall. Hydraulic calculations for the
storm sewer system are included within the plan to illustrate the system is adequately sized to accept
undetained runoff of a similar or lesser storm from future development within the Anna Town Center
Phase 2 development.
Kimley-Horn understands that the analysis summarized above and included in the "Chief Partners
Drainage Study" is sufficient to meet the requirements of City of Anna Ordinance 11.03(b).
Please contact me at (972) 770-1368 or joe.fraccaro(a),kimley-horn.com should you have any
questions.
9_7_�,
Joseph A. Fraccaro, P.E.
Project Manager
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