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HomeMy WebLinkAboutRes 2017-07-335 Anna Town Center Blk A Lot 2 - Final Plats(� CITY OF ANNA, TEXAS RESOLUTION NO. 4O(q -t,r-) - A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF ANNA TOWN CENTER BLOCK A, LOT 2. 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, Chief Partners LP has submitted an application for approval of a final plat of the Anna Town Center Block A, Lot 2; WHEREAS, the application is in conformance with the approved preliminary plat of the Anna Town Center Block A, Lot 2; 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 Block A, Lot 2 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25th, day of July, 2017. OF ATTEST: = C1;� •••.9 APPROVED: City Secretary, Carrie L. 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Box 776 Anna, TX 75409 RE: Anna Town Center, Lot 2 — Response to City Ordinance 11.03(b) — Off -Site Drainage Dear Mr. Johnson: This letter is in response to City comments submitted via email on July 5, 2017. 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 \1D distribution. Anna Town Center Lot 2 is located within the study area. The "Chief Partners Drainage Study" shows that no increases in peak flows, velocities, or water surface elevations are expected downstream of the development during the design storm. Therefore, the analysis states that the development as designed will not increase flood related damage on p L downstream properties during the design storm due to the development's impact on off-site drainage. o Damage that may have occurred before the development was in place may still occur. The analysis 1—' N does not consider other rainfall event frequencies or durations. 1n In addition to the above, Anna Town Center Lot 2 is designed to convey its stormwater runoff to an the line. Record drawings for the 72" storm .N existing 72" diameter storm drain along south property drain confirm it is adequately sized to accept undetained runoff from Anna Town Center Lot 2. 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 loe.fraccaro(dkimley-horn.com should you have any questions. Sincerely, �-L o •o Joseph A. Fraccaro, P.E. Project Manager 12750 Merit Drive, Suite 1000, Dallas, TX 75251