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HomeMy WebLinkAboutCCpkt2017-05-09A Y{OUR} HOMETOWN AGENDA City Council Work Session Tuesday, May 9, 2017 @ 6:30 P M Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The City Council of the City of Anna will meet in Work Session at 6:30 PM, on May 9, 2017, at the Anna City Hall, Located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to Order, Roll Call and Establishment of Quorum 2 3 0 on Briefing/Discussion regarding FY18 Preliminary General Fund Revenue Estimates. (Dana Thornhill) Briefing/Discussion regarding improvements to Taylor Blvd. (Joseph Johnson) Briefing/Update on the Sherley Above Ground Storage Tank Rehabilitation Project. (Joseph Johnson) 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 b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. C. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Attorney annual review. 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. 6. Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. 7. Adjourn. This is to certify that I, Carrie L. Smith, 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. on May 5, 2017. Carrie L. Smith, 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. Item No. 2. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Briefing/Discussion regarding FY18 Preliminary General Fund Revenue Estimates. (Dana Thornhill) SUMMARY: Staff will review the FY 2018 preliminary general fund revenue estimates. STAFF RECOMMENDATION: No action by the Council is required at this time I Item No. 3. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Briefing/Discussion regarding improvements to Taylor Blvd. (Joseph Johnson) SUMMARY: A developer is proposing to construct a 55-acre subdivision on the south side of Taylor Blvd. near Oak Hollow. Per City Ordinance the City may require a developer to improve a street that is adjacent to a proposed subdivision. The development would be required to upgrade approximately 800' of Taylor Blvd. that is adjacent to the property. Rather than upgrade only the portion of roadway that is adjacent to the development to a concrete surface, the developer has proposed to contribute roughly $336,500 towards widening the existing 18'-20' chip -seal section to a 22'-24' hot -mix asphalt section between US 75 and Ferguson Pkwy. The cost for an asphalt section including grading and subgrade work is estimated between $430,428 and $524,449.60 depending upon width and whether the contractor provides the road base. The City of Anna shares jurisdiction with Collin County on Taylor Blvd with approximately half of the road being in City of Anna jurisdiction. There may be an opportunity to partner with Collin County and leverage the funds from the developer to upgrade the road between US 75 and Ferguson Pkwy. STAFF RECOMMENDATION: Discussion item only - no Council action is required at this time. ATTACHMENTS: Description Upload Date Type Exhibit - Vicinity Map 5/2/2017 Exhibit Item No. 4. City Council Agenda Staff Report Meeting Date: 5/9/2017 Yi0W HOMETOWN AGENDA ITEM: Briefing/Update on the SherleyAbove Ground Storage Tank Rehabilitation Project. (Joseph Johnson) SUMMARY: Staff will provide an update on the Sherley Above Ground Storage Tank Rehabilitation Project. STAFF RECOMMENDATION: Briefing item only, no action required. A Y{OUR} HOMETOWN AGENDA Regular City Council Meeting Tuesday, May 9, 2017 @ 7:30 PM Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The City Council of the City of Anna will meet in Regular Session at 7:30 PM, on May 9, 2017, at the Anna City Hall, 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, Roll Call and Establishment of Quorum. 2. Invocation and Pledge of Allegiance. 3. Citizen Comments. Citizens are allowed three 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. 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. a. Proclamation Recognizing National Public Works Week 2017. (Joseph Johnson) b. Proclamation Recognizing National Police Week 2017. (Chief Jenks) 5. Consent Items. These items consist of non -controversial 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 the April 25, 2017 Council meeting minutes. b. Review the Planning and Zoning Comission minutes for the April 3, 2017 meeting C. Review Quarterly Investment Report (Dana Thornhill) d. Authorize the City Manager to solicit bids for the Natural Springs Park office, breakroom and public restroom facility building improvement project. (Maurice Schwanke) e. Resolution approving a development plat of the Davis Addition. (Maurice Schwanke) f. Resolution approving a final plat of NorthPointe Crossing Ph. 3. (Maurice Schwanke) g. Resolution approving a final plat of Anna Crossing Ph. 7. (Maurice Schwanke) h. Resolution approving a final plat of West Crossing Ph. 7. (Maurice Schwanke) 6. Discussion regarding the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) 7. Conduct a public hearing and take action on an Ordinance changing the zoning district designation from Planned Development (PD) 323-2007 to Planned Development (PD) for business park uses, on an 85.571 acre tract of land located in the D.E.W. Babb Survey, Abstract 33 and located at the northeast corner of SH 5 and the Collin County Outer Loop, requested by the Anna Community Development Corporation. (Maurice Schwanke) 8. Consider/Discuss/Action regarding a Resolution approving a preliminary plat of the Anna Business Park. (Maurice Schwanke) 9. Consider/Discuss/Action on an Ordinance amending the FY 2017 annual budgets for the Community Development Corporation and the Economic Development Corporation. (Jessica Perkins) 10. Consider/Discuss/Action regarding a Council committee to review appointments to the Charter Review Commission. (Mayor Crist) 11. CLOSED SESSION (EXECEPTIONS) 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). b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. c. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Attorney annual review. 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. 12. Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. 13. Adjourn. This is to certify that I, Carrie L. Smith, 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. on 5:00 p.m. on May 5, 2017 Carrie L. Smith, 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. I Item No. 4.a. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Proclamation Recognizing National Public Works Week 2017. (Joseph Johnson) SUMMARY: Public Works employees provide the foundational infrastructure that it takes to allow a city to thrive. As part of Public Works' initiative to highlight the positive benefits that we provide to our community we celebrate National Public Works Week each year. This year we are planning an event for May 26, 2016 between 6:30 PM and 8:30 PM at the Slayter Creek Park Pavilion. We will have some of our equipment on display and a well-known food vendor will be on -hand to provide burgers for the event. Our goal with this event is to engage in and promote open communication with our citizens while also highlighting Public Works service. This year's theme for Public Works week is "Public Works Connects Us". The theme highlights the vital role that Public Works plays in connecting us all together through essential infrastructure like transportation, clean water and sanitation services. These services are foundational to our community, contribute to a great quality of life and allow our community to grow and prosper. STAFF RECOMMENDATION: Staff recommends designating May21-27, 2017 as "National Public Works Week". ATTACHMENTS: Description Upload Date Type Proclamation 5/1/2017 Exhibit I Item No. 4.b. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Proclamation Recognizing National Police Week 2017. (Chief Jenks) SUMMARY: Each year, National Police Week occurs during the week that contains the date of May 15. In 2017, National Police Week is May 14-20. The attached Proclamation recognizes May 14-20 as National Police Week 2017 and honors the service and sacrifice of those law enforcement officers killed in the line of duty while protecting our communities and safeguarding our democracy. STAFF RECOMMENDATION: Staff recommends designating May 14-20 as National Police Week. ATTACHMENTS: Description Upload Date Type Proclamation National Police Week 2017 4/11 /2017 Staff Report Item No. 5.a. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Approve the April 25, 2017 Council meeting minutes. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Proposed Minutes 5/5/2017 Exhibit Item No. 5.b. City Council Agenda Staff Report Meeting Date: 5/9/2017 Yi0W HOMETOWN AGENDA ITEM: Review the Planning and Zoning Comission minutes for the April 3, 2017 meeting SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Minutes for Planning and Zoning meeting 4-3-17 5/4/2017 Exhibit Item No. 5.c. City Council Agenda Staff Report Meeting Date: 5/9/2017 AGENDA ITEM: Review Quarterly Investment Report (Dana Thornhill) SUMMARY: In accordance with the Public Funds Investment Act, the City of Anna is required to submit a quarterly report on the investment of all Public Funds held by the City. The attached report has been developed with our investment advisors, Valley View Consulting, LLC. The report includes the following: • Review of economic conditions • Review of the City's holdings • Comparison of book vs. market value • Allocation information • Other information related to the PFIA. STAFF RECOMMENDATION: No action by the City Council is required. ATTACHMENTS: Description Upload Date Type Quarterly Investment Report March 2017 5/1 /2017 Staff Report I Item No. 5.d. City Council Agenda Staff Report Meeting Date: 5/9/2017 y{OUR) HOMETOWN AGENDA ITEM: Authorize the City Manager to solicit bids for the Natural Springs Park office, breakroom and public restroom facility building improvement project. (Maurice Schwanke) �Y�J►�i 1 Ji I_1:�'il The City Council previously approved an architectural services contract with Spurgin & Associates Architect for this project. The project includes remodeling the west wing of the Natural Springs Equipment Storage building into a park office, a breakroom for park employees, and a public restroom facility. The architectural plans are attached as an exhibit. The City previously put this project out for bid and received no bidders. After further review, Staff is recommendong that the City act as the General Contractor and break the project into manageable parts as follows: A. Concrete and Plumbing work. B. Metalwork, Framing, Doors, Windows, Drywall and Insulation. C. Electrical and HVAC D. Finish out which would include the Cabinets, Counter Tops, Floor Finish, painting, FRP panels, bathroom partitions, and toilet accessories. Each Part (A thru D) will be competively bid out, and the Planning and Parks department staff will oversee each phase of construction. The project is expected to cost approximately $115,000 according to the architect's estimate. An additional aerobic on -site wastewater system will cost about $10,000. Funds are available for this project in the Park Trust Fund. STAFF RECOMMENDATION: Staff recommends approval of this item authorizing the City Manager to solicit bids for the Natural Springs Park office, breakroom and public restroom facility project. ATTACHMENTS: Description Upload Date Type NSP Building Plans 1/4/2017 Exhibit Item No. 5.e. City Council Agenda Staff Report Meeting Date: 5/9/2017 AGENDA ITEM: Resolution approving a development plat of the Davis Addition. (Maurice Schwanke) SUMMARY: Jared Davis has submitted an application for approval of a development plat of the Davis Addition. The development plat for your review is located within Anna's extraterritorial jurisdiction and generally known as 8805 County Road 504. The tract is located in the John Michael Borough Survey, Abstract No. 562 and contains approximately 3.992 acres of land. The owner is proposing to build a house on the property. The submittal meets the City of Anna development plat requirements. The Planning and Zoning Commission recommended approval of the development plat at their regularly scheduled meeting on May 1 st unanimously. STAFF RECOMMENDATION: Staff recommends approval of the Resolution approving this development plat. ATTACHMENTS: Description Davis Addition Resolution Exhibit 1, Davis Development Plat Location Map Upload Date Type 5/4/2017 Resolution 4/27/2017 Exhibit 4/27/2017 Backup Material I Item No. 5.f. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Resolution approving a final plat of NorthPointe Crossing Ph. 3. (Maurice Schwanke) SUMMARY: LGI Homes — Texas LLC. has submitted an application for approval of a final plat of the Northpointe Crossing Phase 3 Subdivision. The Northpointe Crossing Ph. 3 final plat contains 31.572 acres located in the Samuel Moore Survey, Abstract No. 627. Within this project 171 residential lots are proposed. The plat layout is in conformance with the existing zoning and the approved preliminary plat. The City has received a sealed letter from the project engineer stating that the development will not adversely impact downstream properties due to the development's impact on off -site drainage. The Planning and Zoning Commission approved this final plat at their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this final plat. ATTACHMENTS: Description Resolution approving the Final Plat of NorthPointe Crossing Ph. 3 Exhibit 1, NP Crossing PH 3 Final Plat Drainage Letter - No adverse Impact Location Map Upload Date Type 5/3/2017 Resolution 5/4/2017 Exhibit 4/28/2017 Backup Material 4/28/2017 Backup Material I Item No. 5.g. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Resolution approving a final plat of Anna Crossing Ph. 7. (Maurice Schwanke) SUMMARY: Anna Crossing Phase VI I LNRD Ltd has submitted an application for approval of a final plat of the Anna Crossing Phase 7 Subdivision. The Anna Crossing Ph.7 final plat contains 62.876 acres located in the Granderson Stark Survey, Abstract No. 798. Within this project 229 residential lots are proposed. The plat layout is in conformance with the approved preliminary plat which contemplated several variances to the subdivision regulations. These variances were previously approved and are outlined in City Council Resoltuion No. 2016-10-235 (attached). The variances are also listed on the plat document. The plat is in conformance with the existing zoning for the property. The City has received a sealed letter from the project engineer stating that stormwater run-off from the development will not adversely impact downstream properties. The Planning and Zoning Commission approved this final plat during their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this final plat. ATTACHMENTS: Description Upload Date Type Resolution approving the Final Plat of Anna Crossing Ph. 5/3/2017 Resolution 7 Exhibit 1, Anna Crossing Ph 7 Final Plat 4/28/2017 Exhibit Resolution 2016-10-235 5/4/2017 Backup Material Location Map 4/27/2017 Backup Material Drainage letter - No adverse impact 4/28/2017 Backup Material I Item No. 5.h. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Resolution approving a final plat of West Crossing Ph. 7. (Maurice Schwanke) SUMMARY: Bloomfield Homes of Texas. has submitted an application for approval of a final plat of the West Crossing Phase 7 Subdivision. The West Crossing Ph.7 final plat contains 15.9 acres located in the Henry Brantley Survey, Abstract No. 71. Within this project 85 residential lots are proposed. The plat layout is in conformance with the approved preliminary plat which contemplated a variance to the subdivision rules and regulations. The variance was previously approved and is outlined in City Council Resoltuion No. 2016-11-247 (attached). The variance is also listed on the plat document. The plat is in conformance with the existing zoning for the property. The City has received a sealed letter from the project engineer stating that stormwater run-off from the development will not adversely impact downstream properties. The Planning and Zoning Commission approved this plat during their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this final plat. ATTACHMENTS: Description Resolution approving the Final Plat of West Crossing Ph 7 Exhibit 1, Final Plat West Crossing PH 7 Resolution 2016-11-247 Location Map Drainage Letter- No adverse Impact Upload Date Type 5/3/2017 Resolution 4/28/2017 Exhibit 5/4/2017 Backup Material 4/27/2017 Exhibit 4/28/2017 Backup Material I Item No. 6. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Discussion regarding the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) SUMMARY: On February 28, 2017, the City Council approved a Resolution setting the dates and times for public hearings on the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. The area contains 26 parcels of property with 5 single family homes, 18 manufactured homes, and two commercial buildings under construction and is bounded on the south by the Sam Rayburn Memorial Hwy. and is traversed by F.M. 2862 and County Road 526. The north boundary is County Road No.525. Notice of the required public hearings was sent to all property owners within the described area on March 10th, 2017. A Service Plan for the area has been prepared which explains how the City will fulfill its obligation to extend full municipal services to the properties being annexed (see attached). On February 28, 2017, the City Council approved an Automatic Aid Agreement with the Westminister Volunteer Fire Department (WVFD). Through this Agreement, the WVFD will continue to provide fire protection to the properties being considered for annexation. Prior to annexing properties that are appraised for property tax purposes as land for agricultural, wildlife management use, or as timber land (as defined in Subchapter C, D, or E Chapter 23, Tax Code) the City is required to offer to make a development agreement with the landowner. Such a development agreement would: (1) guarantee the continuation of the extraterritorial (outside the city limits) status of the property for a period of time; and (2) authorize the enforcement of all regulations and planning authority of the city that do not interfere with the use of the property for agriculture, wildlife management, or timber. The Council has elected to extend the same development agreement offer to the owners of all the properties being considered for annexation, including those that do not have a qualifying tax exemption. The offer of a development agreement was included with all notices sent to the affected property owners. The proposed Development Agreement (if executed by the property owner & approved by the Council) would guarantee that the property would remain outside the city limits for one (1) year. At the conclusion of the one-year period, the property owner would consent to voluntary annexation in 2018. The City may elect to proceed with annexation of the subject properties if the owners decline the development agreement offer extended by the City. STAFF RECOMMENDATION: Public hearings on this issue were held on April 11 and again on April 25. No action by the City Council is required at this time. Action by the City Council may be taken during the special meeting on May 16. ATTACHMENTS: Description Location Map Proposed Service Plan Upload Date Type 4/5/2017 Exhibit 4/5/2017 Exhibit I Item No. 7. City Council Agenda Staff Report Meeting Date: 5/9/2017 Yi0W HOMETOWN AGENDA ITEM: Conduct a public hearing and take action on an Ordinance changing the zoning district designation from Planned Development (PD) 323-2007 to Planned Development (PD) for business park uses, on an 85.571 acre tract of land located in the D.E.W. Babb Survey, Abstract 33 and located at the northeast corner of SH 5 and the Collin County Outer Loop, requested by the Anna Community Development Corporation. (Maurice Schwanke) SUMMARY: The Anna Community Development Corporation (CDC) is requesting that the City Council approve an Ordinance changing the zoning district designation from Planned Development (PD) 323-2007 to Planned Development (PD) for business park uses, on an 85.571 acre tract of land located in the D.E.W. Babb Survey, Abstract 33 and located at the northeast corner of SH 5 and the Collin County Outer Loop. The property is currently zoned as PD 323-2007 which allows for a mix of commercial, multi -family, and single family uses. The Anna Community Development Corporation recently purchased the property and plans to develop it as a business park in order to attract new businesses to the City and create employment opportunities for existing and future residents. The Planning and Zoning Commission recommended approval of this zoning request at their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Ordinance approving this zoning change. ATTACHMENTS: Description Ordinance Exhibit A, Legal description Location Map Upload Date Type 5/4/2017 Ordinance 5/4/2017 Exhibit 4/27/2017 Backup Material I Item No. 8. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution approving a preliminary plat of the Anna Business Park. (Maurice Schwanke) SUMMARY: The Anna Community Development Corporation (CDC) has submitted an application for approval of a preliminary plat of the Anna Business Park. The Anna Business Park preliminary plat contains 85.571 acres located in the D.E.W. Babb Survey, Abstract No. 33. This land is owned by the Anna CDC and is currently being rezoned for Business Park uses. This plat conforms to the proposed zoning that is part of this City Council agenda. This plat was approved by the Planning and Zoning Commission at their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this preliminary plat. ATTACHMENTS: Description Resolution approving the Preliminary Plat of Anna Business Park Exhibit 1, Anna Business Park Preliminary Plat Location map Upload Date Type 5/3/2017 Resolution 3/30/2017 Exhibit 3/30/2017 Backup Material I Item No. 9. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Consider/Discuss/Action on an Ordinance amending the FY 2017 annual budgets for the Community Development Corporation and the Economic Development Corporation. (Jessica Perkins) SUMMARY: There has been several moving parts to the EDC and CDC budgets this past fiscal year with the sales tax reallocation and the purchase of the business park property. Adjustments need to be made to both the revenue and expenditures for the current fiscal year. Attached is a spreadsheet outlining the necessary changes and the proposed amendments. CDC: • Services decreased - due to only one payment needed instead of two in the current fiscal year for the debt service on the business park property. • Capital expenditures increased - to recongnize the bond proceeds that came in for the land purchase as well as a transfer from the EDC for the down payment on the land purchase. • Bond issuance cost - was not accounted for with the original budget. EDC: • Supplies decreased - slightly to support other increases • Maintenance increased - due to repairs needed at 312 North Powell Parkway including a roof repair and electrical repairs. • Services increased - due to contracts made with consultants related to services needed for the business park property. • Capital Expenditures increased - reallocation from other line items to this line to pay for infrastructure improvements like the water line and an entry feature for the business park property. • Transfer to CDC - the original budget failed to include the EDC's cash contribution for the down payment for the business park property. The CDC and EDC Board of Directors approved these budget amendments during their regular meetings on May 4, 2017. Staff also recommends approval of these amendments. ATTACHMENTS: Description Upload Date Type Ordinance amending EDC and CDC Budgets 5/4/2017 Ordinance Item No. 10. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Council committee to review appointments to the Charter Review Commission. (Mayor Crist) SUMMARY: At least once every six (6) years, the City Council must appoint a Charter Review Commission. The last Commission was appointed in 2011. The Commission must consist of at least ten (10) citizens of the City all of whom must be qualified voters in the City. The Mayor and City Council may choose to create a Council committee of not more that three (3) Council members to review applications and make recommendations regarding appointments to the Charter Review Commission. STAFF RECOMMENDATION: A Y{OUR} HOMETOWN AGENDA City Council Work Session Tuesday, May 9, 2017 @ 6:30 P M Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The City Council of the City of Anna will meet in Work Session at 6:30 PM, on May 9, 2017, at the Anna City Hall, Located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to Order, Roll Call and Establishment of Quorum 2 3 0 on Briefing/Discussion regarding FY18 Preliminary General Fund Revenue Estimates. (Dana Thornhill) Briefing/Discussion regarding improvements to Taylor Blvd. (Joseph Johnson) Briefing/Update on the Sherley Above Ground Storage Tank Rehabilitation Project. (Joseph Johnson) 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 b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. C. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Attorney annual review. 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. 6. Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. 7. Adjourn. This is to certify that I, Carrie L. Smith, 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. on May 5, 2017. Carrie L. Smith, 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. Item No. 2. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Briefing/Discussion regarding FY18 Preliminary General Fund Revenue Estimates. (Dana Thornhill) SUMMARY: Staff will review the FY 2018 preliminary general fund revenue estimates. STAFF RECOMMENDATION: No action by the Council is required at this time I Item No. 3. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Briefing/Discussion regarding improvements to Taylor Blvd. (Joseph Johnson) SUMMARY: A developer is proposing to construct a 55-acre subdivision on the south side of Taylor Blvd. near Oak Hollow. Per City Ordinance the City may require a developer to improve a street that is adjacent to a proposed subdivision. The development would be required to upgrade approximately 800' of Taylor Blvd. that is adjacent to the property. Rather than upgrade only the portion of roadway that is adjacent to the development to a concrete surface, the developer has proposed to contribute roughly $336,500 towards widening the existing 18'-20' chip -seal section to a 22'-24' hot -mix asphalt section between US 75 and Ferguson Pkwy. The cost for an asphalt section including grading and subgrade work is estimated between $430,428 and $524,449.60 depending upon width and whether the contractor provides the road base. The City of Anna shares jurisdiction with Collin County on Taylor Blvd with approximately half of the road being in City of Anna jurisdiction. There may be an opportunity to partner with Collin County and leverage the funds from the developer to upgrade the road between US 75 and Ferguson Pkwy. STAFF RECOMMENDATION: Discussion item only - no Council action is required at this time. ATTACHMENTS: Description Upload Date Type Exhibit - Vicinity Map 5/2/2017 Exhibit C ` T�.4 1` ���n`os�Cms sing Rtly, p ^boa Jru i ner R3 Q Item No. 4. City Council Agenda Staff Report Meeting Date: 5/9/2017 Yi0W HOMETOWN AGENDA ITEM: Briefing/Update on the SherleyAbove Ground Storage Tank Rehabilitation Project. (Joseph Johnson) SUMMARY: Staff will provide an update on the Sherley Above Ground Storage Tank Rehabilitation Project. STAFF RECOMMENDATION: Briefing item only, no action required. A Y{OUR} HOMETOWN AGENDA Regular City Council Meeting Tuesday, May 9, 2017 @ 7:30 PM Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The City Council of the City of Anna will meet in Regular Session at 7:30 PM, on May 9, 2017, at the Anna City Hall, 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, Roll Call and Establishment of Quorum. 2. Invocation and Pledge of Allegiance. 3. Citizen Comments. Citizens are allowed three 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. 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. a. Proclamation Recognizing National Public Works Week 2017. (Joseph Johnson) b. Proclamation Recognizing National Police Week 2017. (Chief Jenks) 5. Consent Items. These items consist of non -controversial 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 the April 25, 2017 Council meeting minutes. b. Review the Planning and Zoning Comission minutes for the April 3, 2017 meeting C. Review Quarterly Investment Report (Dana Thornhill) d. Authorize the City Manager to solicit bids for the Natural Springs Park office, breakroom and public restroom facility building improvement project. (Maurice Schwanke) e. Resolution approving a development plat of the Davis Addition. (Maurice Schwanke) f. Resolution approving a final plat of NorthPointe Crossing Ph. 3. (Maurice Schwanke) g. Resolution approving a final plat of Anna Crossing Ph. 7. (Maurice Schwanke) h. Resolution approving a final plat of West Crossing Ph. 7. (Maurice Schwanke) 6. Discussion regarding the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) 7. Conduct a public hearing and take action on an Ordinance changing the zoning district designation from Planned Development (PD) 323-2007 to Planned Development (PD) for business park uses, on an 85.571 acre tract of land located in the D.E.W. Babb Survey, Abstract 33 and located at the northeast corner of SH 5 and the Collin County Outer Loop, requested by the Anna Community Development Corporation. (Maurice Schwanke) 8. Consider/Discuss/Action regarding a Resolution approving a preliminary plat of the Anna Business Park. (Maurice Schwanke) 9. Consider/Discuss/Action on an Ordinance amending the FY 2017 annual budgets for the Community Development Corporation and the Economic Development Corporation. (Jessica Perkins) 10. Consider/Discuss/Action regarding a Council committee to review appointments to the Charter Review Commission. (Mayor Crist) 11. CLOSED SESSION (EXECEPTIONS) 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). b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. c. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Attorney annual review. 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. 12. Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. 13. Adjourn. This is to certify that I, Carrie L. Smith, 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. on 5:00 p.m. on May 5, 2017 Carrie L. Smith, 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. I Item No. 4.a. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Proclamation Recognizing National Public Works Week 2017. (Joseph Johnson) SUMMARY: Public Works employees provide the foundational infrastructure that it takes to allow a city to thrive. As part of Public Works' initiative to highlight the positive benefits that we provide to our community we celebrate National Public Works Week each year. This year we are planning an event for May 26, 2016 between 6:30 PM and 8:30 PM at the Slayter Creek Park Pavilion. We will have some of our equipment on display and a well-known food vendor will be on -hand to provide burgers for the event. Our goal with this event is to engage in and promote open communication with our citizens while also highlighting Public Works service. This year's theme for Public Works week is "Public Works Connects Us". The theme highlights the vital role that Public Works plays in connecting us all together through essential infrastructure like transportation, clean water and sanitation services. These services are foundational to our community, contribute to a great quality of life and allow our community to grow and prosper. STAFF RECOMMENDATION: Staff recommends designating May21-27, 2017 as "National Public Works Week". ATTACHMENTS: Description Upload Date Type Proclamation 5/1/2017 Exhibit City of Anna, Texas Proclamation WHEREAS, public works infrastructure, facilities and services are of vital importance to sustainable communities and to the health, safety and well-being of the people of the City of Anna, Texas, and, WHEREAS, such facilities and services could not be provided without the efforts ofpublic works professionals at all levels of government and the private sector, who are responsible for the planning, construction, operation, and maintenance ofpublic infrastructure including transportation, water supply, water treatment, solid waste systems and other services which are essential to serve our citizens, and, WHEREAS, it is in the public interest for civic leaders, citizens and children in the United States of America to gain knowledge of and to maintain an interest and understanding of the importance ofpublic works and public works programs in their respective communities, and, WHEREAS, this year's theme "Public Works Connects Us" speaks to the vital role Public Works plays in connecting us all together by enhancing the quality of life through transportation, clean water and sanitation services, and, WHEREAS, the year 2017 marks the 57rh annual National Public Works Week sponsored by the American Public Works Association, THEREFORE, I, Mike Crist, Mayor of the City of Anna, Texas, do hereby designate the week of May 21-27, 2017, as in the City of Anna and I urge our citizens and civic leaders to gain knowledge of Public Works and to recognize the contributions that our Public Works professionals make to our health, safety, welfare and quality of life. IN WITNESS WHEREOF, I hereunto set my hand this 9"' day of May, 2017 and caused this seal to be affixed. Mike Crist, Mayor Seal I Item No. 4.b. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Proclamation Recognizing National Police Week 2017. (Chief Jenks) SUMMARY: Each year, National Police Week occurs during the week that contains the date of May 15. In 2017, National Police Week is May 14-20. The attached Proclamation recognizes May 14-20 as National Police Week 2017 and honors the service and sacrifice of those law enforcement officers killed in the line of duty while protecting our communities and safeguarding our democracy. STAFF RECOMMENDATION: Staff recommends designating May 14-20 as National Police Week. ATTACHMENTS: Description Upload Date Type Proclamation National Police Week 2017 4/11 /2017 Staff Report CRY OF AN NA, TE XAS Proclamation for National Police Week 2017 To recognize National Police Week 2017 and to honor the service and sacrifice of those law enforcement officers killed in the line of duty while protecting our communities and safeguarding our democracy. WHEREAS, there are approximately 900,000 sworn law enforcement officers serving in communities across the United States, including the dedicated members of the Anna Police Department WHEREAS, nearly 60,000 assaults against law enforcement officers are reported each year, resulting in approximately 16,000 injuries; WHEREAS, since the first recorded death in 1791, more than 20,000 law enforcement officers in the United States have made the ultimate sacrifice; WHEREAS, approximately 160 law enforcement officers are killed in the line of duty each year; WHEREAS, the names of these dedicated public servants are engraved on the walls of the National Law Enforcement Officers Memorial in Washington, D.C.; WHEREAS, new names of fallen heroes are being added to the National Law Enforcement Officers Memorial each spring and there are currently more than 20,550 names engraved on the walls of the National Law Enforcement Officers Memorial; WHEREAS, the service and sacrifice of all officers killed in the line of duty will be honored during the National Law Enforcement Officers Memorial Fund's 29th Annual Candlelight Vigil, on the evening of May 13, 2017; WHEREAS, the Candlelight Vigil is part of National Police Week, which takes place this year from May 14-20; WHEREAS, May 15th is designated as Peace Officers Memorial Day, in honor of all fallen officers and their families; THEREFORE, BE IT RESOLVED that the City Council formally designates May 14-20, 2017, as Police Week in Anna, and publicly salutes the service of law enforcement officers in our community and in communities across the nation. Mike Crist, Mayor Item No. 5.a. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Approve the April 25, 2017 Council meeting minutes. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Proposed Minutes 5/5/2017 Exhibit ANNA CITY COUNCI L MINUTES WORK SESSION April 25, 2017 The City Council of the City of Anna met in Work Session on the above date at Anna City Hall, located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to Order, Roll Call and Establishment of Quorum Mayor Crist called the meeting to order at 6:30 p.m. All Council Members were present. 2. 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)Throckmorton Creek Sewer Trunkline Project. b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. C. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Attorney annual review. MOTION: Council Member Miller moved to enter closed session. Council Member Beazley seconded. Motion carried 7-0. Mayor Crist adjourned the meeting into closed session at 6:33 p.m. Mayor Crist reconvened the open meeting at 7:30 p.m. 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. 3. Consider/Discuss/Action on any items listed on any agenda —work session, regular CC Minutes 04/25/2017 Page 1 of 2 meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. Motion: Council Member Bryan moved to take no action. Mayor Crist seconded. Motion carried 7-0. 4. Adjourn. MOTION: Council Member Bryan moved to adjourn the open meeting. Council Member Beazley seconded. Motion carried 7:31 p.m. Mayor Crist adjourned the meeting at 7:31 p.m. Approved on the 9th of May, 2017. Mayor Mike Crist ATTEST: City Secretary Carrie L. Smith CC Minutes 04/25/2017 Page 2 of 2 ANNA CITY COUNCI L MINUTES REGULAR SESSION April 25, 2017 1. Call to Order/Roll Call and Establishment of Quorum Mayor Crist called the meeting to order at 7:35 p.m. All Council Members were present. 2. Invocation and Pledge of Allegiance. Mayor Crist led the Invocation and Pledge. 3. Citizen Comments. Citizens are allowed three 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. William Morgan 2029 Helmoken Falls Dr. - spoke about his concern with the need to increase police department staffing. Kevin Toten 2800 Pecan Grove - stated he had not received any notification of a city election. Jim Luscombe 1303 W. Foster Crossing Rd. - spoke in opposition of the development agreement offered by the city. Robyn Luscombe 1303 W. Foster Crossing Rd. - spoke in opposition of the development agreement offered by the city. Leslie Luscombe 8645 Luscombe Farm Dr.- requested Council look at optional routes for the waterline along Foster Crossing. 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. CC Minutes 04/25/2017 Page 1 of 5 Mayor Crist read the proclamations to the public. a. Proclamation for Motorcycle Awareness Month. b. Proclamation recognizing May 7 - 13 as National City Secretaries Week. Mayor Crist proclaimed May as Motorcycle Awareness month and the week of May 7 - 13 as National City Secretaries Week. 5. Consent Items. These items consist of non -controversial 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 Council Meeting Minutes: a. April 11, 2017 b. Resolution authorizing the purchase of mobile and portable radio equipment for the Police Department. (Chief Jenks) RESOLUTION NO. 2017-04-310 A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZI NG THE PURCHASE OF MOBILE AND PORTABLE RADIO EQUIPMENT FOR THE POLICE DEPARTMENT. C. Resolution approving a Roadway Impact Fee Credit Agreement for Anna Elementary No. 3. (Maurice Schwanke) RESOLUTION NO. 2017-04-313 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A WATER IMPACT FEE CREDIT AGREEMENT WITH ANNA INDEPENDENT SCHOOL DISTRICT (AISD) FOR ANNA ELEMENTARY NO. 3. d. Resolution approving a Water Impact Fee Credit Agreement for Anna Elementary No. 3. (Maurice Schwanke) RESOLUTION NO. 2017-04-314 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A ROADWAY IMPACT FEE CREDIT AGREEMENT WITH ANNA INDEPENDENT SCHOOL DISTRICT (AISD) FOR ANNA ELEMENTARY NO. 3. MOTION: Council Member Beazley moved to approve the consent agenda. Council Member Martinez seconded. Motion carried 7-0. 6. Conduct a Public Hearing (2nd) on the annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. CC Minutes 04/25/2017 Page 2 of 5 Craft Sr. Survey No. 0165. (Maurice Schwanke) Cecil Cheshier, 414 N. Sycamore St., Muenster, TX 76252 -against annexation and for Lou Gigliotti's race track William Morgan, 2029 Helmoken Falls Dr., Anna TX - for annexation control Misty Ventura, 9406 Biscayne Blvd, Dallas, TX 75218 - against annexation Paul Hoffman, 3408 Townbluff PI., Plano TX 75023 - against annexation Lou Gigliotti, 704- E. Houston St., Anna, TX - against annexation Jimmy Morgan, 128 Shalom Ln, Anna, TX - for annexation if it can control Mr. Gigliotti's race track Mayor Crist opened the public hearing at 8:10 p.m. Rob Stone, E. Sterling - for annexation to control race track Michael Filany - against annexation David Graham, CR 2860 - against annexation Lou Gigliotti 704- E. Houston St., Anna, TX - against annexation Mayor Crist closed the public hearing at 8:23 p.m. 7. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by Joan Leslie Luscombe. (Joseph Johnson) Jim Luscombe 1303 W. Foster Crossing Rd.- opposed Leslie Luscombe 8645 Luscombe Farm Dr.- opposed Robyn Luscombe 1303 W. Foster Crossing Rd - opposed William Morgan 2029 Hemoken Falls Dr. - opposed MOTION: Mayor Crist moved that the City of Anna, Texas authorize the use of the power of eminent domain to acquire 0.304 acres of land, more or less, for a permanent water line easement, and 0.305 acres of land, more or less, for a temporary construction easement, said tracts located in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 11.159 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20150318000293470 of the Deed Records of Collin County, Texas (D.R.C.C.T.), said 0.304 acres and 0.305 acres being more particularly described by the metes and bounds description set forth in Exhibit "A" to this resolution, which I incorporate in full into my motion. Council Member Martinez seconded. Motion carried 5-2. Bryan and Miller opposed. 8. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by Joan Leslie Luscombe. (Joseph Johnson) Jim Luscombe 1303 W. Foster Crossing Rd.- opposed CC Minutes 04/25/2017 Page 3 of 5 Leslie Luscombe 8645 Luscombe Farm Dr.- opposed Robyn Luscombe 1303 W. Foster Crossing Rd - opposed William Morgan 2029 Helmoken Falls Dr. - opposed Christine Lewis 8108 Red Fox Rd.- opposed MOTION: Mayor Crist moved that the City of Anna, Texas authorize the use of the power of eminent domain to acquire 0.096 acres of land, more or less, for a permanent water line easement, and 0.096 acres of land, more or less, for a temporary construction easement, said tracts located in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 1.00 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20040511000686520 and Volume 5666, Page 1155 of the Deed Records of Collin County, Texas (D.R.C.C.T.), said 0.096 acres and 0.096 acres being more particularly described by the metes and bounds description set forth in Exhibit "A" to this resolution, which I incorporate in full into my motion. Council Member Pelham seconded. Motion carried 5-2. Bryan and Miller opposed. 9. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by the Luscombe Family Trust & Trust B Credit Shelter Trust. (Joseph Johnson) MOTION: Council Member Pelham moved to take no action. Council Member Burr seconded. Motion carried 7-0. 10. Consider/Discuss/Action regarding a Resolution appointing a Charter Review Commission. (City Manager) MOTION: Mayor Crist moved to table to May 9. Council Member Beazley seconded. Motion carried 7-0. 11. CLOSED SESSION (EXECEPTIONS) 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) Throckmorton Creek Sewer Trunkline Project. b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. CC Minutes 04/25/2017 Page 4 of 5 C. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Attorney annual review. MOTION: Council Member Bryan moved to enter closed session. Council Member Miller seconded. Motion carried 7-0. Mayor Crist recessed the meeting at 9:22 p.m. Mayor Crist reconvened the meeting at 9:47 p.m. 12. Consider/Discuss/Action on any items listed on the posted agenda or any closed session occurring during this meeting, as necessary MOTION: Council Member Beazley moved to take no action. Mayor Crist seconded. Motion carried 7-0. 13. Adjourn. Motion: Council Member Beazley moved to adjourn. Mayor Crist seconded. Motion carried 7-0. Mayor Crist adjourned the meeting at 9:50 p.m. Approved on the 9th day of May, 2017. Mayor Mike Crist ATTEST: City Secretary Carrie L. Smith CC Minutes 04/25/2017 Page 5 of 5 Item No. 5.b. City Council Agenda Staff Report Meeting Date: 5/9/2017 Yi0W HOMETOWN AGENDA ITEM: Review the Planning and Zoning Comission minutes for the April 3, 2017 meeting SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Minutes for Planning and Zoning meeting 4-3-17 5/4/2017 Exhibit MINUTES PLANNING AND ZONING COMMISSION REGULAR MEETING April 3, 2017 The Planning and Zoning Commission of the City of Anna will hold its regular meeting on April 3, 2017 at 7:00 p.m., at the Community Room of the Anna 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 7:00 p.m. Members present were Janine Johnson, Sandy Setliff, Don Callaham, Danny Ussery, Donald Henke and Christian Landers. Wayne Barton was absent. Staff present was Maurice Schwanke, Tana Ross and Daniel Harper. 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Act on recommendation regarding "Latour Addition" development plat. Mr. Schwanke gave a presentation. The development plat is located within Anna's exterritorial jurisdiction and generally known as 12969 County Road 477. The tract is located in the James Fisher Survey, Abstract No. A-305 and contains approximately 37.411 acres of land. The owner is proposing to build a house on the property. Mr. Schwanke noted that the submittal meets the City of Anna development plat requirements. The Staff recommends approval of the plat. A motion was made by Commissioner Henke, seconded by Commissioner Callaham to recommend approval of the "Latour Addition" development plat. The vote was unanimous. 4. Consider/Discuss/Act on recommendation regarding "Van Liew" development plat. Mr. Schwanke gave a presentation. The development plat is located within Anna's exterritorial jurisdiction and generally known as 1106 County Road No. 367. The tract is approximately 2.599 acres of land. The owner is proposing to build a house and garage on the property. The submittal meets the City of Anna development plat requirements. The Staff recommends approval of the plat. 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. PZ Agenda 4-03-17.doc Page 1 of 4 Posted 3-31-17 A motion was made by Commissioner Callaham, seconded by Commissioner Ussery to recommend approval of the "Van Liew" development plat. The vote was unanimously. 5. Consider/Discuss/Act on recommendation regarding "Anna Crossing Ph. 11" Final Plat. Mr. Schwanke gave a presentation and answered questions concerning the plat. The Anna Crossing Ph.11 final plat contains 9.482 acres located in the Grandison Stark Survey, Abstract No. 798. Within this project Pladium will build 120 multi -family residential units. The plat layout is in conformance with the existing zoning. The access for this tract will be from Finley Blvd. of which two lanes are currently being constructed from existing Finley to an extension of Leonard Drive. A motion was made by Commissioner Callaham, seconded by Commissioner Setliff to recommend approval of the Anna Crossing Ph. 11" Final Plat. The vote was unanimous. 6. Consider/Discuss/Act on recommendation regarding "Palladium" Site Plan and Landscape plan. Mr. Schwanke gave a presentation and answered questions from the Commissioner. Ryan Combs, representative for the Palladium project gave a brief presentation and also answered questions from the Commission. A motion was made by Commissioner Callaham, seconded by Commissioner Setliff to recommend approval of the "Palladium "site plan. Mr. Schwanke noted that the site plan and landscape plan have been reviewed by staff and the staff is recommending approve of the site plan and landscape plan. The vote was unanimous. 7. Consider/Discuss/Act on recommendation regarding "Avery Pointe Ph. 4" final plat. Mr. Schwanke gave a presentation and answered questions from the Commission. The Avery Pointe PhA final plat contains 27.820 acres. Mr. Schwanke noted that within this project 112 residential lots are proposed and the plat layout is in conformance with the existing zoning. The staff is recommending approval of the final plat. Ashley Williams, representative for Avery Pointe was present for the meeting. A motion was made by Commissioner Callaham, seconded by Commissioner Setliff to recommend approval of the Avery Pointe PH 4 final plat. The vote was unanimous. 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. PZ Agenda 4-03-17.doc Page 2 of 4 Posted 3-31-17 8. Consider/Discuss/Act on recommendation regarding "Anna Crossing Ph. 2" preliminary plat. Mr. Schwanke gave a presentation and answered questions from the Commissioner. The Anna Crossing Phase II preliminary plat contains 39.799 acres located in the Granderson Stark Survey, Abstract No. 798. Within this project, 136 residential lots are proposed. The plat layout is in conformance with the existing zoning. John Arnold representative for the Anna Crossing PH 2 project answered questions from the Commission. Mr. Schwanke noted that the staff is recommending approval of the preliminary plat subject to all engineering concerns being addressed on construction plans for this development. A motion was made by Commissioner Callaham to recommend approval of the "Anna Crossing PH 2" preliminary plat subject to staff's recommendation. Commissioner Setliff seconded the motion. The vote was unanimous. 9. Consider/Discuss/Act on recommendation regarding "Anna Town Center Ph. 2-9" preliminary plat. Mr. Schwanke gave a presentation and answered questions from the Commission. The Anna Town Center Lots 2-9 preliminary plat contains 84.774 acres of land. Within this project, 8 commercial lots are proposed. This plat wraps around the Walmart site on the east and north. A waiver of the minimum driveway spacing and corner clearances provisions of the Subdivision Design Standards is being proposed. The developer will be using several mitigating features to help facilitate this waiver approval such as using a "pork chop" median and a long entry queuing feature. A motion was made by Commissioner Henke, seconded by Commissioner Landers to recommend approval of the preliminary plat. The vote was unanimous. 10. Consider/Discuss/Act on recommendation regarding a request by owner of the property to change zoning from Planned Development (PD 323-2007) to PD- Business Park Uses. The property is located at the northeast corner of Highway 5 and the Collin County Outer Loop. Mr. Schwanke gave a presentation and answered questions from the Commission. The property is currently zoned as PD 323-2007. The Anna Community Development Corporation owns 85.571 acres and is requesting to change the zoning on their ownership to PD-Business Park uses. The property is generally located at the northeast corner of Highway 5 and the Collin County Outer Loop. 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. PZ Agenda 4-03-17.doc Page 3 of 4 Posted 3-31-17 A motion was made by Commissioner Henkee, seconded by Commissioner Setliff to recommend conditional approval of the zoning change subject to a public hearing and additional vote to be held during the May Planning & Zoning Commission meeting. The vote was 5-1 with Mr. Callaham as the dissenting vote. 11. Consider/Discuss/Act on recommendation regarding "Anna Business Park" preliminary plat. Mr. Schwanke gave a presentation and answered questions from the Commissioner. The Anna Business Park preliminary plat contains 85.571 acres located in the D.E.W. Babb Survey, Abstract No. 33. The staff is recommending approval of the preliminary plat. A motion was made by Commissioner Henke, seconded by Commissioner Landers to recommend approval of the preliminary plat. The vote was unanimous. 12. Consider to approve Minutes of the March 6, 2017 Planning and Zoning meeting. A motion was made by Chairperson Johnson, seconded by Commissioner Ussery to approve the Minutes of the March 6, 2017 meeting. The vote was unanimous. 13. Adjourn There being no further business, a motion was made by Commissioner Setliff to adjourn the meeting. Commissioner Ussery seconded the motion. The meeting adjourned at 7:50 p.m. Maurice Schwanke Director of Planning and Development ATTEST: 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. PZ Agenda 4-03-17.doc Page 4 of 4 Posted 3-31-17 Item No. 5.c. City Council Agenda Staff Report Meeting Date: 5/9/2017 AGENDA ITEM: Review Quarterly Investment Report (Dana Thornhill) SUMMARY: In accordance with the Public Funds Investment Act, the City of Anna is required to submit a quarterly report on the investment of all Public Funds held by the City. The attached report has been developed with our investment advisors, Valley View Consulting, LLC. The report includes the following: • Review of economic conditions • Review of the City's holdings • Comparison of book vs. market value • Allocation information • Other information related to the PFIA. STAFF RECOMMENDATION: No action by the City Council is required. ATTACHMENTS: Description Upload Date Type Quarterly Investment Report March 2017 5/1 /2017 Staff Report CITY OF ANNA, TEXAS QUARTERLY INVESTMENT REPORT For the Quarter Ended March 31, 2017 Prepared by Valley View Consulting, L.L.C. The investment portfolio of the City of Anna is in compliance with the Public Funds Investment Act and the In mant PolicAjnd Strategies. rector Disclaimer: These reports were compiled using information provided by the City. No procedures were performed to test the. accuracy or completeness of this information. The market values included in these reports were obtained by Valley View Consulting, L.L.C. from sources believed to be accurate and represent proprietary valuation. Due to market fluctuations these levels are not necessarily reflective of current liquidation values. Yield calculations are not determined using standard performance formulas, are not representative of total return yields, and do not account for investment advisor fees. Summary Quarter End Results by Investment Category: March 31, 2017 December 31, 2016 Asset Type Ave. Yield Book Value Market Value Book Value Market Value Bank DDA/MMA/NOW 0,55% $ 151183,812 $ 15,183,812 $ 14,017,132 $ 14,0170132 TexPool 0,62% 263,625 263,625 2632345 263,345 Securities/CDs 0,65% 2463665 246,665 246,107 246,107 Totals $ 16,694,102 $ 15,694,102 $ 14,526.684 $ 14,526,684 Current Quarter Average Yield (1) Total Portfolio 0,55% Rolling Three Mo. Treas. Yield 0.60% Rolling Six Mo. Treas. Yield 0,64% Quarterly Interest Income $ 17,830 Year-to-date Interest Income $ 33,761 Fiscal Year -to -Date Average Yield (2) Total Portfolio 0,55% Rolling Three Mo. Treas. Yield 3.23% Rolling Six Mo. Treas. Yield 0,57% Quarterly TexPool Yield 0,54% (1) Average Yield calculated using quarter end report yields and adjusted book values and does not reflect a total return analysts or account far advisory fees. (2) Fiscal Year -to -Date Average Yields calculated using quarter end report yields and adjusted book values and does not reflect a total return analysis or account for advisory fees. Valley View Consulting, L.L.C. Page 1. Economic Overview 3/31/2017 The Federal Open Market Committee (FOMC) raised the Fed Funds target range of 0.75 % - 1.00 % (actual Fed Funds are trading +f_g0 bps). There are mixed anticipations for additional FOMC actions this year. Some look for another rise as early as the June FOMC meeting. Final revision 4th Quarter 2016 GDP Increased to 2.1%. US data reflects continuing modest to moderate economic growth. The Stock Markets recorded new highs. Financial Institution deposits (MMAs and CDs) generally offer the best interest earnings opportunity. 3.00 Treasury Yield Curves 2.50 2,00 1.50 1.00 0.50 0.00 am do dip do 410 �March 315 2016 December31,2016 March 31, 2017 5.50 s.00 4.50 - 4.00 3.50 3.00 2.50 %M 2.00 1,50 1.00 0.50 • •"., 000 COO q°1 Offix YMonth T-MH Two Year TwNoW Ten Year T-Note 2,750 2,500 2,250 2,000 1,760 t,600 1,260 1,000 750 500 250 0 Q� Po9 Qle�4r Po« 4 Poi Q fe F Pe Q Fob Q< P� 4 hod Q ifS Treasury Aistnrical Yields -Since Nny 21115 w ./ r �i ?a�\S�cc\5 \3`\ Ye,\ tlA\6 wf\ "0 6'O\b 1J\`6 P A\6 40 \6 Oa \6 t>o ' O` \b 1 Q° Ct`a P Valley View Consulting, L.L.C. Page 2. Investment Holdings March 31, 2017 Coupon/ Maturity Settlement Book Market Market Life Description Ratings Discount Date Date Par Value Value Price Value (days) Yield Independent Bank 0,55% 04/01/17 03/31/17 $ 151183,812 $ 15,1831812 1.000 $ 151183,812 1 0,55% TexPool AAArn 0,62% 04/01/17 03/31/17 263,625 263,625 1,000 263,625 1 0.62% Texas Star Bank CD 0,65% 04/07/18 04/07/16 246,665 246,665 1,000 246,665 372 0.65% $ 15,694,102 $ 15,694,102 $ 15,694,102 7 0.55% (f) (2) (1) Weighted average 1(fe -For purposes of calculating weighted average life, pool and bank account investments are assumed to have a one day maturity. (2) Weighted average yield to maturity - The weighted average yield to maturity Is based on adjusted book value, realized and unrealized gains/losses and investment advisory fees are not considered. The yield for the reporting month is used for pool and bank account investments. Valley View Consulting, L.L.C. Page 3. r�rnrrmmemrlrn Portfolio Composition Total Portfolio (Millions) $zD $1a $18 $14 $72 $10 $8 $8 $4 32 $0 h h 1r _ TaYal Partfollo Pertormance 0.60 0.50 �0.40 0'30 0.2D 0.10 0.00 M0.1 )W19 Q.1Oavl�et.1 )J0.15e4.1OeU1�9.1 � �.15 �1O�1�er.16 J0.1�p,1OeU1�e�.1'1 TexPool � Weighted Average Yield Valley VlewCanuplrp,LLC. Page 4. Book Value Comparison December 31, 2016 March 31, 2017 Coupon/ Maturity Purchases/ SaleslAdjust/ Description Discount Date Par Value Book Value Adjustments Maturities Par Value Book Value IndependentBank 0.55% 04/01/17 $ 1420172132 $ 14,017,132 $ 1,1661680 $ — $ 15,183,812 $ 151183,812 TexPool 0,62% 04/01/17 263,345 263,345 280 2632625 263,625 IC�.•FR33i1'li FTi1'.(a77 TOTAL 0.65% 04/07/18 246,107 246,107 558 Market Value Comparison 246,665 246,665 $ 14 526 584 $ 14 526 584 $ 1 167 518 $ — $ 15 694102 $ 15 694102 December 31, 2016 Coupon/ Maturity Description Discount Date Par Value Market Value Independent Bank 0,55% 04/01/17 $ 142017,132 $ 14,017,132 TexPool 0,62% 04/01/17 263,345 263,345 Texas Star Bank CD 0.65% 04/07/18 246,107 246,107 TOTAL $ 14,526,584 $ 14,526,584 March 31, 2017 Qtr to Qtr Change Par Value Market Value $ 1,166,680 $ 15,t83,812 $ 15,183,812 280 263,625 263,625 558 246,665 246,665 $ 1,167,518 $ 15,694,102 $ 15,694,102 Page 5. Valley View Consulting, L.L.C. Allocation General Debt Service General General Fund - Fund - Capital Book & Market Value Total Operating Restricted General Projects Independent Bank $ 15,183,812 $ 20537,t95 $ 64,965 $ 573,126 $1,166,6f TexPool 263,625 206,820 Texas Star Bank CD Utilities Utilities Funds - iperating Restricted 56,805 March 31, 2017 EDC CDC t89.275 $ 255.736 Valley View Consulting, L.L.C. Page 6. Allocation General General Fund - Book & Market Value Total Operating Restricted Independent Bank $ 14,017,132 $ 2,665,714 $ 55,661 TexPool 263,345 2062591 Texas Star Bank CD Totals Debt Service Fund = General $ 495,979 General Capital Projects $ 773,05C December 31, 2016 Utilities Utilities Funds - perating Restricted EDC CDC 4,641,235 $ 4,896,737 $ 190,201 $ 298,E 56,754 Page 7. Valley View Consulting, L.L,C. I Item No. 5.d. City Council Agenda Staff Report Meeting Date: 5/9/2017 y{OUR) HOMETOWN AGENDA ITEM: Authorize the City Manager to solicit bids for the Natural Springs Park office, breakroom and public restroom facility building improvement project. (Maurice Schwanke) �Y�J►�i 1 Ji I_1:�'il The City Council previously approved an architectural services contract with Spurgin & Associates Architect for this project. The project includes remodeling the west wing of the Natural Springs Equipment Storage building into a park office, a breakroom for park employees, and a public restroom facility. The architectural plans are attached as an exhibit. The City previously put this project out for bid and received no bidders. After further review, Staff is recommendong that the City act as the General Contractor and break the project into manageable parts as follows: A. Concrete and Plumbing work. B. Metalwork, Framing, Doors, Windows, Drywall and Insulation. C. Electrical and HVAC D. Finish out which would include the Cabinets, Counter Tops, Floor Finish, painting, FRP panels, bathroom partitions, and toilet accessories. Each Part (A thru D) will be competively bid out, and the Planning and Parks department staff will oversee each phase of construction. The project is expected to cost approximately $115,000 according to the architect's estimate. An additional aerobic on -site wastewater system will cost about $10,000. Funds are available for this project in the Park Trust Fund. STAFF RECOMMENDATION: Staff recommends approval of this item authorizing the City Manager to solicit bids for the Natural Springs Park office, breakroom and public restroom facility project. ATTACHMENTS: Description Upload Date Type NSP Building Plans 1/4/2017 Exhibit GRAPHIC CONVENTIONS PROJECT DATA APPLICANT: MR. MAURICE SCHWANKE DIRECTOR OF PLANNING & DEVELOPMENT NORTH ARROW CITY OF ANNA 3223 N. POWELL PARKWAY PO BOX 776 ANNA, TEXAS 75409 123 ROOM DESIGNATION TELEPHONE: 972-924-2616 FAX: 972-924-2620 EMAIL: mschwanke®annatexas.gov 456 DOOR DESIGNAl10N DEVELOPMENT LOCATION: NATURAL SPRINGS PARK W. WHITE STREET (FARM ROAD 455) A ❑ WINDOW DESIGNATION ANNA, TEXAS 754 9 JOSEPH SLATER SCHLUTER SURVEY ABSTRACT A0856, TRACT 43 78 PRECAST CONCRETE PANEL DESIGNATION 19.309 ACRES ZONING: SF—E SINGLE FAMILY RESIDENTIAL —LARGE LOT GLAZING TYPE CODE AUTHORITY: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE, PLUMBING CODE 10 NOTE BY SYMBOL & MECHANICAL CODE COLUMN GRID LINE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2014 NATIONAL ELECTRIC CODE 12A13 SECTION CUT TT Sheet Number Drawing Number 14A15 BUILDING SECTION CUT TT Sheet Number Drawing Number 16A17 ARCHITECTURAL ELEVATION TT Sheet Number Drawing Number 56'-7" L DIMENSION LINE TOP OF JST. ELEVATION EL.=18'—O" C.L. _ CENTER LINE -- -- PROPERTY LINE • MATCH LINE 234.56 EXISTING SPOT GRADE ELEVATION 789 FINISH SPOT GRADE ELEVATION 123 — — — — EXISTING GRADE CONTOUR 456 FINISH GRADE CONTOUR NOTE: ALL SYMBOLS INDICATED ABOVE MAY NOT APPEAR IN THIS PROJECT. SITE Natural Springs Park Slayter Creek 10"N& ANNA 0 Sherley Park FAiH svAa t LOCATION MAP ABBREVIATIONS AFF ABOVE FINISH FLOOR KD KILN DRIED AGG AGGREGATE KW KILOWATT A/C AIR CONDITIONING KD KNOCKED DOWN ALLUM ALUMINUM LAV LAVATORY AMP AMPERE LH LEFT HAND ANGL or L ANGLE LHR LEFT HAND REVERSE APPROX APPROXIMATE LVL LEVEL ASPH ASPHALT LW LIGHT WEIGHT AVE AVENUE LF LINEAR FEET AVG AVERAGE LL LIVE LOAD BM BEAM LBR LUMBER BM BENCH MARK MFR MANUFACTURER BLK BLOCK MK MARK BLKG BLOCKING MAX MAXIMUM BD BOARD MED MEDIUM BRK BRICK MTL METAL BTU BRITISH THERMAL UNIT MTR METER CAB CABINET MIN MINIMUM CPT CARPET MIN or ' MINUTE CLG CEILING NOM NOMINAL CEM CEMENT N NORTH CEM PLAS CEMENT PLASTER NO or # NUMBER CTR CENTER OCT OCTAGONAL CL or ( CENTER LINE OFC OFFICE CER CERAMIC OC ON CENTER CT CERAMIC TILE OPNG OPENING CHAN CHANNEL OZ OUNCE CKT CIRCUIT OD OUTSIDE DIAMETER CKT BKR CIRCUIT BREAKER OA OVERALL CO CLEAN OUT PG PAGE CW COLD WATER PR PAIR COL COLUMN PKG PARKING CONC CONCRETE d PENNY NAIL SIZE) CONC BLK CONCRETE BLOCK x PERCEN CONNX CONNECTION PLAS PLASTER CONTR CONTRACTOR PLAS LAM PLASTIC LAMINATE CNTR COUNTER PL GL PLATE GLASS CF CUBIC FEET/FOOT PLMB PLUMBING CFM CUBIC FEET PER MINUTE PLYWD PLYWOOD CI CUBIC INCH PT POINT CY CUBIC YARD LB or POUND CYL CYLINDER PL or PROPERTY LINE DL DEAD LOAD PC PULL CHAIN DEG or ' DEGREE PB PUSH BUTTON DTL DETAIL QTY QUANTITY DIAM or 0 DIAMETER QT QUART DIM DIMENSION R RADIUS DC DIRECT CURRENT REFL REFLECTED DISC DISCONNECT RET RETURN DWL DOWEL RH RIGHT HAND DN DOWN RHR RIGHT HAND REVERSE DS DOWNSPOUT R RISER DWG DRAWING RFG ROOFING DF DRINKING FOUNTAIN RD ROOF DRAIN EA EACH RO ROUGH OPENING E EAST RND or 0 ROUND ELEC ELECTRIC or ELECTRICAL SS SANITARY SEWER EWC ELECTRIC WATER COOLER SEC or " SECOND ELEV ELEVATION SECT SECTION ENCL ENCLOSURE SEL SELECT ENGR ENGINEER SWR SEWER EQUIP EQUIPMENT SHTG SHEATHING EST ESTIMATE SHT SHEET EXT EXTERIOR SDG SIDING FAB FABRICATE S or SK SINK FT or ' FEET or FOOT S SOUTH FPM FEET PER MINUTE SYP SOUTHERN YELLOW PINE FPS FEET PER SECOND SPCS SPACES FIN FINISH SPKR SPEAKER FIN FLR FINISH FLOOR SQ SQUARE FH FIRE HYDRANT SF SQUARE FEET/FOOT FIXT FIXTURE SS STAINLESS STEEL FLR FLOOR ST STREET FD FLOOR DRAIN STD STANDARD FTG FOOLING STA STATION GAL GALLON STL STEEL GPH GALLONS PER HOUR SUSP SUSPENDED GPM GALLONS PER MINUTE SW SWITCH GPS GALLONS PER SECOND TEL TELEPHONE GALV GALVANIZED TEMP TEMPERATURE GA GAGE TER TERRAZZO GL GLASS THK THICK GOVT GOVERNMENT T&G TONGUE & GROOVE GR GRADE TYP TYPICAL GRND GROUND UL UNDERWRITER'S LABORATORY GYP GYPSUM UR URINAL GWB GYPSUM WALL BOARD VCT VINYL COMPOSITION TILE HC HANDICAP VWC VINYL WALL COVERING HDW HARDWARE V VOLT HD HEAD VOL VOLUMN HTR HEATER WTR WATER HT HEIGHT WC WATER CLOSET HORIZ HORIZONTAL WH WATER HEATER HP HORSE POWER WP WATERPROOF HB HOSE BIBB W WATT HW HOT WATER WHR WATT HOUR IN or " INCH WP WEATHERPROOF INC INCORPORATED WT WEIGHT INFO INFORMATION W WEST ID INSIDE DIAMETER WP WESTERN PINE INSUL INSULATION W/ WITH INT INTERIOR W OUT WITHOUT INV INVERT Wb WOOD JT JOINT WI WROUGHT IRON J—BOX JUNCTION BOX YD YARD YP YELLOW PINE 4ffy 13f •.04%LA r6FAS OFFICE & RESTROOM FINISHOUT FOR NATURAL SPRINGS PARK CITY OF ANNA, TEXAS CONSTRUCTION DOCUMENTS 09/26/16 SPURGIN & ASSOCIATES ARCHITECTS ARCHITECT MCKINNEY, TEXAS RTN DESIGN ASSOCIATES STRUCTURAL ENGINEER ROCKWALL, TEXAS ROOT ENGINEERING SERVICES MEP ENGINEER HOWE, TEXAS INDEX OF DRAWINGS Al EXISTING / DEMO FLOOR PLAN A2 FLOOR PLAN & SCHEDULES A3 DIMENSION CONTROL PLAN & CEILING PLAN A4 EXT. ELEVATIONS, TLT. ACC. PLAN, INT. ELEVATION A5 BUILDING SECTIONS & DETAILS A6 BUILDING SECTIONS A7 MISCELLANEOUS DETAILS S1 NEW INTERIOR SLAB PLAN S2 TYPICAL DETAILS & GENERAL NOTES M1 MECHANICAL PLAN M2 MECHANICAL SCHEDULES & DETAILS M2 MECHANICAL SCHEDULES & DETAILS E1 ELECTRICAL LIGHTING PLAN E2 ELECTRICAL POWER PLAN E3 ELECTRICAL SCHEDULES & DETAILS P1 PLUMBING WATER PLAN P2 PLUMBING WASTE/VENT PLAN P3 PLLUMBING SCHEDULES & DETAILS PROJECT NUMBER: 1610 ISSUE DATE: OCT 2016 SET NUMBER: z O F- a U J m 0 Li O z I U Lu F- 2 U Q U) Ld F- U O N Q d Z_ 0 of N c2 O N O EXISTING STEEL OVERHEAD SECTIONAL I EXISTING CONCRETE APRON TO REMAIN EXISTING CONCRETE SLAB TO REMAIN, SECTION OF BUILDING EXISTING STEEL FRAMES, CHANNELS & TYPICAL ALL LOCATIONS CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR INSTALLATION OF NEW VI REMOVE EXISTING STEEL PIPE & WIRE W MATERIALS ON NORTH WALL, EXISTING METAL WALL PANELS TO REMAIN EXISTING METAL WALL PANELS TO REM) NOTED CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR INSTALLATION OF NEW H EXISTING STEEL FRAMES, CHANNELS & TYPICAL ALL LOCATIONS CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR INSTALLATION OF NEW H EXISTING METAL DOWNSPOUTS TO REMA EXISTING DIRT FLOOR, SEE STRUCT. DW REQUIRED & NEW CONCRETE SLAB, TYP CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR CONSTRUCTION OF NEW CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR CONSTRUCTION OF NEW CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR CONSTRUCTION OF NEW EXISTING STEEL ROOF PURLINS & CHAN REMOVE EXISTING STEEL PIPE & WIRE W MATERIALS ON SOUTH WALL, EXISTING 1 METAL WALL PANELS TO REMAIN EXISTING METAL WALL PANELS TO REM) NOTED EXISTING ELECTRICAL PANEL TO REMAIN EXISTING ELECTRICAL METER TO REMAIN EXISTING STEEL DOOR & FRAME TO REh EXISTING CONCRETE APRON TO REMAIN EXISTING STEEL OVERHEAD SECTIONAL I 10/26/16 OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE EXISTING/DEMO FLOOR PLAN PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE EXISTING / DEMO FLOOR PLAN 1 /4" = 1'-0" 0 SHEET NUMBER Al z 0 a U J m D m 0 LL- z I U W H 2 U Q cn w Q U 0 U) a d z D m U) (o 0 N 0 U m 0 U m r- It r�i 0 0 N 11-1 0 c v 0 0 LL— au 41 U) Q 0 cfl EXISTING STEEL OVERHEAD SECTIONAL I EXISTING CONCRETE APRON TO REMAIN EXISTING CONCRETE SLAB TO REMAIN, " SECTION OF BUILDING EXISTING STEEL FRAMES, CHANNELS & TYPICAL ALL LOCATIONS, SEE DEMO PL, INFORMATION EXISTING METAL WALL PANELS TO REM) ADDITIONAL INFORMATION, TYPICAL EXISTING METAL DOWNSPOUTS TO REMA 5/8" T-111 PLYWOOD, PAINTED OVER d- ® 16" OC WITH 3-1/2" BATT INSULATI( TYPICAL UNLESS NOTED STEEL DOOR & FRAME AS SCHEDULED, 5/8" T-111 PLYWOOD, PAINTED OVER ® 16" OC WITH 3-1/2" BATT INSULATI( TYPICAL UNLESS NOTED WINDOW AS SCHEDULED, SEE DEMO PLA INFORMATION, TYPICAL FOR 3 LOCATION CONCRETE SLAB, SEE STRUCT. DWGS., SECTION OF BUILDING 5/8" T-111 PLYWOOD, PAINTED, ON EX WALLS; 5/8" GWB, TAPE & BED ONLY, OF WALLS, OVER 2 X 4 WOOD STUDS 4 AT AC CLOSET ONLY MILLWORK, SEE INTERIOR ELEVATION & 5/8" T-111 PLYWOOD WITH 1 X 4 WOO TRIM, PAINTED, ON 2 X 4 WOOD STUDS STEEL TUBE POSTS & GATE, SEE DETAI PLASTIC PANELING ON 5/8" GWB, TAPE 2 X 4 WOOD STUDS ® 16" OC WITH 3- IN STUD CAVITIES ® EXTERIOR WALLS SOLID PLASTIC TOILET PARTITIONS, PAN 4" CONCRETE SIDEWALK, SEE DETAILS ) 5/8" T-111 PLYWOOD WITH 1 X 4 WOO TRIM, PAINTED, ON 2 X 4 WOOD STUDS STEEL TUBE POSTS & GATE, SEE DETAI PLUMBING FIXTURES AS SCHEDULED, SE FOR ADDITIONAL INFORMATION, TYPICAL SOLID PLASTIC TOILET PARTITIONS, PAN PLASTIC PANELING ON 5/8" GWB, TAPE 2 X 4 WOOD STUDS ® 16" OC WITH 3- IN STUD CAVITIES ® EXTERIOR WALLS EXISTING ELECTRICAL PANEL TO REMAIN EXISTING ELECTRICAL METER TO REMAIN 5/8" T-111 PLYWOOD, 1 X 4 WOOD BA WOOD TRIM ALL AROUND, PAINTED, ON NEW WALL AT 4 LOCATIONS ONLY EXISTING STEEL DOOR & FRAME TO REh EXISTING CONCRETE APRON TO REMAIN EXISTING STEEL OVERHEAD SECTIONAL L.,.,l. l., I.L-I.lr,%Il. FLOOR PLAN 1 /4" = 1'-0" ROOM FINISH SCHEDULE z o Q Q W u- m 3 0 X—X—X—X FINISH KEY SEE FLOOR PLANS FOR ADDITIONAL NOTES AND FINISH INFO. DES. I DESCRIPTION FLOORING 0 SEALED CONCRETE 1 RAISED PLYWOOD PLENUM FLOOR BASE 0 NONE 1 1 X 4 WOOD BASE, PAINTED WALLS 0 5/8" T-111 PLYWOOD, PAINTED 1 PLASTIC PANELING OVER 5/8" GWB 2 5/8" GWB, TAPE & BED ONLY CEILINGS 0 EXPOSED CONSTRUCTION, PAINTED 1 TECTUM PANELS W/WHITE FINISH 2 5/8" GWB, TAPE & BED ONLY PLUMBING FIXTURE SCHEDULE (A A) & TEXASRICANS ACCESS B WITHACT LITIES STANDARDS (TAS) DESIG. DESCRIPTION MOUNTING HEIGHT (A.F.F. UNLESS NOTED) LAV LAVATORY (RIM) 36" MAX. HLAV HANDICAP ACCESSIBLE LAVATORY (RIM/KNEESPACE) 34" MAX./27" MIN. UR URINAL (RIM) 24" HUR HANDICAP ACCESSIBLE URINAL (RIM/FLUSH CONTROL) 17" MAX./44" MAX. WC WATER CLOSET (TOP OF SEAT) 15" TO TOP OF SEAT HWC HANDICAP ACCESSIBLE WATER CLOSET (TOP OF SEAT/FLUSH CONTROL) (MOUNT FLUSH CONTROL ON WIDE SIDE OF TOILET AREA) 17"-19"/44" MAX. HSINK HANDICAP ACCESSIBLE SINK (RIM) PARALLEL APPROACH 34" MAX. HWF HANDICAP ACCESSIBLE WASH FOUNTAIN (RIM) 34" MAX. 3'-4" 2" S-0" " 2'-10" 2" 2�-6" " 4'-0" 6'-6" ilf- 2" S-0" 2" S-0" 2" 1-3/4" STEEL DOOR W/ 1-3/4" STEEL DOOR W/ EXTRUDED ALUMINUM FRAME STEEL FRAME, PAINTED, W/ STEEL FRAME, PAINTED STEEL FRAME, PAINTED W/ANODIZED MILL FINISH, W/ 1 /4" CLEAR PLATE GLASS 3/4" TINTED INSUL. GLASS 01 02 03 04 05 06 07 A❑ ❑B DOOR/WINDOW SCHEDULE 1 /4" = 1'—O" 10/26/16 '.!Iry ui A%w. to ILA! OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE FLOOR PLAN & MISC. SCHEDULES PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE SHEET NUMBER z 0 a U J m D O LL- O Z I U W S U Q w a_ U 0 U) a d Z D IL cn O N O EXISTING METAL WALL PANELS REMAIN, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, TYPI( EXISTING METAL DOWNSPOUTS REMAIN, TYPICAL 6" BATT INSULATION ABOVE 1- THICK X 30" WIDE TECTUM CEII. PANELS WITH WHITE FACTORY f REST ONE END OF PANEL ON I ROOF PURLIN, INSTALL WALL Al ON OPPOSITE ROOF PURLIN FOI SUPPORT, TYPICAL STRIP FLOURESCENT LIGHT FIX1 SURFACE MOUNTED ON BOTTOM PURLINS, SEE MEP DWGS., TYPI EXISTING FLUORESCENT LIGHT F TO REMAIN, TYPICAL EXISTING STEEL FRAMING MEMB ROOF PURLINS TO REMAIN, TYP PAINT EXISTING ROOF PURLINS FRAMING TO REMAIN, TYPICAL 5/8" GWB CEILING, TAPE & BEI 5/8" T-111 PLYWOOD SOFFIT V 1 X 4 WOOD TRIM, PAINTED 6" BATT INSULATION ABOVE 1- THICK X 30" WIDE TECTUM CEII PANELS WITH WHITE FACTORY f REST ONE END OF PANEL ON I ROOF PURLIN, INSTALL WALL Al ON OPPOSITE ROOF PURLIN FOI SUPPORT, TYPICAL PAINT EXISTING ROOF PURLINS FRAMING TO REMAIN, TYPICAL LED DOWNLIGHT FIXTURES SURF MOUNTED ON BOTTOM OF ROOF PURLINS, SEE MEP DWGS., TYPI RECESSED LIGHT FIXTURE, SEE MEP DWGS., TYPICAL FOR 3 EXISTING METAL DOWNSPOUTS REMAIN, TYPICAL 5/8" T-111 PLYWOOD SOFFIT V 1 X 4 WOOD TRIM, PAINTED EXISTING VINYL -BACK INSULATI DRAPED OVER ROOF PURLINS 1 REMAIN, TYPICAL EXISTING METAL WALL PANELS REMAIN, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, TYPI( 10/26/161 I r L. • 1'.'aJ OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE DIMENSION CONTROL PLAN & REFLECTED CEILING PLAN PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE DIMENSION CONTROL PLAN REFLECTED CEILING PLAN SHEET NUMBER 1 /4" = 1'-0" is 1 /4" = 1'-0" A3 z 0 Q U J m m 0 0 z U W F- U Q cn w Q U 0 cn U) a d z CD m U) c2 0 N O 2 U_ 0 U m It co N O 0 c v 0 0 au 41 U) Q 0 cfl EXISTII EXISTII EXISTII EXISTII EXISTII EXISTII ROOF GUTTE ENSUF INSIDE EAVE EXISTII EXISTII > 11 171 17�4 1 CUT & WINDO EXISTII DEMO CUT & & INS' WOOD NOTE: PARTIAL NORTH ELEVATION 1 /4" = 1'-0" JG METAL ROOF PANELS & GABLE TRIM TO RE JG METAL GUTTER & DOWNSPOUTS TO REMAIN JG METAL WALL PANELS TO REMAIN, TYPICAL JG METAL CORNER TRIM TO REMAIN, TYPICAL JG METAL WALL —TO —ROOF FLASHING TO REMF JG METAL ROOF PANELS TO REMAIN. AT LOW PANELS FROM EAVE STRUT BELOW & INSERT Z TO EXTEND 6" MINIMUM BEHIND GUTTER BEI E RUNOFF DRAINS INTO GUTTER & PREVENTS FACE OF METAL WALL PANELS; RE —ATTACH STRUT THROUGH NEW METAL FLASHING JG METAL CORNER TRIM TO REMAIN, TYPICAL JG METAL GUTTER & DOWNSPOUTS TO REMAIN REMOVE EXISTING METAL WALL PANELS AS F N AS SCHEDULED, COMPLETE WITH METAL J-1 JG METAL WALL PANELS TO REMAIN UNLESS I' PLAN FOR ADDITIONAL INFORMATION, TYPICAL REMOVE EXISTING METAL WALL PANELS AS F -ALL 5/8" T-111 PLYWOOD & 1 X 4 WOOD TF STUDS ® 16" OC, SEE FLOOR PLAN FOR ADD m SECURITY GATES NOT SHOWN FOR CLARITY OF ENTRANCE AREAS TOILET ACCESSORY SCHEDULE DESIG. DESCRIPTION (10810 UNLESS NOTED) MANUFACTURER/MODEL MTG. HEIGHT (FROM FINISH FLOOR UNLESS NOTED) TA1 36" GRAB BARS (MOUNT 6" FROM CORNER) BRADLEY 8120-001 36" 33-36" TO TOP OF BAR TA2 42" GRAB BARS (MOUNT 12" FROM CORNER) BRADLEY 8120-001 42" 33-36" TO TOP OF BAR TA3 TOILET TISSUE DISPENSER BRADLEY 5241-50 15"-48" TO TISSUE ACCESS TA4 STAINLESS STEEL MIRROR BRADLEY 7481 24" X 42" 40" MAX. TO BOTTOM EDGE OF REFLECTING SURFACE TA5 PAPER TOWEL DISPENSER BRADLEY 250-15 42" MAX. TO PAPER SLOT TA6 PAPER TOWEL DISPENSER BRADLEY 252 42" MAX. TO PAPER SLOT TA7 SOAP DISPENSER BRADLEY 6562 40" TO VALVE TA8 WASTE RECEPTACLE BRADLEY 344 36" TO RECEPTACLE TOP LIP TA9 FEMININE NAPKIN DISPOSAL BRADLEY 4722-15 30" TO TOP OF UNIT TOILET ACCESSORY PLAN 1 /4" = 1'-0" WEST ELEVATION 1 /4" = 1'-0" _ x co 171- iV II I I I co N o F1141S H A SCHED L D TA6 w I w io t-------- --------' I II II II I `° o 04 L—Li \,I --\Iz > I --\Iz I --\Iz > Iz 16"f I_ 2'-8" 1_ 2'-8" 1_ 2'-8" 1_ 16"f I_ 3'-0" REF SPC 13'-8 1 /4"t ELEVATION-BREAKROOM 1 /2" = 1'-0" 10/26/16 OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE EXTERIOR ELEVATIONS, TOILET ACC PLAN & INTERIOR ELEVATION PROJECT NUMBER 11610 ISSUE DATE OCTOBER 2016 REVISION DATE SHEET NUMBER w EXISTING METAL ROOF PANELS TO REMAIN. AT LOW END OF ROOF, DETACH ROOF PANELS FROM EAVE STRUC BELOW & INSERT NEW METAL FLASHING OVER GUTTER TO EXTEND 6" MINIMUM BEHIND GUTTER BELOW ROOF PANELS TO ENSURE RUNOFF DRAINS INTO GUTTER & PREVENTS RUNOFF RUNNING DOWN INSIDE FACE OF METAL WALL PANELS; RE -ATTACH METAL ROOF PANELS TO EAVE STRUT THROUGH NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUT TO REMAIN EXISTING EAVE STRUT TO REMAIN — 1 X2 WOOD TRIM, PAINTED EXISTING ROOF PURLINS TO REMAIN 6" BATT INSULATION ABOVE 1-1/2" THICK TECTUM PANELS SPANNING BETWEEN PURLINS 5/8" T-111 PLYWOOD, PAINTED, ON 2X4 WOOD STUDS 0 16" OC 3-1/2" BATT INSULATION ROOF EAVE DETAIL 1-1/2" = 1'-O" z O F_ a U m D m O LL O z I U Ld H U Q Ld Q U O V) a d z c� D m 0 N O 1 EXISTING METAL ROOF PANELS & GABLE TRIM TC EXISTING METAL GUTTER & DOWNSPOUTS TO REN EXISTING METAL WALL PANELS TO REMAIN, TYPIC EXISTING STEEL FRAMING MEMBERS & ROOF PUR EXISTING METAL WALL -TO -ROOF FLASHING TO R EXISTING METAL ROOF PANELS TO REMAIN. AT L STRUT BELOW & INSERT NEW METAL FLASHING C BELOW ROOF PANELS TO ENSURE RUNOFF DRAIN INSIDE FACE OF METAL WALL PANELS; RE-ATTAI NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUTS TO REti EXISTING STEEL FRAMING MEMBERS & WALL GIRT 6" BATT INSULATION ABOVE 1-1/2" THICK X 30 FINISH, REST ONE END OF PANEL ON LIP OF RO PURLIN FOR PANEL SUPPORT, TYPICAL 5/8" T-111 PLYWOOD, PAINTED, ON 2X4 WOOD CORNICE, PAINTED AT NEW GUTTER FLASHING STEEL WINDOW FRAME AS SCHEDULED, PAINTED, STEEL DOOR & FRAME AS SCHEDULED, PAINTED EXISTING METAL WALL PANELS TO REMAIN UNLE� ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO F CONCRETE SLAB & GRADE BEAMS WITH SEALED INFORMATION SPREAD EXISTING SOIL REMOVED IN PREPARA1101 AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO BUILDING PERIMETER BUILDING SECTION 1 /2" = 1'-0" EXISTING METAL ROOF PANELS & GABLE TRIM TO REMAIN, TYPICAL EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT HIGH ROOF, TYPICAL EXISTING METAL WALL PANELS TO REMAIN, TYPICAL EXISTING STEEL FRAMING MEMBERS & ROOF PURLINS TO REMAIN, TYPICAL 3/4" PLYWOOD DECK ON 2X8 WOOD JOISTS ® 12" OC WITH 5/8" GWB CEILING, TAPE & BED ONLY EXISTING METAL WALL -TO -ROOF FLASHING TO REMAIN, TYPICAL 5/8" GWB, TAPE & BED ONLY INSIDE A/C CLOSET EXISTING STEEL FRAMING MEMBERS & ROOF PURLINS TO REMAIN, TYPICAL EXISTING METAL ROOF PANELS TO REMAIN. AT LOW END OF ROOF, DETACH ROOF PANELS FROM EAVE STRUT BELOW & INSERT NEW METAL FLASHING OVER GUTTER TO EXTEND 6" MINIMUM BEHIND GUTTER BELOW ROOF PANELS TO ENSURE RUNOFF DRAINS INTO GUTTER & PREVENTS RUNOFF RUNNING DOWN INSIDE FACE OF METAL WALL PANELS; RE -ATTACH METAL ROOF PANELS TO EAVE STRUCT THROUGH NEW METAL FLASHING 6" BATT INSULATION, TYPICAL EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT LOW ROOF, TYPICAL 2" X 4" STEEL CHANNEL JAMBS & HEADER & METAL J-TRIM AT NEW ENTRANCES STEEL SECURITY GATE, PAINTED, SEE GATE ELEVATION 17A7 5/8" T-111 PLYWOOD SOFFIT WITH 1X4 TRIM, PAINTED, ON 2X8 WOOD JOISTS ® 12" OC 6" BATT INSULATION ABOVE 1-1/2" THICK X 30" WIDE TECTUM CEILING PANELS WITH WHITE FACTORY FINISH, REST ONE END OF PANEL ON LIP OF ROOF PURLIN, INSTALL WALL ANGLE ON OPPOSITE ROOF PURLIN FOR PANEL SUPPORT, TYPICAL 5/8" T-111 PLYWOOD, PAINTED, ON 2X4 WOOD STUDS ® 16" OC, WITH 1 X4 WOOD BASE & 1 X2 WOOD CORNICE, PAINTED STEEL DOOR & FRAME AS SCHEDULED, PAINTED MILLWORK, SEE INTERIOR ELEVATION 2A4 FOR ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO REMAIN CONCRETE SLAB & GRADE BEAMS WITH SEALED FINISH, SEE STRUCT. DWGS. FOR ADDITIONAL INFORMATION CONCRETE WALK, SEE DETAILS SHEET A4. SPREAD EXISTING SOIL REMOVED IN PREPARATION OF NEW CONCRETE WALKS TO FILL DEPRESSIONS AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO SLOPE GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING PERIMETER THRU BREAKROOM LOOKING NORTH EXISTING METAL ROOF PANELS ON 8" STEEL ROOF PURLINS TO REMAIN, SEE 3A7 FOR MODIFICATIONS DBL. 2X4 TOP PLATE METAL GUTTER FLASHING, SEE 3A5 EXISTING EAVE STRUT TO REMAIN EXISTING GUTTER & DOWNSPOUT TO REMAIN EXISTING METAL WALL PANEL, CUT & REMOVE AS REQ'D. FOR CONSTRUCTION OF NEW ENTRANCE AREAS 2" X 4" STEEL CHANNEL HEAD & JAMBS AT NEW ENTRANCES. INSTALL METAL J-TRIM TO MATCH WALL PANELS DBL. 2X BEAM W/PLYWOOD SPACER 1X4 WOOD TRIM, PAINTED 1-1/2" SQUARE STEEL TUBE SECURITY GATE W/ 3/4" SQUARE STEEL PICKETS, SEE 17A7 1X4 WOOD TRIM AT JAMB BEYOND, PAINTED, SEE 7A7 5/8" T-111 PLYWOOD SOFFIT, PAINTED, ON 2X8 JOISTS ® 12" OC 6" BATT INSULATION 10/26/161 ui x.%'4A re Rm OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE BUILDING SECTIONS PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE BUILDING SECTION 1 /2" = 1'-0" THROUGH ENTRY #1 /KITCHENETTE LOOKING SOUTH r; " 4 " ROOF EAVE DETAIL 1-1/2" = 1'-O" AT NEW ENTRANCE FRAMING SHEET NUMBER A5 z O F_ a U m D 0- fy O Li O z I V) U Ld H U ry Q V) Lu F- Q U O V) V) a od z c� ry D 0- V) c2 0 N O EXISTING METAL ROOF PANELS & GABLE TRIM T( EXISTING METAL GUTTER & DOWNSPOUTS TO REK EXISTING METAL WALL PANELS TO REMAIN, TYPI( EXISTING STEEL FRAMING MEMBERS & ROOF PUR EXISTING METAL WALL —TO —ROOF FLASHING TO R EXISTING METAL ROOF PANELS TO REMAIN. AT L STRUT BELOW & INSERT NEW METAL FLASHING C BELOW ROOF PANELS TO ENSURE RUNOFF DRAIN INSIDE FACE OF METAL WALL PANELS; RE—ATTAI NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUTS TO REti EXISTING STEEL FRAMING MEMBERS & WALL GIRT 6" BATT INSULATION ABOVE 1-1/2" THICK X 30 FINISH, REST ONE END OF PANEL ON LIP OF RO PURLIN FOR PANEL SUPPORT, TYPICAL PLASTIC PANELING OVER 5/8" GWB, TAPE & BE( WOOD BASE & 1X2 CORNICE, PAINTED SOLID PLASTIC TOILET PARTITIONS, PANELS & D( STEEL DOOR & FRAME AS SCHEDULED, PAINTED EXISTING METAL WALL PANELS TO REMAIN UNLE! ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO F CONCRETE SLAB & GRADE BEAMS WITH SEALED INFORMATION SPREAD EXISTING SOIL REMOVED IN PREPARATIO1 AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO BUILDING PERIMETER BUILDING SECTION 1/2" = 1'-0" THRU WOMEN'S RESTROOM LOOKING NORTH EXISTING METAL ROOF PANELS & GABLE TRIM TO REMAIN, TYPICAL EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT HIGH ROOF, TYPICAL EXISTING METAL WALL PANELS TO REMAIN, TYPICAL EXISTING STEEL FRAMING MEMBERS & ROOF PURLINS TO REMAIN, TYPICAL EXISTING METAL WALL —TO —ROOF FLASHING TO REMAIN, TYPICAL EXISTING METAL ROOF PANELS TO REMAIN. AT LOW END OF ROOF, DETACH ROOF PANELS FROM EAVE STRUT BELOW & INSERT NEW METAL FLASHING OVER GUTTER TO EXTEND 6" MINIMUM BEHIND GUTTER BELOW ROOF PANELS TO ENSURE RUNOFF DRAINS INTO GUTTER & PREVENTS RUNOFF RUNNING DOWN INSIDE FACE OF METAL WALL PANELS; RE —ATTACH METAL ROOF PANELS TO EAVE STRUCT THROUGH NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT LOW ROOF, TYPICAL EXISTING STEEL FRAMING MEMBERS & WALL GIRTS TO REMAIN, TYPICAL UNLESS NOTED 6" BATT INSULATION ABOVE 1-1/2" THICK X 30" WIDE TECTUM CEILING PANELS WITH WHITE FACTORY FINISH, REST ONE END OF PANEL ON LIP OF ROOF PURLIN, INSTALL WALL ANGLE ON OPPOSITE ROOF PURLIN FOR PANEL SUPPORT, TYPICAL PLASTIC PANELING OVER 5/8" GWB, TAPE & BED ONLY, ON 2X4 WOOD STUDS ® 16" OC, WITH 1 X4 WOOD BASE & 1 X2 CORNICE, PAINTED SOLID PLASTIC TOILET PARTITIONS, PANELS & DOOR, TYPICAL STEEL DOOR & FRAME AS SCHEDULED, PAINTED EXISTING METAL WALL PANELS TO REMAIN UNLESS NOTED OTHERWISE, SEE DEMO PLAN FOR ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO REMAIN CONCRETE SLAB & GRADE BEAMS WITH SEALED FINISH, SEE STRUCT. DWGS. FOR ADDITIONAL INFORMATION SPREAD EXISTING SOIL REMOVED IN PREPARATION OF NEW CONCRETE WALKS TO FILL DEPRESSIONS AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO SLOPE GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING PERIMETER 10/26/16 1 t Gay, of MRA! OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET nn.e BUILDING SECTIONS PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE BUILDING SECTION 1/2" = 1'-0" THRU MEN'S RESTROOM LOOKING SOUTH SHEET NUMBER A6 aa (D E 0 U EXISTING METAL ROOF PANELS ON EXISTING 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1X4 WOOD TRIM CONT., FINISH TO MATCH WALLS 1-1/2" THK. TECTUM PANELS1 I FI_ SPANNING BETWEEN PURLINS 3-1/2" ACOUSTICAL BATT INSULATION IN ALL INT. WALLS 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED BREAKROOM OFFICE WALL / CEI LING DETAIL 1 1/2" - 1'-0" EXISTING METAL ROOF PANELS ON EXISTING 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1X4 WOOD TRIM CONT., FINISH TO MATCH WALLS 1-1/2" THK. TECTUM PANELS SPANNING BETWEEN PURLINS 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STUDS ® 16" OC, FINISH AS SCHEDULED PLASTIC PANELING OVER 5/8" GWB MEN'S RESTROOM � KITCHENETTE WALL/C ElINGDE TAI L 1 1/2" - 1'-0" EXISTING METAL ROOF PANELS ON EXISTING r- 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1-1/2" THK. TECTUM PANELS SPANNING BETWEEN PURLINS 1X4 WOOD TRIM CONT., FINISH TO MATCH WALL 6" THERMAL BATT INSULATION 5/8" T-111 PLYWOOD SOFFIT ON 2X8 WOOD RAFTERS ® 12" OC, FINISH AS SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED WALL / CEI LI 1 1/2" - 1'-0" EXISTING METAL ROOF PANELS ON EXISTING 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1-1/2" THK. TECTUM PANELS SPANNING BETWEEN PURLINS 1X4 WOOD TRIM CONT., FINISH TO MATCH WALL 6" THERMAL BATT INSULATION 5/8" T-111 PLYWOOD SOFFIT ON 2X8 WOOD RAFTERS ® 12" OC, FINISH AS SCHEDULED 3-1/2" ACOUSTICAL BATT INSULATION IN ALL INT. WALLS PLASTIC PANELING OVER 5/8" GWB ON 2X4 WOOD STUDS ® 16" OC rA WALL / CEI LI 1 1/2" = 1'-0" NG DETAIL NG DETAIL 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STU[ 16" OC, FINISH AS SCHE[ 3-1/2- ACOUSTICAL BAT INSULATION IN ALL INT. N 2X4 WOOD SOLE PLATE IN SOLID BED OF MASTIC 1X4 WOOD BASE CONT., FINISH TO MATCH WALLS HOLD T-111 SIDING 1/4" HOLD 1X4 BASE 1/8" AFI �WALL BASE DETAI L MEN'S RESTROOM KITCHENETTE 5/8" T-111 PLYWOOD ON 2X4 STUDS ® 16" OC, FINISH AS All I SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS PLASTIC PANELING OVER 5/8" GWB, DO NOT EXTEND PLASTIC PANELING BEHIND WOOD BASE HOLD T-111 SIDING 1/4" AFF 2X4 WOOD SOLE PLATE SET IN SOLID BED OF MASTIC 1X4 WOOD BASE CONT., FINISH TO MATCH WALLS HOLD GWB 1 /4" AFF, HOLD 1 X4 BASE 1 /8" AFF, TYP. Kr� �WALL BASE DETAI L 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS EXISTING METAL WALL PANELS & WALL GIRTS, CUT &REMOVE AS REQ'D. FOR CONSTRUCTION OF NEW ENTRANCE AREAS 1X2 WOOD CORNER TRIM, PAINTED NEW 2" X 4" STEEL CHANNEL JAMB, ANCHOR FREE END OF CUT WALL GIRTS W/STEEL CLIPS AS REQ'D. INSTALL METAL J-TRIM TO MATCH EXISTING WALL PANELS BACKER ROD & SEALANT 1X2 WOOD TRIM, PAINTED 1-1/2" SQUARE STEEL TUBE GATE JAMB ANCHORED TO WALL 0 AS REQ'D., W/PADLOCK LOOP STEEL GATE, SEE ELEV 17A7 0 2" WIDE X 3" LONG STEEL PLATE HASP WELDED TO GATE FRAME r7- \ PLAND�E TA I L V 1 1/2" - 1'-0" 5/8" T-111 PLYWOOD ON EACF FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2" ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS 1-1/2" SQUARE STEEL TUBE GATE POST ANCHORED TO WAL AS REQ'D., W/PADLOCK LOOP NOTE: PROVIDE SIMILAR GATE POST ADJACENT TO DOORS 02 & 03 ANCHORED TO SLAB & SOFFIT W/STEEL CLIP ANGLES AS REQ'D. STEEL GATE (IN OPEN POSITION SEE ELEVATION 17A7 5/8" T-111 PLYWOOD ON 2X4 WOOD STUDS ® 16" OC, FINISH AS SCHEDULED 1X2 WOOD CORNER TRIM, PAINT 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS PLASTIC PANELING OVER 5/8" ON 2X4 WOOD STUDS ® 16" Oi_ roPLAN DETAIL 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON Ej FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDUL 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WAL DOUBLE 2X6 WOOD HEADER CALK EACH SIDE OF FRAME STEEL FRAME AS SCHEDULEI STEEL DOOR AS SCHEDULED 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2" ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS EXISTING METAL WALL PANELS & WALL GIRTS, CUT & REMOVE AS REQ'D. FOR CONSTRUCTION OF NEW ENTRANCE AREAS NEW 2" X 4" STEEL CHANNEL JAMB, ANCHOR FREE END OF CUT WALL GIRTS W/STEEL CLIPS AS REQ'D. INSTALL METAL J-TRIM N TO MATCH EXISTING WALL PANELS SEALANT EACH SIDE Q EXTRUDED ALUMINUM WINDOW FRAME W/ANODIZED MILL FINISH, $0 W/INTEGRAL HEAD & SILL TRIM & SNAP -IN JAMB FINS io GLASS AS SCHEDULED 1 X JAMB TRIM & 1X4 FACE TRIM, FINISH AS SCHEDULED DOOR 01.02.05-HEAD 1 1/2" - 1'-0" 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STU[ 16" OC, FINISH AS SCHEC 3-1/2- ACOUSTICAL BAT INSULATION IN ALL INT. V DOUBLE 2X4 WOOD STUD CALK EACH SIDE OF FRAI STEEL FRAME AS SCHEDU STEEL DOOR AS SCHEDUL 4ZN DOOR 01.02.05-JAMB 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON E) FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDUL PLASTIC PANELING OVER 5/ 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WAL DOUBLE 2X6 WOOD HEADER CALK EACH SIDE OF FRAME STEEL FRAME AS SCHEDULE[ STEEL DOOR AS SCHEDULED DOOR 03, 04- 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STU[ 16" OC, FINISH AS SCHEC PLASTIC PANELING OVER 3-1/2" ACOUSTICAL BAT INSULATION IN ALL INT. V DOUBLE 2X4 WOOD STUD CALK EACH SIDE OF FRAI STEEL FRAME AS SCHEDU STEEL DOOR AS SCHEDUL �WlNDOW A�-AM B 1 X SILL TRIM & 1X4 FACE TRIM, FINISH AS SCHEDULED GLASS AS SCHEDULED EXTRUDED ALUMINUM WINDOW FRAME W/ANODIZED MILL FINISH, W/INTEGRAL HEAD & SILL TRIM & SNAP -IN JAMB FINS SEALANT EACH SIDE NEW 2" X 4" STEEL CHANNEL JAMB & SILL, ANCHOR FREE END OF CUT WALL GIRTS W/ STEEL CLIPS AS REQ'D. INSTALL METAL DRIP EDGE TO MATCH EXISTING WALL PANELS EXISTING METAL WALL PANELS CUT & REMOVE AS REQ'D. FOR INSTALLATION OF NEW WINDOWS 3-1/2- ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 1„ WINDOW A -SILL 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS DOUBLE 2X6 WOOD HEADER W/SHIM CALK EACH SIDE OF FRAME N STEEL FRAME AS SCHEDULED U- A 00 17: GLASS AS SCHEDULED 5-3/4" HEAD WINDOW B-HEAD DOOR 06,07 SIM. 15 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED DOOR 03, 04-JAM B 1 1/2" = 1'-0" 3-1/2" ACOUSTICAL BATT INSULATION IN ALL INT. WALLS DOUBLE 2X4 WOOD STUD CALK EACH SIDE OF FRAME - N STEEL FRAME AS SCHEDULED GLASS AS SCHEDULED WINDOW DOOR 06,07 SIM. v % 1 1/2" = 1'-0" 1-1/2" SQUARE STEEL TUBE JAMB POSTS SECURED TO WALL W/COUNTERSUNK ANCHORS (4 MINIMUM) EACH SIDE OF GATE 3/4" SQUARE STEEL PICKETS SPACED 4" OC MAXIM 1-1/2" SQUARE STEEL TUBE GATE FRAME & INTERN CROSS MEMBERS W/JOINTS WELDED & GROUND SMO PADLOCK LOOP WELDED TO JAMB POST 2"W X 3"L STEEL PLATE HASP WELDED TO GATE FR HEAVY DUTY HINGES (4 MINIMUM) WELDED TO GATE & JAMB POSTS, TYPICAL NOTE: PROVIDE 3 ADDITIONAL JAMB POSTS (1 AT E, GATE) W/PADLOCK LOOP FOR SECURING GATE IN OF POSITION. AT DOOR 01, ANCHOR ADD'L. JAMB POST WALL SIMILAR TO EACH SIDE OF GATE; AT DOORS C 03, ANCHOR ADD'L. JAMB POSTS TO CONCRETE SLA SOFFIT CONSTRUCTION W/STEEL CLIP ANGLES AS RE NOTE: PRIME & PAINT GATE, PICKETS, JAMB POSTS ALL LOCKING HARDWARE A TYPICAL EDIATE s N I iV )TH 0 I N iV 0 I co 4ME CH EN EN TO 2 & 3 & Q'D. & SECURITY GATE ELEVATION 3/4" = 1'-0" N LL x 00 7., VIEWED FROM INSIDE ENTRANCE AREA W/GATE CLOSED #4 SMOOTH DOWELS X 18" 1 PROVIDE CONTROL LONG, LUBRICATED, AT 18" OC I JOINTS 5'-0" OC BUILDING MAXIMUM 1" X 4" REDWOOD EXP. JT. PROVIDE EXPANSION JOINTS 30'-0" OC 1" X 4" REDWOOD EXP. JT. 4" CONCRETE WALK MAXIMUM 4" CONCRETE WALK #3 AT 12" #3 AT 12" OC EACH WAY i.� OC EACH WAY 5-3 COMPACTED SUBGRADE COMPACTED SUBGRADE B-JAMB WINDOW B SILL SIM. (18 WALK E�XP�JT. WALK EXP. JT. 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Z ~ (L z w O y ru LU O O Z U CO o ac c=n U) O o z q Q z o�z O C14(S)F m � =3 q O U �N o o to J 1-2 L.1 cfJ J to \ \ u e II 1 li - cQ III J w Ia z I Q- I � - o �-II II II LI al `� (k z LLI N &�C1 >L LL1 q Z�J q liS m wLU J w =z� to U w UW0 .111gL, O O z `l' w IQ wgLu g I: mzn� I. _1 I 11 In m\� I I O U I 0 p 1 I� JL-II II II I I U JL-II II �I _1 U � II oI Z - Oy m\�r z _ w w -1 `" to tL L- N LLI ld Na�� q z0 o mZ d)O DRAUJINC� LEGEND DETAIL DESCRIPTION SUPPLY DIFFUSER WITH RIGID ROUND ❑ ELBOW CONNECTION AND INSULATED FLEXIBLE DUCT "OUT RETURN GRILLE WITH RIGID ROUND ❑ ELBOW CONNECTION AND INSULATED FLEXIBLE DUCT RUNOUt FAN (EXHAUST, TRANSFER, ETC.) REFER TO SCHEDULE (� tl-IERMOStAt (FOR FURNACE, RtU ETC.) SPACE TEMPERATURE SENSOR (DUCT O MOUNTED UNLESS NOTED OTHERWISE) SDd SMOKE DUCT DETECTOR O HUMIDITY SENSOR (DUCT MOUNTED UNLESS SHOWN / NOTED OTHERWISE) GO G02 SENSOR (DUCT MOUNTED UNLESS SHOWN / NOTED OTHERWISE) MOTORIZED DAMPER RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT !AS NOTED) ROUND INSULATED FLEXIBLE DUCT LOCKING MANUAL BALANCE DAMPER RECTANGULAR TAKE -OFF FROM x �GtANGULAR DUCT WITH LOCKING VOLUME DAMPER ROUND TAKE -OFF FROM RECTANGULAR DUCT WItH LOCKING VOLUME DAMPER TUNING VANES CpOUBLE WALLED) A�tDY�SER DIFFUSER DESIGNATION 600 s: SUPPLY AIR ra: RETURN AIR �_C� ex: EXHAUST AIR oa: OUTSIDE AIR � O l� co C� O Cat G�►fJ�x � � � I I z 00 00 W E �F,dwz � P: � � d' � W v � I � I � W � � � z�za a a� � V w E., QJ CeD CJ Ln cq 0,6 Lu C_� r- cl) AD 395s '0 (V PAR S SUPT. EEICE LOUJ B P� E ®F ❑ -xfr �,.*•, •.cn 1� HICxH - ��j�'o 7.04032•' ••� xfr are dw 230s SPIRAL DUCT WITH P LINER. DUCT FRE D[ 4_7 O 'I= UIPMENT ST RAGE MC TO FURNISH AND INS,r,4LL ❑ ° MOTORIZED DAMPER AI-1 MAINTAIN 10' CLEAR NCE TO EXHAUST --MC TO FUF:NISH AND INSTALL 14C) PREMIUM LOCKING QU.,4DR,4NT 230s D,4MPEF: ❑ ❑ OT ,4H -1 Ises— cn ~ Z Z KIT ENETTE 7S ACE TEMPERATURE SENSOR Q ❑ CO C-) (D 0 CL" 0 UJ 0 D E:] E:1 OJ W 04 _ D U) z o M 'S REST OOM E NO U ❑ � ❑?5 pl Q�Q ❑2H � EF-1B 150ex 80 TO UJALL Q 1 z (D 100r, ❑ PLUMB G �IASE < J II MOUNT AS HIGH AS POSSIBLE D (n U) ❑❑ 0 Q fE 1A ❑ ex ❑ W � 8 LL O Q -Q z 7\0 0 ❑ z WO ENS RES ROOM DRAD ING ISSUE LtEVISION ❑ - - R04 DOT®TD DD® Na ® OROGRESS ORINT Li0®B[BLiU MO T O1 PRECAST PAD The Professional seal affixed to this sheet Indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibilRy of the undersigned. Copyright 02016 Root Engineering. Drm ®0 T MECHANICAL PLANS NORTH DrmmoNa j I I X AC FLAN `� SCALE: 1/4" =1' -,a" Sm® DiOBD ❑❑ CDOm6❑ ❑❑ CODm® 00000 mONa 45 DECx. ENTRY 0,41=1 LOCATION DETAILS SCALE:nts OPENINCx CUT ACCURATELY (SHAPE AND SIZE) NOTCH BELLMOUTH VOLUME/ BALANCE DAMPER W/ LOCK FIT ALL CONNECTIONS TO AVOID VISIBLE OPENINCxS AND SECURE THEM SUITABLY FOR THE PRESSURE CLASS. ADDITIONAL MECHANICAL FASTENERS ARE REQUIRED FOR 3" W.C. AND OVER. PROFILE VARIES SPIN- IN LINED DUCT CONNECTION (NO EXPOSED LINER EDGES) DUCT INSTALLATION DETAIL SCALE:nts 3/4" COPPER CONDENSATE DRAIN. --�, HUB DRAIN SEE PLUMBING TRAP PRIMER SEE PLUMBING 1 1/2" VENT PIPE B.F. A/C UNIT WALL 3/4" PLYWOOD CUT HOLE SAME SIZE AS UNIT. 24" MIN. RETURN AIR GRILLE AS SCHEDULED. 2" WASTE 1 /2" THICK B.F. P—TRAP INTERNAL DUCT LINER ALL SIDES. 5 T�'i�f C,�L A/C UNIT DETAIL _ LE:NT5 FINISH FLOOR LOW PRESSURE FLEXIBLE RIGID 0 PIPE IF NEEDED DUCT, MAXIMUM 5"-0" L❑NG VD I jq INSULATE TOP OF DIFFUSER INSTALL DRAWBAND & SEAL ALL C❑NNECTI❑NS SSPIN-IN W/ MANUAL ROUND TO SQUARE ADAPTEX ❑LUME DAMPER LAY -IN OR SURFACE MOUNTED CEILING DIFFUSER Di1 FU5EIR INSTALLATION DETAIL SCALE:nts CEILING/STRUCTURE 30' / \ 30' AIR DEVICE �' `� \ TYPICAL SEE PLAN. fROUND DUCT D i1`1=U5Ei` Sr_Ai P.NTS SPIRAL ROUND DUCT. GRIPPLE HANGER. ATTACH TO STRUCTURE. OR OTHER SMACNA APPROVED METHOD 1 1 /2"X24" go GALVANIZED STRAP HANGERS AT 6' ON CENTER. ETAIL CAULK & SEAL SLEAVE AROUND PERIMETER WATER TIGHT. PROVIDE 18 GAUGE GALVANIZED SHEET METAL SLEEVE. LUALL t"ICLNTEE) LOUVER 5GALE=NTS MOUNTED ON GRADE 'H CONCRETE PAD Lr) n CO C0 .� 'n In i CO) ulc 000 E: ►c� o���w d' ►ca o: v cu �' to '-'�E�v��i OC•i � W iO3 z z A E P4 Z co x � w cl- dS w0zo CID 0Z w0to►na oCQCOMz •� m a� w r Nt �cooP coLLI ru u rlr � PQ �od4Oa LO E u v F, E Op jgpgM•HqR. *.� 0 ��4�32 U) ❑ UJ ❑ zQ Q (DLLJ U z� Q ❑ El Cfl OowN Jz `0 LID _DU) U 0� ❑z❑ F? �5 F� Q U) Q DRAG ING ISSUE JREVItp; RT. DnTrtrT N n.CROGRESS -IRINT 2 6 The Profenional seal affixed to this sheet indicates that the named profesdonal has prepared or directed the preparation of the matwld shown only on this sheet. Other d..0 and documents not exhibiting thb sed shall not be oorudde ad prepared by or the respons bilily of the undersigned. Copyright 02016 Root Engineering. )r— - TCm MECHANICAL SCHEDULES AND DETAILS N -. M2 I� EOUIPMENT &CI4EDUL=E ,4HU-1: 3.5 TON SINGLE 5T,4GE RESIDENTIAL SPLIT 5'T'5TEM WITH ELECTRIC STRIP HEAT. ,AIR HANDLER TO BE TRANE 1„I/N G,4M800042 CONVERT UNIT TO MOUNTING CONFIGURATION SHOWN ON PLAN. ,4IR HANDLER TO HAVE THE FOLLOWING AC;CT'5: F,4CTOR1' INSTALLED TXV, 15 KW STRIP HEAT, DISCONNECT KIT, 5ECONDAR1' DRAIN PAN CIF HORIZONTAL), HORIZONTAL GA&KET KIT CIF HORIZONTAL), HORIZONTAL WATER MANAGEMENT KIT CIF HORIZONTAL) AND HONE T WELL F100 4'' FILTER. 0.5 HP FAN. 55 MC,4/60 MOCP 240/1/60 (HEATER: 5A'I'EA5C158K1) CONDENSING UNIT TO BE TRANE M/N 4TT83042. CONDENSING UNIT TO BE 13 SEER AND HAVE THE FOLLOWING ACC1'6: COMPRESSOR START A6515T - C;AFACITOR 4 RELA T , CRANKCA5E HEATER, LIQUID LINE SOLENOID VALVE, CYCLE PROTECTOR, HARD SHUT OFF TXV, FILTER DRIER, SIGHT GLA55, AND SOUND HOOD. INCLUDE 3/S" LIQUID AND 3/4'' VAPOR LINE. PITCH V,4i=OR LINE TOUJARD5 COMPRESSOR. 26 MCA/45 MOCP 24011160 MC TO FURNISH ,AND INSTALL HONE T WELL THERMOSTAT VI5IONPRO 8000. CONFIGURE THERMOSTAT SUCH THAT FAN RUNS DURING OCCUPIED HOURS ,AND OUTSIDE ,41R DAMPER OPENS TO UNIT. CONFIGURE FOR LOUD AM81ENT COOLING. UH-1: 2KW QMARK ,ARCHITECTURAL SERIES FAN -FORCED WALL HEATER. MODEL NUMBER: CWH1202D6,4F. 240/1/60. 5.3 MIGA/ 15 MOCP 0,41-1.- DUAL DRAINABLE BLADE LOUVER. LOUVER TO BE CONSTRUCTED OF 6063-T5 ALUMINUM 0.051 WALL THICKNESS, 992 FPM INTAKE VELOCIT'1'. INCLUDE BIRD SCREEN, STANDARD D,4RK BRONZE FINISH, GREENHECK EDD-401 la''WX18"H. A 24V POWER OPEN SPRING CLOSE BEL IMO DAMPER &HALL BE INSTALLED ON EACH OA DUCT NEAR THE AHU. THE MC 5HALL COORDINATE WITH EC 24V 1=OWER. USE OCCUPIED OUTPUT OF T5T4T TO OPEN DAMi=ER DURING OCCUPIED TIMES. GENE fRA❑ �ICHAN I CAL= NOTE 5 1 THE MECHANICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITHIN 10 ELECTRICAL CONNECTIONS 120V OR HIGHER SHALL BE THE RESPONSIBILITY OF THE THE INTENT AND SPIRIT OF THAT INDICATED BY THIS DRAWING. WORK OR MATERIALS NOT SHOWN ELECTRICAL SUBCONTRACTOR, MECHANICAL SHALL COORDINATE THIS WORK. MECHANICAL BY THIS DRAWING, BUT NECESSARY TO COMPLETE THE SYSTEM SHALL BE INCLUDED AT NO SHALL FURNISH DUCT SMOKE DETECTORS AS REQUIRED TO ELECTRICAL FOR FIRE ALARM ADDITIONAL COST. THE MECHANICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL HVAC INSTALLATION. SYSTEM REQUIREMENTS INCLUDING GRILLES, DIFFUSERS, DUCTWORK, CONTROLS, CONTROL WIRING, DUCTWORK, EQUIPMENT, HVAC PIPING, CUTTING AND PATCHING, ETC. 11 THE MECH SUBCONTRACTOR SHALL START UP EACH UNIT, TEST FOR HEAT AND COOL OPERATION, INSURE ALL DUCTWORK IS FREE OF RATTLES, LEAKS, WHISTLES, ETC. AN 2 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MAKE ADJUSTMENTS TO AVOID INDEPENDENT CONTRACTOR SHALL BALANCE THE SYSTEM AS INDICATED BY DRAWINGS, RTU CONFLICT. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES. SCHEDULE , AND VENTILATION SCHEDULES. SUBMIT FOUR COPIES OF A CERTIFIED TEST AND BALANCE REPORT TO THE ARCHITECT FOR APPROVAL. UPON APPROVAL CONTRACTOR SHALL 3 PROVIDE VOLUME DAMPERS WHERE INDICATED. FILE REPORT WITH LOCAL AUTHORITY. 4 ALL RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED 12 WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE AND SUPPORTED TO SMACNA STANDARDS. ALL SUPPLY DUCT SHALL HAVE 2", 150 BLANKET REQUESTED BY THE CONTRACTOR SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON INSUL W/ VAPOR BARRIER (R-8). EXPOSED DUCTWORK THAT IS ROUND TO BE SPIRAL AND TO INCOMPLETE OR NON -OPERATIONAL SYSTEMS. HAVE I" LINER, INSIDE DIAMETER AS SHOWN. FUW15H AND INSTALL NEOPRENE FLEX CONNECTION BETWEEN DUCTWORK AND RTUS/ANUS. 13 ALL DUCTWORK (SUPPLY AND RETURN) IN UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM VALUE OF R-5 INSULATION. ALL DUCTS OUTSIDE OF THE BUILDING ENVELOPE SHALL 5 FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE V OR EQUAL FIBERGLASS INSULATED TYPE. FLEX BE INSULATED WITH R-6 MINIMUM. DUCT SHALL NOT EXCEED 6' IN LENGTH. RIGID ROUND DUCT WITH EXTERIOR INSULATION. USE RIGID ROUND DUCT WITH EXTERIOR INSULATION ABOVE WHERE SHOWN ON THE PLAN. USE RIGID 14 DUCTS SHALL BE SUPPORTED WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 ELBOW FITTINGS WHENEVER POSSIBLE TO AVOID UNNECESSARY CHANGE OF DIRECTION WITH FEET OR BY OTHER APPROVED DUCT SUPPORT SYSTEMS DESIGNED IN ACCORDANCE WITH FLEXDUCT. THE INTERNATIONAL MECHANICAL CODE. FLEXIBLE AND OTHER FACTORY MADE DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. (o SEAL ALL DUCTWORK SEAMS WITH FIBERGLASS TAPE IMBEDDED IN ARA50L SEALER OR ALUMINUM TAPE. DUCT TAPE IS NOT ACCEPTABLE. VAPOR SEAL ALL EXTERIOR INSULATION WITH 15 SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY ALUMINUM TAPE. DUCT TAPE IS NOT ACCEPTABLE. GREATER THAN 2000 CFM IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT i CONTRACTOR SHALL ADJUST CURB PLACEMENT AND TRANSITION DUCTWORK AS REQUIRED TO AND APPLIANCES. CLEAR STRUCTURAL AND OTHER OBSTACLES. THE CONFIGURATION OF THE STRUCTURE AND OTHER OBSTACLES IN THE EXISTING BUILDING IS NOT KNOWN IN DETAIL. THE CONTRACTOR WILL 16 UPON SELECTION OF MECHANICAL APPLIANCES SUBMIT MANUFACTURING INSTALLATION INVESTIGATE, VERIFY THE DESIGN SHOWN, AND ADJUST AS REQUIRED. INSTRUCTION TO BUILDING DEPARTMENT, INCLUDE ANY LISTING FOR OUTDOOR INSTALLATION, IF APPLICABLE. 6 ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR Ii EQUIPMENT SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND ACCORDANCE WITH THE CONDITIONS OF THE LISTING, THE MANUFACTURERS INSTALLATION APPLICABLE CODES. INSTRUCTIONS AND APPLICABLE CODES. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR INSPECTION. 9 ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. SCRATCH AND DENTED, SECONDHAND, SURPLUS, ETC ARE NOT ACCEPTABLE. 18 ALL COVERING, LININGS, ADHESIVES, WHEN USED SHALL HAVE A FLAME SPREAD RATING NOT MORE THAN 25 AND SMOKE DEVELOPED RATING NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH A5TM-E84. AIR DEVICE 5CH DU❑ MARK TYPE NECK SIZE FACE SIZE THROW PATTERN MOUNTING TITUS OR A5 INDICATED AD DRUM LOUVER 10xb" 20"x0" 2-WAY SURFACE DL5V 18 6 1 AG-15-HD 04 D IFFU5ER 5 511DEWALL RETURN 2411x12" 26 "x14" - 5URFACE 33RL 24 12 1 26 GRILLE C 51DEWALL RETURN 3011x16" 32 "x18" - 5URFACE 33RL 30 16 1 26 GRILLE D 511DEWALL S"x6" 101Ix8" 4-WAY SURFACE 300FL 0 6 1 26 SUPPLY GRILLE E DIRECTIONAL 6110 12IIx12" 4-WAY LAY -IN TM5 6 12x12 32(o CEILING D IFFU5ER NOTES: 1. MECHANICAL CONTRACTOR TO PROVIDE SQUARE TO ROUND TRAN5ITION5 A5 REQUIRED. PROVIDE LAY -IN FRAME WHERE REQUIRED. 2. ALL DEVICES SHALL 5E METAL-AIRE, TITUS, T 4 5, OR APPROVED EQUAL (UNLE55 NOTED OTHERWI5E) COMPLETE WITH V.D. 3. ALL FRAMING REQUIRED FOR DIFFUSER INSTALLATION SHALL 5E 5Y THE GENERAL CONTRACTOR 4. 5EE MECHANICAL PLAN FOR DIFFU5ER LOCATIONS CONTROL NOTES CONTRACTOR &HALL PROVIDE NEW COMMERCIAL T6T4T C1DAY PROGRAM MIN.) FOR EACH UNIT. T5T4T 5HALL ENABLE CONTINUOUS FAN OPERATION DURING ,ALL OCCUPIED HOURS. DURING UNOCCUPIED HOURS FAN 5HALL CYCLE WITH CALL FOR HEAT/COOL. EXHAU5T FAN 5CH D UL= MARK EF-IA,B -- -- -- -- -- BRAND 31REENHECK- - - - - - - - - - MODEL NO. 51=-A200 -- -- -- -- -- CFM 150 -- -- -- -- -- SP.5 -- -- -- -- -- WATTS (HP) 50.8 - - - - - - - - - - MAX BONES 3.19 -- -- -- -- -- VOLTAGE 1PH 120 - - - - - - - - - - NOTES 1-1 -- -- -- -- -- NOTES: 1. INCLUDE BACKDRAFT DAMPER 2. INCLUDE DISCONNECT ACCESSORY 3. FIELD VERIFY IO' CLEARANCE TO ANY CAI, IF EXHAUST 4. PROVIDE ALUMINUM GRILLE 5. PROVIDE 120V FAN SPEED CONTROLLER PREWIRED IF DIRECT SPEED FAN. PROVIDE BELT TEN51ONER ROTARY IF BELT DRIVE. 6. MOUNT WITH VIBRATION ISOLATORS 1. DISCHARGE THROUGH WALL WITH WL-IOX3 FOR 5PA-2g0 AND UNDER AND WL-18Xrio FOR 5PA-3g0 AND GREATER, IF EXHAUST r6 V) n CO c = V .���� CA 03._ 4° CCJ CD I I z _ O L rn O = GCWv) �' ao zxZx ao w �wE- wz Cq z r� w�Q o Zz0:) r6 u wrncD►na > u LLI L —N 0 I nZ I v r� � co m w �aowrnPQ ru ru ir C12 W ''z�z W a a ru 0 a 0 a � w E a E 0� rs o �t�0�.•� 403�° .�v We tttF E o DRA ING ISSUE 72EVISION R FiFi DnTrtnnnn Donn NFL n I ❑ROGRESS ❑RINT oo®62 6 The Professional seal affixed to this sheet indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and docurtnnb not exhibiting this seal shall not be considered prepared by or the responsibility of the urxiersigned. Copyright 02016 Root Engineering. MECHANICAL SCHEDULES AND DETAILS ®0 N M 3 ..e SYMBOL pESGF:IP'TION U WALL MOUNTED ELECTRICAL SERVICE METER / TRANSOCKET. REFER TO RISER MOTOR EXHAUST FAN. REFER TO SCHEDULE MECHANICAL DRAWINGS. ❑� DISCONNECT SWITCH 0 JUNCTION BOX ® TIME CLOCK ® EL ECTRI�CARL�Ll1MBl� pRCAEIUW�As$ R ETC.). REFER TO SCHEDULES, Q TRANSFORMER AS INDICATED ® EMERGENCY FIXTURE WITH ADDITIONAL UNSWITCHED POWER TO BATTERY PACK ® UNSWITCHED (NIGHT LIGHT) FIXTU�t TYPICAL. m EXIT LIGHT, REFER TO SCHEDULE � WALL MOUNTED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE ooa CEILING MOUNTED/OVERHEAD SUSPENDED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE � SURFACE MOUNTEDEXTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE A=LIGHT FIXTURE TYPE, B=CIRCUITING PANEL, "=CIRCUIT NUMBER US: UNSWITCHED POWER PANEL AND CIRCUIT ® MOTOR STARTER, AS NOTED COMBINATION MOTOR STARTER/ pISGONNEGT SWITCH, AS NOTED CIRCUIT SYMBOL. THIS EXAMPLE SHOWS I GROUND, I NEUTRAL, I HOT IN CONDUIT. CIRCUIT SYMBOL. THIS EXAMPLE SHOWS I GROUND, I NEUTRAL, 2 HOT IN CONDUIT. ❑l!!� CIRCUIT SYMBOL. THIS EXAMPLE SHOWS I GROUND, I NEUTRAL, 3 HOT IN CONDUIT. CHANGE IN CONDUIT ELEVATION QS SPEAKER ® HEADPHONE JACK FOR HEARING IMPAIRED �� HOMERUN SYMBOL. THIS EXAMPLE SHOWS TWO POLES PANELBOARD (SEE SCHEDULE) = PLYWOOD TELEPHONE BACKBOARD, 4'X4'X3/4" THICK WITH TWO GOATS OF INSULATING: VARNISH n DUPLEX RECEPTACLE WITH A =PANEL AND " =CIRCUIT, REFER TO DETAILS FOR MOUNTINGS HEIGHT UNLESS OTHERWISE NOTED: INTERRUPTING, WP IN USE=WEATHERPROOF IN USE, IG•ISOLTED GROUND, E•EXISTING, GFI.GROUND FAULT INTERUPT. }a UNLESSDEOTNE�ll19ENOTDED PLEX) RECEPTACLE REFER TO DETAILS FOR MOUNTING HEIGHT HALF AUTOMATICALLY CONTROLLED DUPLEX / OUApRUPLEX RECEPTACLE REFER TO NOTE FOR SCHEDULE AND WIRING 1L 'I®1` DUPLEX / QUADRUPLEx RECEPTACLE WITH USB POWER SPECIAL PURPOSE OUTLET WITH GROUND � TELEPHONE/DATA OUTLET IN WALL. REFER TO DETAIL FOR MOUNTING HEIGHT UNLESS OTHERWISE NOTED. G=CONSOLE STATION PHONE MI MICROPHONE J-BOX. FLOOR MOUNTED W/ BLANK BRASS COVER, 3/4" C TO ACCESSIBLE AREA WIRING BY OTHERS. �. SINGLE POLE (UNLESS OTHERWISE NOTED) SWITCH 120/2llV, 48"AFF UNLESS OTHERWISE NOTED -WP=WEATHERPROOF, -E=EXISTING, -2=DOUBLE POLE, -3=THREE-WAY, -4=FOUR-WAY, -SC=SEED CONTROL, d=DIMMER k=KEYED. REFER TO SWITCH SCHEDULE AC ABOVE COUNTER +48" AFF. ACI ABOVE CEILING �u MOTOR RATED SWITCH F PILOT SWITCH F� MOTION OR OCCUPANCY SWITCH -REFER TO SCHEDULE ® FIRE ALARM CONTROL PANEL 0 FIRE ALARM ANNUNCIATOR PANEL 0 REMOTE ALARM ANNUNCIATOR PANEL ❑F FIRE ALARM PULL STATION, 48" AFF, ADA COMPLIANT W/ WIREGUARD © MAGNETIC HOLD -OPEN nv FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, WALL MOUNTED AT 80" AFF ADA COMPLIANT W/ WIREGUARD. TRIANGLE SHOWS DIRECTION OF VISUAL COMPONENT. Ii1P • WEATHERPROOF AV FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, CEILING MOUNTED SUSPENDED OVERHEAD ® DOOR HOLD OPEN DEVICES FIB ALARM SPEAKER ANNUNCIATOR STROBE © FIRE ALARM VISUAL ANNUNCIATOR, S0" AFF, ADA COMPLIANT HD HEAT DETECTOR O FLOW SWITCH O TAMPER SWITCH SD SMOKE DETECTOR SD d SMOKE DETECTOR, DUCT MOUNTED, FURNISHED BY MECH SUB, CONNECTED BY ELECT. FDC FIRE DEPARTMENT CONNECTION FOR FIRE PROTECTION LINE L � � f37� E= O ►f) o����, ►f) p� � � � `° I I z 00 00 w �Ilily z��z..,dr� � oLS W��oz �c��c�z �co�o,W � wc��p►na � I co I� o � CrJ i% W � OG� O� � � w �'z�za � w 0�'. � V W E., QJ Ln CID CO CM 0 LUPAR S T. FFICELZ (4) ❑ TYP OF 4 ° P E OF 04 s 01 REAKRO E UIPMENT ST RAGE LIGHT CONTROL 5CHEDULE ❑ O ❑ M A AE A-5 A-5 TYP OF 4 A-5 US I)m U) KIT ENETTE -- AC CLOSET ❑ Uj ❑ ° Q� ZQ z� Q ❑ Cfl BE 1 S ST 00 M B5 (�(D U cY) A 5 EM MS — o A-5 US TYP OF 3 L U O ❑ FI� ~ 0 W D z EF U ❑ � ❑ Q�Q ❑�❑ CONTROLLED VIA TIMEG ° ❑❑ TYP OF EXTERIOR DOWN UNLESS NOTED OTHE - ❑ P ° Q MS Z C� maw t IT ° ❑ Z� J EF fn A-5 LL n�B�E O Q A-5 E MS -5 (, � W A-5 U� ENS RES ROOM P OF 3 Y❑ t ❑ o� Q Q z �❑ ❑ z U Q DRAD ING ISSUE LREVISION R0a D007'HM0 DDIII Na ® OROGRESS ORINT 001 61B01T The professional seal affixed to this sheet indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibility of the undersigned. Copyright © 2016 Root Engineering. DrEEHEIT® ELECTRICAL LIGHTING PLANS �L=I,((��;�4TING; FL CFI `4 DrCO®0Na —LE- E Sm® DOOBO 00 COOmBO 00 C00m® ❑000❑ mONa ITEM DESCRIPTION REFERENCE MODEL $MS SINCxLE RELAY, PASSIVE DUAL TECH SENSINCx WALL SUIITCH. SENSORSUJITCH U1SD PDT LT WITH LOUD TEMPERATURE / HIGH HUMIDITY RESISTANCE. AUTO ON SUIITCHINCx. 3-WAY SINCxLE RELAY, PASSIVE DUAL TECH SENSINCx WALL SENSORSUJITCH UJSD PDT LV ��MS SUJITGH. AUTO ON SUJITGHINCx. LOUD VOLTAGE. ORDER WITH WITH PP20 1 POUJER PACK PER STRINCx OF L ICxHTS. $ WALL SUJITGH. MS LOW VOLTAGE CEILING MOUNT EXTEND RANGE 360 DEG FIR SENSORSUJITCH CM-10-LV SENSOR. EG TO MOUNT 9' AFF. ORDER WITH 1 POUJER PACK WITH PP20-LT PER STRINCx OF LICxHTS. LOUD TEMPERATURE / HIGH HUMIDITY 2MB LOUD VOLTAGE CEILING MOUNT EXTEND RANGE 360 DEG FIR SENSORSUJITGH GM-10 SENSOR. EC TO MOUNT 9' AFF. ORDER WITH 2 POUJER PACKS WITH TWO OF PP20 PER STRINCx OF L ICxHTS. 2ND PACK FOR RECEPTACLES. LIGHTING SCHEDULE Tag Mount Voltage Lamps Description Make Model 4 Ci rr�d❑r ❑r❑❑a-❑❑❑d. Fes❑ ®❑❑m ❑ u1111 i i ii II]❑❑ A Sa-�❑ 21111 2G62❑ T❑ C35 m❑ ❑❑®® ❑�®❑❑� ®�❑❑QID-❑❑❑®m❑m u5❑❑ L®❑❑® CB 2 32 MVOLT GEB❑dS THD 4C�a�rCda- ❑r❑❑a-❑❑❑d. 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REFER TO RISER MOTOR EXHAUST FAN. REFER TO SCHEDULE / MECHANICAL DRAWINGS. ❑, DISCONNECT SWITCH ❑J JUNCTION BOX ® TIME CLOCK ® ELEGTRIFOR GAL�Ll1MBl DRCAEIUWNAGS R ETC.). REFER TO SCHEDULES, Q TRANSFORMER AS INDICATED ® EMERGENCY FIXTURE WITH ADDITIONAL UNSWITCHED POWER TO BATTERY PACK ® UNSWITCHED (NIGHT LIGHT) FIXTUREt TYPICAL. m EXIT LIGHT, REFER TO SCHEDULE ILP WALL MOUNTED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE Boa CEILING MOUNTED/OVERHEAD SUSPENDED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE SURFACE MOUNTEDEXTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE A -LIGHT FIXTURE TYPE, 6-CIRCUITING PANEL, "-CIRCUIT NUMBER US: UNSWITCHED POWER PANEL AND CIRCUIT ® MOTOR STARTER, AS NOTED COMBINATION MOTOR STARTER/ DISCONNECT SWITCH, AS NOTED CIRCUIT SYMBOL. THIS EXAMPLE SHOWS 1 GROUND, 1 NEUTRAL, 1 HOT IN CONDUIT. CIRCUIT SYMBOL. THIS EXAMPLE SHOWS 1 GROUND, 1 NEUTRAL, 2 HOT IN CONDUIT. CIRCUIT SYMBOL. THIS EXAMPLE SHOWS 1 GROUND, 1 NEUTRAL, 3 HOT IN CONDUIT. CHANGE IN CONDUIT ELEVATION QS SPEAKER ® HEADPHONE JACK FOR HEARING IMPAIRED HOME" SYMBOL. THIS EXAMPLE SHOUTS TWO POLES PANEL50ARD (SEE SCHEDULE) = PLYWOOD TELEPHONE BACKBOARD, 4'X4'X3/4" THICK WITH TWO COATS OF INSULATING VARNISH n a DUPLEX RECEPTACLE WITH A - PANEL AND " = CIRCUIT, REFER TO DETAILS FOR MOUNTING HEIGHT UNLESS OTHERWISE NOTED: INTERRUPTING, WP IN USE=WEATHERPROOF IN USE, IG=ISOLTED GROUND, E=EXISTING, GFI=GROUND FAULT INTERUPT. UPLEOTHERWISE(Q ATER PLEX) RECEPTACLE REFER TO DETAILS FOR MOUNTING HEIGHT IDAJL�EDUPLEX if HALF AUTOMATICALLY CONTROLLED DUPLEX/ QUADRUPLEX RECEPTACLE REFER TO NOTE FOR SCHEDULE AND WIRING Y !® DUPLEX / QUADRUPLEX RECEPTACLE WITH USB POWER SPECIAL PURPOSE OUTLET WITH GROUND TELEPHONE/DATA OUTLET IN WALL. REFER TO DETAIL FOR MOUNTING HEIGHT UNLESS OTHERWISE NOTED. C-CONSOLE STATION PHONE MIC MICROPHONE J-BOX. FLOOR MOUNTED W/ BLANK BRASS COVER, 3/4" C TO ACCESSIBLE AREA WIRING BY OTHERS. SINGLE POLE (UNLESS OTHERWISE NOTED) SWITCH 120/211V, 48"AFF UNLESS OTHERWISE NOTED -WP-WEATHERPROOF, -E-EXISTING, -2=DOU5LE POLE, -3=THREE-WAY, -42FOUR-WAY, -5C-SPEED CONTROL, d-DIMMER, k-KEYED. REFER TO SWITCH SCHEDULE AC ABOVE COUNTER *48" AFF. ACI ABOVE CEILING MOTOR RATED SWITCH F10P PILOT SWITCH `#R MOTION OR OCCUPANCY SWITCH - REFER TO SCHEDULE RAAP FIRE ALARM CONTROL PANEL 0 FIRE ALARM ANNUNCIATOR PANEL 0 REMOTE ALARM ANNUNCIATOR PANEL ❑F FIRE ALARM PULL STATION, 48" AFF, ADA COMPLIANT W/ WIREGUARD © MAGNETIC HOLD -OPEN nv FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, WALL MOUNTED AT 80" AFF ADA COMPLIANT W/ WIREGUARD. TRIANGLE SHOWS DIRECTION OF VISUAL COMPONENT. II10 - WEATHERPROOF AV FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, CEILING MOUNTED / SUSPENDED OVERHEAD ® DOOR HOLD OPEN DEVICES FIRE ALARM SPEAKER ANNUNCIATOR STROBE © FIRE ALARM VISUAL ANNUNCIATOR, W" AFF, ADA COMPLIANT HD HEAT DETECTOR FS FLOW SWITCH TS TAMPER SWITCH SD SMOKE DETECTOR SD d SMOKE DETECTOR DUCT MOUNTED, FURNISHED BY MECH SUB, CONNECTED BY ELECT. —<FDC FIRE DEPARTMENT CONNECTION FOR FIRE PROTECTION LINE -QA-6 A-S (�)= FURNISH AND INSTAL EW 24 V 2 POLE 15A BREAKS TH 010 ( U) UJIRES IN EXISTING P FOR EA NEW ELECT l-(EATER VERIFY IN FIELD AND COORDINATE POWER RE UIREMENT5 gITH MECHANICAL EQUIPMT A-14 GFI WP IN U5 € AHU A-I8� `J � A-911...0 IPANCY CONTROLLED RECEPTACLE TO BE CONTROLLED BY '.R PACK OF OCCUPANCY SENSOR R TO LIGHTING PLANS ;PTACLE TO BE LEVITON 5362-51W (2 EACH FOR QUAD RECEF IPANCY CONTROLLED HALF OF RECEPTACLE TO BE CONTRO. .IGHTING POWER PACK TANT POWER TO GO TO REMAINING HALF OF RECEPTACLE � BREAK TANG BETWEEN RECEPTACLE HALVES DATA CONDUIT TO BE INDIVIDUAL 3/411 (MINIMUM) CONDUIT FROM DATA JACK TO ABOVE CEILING. COMBINING OF CONDUITS 15 PROHIBITED UNLESS NOTED OTHERW15E. INCLUDE ONLY ONE DATA JACK / TERMINATION UNLESS NOTED OTHEIRW15E. TYP OF ALL DATA FURNISH AND INSTALL NEW 240V 2 POLE 60A BREAKER WITH 113 (CU) WIRES IN EXISTING PANEL FOR NEW AHU "DAISY CHAINING" OF GF RECEPS IS PROHIBITED. EACH RECEP TO BE GFI. TYP OF ALL GFI RECEP. ,q_1S J CONDUIT TO EX15TING PANEL PO E F FLU5H REFER TO ELECTRICAL RISER FOR SIZE AND VA V 5 FEEDERS COORD I ATE F0UJfL,I N SG,4LE:1/4" =1'-m" TO 2-2" CONDUITS R5 1-PHONE 3Y PC) 1-DATA COORDINATE LOCATION AND CONTINUATION WITH UTILITY z FURNISH ANP INSTALL N NEW 240V 2 POLE 45A m BREAKER WITH 11(o (CU) WIRES IN EX15TING PANEL FOR NEW CONDENSING UNIT I-ACLE) LED BY 4� co O CO 0 C) lo 4k to co 0 to cc)� r �' Lo a �. Q) C3 4� Ln to I 1 z MIN c�CWv� 00 z<4�<� 00 w N z Cn 0— w0�coz W J ra u w rn > --�14 to LO .a LO r- 'Ie L 4� 0c\2COo,z I co 1 0 w �000woW LLLIrn J C'2 W Z �0�OC4 w O 1^rr � V w E., QJ U LU U Q M.RARF? t04()32 ••e t�`F • E 0 • ••� 00 nw less— z CD U 0�O D U) ❑ u) Cf) < Q z CD z 0 QJ LLry m 0 nY Uo V ) z Q D 0 0 ■ 0 LLJ 0 Q z z Q I w z z El CM LO DRAG ING ISSUE LREVISION R'7Q DOm®®0 DD® N'. EROGRESS ORINT I D=52m6 The professional seal affixed to this sheet indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. )ro= Tum IELECTRICAL POWER PLANS E 2 S® DDOB❑ 1 1111 1 C u uZB ELECTRICAL PANEL SCHEDULE MARK A VOLTS: 240 120 _ MAIN CIRCUIT BREAKER: NONE A ENCLOSURE: LOCATION: BREAK/KITCHEN PHASE: 1 MAIN LUGS ONLY: 100 A SURFACE: X WIRE: 3 INTERRUPTING CAPACITY RECESSED: AC (x1000) (SERIES RATED) 24 A SYM. NEMA 1 CIRC. CIRCUIT USE TRIP # OF WIRE LOAD TYPE VA LOADIPHASE TYPE LOAD WIRE #OF TRIP CIRCUIT USE CIRC. NO. AMPS POLES SIZE VA A I B C VA SIZE POLES AMPS NO. 1 EXIT LIGHT 20 1 12 15 1 615 4 600 12 1 20 RECEPS-OFFICE 2 3 SPARE 20 1 600 4 600 12 1 20 RECEPS-OFFICE 4 5 LIGHTS 20 1 12 1110 1 1510 4 400 12 1 20 RECEPS-BREAK 6 7 SPARE 20 1 400 4 400 12 1 20 RECEPS-BREAK 8 9 WATER 20 2 10 1500 4 1900 4 400 12 1 20 RECEP-KITCHEN 10 11 HEATER 10 1500 4 2250 4 750 12 1 20 ECEP-KITCHEN REFIR 12 13 SPARE 20 1 600 4 600 12 1 20 RECEP-AHU, EXT 14 15 SPARE 20 1 400 4 400 12 1 20 RECEP-PHONE 16 17 SPARE 20 1 200 4 200 12 1 20 WC/UR VALVES 18 19 SPARE 20 1 200 4 200 1 12 1 20 LAVATORIES 20 21 SPARE 20 1 0 1 20 SPARE 22 23 SPARE 20 1 0 1 20 SPARE 24 25 SPARE 20 1 0 1 20 SPARE 26 27 SPARE 20 1 0 1 20 SPARE 28 29 SPARE 20 1 0 1 20 SPARE 30 31 SPARE 20 1 0 1 20 SPARE 32 33 SPARE 20 1 0 1 20 SPARE 34 35 SPARE 20 1 0 1 20 SPARE 36 37 SPARE 20 1 0 1 20 SPARE 38 39 SPARE 20 1 0 1 20 SPARE 40 41 SPARE 20 1 0 1 20 SPARE 42 LOAD PER PHASE: 4825 3850 0 PANELBOARD LOAD ANALYSIS GENERAL LOAD CONNECTED DEMAND DESIGN DESCRIPTION TYPE KVA FACTOR KVA NOTES: LIGHTING 1 1.1 x 1 = 1.1 1. NEW PANEL; COPPER BUSSE BARS AIR CON D. 2 0.0 x 1 = 0.0 2. FURNISH AND INSTALL NEW BREAKERS HEATING 3 0.0 x 1 = 0.0 AS INDICATED RECEPTACLES 4 7.6 x NEC 220." = 7.6 3. BOLT IN BREAKERS ONLY MOTORS 5 0.0 x NOTE 4 = 0.0 4. PER NEC 430.24-6, 440.6 ELEVATORS 6 0.0 x NOTE 5 = 0.0 5. PER NEC TABLE 430-22A; 430- KITCHEN EQ. 7 0.0 x NEC 220.56 = 0.0 26; 620-13,14,15. OTHER 8 0.0 x 1 = 0.0 SUBTOTAL= 8.7 SUBTOTAL= 8.7 RESERVE (0%)= 0.0 LEGEND: TOTAL KVA-- 8.7 GFI BREAKER TOTAL AMPS= 36.1 ** NON -COINCIDENT LOAD NEW 1 1/2" 3-03, 08 GR (CU) NEW PANEL AS SCHEDULED FURNISH AND INSTALL PHOTO EYE FOR BUILDING LIGHTING INTERMATIC M/N K4141C (120V, 25A BALLAST) EXTERIOR LIGHTS FURNISH AND INSTALL NEW 1 DAY, 2 POLE TIME CLOCK INTERMATIC M/N ET8215CR (120/211V) TYP GENERAL ELECTRICAL NOTES DESIGN BASED ON 2011 NEC 1 THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITHIN THE INTENT AND SPIRIT OF THAT INDICATED BY THESE DRAWINGS. 11. THE ELECTRICAL SUBCONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE WHICH DETAILS PROPOSED WORK OR MATERIALS NOT SHOWN BY THE DRAWINGS, BUT NECESSARY TO EQUIPMENT (FIVE COPIES). AT MINIMUM THE SUBMITTAL PACKAGE WILL CONTAIN DETAILED DATA ON COMPLETE THE SYSTEM SHALL BE INCLUDED AT NO ADDITIONAL COST. LIGHTING FIXTURES, PANELBOARDS, AND ACCESSORIES. EQUAL EQUIPMENT TO THAT SPECIFIED WILL THE ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL BE CONSIDERED IF PERFORMANCE, APPEARANCE, SERVICEABILITY AND QUALITY ARE JUDGED BY THE SYSTEM REQUIREMENTS INCLUDING FIRE ALARM DEVICES, SWITCHES, RACEWAY, DEVICES, ENGINEER AND/OR ARCHITECT TO BE EQUAL. CONDUCTOR, SPECIALTIES, CUTTING AND PATCHING, ETC. 12 ALL WORK SHALL COMPLY WITH COGNIZANT CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MAKE ADJUSTMENTS TO AVOID CONFLICT. ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND APPLICABLE CODES. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES. 13. ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. 3. TELEPHONE/DATA OUTLETS, UNLESS NOTED, SHALL BE CIRCUITED BY OTHERS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CONDUIT TO AN ACCESSIBLE SPACE. 14. ALL ELECTRICAL CONNECTIONS 120V OR HIGHER SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. MECHANICAL SHALL FURNISH DUCT SMOKE DETECTORS AS REQUIRED TO 4. THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY PLACEMENT OF ALL RECEPTACLES, WIRING DEVICES, ELECTRICAL FOR FIRE ALARM INSTALLATION. MECHANICAL SHALL PROVIDE HVAC CONTROL WIRING. SWITCHES, AND DISCONNECTS WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS AND ELECTRICAL SHALL COORDINATE EQUIPMENT CONNECTION WITH MECHANICAL AND PLUMBING. TRADES BEFORE ROUGHING IN. 15. WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE 5. WIRING MEANS AND METHODS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. REQUESTED BY THE CONTRACTOR. SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON INCOMPLETE THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY CEILING TYPE WITH FIXTURE SELECTION BEFORE OR NON -OPERATIONAL SYSTEMS. ORDERING. 16 UPON COMPLETION OF WORK, SUBMIT FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS, AS 6. BUILT DRAWINGS, GUARANTIES AND WARRANTIES. PANEL BOARDS SHALL BE SQUARE D NQOD OR EQUAL FROM CUTLER HAMMER, OR GE. AT MINIMUM, THE CONTRACTOR WILL WARRANTY ALL WORK, EQUIPMENT AND MATERIALS FOR ONE BREAKERS SHALL BE BOLT -IN TYPE QOB OR EQUAL. 10kaic MINIMUM. YEAR PAST BENEFICIAL OCCUPANCY. 7. CONDUCTOR SHALL BE THW, THWN, OR THHN. CONDUIT SHALL BE GALV. EMT, IMC OR RIGID. 17. ALL RECEPS, LOCATED IN AREAS SUBJECT TO MOISTURE, OR ON THE EXTERIOR OF THE BUILDING SHALL BE G.F.I. TYPE, IN WEATHERPROOF, TYPE-FS, BOX WITH 8. POWER RECEPS, WALL SWITCHES, COVER PLATES, ETC. SHALL BE COMMERCIAL GRADE WEATHERPROOF COVER. 20 RATED MATCHING THE STYLE AND APPEARANCE OF THE EXISTING DEVICES. 18. NO RECEP. OR DEVICE SHALL BE LOCATED WITHIN 4'-0" OF SINKS. OUTLETS NEAR SINKS, OR IN LOCATIONS SUBJECT TO MOISTURE SHALL BE G.F.I. TYPE. 9. EQUIPMENT SIZES ARE AS DESIGNED. CIRCUIT BREAKERS, CONDUIT, JUNCTION BOXES, DISC. SWITCHES, CONDUCTOR SIZES, DEVICE LOCATIONS, ETC., SHALL BE ADJUSTED 19. ALL ELECTRICAL WIRING IN OR ON THE BUILDING SHALL BE IN IMC, RMC, OR EMT, IN ACCORDANCE TO THE EQUIPMENT SUBMITTED AND APPROVED FOR INSTALLATION ON THIS PROJECT WITH LOCAL CODE AMENDMENT. ALL EXTERIOR WIRING SHALL BE BURIED IN CONDUIT APPROVED FOR THE ENVIRONMENT IN ACCORDANCE WITH LOCAL CODE AMENDMENT. 10. THE ELECT SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN THE ELECTRICAL AND MECHANICAL TRADES TO PROVIDE CLEARANCES ABOVE CEILING BETWEEN RECESSED LIGHT FIXTURES AND THERMAL INSULATION OR COMBUSTIBLE MATERIALS IN ACCORD WITH N.E.C. PARAGRAPH 410-65 & 66. "A" "ETR" 120/240 120/240 IPH 3W 1PH 3W 100A MLO 200A MCB 42 SP 20 SP BUILDING FOUNDATION FAULT GALCULATION5 PANEL- ,ASSUME 25 KVA PADMOUNT TRAN6FORMER WITH IMPEDANCE Z = 1.5°ro TRAN6FORMER FAULT CURRENT = 12200 A PANEL FAULT CURRENT = 12200 A ELECTRICAL 5ERVf CE CALCULATE ON5 EXISTING SERVICE PEAK LOAD: ESTIMATED 4 KVA (PER GCEC) NEW MECHANICAL LOAD: 11.2 KVA NEW PANEL LOAD: 0.1 KVA TOTAL PLANNED CONNECTED LOAD: 29.9 KVA AT 240V 10: 124.&A EXISTING GROUNDING TO REMAIN EC TO FURNISH AND INSTALL NEW BREAKERS IN EXISTING PANEL WITH NEW CONDUITS AND WIRES FOR NEW HVAC EQUIPMENT. REFER TO ELECTRICAL PLANS FOR LOCATIONS, SIZES AND QUANTITIES. 0 EXISTING PRIMARY, METER, SECONDARY CONDUIT, AND PANEL TO REMAIN. COORDINATE REPLACEMENTS OF SECONDARY FEEDERS WITH UTILITY IF NECESSARY. EXISTING PRIMARY ELECT1C,4L. f5 SCALE.NTS CEILING WALL ANGLE METAL STUD GYP. BOARD OUTLET BOX 18" A.F.F. UNLESS OTHER- WISE SHOWN. CONDUIT & WIRING TO PANELBOARD (SEE PANELS) CEILING CONDUIT SIZE AS REQUIRED MOUNT OUTLETS VERTICAL AT 18" A.F.F. WITH WALL S/S COVER PLATE AS SPECIFIED. 2 1/4" DEEP BOX STRUT RUNNER FLOOR LINE T�'F. FOUJ E CE FT,4CL E f N5T,4L L,4T f Oil SC 4LE:NTS NOTE: INSTALLATION SHALL BE MODIFIED AS REQUIRED FOR CMU WALLS OR OTHER WALL OR CEILING TYPES ENCOUNTERED. CE WALL A METAL T SIZE 3/4" MIN REQUIRED GYP. BOARD - MOUNT OUTLETS VERTICAL AT OUTLET BOX �_ 18" A.F.F. WITH WALL S/S COVER PLATE AS - - SPECIFIED. 2 1/4" DEEP BOX 18" A.F.F. UNLESS OTHER- STRUT RUNNER WISE SHOWN. H� FLOOR LINE NOTE: INSTALLATION SHALL BE MODIFIED AS REQUIRED FOR CMU WALLS OR OTHER WALL OR CEILING TYPES ENCOUNTERED. T�f=. TEL., TV 4N[) D,4T,4 OUTLET f N5T,4LL,4T f Oil 5CALE:NT5 ro to cn co o CO o o� = CJ .���� co) �" cc E o►ca��a Cc) 0 cw G3 cu +.. co I I z 0 CO co � PA zA 19 E , Pk z ~ J � W dS W0zo � 0co COZ �w U oPq u ui �L'Mz I co 1 2 cn w r- � co co PA ro �r N w z"tza Lo o a a V au E- �a�PT•E 0F�cc>s�0 o • * 1/ / AAA••• • *.o %••••�• M.HARR�S' "Oe 0 ale zQ Q 3) CDU z� Q �tM ❑ El Q0 W � El El�O Owc� L❑ 2 C) El U) ❑ Z u)Q DRA ING ISSUE -REVISION R D ❑ ill=- D N . ROGRESS ]RINT 62 61 The Professional seal affbced to this shoot Indicates that the named professional has prepared or directed the preparation of the material shown any on this sheet. other drowinqs and documents not sAlbiNrq this seal aha0 not be considered prepared by or the responsibighr of the u nderatq Copyright 02M6 Root Engineering, )r T_u ELECTRICAL SCHEDULES Dr N . E3 si D__B C B i�L_1�1��fN� SYMBOL DESCRIPTION SANItARY SEWER PIPING ------- VENT PIPING — GOLD WATER PIPING — HOT WATER PIPING HOT WATER RETURN PIPING --- � cp o o� 41� � o�`�'�w CM A. _� _mow E �w�,wz � x iZ ���o� � wrnc�►c�a v � I � I � z�za � V w F, UJ co C'D co I 0,6 co z CO .�p�EQ�� l ❑ o U) ❑ UJ ❑ Z < z� P-4 Q ❑ CO REF o c, Cep U U) t M ❑ ° w ❑o �O 0W04 ~ Jz� � zo / I ❑ ❑ � _ e \ / I P-2 I P-1N zZO � 1 Q 3/4 �� P-2 I P-IL P-1N U ❑ IT LL1 WH ❑ O� Q —Q z ❑U❑Q ❑ DRA ING ISSUE -REVISION R DLSro®0 D0� N m oROGRESS oRINT oo®BCBooB cyiFL_U�F15ING I�E�-UJ,4TE SCALE:NTS C O O D I N A T COOIRD IN4TE The Professional seal affixed to this .beet CONTINUATION CONTINUATION or directed that the named professional has prepared or directed the preparation of the material shown �U I U I L_ I WITH UT I L I T'' any on this sheet other drawings and documents not exhibiting this seal shall not be oonsiderod prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. i Drnn rTn T mm PLUMBING WATER PLANS 0 L=l� IN,4N — W�flR Dr00®oNa SCALE: 14" = I' S=® DooBo _ Coo=Bo C o007® mEINQ NATURAL SYMBOL DESCRIPTION SANITARY SEWER PIPING ------- VENT PIPING — GOLD WATER PIPING HOT WATER PIPING NOT WATER RETURN PIPING -- NATURAL GAS PIPING CHANGE IN PIPE ELEVATION RFD FLOOR DRAIN ®FS FLOOR SINK NCO CLEANOUT �WGO WALL CLEANOUT � FCO FLOOR CLEANOUT � YCO YARD CLEANOUT NB � NOSE BIBB BALL VALVE �P-I PLUMBING FIXTURE DESIGNATION SEE PLUMB FIXt. GONN. SGHED. 0 P-I PLUMBING FIXTURE DESIGNATION SEE PLUMB FIXT. GONN. SGHED. P-I, P-2, ETC. PLUMBING FIXTURE DESIGNATION BF BELOW FLOOR UG UNDER GRADE AFF ABOVE FINISHED FLOOR AC ABOVE CEILING AIR CHAMBERS � cp 41� � o�`�'�w _� _mow �w�,wz x iZ ���o� � wrnc�►c�a v � I � I � z�za � V w F, UJ PQ 0,6 co z co ❑ PT E Op y'0 �• HA RRis O 032 •e l � ❑ o U) L UJ III 4" VTR Q Z Q z(D 2� El 10 _Fo7j C) U) �g wco NI `\\ ❑ W0�0❑ �❑ \ — _ O w c� I z I< P-4 I U ❑ Z ❑ P-oIx Wc;o co < El 3 T 1 ❑ U) I tit \ U1c0 IN \ / { I 1{ `�\ ' D�' S� 1 Ep - P-2 P 1N {I P-2 1 < \� ��� I P-IH co FDI G O \Z(D I< WCO ---- — P- All VTR F ZO ❑ ND o ND �� c a o c0 1'Go �(� yc;o 5� -1H P-2 P-1L _ O Q Fp P PIN ❑ wco U w ~❑ O � Q COORDINATE — Q Z CONTINUATION 0 ❑ Z WITH UTILITY U Q ❑ � DRA ING ISSUE -REVISION R _ DCSr�®0 D0� ' N CiFL l., t"15 I N R I,5E R = JJA&TE /VENT YCO yc;om ❑ROGRESS ❑RINT �0®680�6 SGALE:NTS C O O RD I N A T E The Professional seal affixed to this sheet CONTINUATION indicates that the named professional has prepared or directed the proparotion of the material shown WITH UTILITY documents ly on Cott' xhibiU _ ���wu not be oonsidered prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. Drnn rmn T mm PLUMBING WASTE / VENT FL IJ�5 INI �1LAll - UJA��1 /VENT PLANS I SCALE: I/�" = I' Droouo NQ P 2 S z7® DooBD _ CLjOmB❑ C OOCD® mDNQ PLUM5ING FIXTURE 5C�4DUL P-1H ADA ADULT WC: WALL MOUNT, ELONGATED 5OWL, HANDICAP ACCESSIBLE: PRESSURE ASSISTED FLUSH TANK WATER CLOSET. AMERICAN STANDARD 20c33.100 ''GLENWALL''. 5EMI6 SOLID PLASTIC ANTIBACTERIAL OPEN FRONT SEAT. JR SMITH "LINEBACKER" CHAIR CARRIER. TOP OF SEAT 16.5'' AFF. REFER TO TA& SHEET P-IL ADULT WC: SAME AS P1H EXCEPT TOP OF SEAT IS 14.5'' AFF. REFER TO TA& SHEET P-2 W,45H STATION ADA LAVATOR T : 5RADLE T' TERREON QUADRA-FOUNT WASHFOUNTAIN LAVATOR'1' 6Y`,5TEM. MODEL NUMBER 1"IF2944-5TD-IR-L5D-XXXX-TMA (COORDINATE COLOR WITH ARCHITECT BEFORE ORDERING). INCLUDE 120V POWERED INFRARED SENSORS, SOAP DISPENSERS, AND 1/4'' ANGLE SUPPLIES/STOPS. EQ. INSTALL A& PER ADA REQUIREMENTS UJ/ TRU5RO SUPPLY` AND TRAP INSULATION. INCLUDE A55E 101(o UNDER SINK THERMOSTATIC MIXING VALVE, WATTS REGULATOR MMV OR EQUAL SET AT 110F. P-3 ADA ADULT URINAL: AMERICAN STANDARD MODEL 6515.001 WA5H5ROOK WALL MOUNTED BACK SPUD. 1.5 GPF, VITREOUS CHINA, 3/411 BACK SPUD URINAL. FURNISH AND INSTALL WITH &LOAN 1134 1.0 E&& TMO CONCEALED AUTOMATIC SENSOR TRANSFORMER POWERED FLUSH VALVE. AND JR SMITH CHAIR CARRIER. RIM OF BASIN 15 1/41, AFF. P-4 SINGLE 5OWL SINK: ELKA T' &/& SINGLE 5OWL SINK, M/N LRAD3122. THREE HOLE, (oil DEEP 31''x22'' OVERALL DIMENSION, WITH BASKET STRAINER, CP P-TRAP. 1/2'' CP Ilea SUPPLIES. AMERICAN STANDARD PULLOUT SWING ARM FAUCET, M/N -10-13100.002. 1/4 TURN SUPPLIES/STOPS TRU51RO HC INSULATION. INCLUDE UNDER SINK 14515E TEMPER VLV, WATTS U5G-5 OR EQ, SET AT 11OF 55P BEVERAGE 5ACKFLOW PRE VENTOR: WATT SD - 2 REF REFRIGERATOR WATER &UPPL T' WALL BOX: RECESSED WALL WATER SUPPLY` BOX FOR REFRIGERATOR ICE MAKER. 51OUX CHIEF OR EQ WH ELECTRIC WATER HEATER: AO SMITH DEL-30 FURNISH WITH TWO 300OW ELEMENTS NON&IMULTANEOU& ELEMENT OPERATION (240/1/(o0) INCLUDE SEC. DRAINPAN, STAND, (o GAL XPAN TANK (WATTS PLT-12), T4P VALVE, AND VACUUM BREAKER. ROUTE T&P TO FLOOR/HUB DRAIN OR MOP/SERVICE SINK WITH AIR GAP. SET AT 140F FD FLOOR DRAIN: JR SMITH M/N 2010A. SQUARE NI-51R TOP. 4'' TRAP. INCLUDE TRAP GUARD. FCO FLOOR CLEANOUT: JR SMITH M/N 4021, NICKEL BRONZE TOP. WCO WALL CLEANOUT: JR SMITH MODEL 4402, CHROME COVER. `r'CO WARD CLEANOUT: FOR PAVEMENT JR SMITH M/N 4261C OR 42535, CI TOP. SET IN CONCRETE FROM SITE WORK. IF NO 5ITEWOR<, SET IN 18x1(5x(o PAD GENE fRAL fL Ut'❑5 I NG NOTE 5 I THE PLUMBING SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITH THE 13 SUPPORT ALL PIPE PER CODE WITH CLEV15 HANGERS, UN15TRUT OR SIMILAR PLUMBERS TAPE INTENT AND SPRIT OF THAT INDICATED BY THESE DRAWINGS. WORK OR MATERIALS NOT SHOWN WILL NOT BE ACCEPTED. CLEVISES FOR WATER PIPE SHALL BE COPPER BY THE DRAWINGS, BUT NECESSARY TO COMPLETE THE SYSTEM, SHALL BE INCLUDED AT NO ADDITIONAL COST. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL 14 INSULATE ALL WATER PIPE WITH FIBERGLASS PREFORMED PIPE INSULATION AND ALL PLUMBING SYSTEM REQUIREMENTS INCLUDING FIXTURES, WASTE, VENT, GAS AND WATER PIPE, PURPOSE JACKET. 1"THICK 4 PCF FOR 1/2" - 1-3/4" PIPE SIZE, 1-1/2" THICK FOR 1-1/211 AND ACCESSORIES, CUTTING AND PATCHING, ETC. LARGER PIPE. KNAUF OR EQUAL. 2 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND MAKE ADJUSTMENTS TO AVOID 15 ALL WATER VALVES SHALL BE 2-PIECE BALL VALVES, BRONZE BODY, SS BALL. GAS VALVES CONFLICT. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES. SHALL BE STEEL COCKS, RATED FOR GAS SERVICE. STOCKHAM OR EQUAL. INSTALL A UNION WITH EACH VALVE. 3 THE PLUMBING SUBCONTRACTOR SHALL VERIFY PLACEMENT OF ALL FIXTURES, EXISTING PIPE, MECHANICAL EQUIPMENT, AND RELATED WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL 16 ABOVE FLOOR PLUMBING MATERIALS: DRAWINGS AND TRADES BEFORE ROUGHING IN. WATER PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW. WASTE/VENT PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW. 4 MINOR VARIATION IN PIPING TO AVOID CONFLICT WILL BE ACCEPTED. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTA51LITY ISSUES. 11 BELOW GROUND PLUMBING MATERIALS: WATER PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW. 5 IF DEMOLITION OF EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN IS REQUIRED, WASTE/VENT PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW WITH BELL AND COORDINATE RESTORATION OF DISTURBED FINISH WORK (EjG. FLOOR SLAB, FLOOR FINISHES, SPIGOT PLACED IN A CLEAN SAND BED. ETC.) WITH GC. MINIMUM UNDERGROUND BUILDING DRAIN SIZE IS TO BE 4" 6 LOCATIONS OF EXISTING PIPE INDICATED ON THIS DRAWING ARE BASED ON RECORDS WHICH 18 MINIMUM BUILDING SEWER SIZE IS TO BE 6" MAY BE INACCURATE. THE PLUMBING SUBCONTRACTOR SHALL FIELD VERIFY ADJUST IF REQUIRED, AT NO ADDITIONAL COST. 19 COLORED PRIMER AND COLORED GLUE SHALL BE USED ON ALL PVC PIPING OR A STACK TEST SHALL BE PERFORMED 1 FIELD VERIFY EXISTING WASTE PIPE INVERTS AND ADEQUACY OF NEW WASTE PIPE FALL. NOTIFY ENGINEER IN WRITING IF CONFLICTS EXIST. 20 NO PVC WASTE OR VENT PIPING MAY BE INSTALLED IN A PLENUM CEILING. 8 ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. 21 NO WATER PIPES TO BE INSTALLED IN ATTIC OR OTHER UNCONDITIONED SPACES. 9 THE PLUMBING SUBCONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE WHICH DETAILS A L L O A E3L LUATER MAT R I A L 5 PROPOSED EQUIPMENT (FIVE COPIES). At MINIMUM THE SUBMITTAL PACKAGE WILL CONTAIN W USE PVC SCH 40 COPPER K COPPER L PEX POLY DETAILED DATA ON PLUMBING FIXTURES, VALVES, DEVICES AND ACCESSORIES. EQUAL SERVICE LINE YES NO NO YES YES EQUIPMENT TO THAT SPECIFIED WILL BE CONSIDERED IF PERFORMANCE, APPEARANCE, CW ABOVE FLOOR NO NO NO YES NO SERVICEABILITY AND QUALITY ARE JUDGED BY THE ENGINEER AND/OR ARCHITECT TO BE EQUAL OR BETTER CW BELOW GROUND NO NO NO YES NO HW ABOVE FLOOR NO NO NO YES NO 10 ALL WORK SHALL COMPLY WITH COGNIZANT CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND HW BELOW GROUND NO NO NO YES NO � � � � � � � � � � � � /� � � � � � � I APPLICABLE CODES. USE CAST IRON PVC DWV PVC SOLID CORE COPPER DWV II WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE WASTE ABOVE FLOOR NO YES YES NO WASTE BLW GROUND NO NO YES NO REQUESTED BY THE CONTRACTOR SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON INCOMPLETE OR NON -OPERATIONAL SYSTEMS. VENT ABOVE FLOOR NO YES YES NO VENT BELOW GROUND NO NO YES NO 12 UPON COMPLETION OF WORK, SUBMIT FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS, AS BUILT DRAWINGS, GUARANTIES AND WARRANTIES. At MINIMUM, THE CONTRACTOR WILL WARRANTY ALL WORK, EQUIPMENT AND MATERIALS FOR ONE YEAR PAST BENEFICIAL OCCUPANCY OR SUBSTANTIAL COMPLETION. NOTES: 1. NO SUBSTITUTIONS. NO MATERIALS NOT LISTED. 2. PEX PIPE TO BE JOINED IN A PROCESS/FITTING IAW CODE AND MFG. 3. ALL FIXTURES TO HAVE COPPER STU50UTS - SIOUX CHIEF OR EQUIVALENT. FLUM5ING FIXTURE CONNECTION 5CDEDUCE MAR< DESCRIPTION CW HW VENT WASTE P-1H,1L WATER CLOSET 1/211 -- 211 411 P-2 LAVATORY 1/211 1/211 1-1/211 211 P-3 URINAL 3/411 - - 211 211 P-4 SINK 1/211 1/211 1-1/211 211 VACUUM RELIEF VALVE XPAN ANSI Z21.22 1986 TANK T&P RELIEF HW — — VALVE CW — U ELEC. W/H INSTALLED ON WALL D SEE PLUMBING PLAN WATTS WM-26 WALL RACK GALVANIZED STL. PAN UNDER 3/4" DRAINS TO SERVICE SINK ELECTRIC WATER HEATER D OR HUB DRAIN MOUNT ON WALL USING WATTS WM-26 RACK OR EQUIVALENT. r1 UJ. .CONNECT �DETAf L- SCALE:NTS 4- f1 CID V) co O CD O o L ■�co 0 I � 41 � z o `O ��I CO �Wy z zA E I'T-z x 0 oZS (Mzo <4co>(Mw M o CO ►O v Luw I c`�'-, cam, z co 1 0- M a, w � i°�wMw co z za a a � V w E, a� P� E 0 i %' • ARAM •H`' 111 •104•0 3,2 •. S • � l � /j to U) uj zQ � CD U O Lu D U) U ❑ (f) QU)Q El U Q z Q ❑ Fn t D ❑ O W J z ❑ z ❑� 0 LLI 0 Q z z Q a DRA ING ISSUE -REVISION R : DESrI]®0 D0[[E N m I oROGRESS oRINT oo®B2ooB The Professional seal affixed to this sheet indicates that the named professional has prepared or directed the proparotion of the material shown only on this sheet Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. PLUMBING SCHEDULES AND DETAILS P3 S=® DooBD I -_ I C I I B Item No. 5.e. City Council Agenda Staff Report Meeting Date: 5/9/2017 AGENDA ITEM: Resolution approving a development plat of the Davis Addition. (Maurice Schwanke) SUMMARY: Jared Davis has submitted an application for approval of a development plat of the Davis Addition. The development plat for your review is located within Anna's extraterritorial jurisdiction and generally known as 8805 County Road 504. The tract is located in the John Michael Borough Survey, Abstract No. 562 and contains approximately 3.992 acres of land. The owner is proposing to build a house on the property. The submittal meets the City of Anna development plat requirements. The Planning and Zoning Commission recommended approval of the development plat at their regularly scheduled meeting on May 1 st unanimously. STAFF RECOMMENDATION: Staff recommends approval of the Resolution approving this development plat. ATTACHMENTS: Description Davis Addition Resolution Exhibit 1, Davis Development Plat Location Map Upload Date Type 5/4/2017 Resolution 4/27/2017 Exhibit 4/27/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING DEVELOPMENT PLAT O THE DAVIS ADDITION 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, Jared Davis has submitted an application for approval of a development plat of the Davis Addition; 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 Development Plat. The City Council hereby approves the development plat of the Davis Addition attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 9t" day of May, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist 1e� EcxE wn u M wsrrpx Dxi� srilF16 N5 x� �� S) nR arxol6 � iwxn ixcx 6co. MR& DAM OF JUNE COUNTY ROAD 504 .d >or Aix 6 d"f c'� f`,ar aa+;s FHA Na 96-00f665> ORCCT STATE OFTEXAS COUNiV OF COLLIN WHEREAS ]oral and a Davis are the owners tract land situated In the John Michelborough Survey, Abstract No. E62, Conlin Warrant, Texas,, and being all of that canal 4.00 acre tad - land as described in General Warranty Deed to Jared and Records of Davis emrded under RCerkvsOCT, and No.being 20150918001ary des in the Deed Records of Collin County, Texas (DIRECT), and being more paM1icularly described as follows: BEGINNING at a 1/2-inch iron rod found in County Road 504, in the north line of a called ].01 acre tact of land identified as Second Tract in Warranty Deed to Joe Brant CanNell recordad under Clerks Fie No. 96-001685] DRCCf, said point also being the southeast comer of a calf 30.00 acre tract of land as described In deed W Philip R. Martsoh'msky recorded in Volume 1512, Page 188 DIRECT; THENCE North 00 Degrees 15 Minutes 21 Seconds East, departing said County Road 304, along the east line of said Martschinsky 30, 00 acre tract, 712.60 feet to a 1/2-inch rod found at the westerly southwest corner of a called 16 00 acre tract of land as described in Assignment of Contract of Sale and Purchase to Philip R. and Janet M. Mar[schinsky recorded in Volume 2]93, Page 364 DRCCT; THENCE South 88 Degrees 42 Minutes 36 Seconds Fast, departing me east line of said Martshinsky 3Spin acre tad, along southwest line of said Martschmsky 16.00 acre tract, 243.96 feet to a 1/2-inch iron red found; THENCE South 00 Degrees 15 Minutes 26 Seconds West, continuing along southwest line of said Mar 4 and no th tin acre trod, 7 ell tract, feet to a 1/2-inch iron rod found In aid cornty Road soa and north me of said Wzntreil tmd; THENCE North 88 Degrees 43 Minutes 06 Seconds West, along said County Road 504 and north line of aid Cairtrell tract, 244.1E feet to the POINT of BEGINNING and containing 3.992 acre of land. STATE OF TIXAS COUNTY OF COLLIN t, Brad 8parr, a Registered Professional Land Surveyor for Sparr Surveys, tlo hereby certify that I prepared this plat on anon the ground survey r my property and meon in merits shown thereon were properly City o antler Ta personal supervision in accoeda oe th subdivision regulations of the City of Anna, Texas. Registered Professanal 49 Land Surveyor No. 3701 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, on this day personally appeared Bad Spa[[, known to me fi be the person whose name Is subscribed to the foregoing instrument, who acknowledged to me that the same was exemted for the purposes arid mnsidera0on kherein expressed. GNE UNDE MY HAND AND SEAL OF OFFICE, this the day of r zov. Notary PublicN and fo The Gaeta of Texas Dt4-DLo-'Z.f711 My Commission Expires i��io- 2 arce, txa RttrtRiY 61Mr 9 esxlaga 1%]N]4a 0 I Item No. 5.f. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Resolution approving a final plat of NorthPointe Crossing Ph. 3. (Maurice Schwanke) SUMMARY: LGI Homes — Texas LLC. has submitted an application for approval of a final plat of the Northpointe Crossing Phase 3 Subdivision. The Northpointe Crossing Ph. 3 final plat contains 31.572 acres located in the Samuel Moore Survey, Abstract No. 627. Within this project 171 residential lots are proposed. The plat layout is in conformance with the existing zoning and the approved preliminary plat. The City has received a sealed letter from the project engineer stating that the development will not adversely impact downstream properties due to the development's impact on off -site drainage. The Planning and Zoning Commission approved this final plat at their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this final plat. ATTACHMENTS: Description Resolution approving the Final Plat of NorthPointe Crossing Ph. 3 Exhibit 1, NP Crossing PH 3 Final Plat Drainage Letter - No adverse Impact Location Map Upload Date Type 5/3/2017 Resolution 5/4/2017 Exhibit 4/28/2017 Backup Material 4/28/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF NORTHPOINTE CROSSING PHASE 3. 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, LGI Homes — Texas LLC. has submitted an application for approval of a final plat of the Northpointe Crossing Phase 3 Subdivision; 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 North Pointe Crossing Phase 3 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 9t", day of May, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist 0 GARYANDERSON VOL. 5247 PG. 3240 D.R.C.C.T 17.304 AC. I INT OF COMMENCING POINT OF BEGINNING 518" IR W/"WHITEHAWK" CAP SET MIL TON LENTZ VOL.798 PG. 269 D.R.C.C.T 34.813 AC. I I I I N 68° 59' 28" E I 50.00' J N 21 ° 00' 32" W 22.25' APPROVED this day of by the City Council of the City of Anna, Texas. Mayor ATTEST: City Secretary PUBLIC ACCESS EASEMENT BY SEPARATE INSTRUMENT 9 10' U.E. PROPOSED BY NORTHPOINTE CROSSING PH-_2 FINAL PLAT NOTES: 1 2 3 REMAINDER OF LGI HOMES -TEXAS, LLC INSTRUMENT NO. 20150528000620060 D.R.C.C.T 4 113.730 AC. ARIABLE WIDTH DRAINAGE AND ACCESS EASEMENT BYSEPARATE DOCUMENT _iVo5C1_ 0 500 S 6 S° REMAINDER OF LGI HOMES -TEXAS, LLC INSTRUMENT NO. 20150528000620060 D.R.C.C.T OWNER'S CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, LGI Homes -Texas, LLC., acting herein by and through its duly authorized agent, does hereby adopt this plat, designating the property as NORTHPOINTE CROSSING, PHASE 3 WEST, an addition to the City of Anna, Texas and does hereby dedicate, in fee simple, and to the public use forever, the streets and easements shown thereon. The streets are dedicated for street purposes. The easements and public use areas, as shown, are dedicated, for the public use forever, for the purposes indicated on this plat. No building, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements, without City of Anna approval. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger interfere with the construction, maintenance, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the day of 12017. STATE OF TEXAS§ COUNTY OF COLLIN§ BEFORE ME, the undersigned, a Notary Public in and for The State of Texas on this day personally appeared , known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledge to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 12017 Notary Public, State of Texas Basis of Bearing - Based on the East line (South 02 degrees 47 minutes 34 seconds West) of the certain 113.730 acre tract of land to LGI Homes -Texas, LLC, by deed recorded in Instrument 2015028000620060, Deed Records, Collin County, Texas, situated in the SAMUEL MOORE SURVEY, ABSTRACT NO. 627, Collin County, Texas, and the ROBERT WHITAKER SURVEY, ABSTRACT NO. 1011, Collin County, Texas. As determined by the FLOOD INSURANCE RATE MAPS for Collin County, the subject property Does Not appear to lie within a Special Flood Hazard Area (100 Year Flood), June 2, 2009 Community Panel No. 48085CO070J subject lot is located in Zone X. If this site is not within an identified flood hazard area, this Flood Statement does not imply that the property and/or structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This Flood Statement shall not create liability on the part of the Surveyor. The plot of survey hereon is a true, correct and accurate representation of the property as determined by an on the ground survey, subject to any and all easements, reservations and restrictions that may be of record, the lines and dimensions of said property being indicated by the plat. There are no visible encroachments, conflicts, or protrusions except as shown. All corners set are monumented with a 5/8" iron rod with yellow plastic cap stamped "WHITEHAWK 10191200", unless otherwise noted. 5/8" IR W/"WHITEHAWK" CAP SET 5/8" IR 5N E K" �CA �� vos R �S 68° 59' 28" W �° \ N 16 74 O�Cn 0O � 31 \ 5/8" IR W/"WHITEH WK" CAP SET LEGEND O 5/8" IRON ROD SET W/ YELLOW CAP STAMPED "WHITEHAWK 10191200" -UNLESS OTHERWISE NOTED 1/2" IRF 1/2" IRON ROD FOUND 1/2" CIRF 1/2" CAPPED IRON ROD FOUND BL BUILDING LINE OR SETBACK CM CONTROLLING MONUMENT UE UTILITY EASEMENT DE DRAINGE EASEMENT R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE VAM VISIBILITY ACCESS MAINTENANCE EASEMENT WME WALL MAINTENANCE EASEMENT D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS -�1- CR 1106 U CR 371 PR JECT CR 376 LOCATION CR 2882 CR 455 PROPERTY DESCRIPTION LOCATION MAP Being a 7.608 acre tract of land situated in the SAMUEL MOORE SURVEY, (N.T.S.) ABSTRACT NO. 627 and the ROBERT WHITAKER SURVEY, ABSTRACT NO. 1011, City of Anna, Collin County, Texas, and being a portion of that certain 113.730 acre tract of land described in Special Warranty Deed to LGI Homes -Texas, LLC, as recorded in Instrument Number 20150528000620060, of the Deed Records of Collin County, Texas, (D.R.C.C.T.) said 7.608 acre tract of land being more particularly described by metes and bounds as follows: Commencing at a 1/2 inch iron rod found for the southwest corner of a 17.304 acre tract described in a Deed of Trust to Gary E. Anderson, as recorded in Volume 5247 Page 3240 (D.R.C.C.T.), same being the most westerly corner of said 113.730 acre tract, same being a point on the easterly right-of-way line of Dallas Area Rapid Transit (100.00 feet wide at this point); Thence along said easterly right of way line South 21 degrees 00 minutes 32 seconds East, a distance of 497.90 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for the POINT OF BEGINNING; Thence departing said easterly right of way line North 68 degrees 59 minutes 28 seconds East, a distance of 140.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence North 21 degrees 00 minutes 32 seconds West, a distance of 22.25 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence North 68 degrees 59 minutes 28 seconds East, a distance of 50.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence South 21 degrees 00 minutes 25 seconds East, a distance of 59.08 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence North 68 degrees 59 minutes 28 seconds East, a distance of 70.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence South 21 degrees 00 minutes 32 seconds East, a distance of 50.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence North 68 degrees 59 minutes 28 seconds East, a distance of 736.52 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence South 21 degrees 00 minutes 32 seconds East, a distance of 115.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner, same being a point on the north right of way line of Jenkins St ( 60 foot Right of way) ; Thence along said north right of way line South 68 degrees 59 minutes 28 seconds West, a distance of 8.71 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner, same being a point on the west right of way line of Grandview Ave. ( 60 foot right of way) Thence departing said north right of way line, along said west right of way line,South 21 degrees 00 minutes 32 seconds East, a distance of 175.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence departing said west right of way line South 68 degrees 59 minutes 28 seconds West, a distance of 847.81 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence South 21 degrees 00 minutes 32 seconds East, a distance of 30.68 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence South 68 degrees 59 minutes 28 seconds West, a distance of 190.00 feet to a 5/8 iron rod with yellow cap stamped 5/8" IR W/"WHITEHAWK" CAP SET set for corner; Thence along aforementioned easterly right of way line North 21 degrees 00 minutes 32 seconds West, a distance of 407.50 feet to the POINT OF BEGINNING and containing 7.608 acres of land area within these metes and bounds BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET N 3 7,000 O 1 6,016 O 8 6,000 O 15 6,600 P 3 6,000 P 10 6,000 N 4 7,000 O 2 6,000 O 9 6,000 O 16 7,800 P 4 6,000 P 11 6,000 N 5 7,000 O 3 6,050 O 10 6,000 O 17 6,000 P 5 6,000 P 12 6,000 N 6 6,649 O 4 6,000 O 11 6,000 P 6 6,000 P 13 6,000 N 7 10,151 O 5 6,000 O 12 6,000 P 7 6,000 P 14 6,000 N 8 8,400 O 6 6,000 O 13 6,000 P 1 8,400 P 8 6,000 P 15 6,000 N 9 8,400 O 7 6,000 O 14 6,938 P 2 6,000 P 9 6,000 P 16 9,338 SURVEYOR'S CERTIFICATE That I, G. Dennis Qualls, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments show thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Anna, Texas. Dated this line day of 2017 G. Dennis Qualls, R.P.L.S. NO. 4276 STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas on this day personally appeared G.Dennis Qualls, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledge to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 12017 OWNER/DEVELOPER ENGINEERS LGI Homes -Texas, LLC Pape- Dawson Engineers, Inc. Notary Public, State of Texas 1450 Lake Robbins Dr. Suite 430 5700 W Plano Parkway, Suite 2500 The Woodlands, Texas, Plano, Texas, Tel: 281-362-8998 Tel: 214-420-8494 0 60' 120' 180' 240' SCALE.- 1` 60' PROPERTY DESCRIPTION Being a 31.572 acre tract of land situated in the SAMUEL MOORE SURVEY, ABSTRACT NO. 627, City of Anna, Collin County, Texas, and being a portion of that certain 113.730 acre tract of land described in Special Warranty Deed to LGI Homes -Texas, LLC, as recorded in Instrument Number 20150528000620060, of the Deed Records of Collin County (D.R.C.C.T.), Texas, said 31.572 acre tract of land being more particularly described by metes and bounds as follows: Beginning at a 1/2 inch iron rod found for the Southeast corner of Block "C", Common Property of Northpointe Crossing Phase 1 North, an addition to the City of Anna, Collin County, Texas, according to the plat thereof as recorded in Volume 2006, Page 819, (D.R.C.C.T.), Texas, same being a point on the east line of said 113.730 acre tract; Thence, along the said east line, South 02 degrees 47 minutes 34 seconds West, a distance of 1750.59 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner, same being the northeast corner of Block "T", Lot 42 of Northpointe Crossing Phase 1 South, an addition to the City of Anna, Collin County, Texas, according to the plat thereof as recorded in Volume 2006, Page 820, (D.R.C.C.T.); Thence, departing said east line, North 87 degrees 15 minutes 40 seconds West along the north line of said Northpointe Crossing Phase 1 South, a distance of 538.42 feet, to a 5/8 inch iron rod with cap stamped "Foresight " found for an angle point; Thence continuing along said north line, South 79 degrees 49 minutes 18 seconds West, a distance of 114.94 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner, same being the northwest corner of Lot 31 Block "T" of said Northpointe Crossing Phase 1 South; Thence, departing said north line, North 21 degrees 00 minutes 32 seconds West, a distance of 985.00 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 68 degrees 59 minutes 28 seconds East, a distance of 234.61 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 21 degrees 00 minutes 32 seconds West, a distance of 60.00 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence South 68 degrees 59 minutes 28 seconds West, a distance of 10.00 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 21 degrees 00 minutes 32 seconds West, a distance of 80.16 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for point of curvature; Thence along a curve to the right, having a radius of 470.00 feet, a central angle of 16 degrees 40 minutes 32 seconds, a chord bearing and distance of North 12 degrees 40 minutes 16 seconds West a distance of 136.31 feet, and an arc length of 136.79 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 37 degrees 59 minutes 18 seconds East, a distance of 95.25 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 57 degrees 18 minutes 51 seconds East, a distance of 78.11 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence South 32 degrees 41 minutes 09 seconds East, a distance of 39.01 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 45 degrees 05 minutes 08 seconds East, a distance of 99.76 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 61 degrees 54 minutes 26 seconds East, a distance of 46.62 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence North 80 degrees 20 minutes 46 seconds East, a distance of 72.02 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence South 71 degrees 15 minutes 35 seconds East, a distance of 72.51 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence South 60 degrees 50 minutes 43 seconds East, a distance of 100.51 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200"" set for corner; Thence North 03 degrees 03 minutes 13 seconds East, a distance of 274.30 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200"" set for corner; Thence South 87 degrees 15 minutes 40 seconds East, a distance of 130.00 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200"" set for corner; Thence North 03 degrees 03 minutes 13 seconds East, a distance of 238.57 feet to a 1/2 in iron rod found for corner, same being the southeast corner of Lot 2 Block "G" of the aforementioned Northpointe Crossing Phase 1 North, same being a point on the west right of way line of Elam Dr. (existing 50 feet right of way); Thence along the southerly line of said Northpointe Crossing phase 1 North South 86 degrees 56 minutes 47 seconds East, a distance of 50.00 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner, same being a point on the west line of the aforementioned Common Area, same being a point on the east right of way line of Elam Dr. (existing 50 feet right of way); Thence continuing along said southerly line South 03 degrees 03 minutes 12 seconds West, a distance of 61.22 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence continuing along said southerly line North 85 degrees 37 minutes 36 seconds East, a distance of 121.02 feet to a 1/2 inch iron rod found for corner, same being and interior ell corner of said Common Area; Thence continuing along said southerly line South 03 degrees 03 minutes 12 seconds West, a distance of 100.85 feet to a 5/8 inch iron rod with yellow cap stamped "WHITEHAWK 10191200" set for corner; Thence continuing along said southerly line North 85 degrees 37 minutes 36 seconds East, a distance of 156.50 feet to the POINT OF BEGINNING and containing 31.572 acres of land area within these metes and bounds. SURVEYOR'S CERTIFICATE That I, G. Dennis Qualls, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments show thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Anna, Texas. Dated this line day of 12017 G. Dennis Qualls, R.P.L.S. NO. 4276 STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas on this day personally appeared G. Dennis Qualls, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledge to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of , 2017 Notary Public, State of Texas f 4 3 O� 00/ �❑ S 86' 56' 47" E 50.00'� 2 1 �1�/,2" F ND I 18 AMENITY CENTER NOR THPOINTE PHASE 1 NORTH VOL.2006, PG 819 P.R.C. C.T. DUMAS DR. (EXISTING 50' R•O•W ) 5/8" IR BLOCK C W/"WHITEHAWK" CAP SET COMMON S 03' 03' 12" W AREA �61.22' 85' 37' 36" E ur' IR 121 02' FND N 03° 03' 13" E S 03' 03' 12" W REMAINDER OF I LGI HOMES -TEXAS, LLC 238.57' I 100.85' INSTRUMENT NO. 20150528000620060 b D.RCC.T. 113.730 AC. I N 85" 37' 36" E 156.50' S 87' 15' 40" E 130.00' POINT OF I ------- BEGINNING c1 I- - 5' WME 20 o I 130.00, I o LO WIDE / cV 19 o I Y S 71' 15' VARIABLE WIDTH DRAINAGE AND 35" E ACCESS EASEMENT BY SEPARATE IL1 I 0 Ig i DOCUMENT 72.51' " 130.00, I ro q / r2 0 N 80° 20' 46" E � 18 Io �, LO COMMON 72.02' 0 1 1 o I' AREA 1 X 130.00 ;r) ZI 165,239 SET I / O N 61' 54' 26" E Z 10 - 17 10 o I 46.62' 7 - 130.00' `O w O N 45' 05' 09" E co-� o U I - z 99.76' � BLO��3 60•S 16 O q S 32° 41' 09" E �,� k AP, ° 7 O' 130.00' I ILo ^ 7 Q N 57° 18' 51" E �Aq, 5 o h"'y°j I 15 I to 0 0 0. 78.11'SLB �Oe� 25.70' 130.00' N > 5' WME O• >, 7 p1 o o0 n 5' WME I n N 37' 59' 18" E 4 C14p yo 14 0 95.25' DRAINAGE o O EASEMENT N 83' 44' 08" W M O 130.00, O BY THIS o I 117 28' 8 PLAT N 86' 33' 44" W o 1cn 3 o �� g�lo' uE ao' N 83' 20' 11" E 13 15.96' 0 3 30.00' o f 6.29 133.60' I 130.00' 1 O N 87. 15' 40" W / S 03' 08' 11" W N 87. 15' 40" 1 146.08' 10.45' N 13.79' U 10.84' 9 1O 1 12 10 UI �O 120.00' O o 3 1/2" IR FND 3/4" IR END . 24.70 0 0 2 O _ 3/4" IR / 66.79' 2 a, E 3 N 87' 15' 40" W 0 I - 1 0 M FND ri r? U 130.00' m '° ; 120.00' '-4 '° -) N 87. 15' 40" W N O 265.37' I S 87' 15' 40" E N a - o 2$ W N 155.75' OI� N 10 0 1 S 6g 8a 98 0 0 1 a U o ❑ W 1 15' BL ❑ W I" 1 R0 I00 � y J .94' 50.17' 1 WIDE `O L_ 15' BL N 21 ° 00' 32" W COMMON o. $, 5' sLj1� 130. O' _ 80.16' AREA / , g 9 ' 25' VAM 120.00- 25' VAM S 87. 15' 40" E zs VAM 10' 158. 3' tL �0 25' VAM 14,081 SET 73.15' S 131.86' 8�' 15' 40" E o 5/8" IR C3 25' V 158.14' 145.03' 'O S 68' 59' 28" W w/"wHITEHA�e- JENKINS ST. (60' R.O.W. 2s'vA - � CAP SE Io, VE 72.17 48.1 z5' VAM M N 21' 00' 32" IN ' �/ 11205 E 54.54' 122.64 �� . 120.00_ 10' UE 1 0.00 60.00' 59 2$ q % 1 0 0o F o - - r , 0. 0' I0' UE LO I 0 12 0 1 I o N 68° 59' 28" E N s$ 9�eo 25' M 3° 25' VAM S 87' 15' 40" E ° `O I tD 1 0 0 1 234.6l'- N 11 0 120.00' 1 --10' UE 20.00' 120.00' I o 1 m 10' UE I o 0' UIE 0 2 I 10 o I o 0 120.00' � > O 128.s1' � �I 11 0 2 I 0 �tl� RO A6� v 120.00' In I ' p 2 it ��� 6� 1 0 120.00' �1 r0 O 120.00' O o 0 g0y 25'VAM �o �%� E � 10 _ O 3 r 00 0 lo' u w 120.00' 54 � 121.58' - ° I o 0 1� 2 •0 08 77 120.00' " I 6 - 3 I M o0 3 w �g2 2 304 o; q I 1 120.00' 120.00' oI 0 COMMON 13.42' voi 4 col 0 o I a o U iv �� 120.00' AREA u+ o O 59 2a 04 120.00' N N U N on n 9 0 O 4 m1 0 o cb o a 12,100 SFT °'s'o 69 8 g513.24' o . 0' UE 120.00' W " n N o Z W 0 °� 4 3/4" IR o. N 16 3 a W)� o O N O 120.00' 120.00' voi "1 FND a E 6 vLO oi 1 8 0 5 l0 o I o 0 a 120.00' 0 , w In 1 In 0 8 0 5 00 0• o% 08 59 05 W 120.00' 120.00' n n 1 h of 5 y0• o N �iti5• Nl I d M 87' 15' 40" E 1 120.00' aUE 120.00' I O q i. a o MIDIMIDI� 4 `t d 7 0 6 $ 10' UT_ \ 25' VAM - c0 O 120.00' N 5 tlt o , 5' BL - 1 0 7 O 6 $I 00 / Z 17. 10 .10' I UE 1 0 00' L - `0 15' BL _ 0 1C 6 / L �6629 25 VAM 1 000, 10' UE - J 120.00' h �� C5 S 8T 15' 4=_ 25' M 25' VAM 120.00' 247.07' -� S 87' 15' 40" E 25' VAM o AN ST. (50' R.O.W.) �0 7 290.00' 50.20 50.00' 50.00' 0.00' 50 00' S 3 2.05' - 1 1:L 50.0050.00' 50.00 5 OO, 60.0 25' VAM 120.00' - 25�BL - - - O U 8 NnN 11 vN 10 0 9 C^ 8 000 7 00 0 0 0 00 l0'U❑ nl 0 12 � N � N N 6 0 5 0 4 0 3 0 2 0 120.00' N 00 13 00.N, a1 16.4 14 z 5 84 1oa 0 p0 Ng9 � Z M ^ O 17 i M 16 0� p" \ 15 0. a 23.37' N � 5185 2S E E �O�NgB �S9p,M 19 0% 17.82 i Z �o 12 `000. $14. REMAINDER OF 0� 5 a LGI HOMES -TEXAS, LLC 1AN o INSTRUMENT NO. 2015052800062 06 r' o. D.R.C.C.T 11 AC. 13 N O N N 0 1 1 L- O M - BLOCK "V" wl OI In 9 50.00' 50.00' 50.o0' 50.00' 50.00' 50.00' 50.00' I "1 0 I 120.00' 3/4" IR 3 N 87' 15' 40" 50.00' 50.00' 60.00' 0 � ; O FND 3 6 10 ONO O M 0 18 * co, 19 20 O I z 0 o 0 120.00' N N a' ^ o 21 0 22 o N N 23 04 00 0 24 25 0 26 0 U) 9.15' N 27 o N 1 N Ga 25' BL m 04 W 120.00' 50.34 4 . 50.00' 50 00 0-0 J 10' UE 01 12 5 .00' S .0 ' 50.00' 50.00' 60 0 QLO LC 6 AARON ST. (50' R.O.W.) a - - S 87_15' 40" E 25' VA 120.00' 475.8� 13 , 96 40.80' 50.00' 50.00' 50_00' 50.00' 25' VAN>I N 50.00' 50_00' 50.00' 60.0 ' N1 C :t 9.20w 25' BL -- o 120.00' n M ib M 0 10- UE� 01 14 o 10 9 a0 aN 0 $ 00 N 7 0 6 0 00 oLO p^ 5 Cj N N 4 3 N N 2 1 110 120.00' ON N N w O � Z 23.28' BLOCK "" OCK W of 0 15 I MI'o 44.56' 50.00' 50.00' 67.84' S0.00' 540 0W 50.00' LO N 87 g 50.00' 50.00' 60.00' rn 120.00' 1, w W 5.44' 3 II o N 0 O 16 3/4" IR i0 c > 10' UE�{ Z O FND 4 15 ' 0 N M 0 0 16 � N 17 0 0 III O 0 UB 20.00' 14 � 0 0 18 19 0 cliN N o0 0 20 21 22 23 0 17 O N Il0 1 ooI 8.5T 25' BL m 87. 15' 40" E 25' VAM � 120.o0' 44 38: 39.02 W 50.00' 00' 6 "1 9.44' 18 CURT ST. (50' R.O.W.) .0 N 39' 09' 28" W -��-l-540" E 14.76' S 2 3' 17 393.55' - 10, 5 119.96 4" E 74.79 7 33.30' 50.050' 0' 2.S2.50 50.00' "1 16.70' 50. 0' 50.00" 7.93 00 40. 19 N 25' BU � - 3 5' BL 12.13' S oe o "o W I X 028'. c0 0C14 a`: 28 o27 o 2429 o OI 23 0 203 � cli 2 21 C140 sns o No I5'DE \ `J1 N 17.14'cn BLOCK JS'BL 24.19' 5/8" IR W/FORESIGHT CAPFND I I N 87' 15' 40" IN 53Q, S 79' 49' 18" IN Exl 15' �E BLOCK "T" I~ 114.94' Cn G 31 32 33 34 35 36 37 38 I 39 40 41 42 � E ISTING I � 10 UGE NOR THPOINTE PHASE I SOUTH r d I VOL. 2006, PG. 820 o P.R..C. Y4 LAMONT RD. 1:5% (EXISTING 50' R.O.W.) O CURVE TABLE CURVE DELTA RADIUS LENGTH CH. BEARING CH- LENGTH C1 299'49'36" 50.00' 261.65' S 88'54'41" W 50.13' C2 2'57'06" 300.00' 15.45' S 06'22'27" E 15.45' C3 15'51'45" 500.00' 138.43' S 76'55'21" W 137.99' C4 23'55'33" 400.00' 167.03' N 09*10*12" W 165.82' C5 2344'52' 300.00' 124.34' N 80'51.54" E 123.45' C6 2344'52' 300.00' 124.34' N 80'51'54" E 123.45' C7 2512'27" 400.00' 175.98' S 80'08'06" W 174.57' C8 5718'00" 40.00' 40.00' S 7236'34" W 38.36' C9 16'40'32" 470.00' 136.79' N 12.40'16" W 136.31' APPROVED this day of by the City Council of the City of Anna, Texas. Mayor ATTEST: City Secretary LEGEND 0 5/8" IRON ROD SET W/ YELLOW CAP STAMPED "WHITEHAWK 10191200" - UNLESS OTHERWISE NOTED 1/2" IRF 1/2" IRON ROD FOUND 1/2" CIRF 1/2" CAPPED IRON ROD FOUND BL BUILDING LINE OR SETBACK CM CONTROLLING MONUMENT UE UTILITY EASEMENT DE DRAINGE EASEMENT R.O.W. RIGHT OF WAY VOL. VOLUME PG. PAGE VAM VISIBILITY ACCESS AND MAINTENANCE EASEMENT WME WALL MAINTENANCE EASEMENT D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS CR 455 -IUN CRPROJECT - LOCATION LOCATION MAP (N.T.S.) OWNER'S CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That LGI Homes -Texas LLC. actin herein b and through its duly authorized agent, does hereby adopt this g Y g Y g Y p plat, designating the property as NORTHPOINTE CROSSING, PHASE 3 EAST, an addition to the City of Anna, Texas and does hereby dedicate, in fee simple, and to the public use forever, the streets and easements shown thereon. The streets are dedicated for street purposes. The easements and public use areas, as shown, are dedicated, for the public use forever, for the purposes indicated on this plat. No building, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements, without City of Anna approval. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger interfere with the construction, maintenance, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the day of , 2017. STATE OF TEXAS§ COUNTY OF COLLIN§ BEFORE ME, the undersigned, a Notary Public in and for The State of Texas on this day personally appeared , known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledge to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of , 2017 Notary Public, State of Texas BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET BLOCK LOT SQ FEET M 1 10,404 M 11 7,800 R 1 7,068 S 4 6,000 T 6 6,000 T 20 11,108 M 2 7,542 M 12 6,500 R 2 6,000 S 5 6,000 T 7 6,000 T 21 7,495 M 3 7,145 1V1 13 6,500 R 3 6,000 S 6 7,200 T 8 6,000 T 22 6,000 M 4 7,654 M 14 6,500 R 4 6,000 S 7 7,200 T 9 6,000 T 23 6,000 M 5 8,346 1V1 15 6,500 R 5 6,000 S 8 6,000 T 10 6,000 T 24 6,000 M 6 8,529 M 16 6,500 R 6 7,200 S 9 6,000 T 11 6,000 T 25 6,300 M 7 8,664 M 17 6,500 R 7 7,202 S 10 6,000 T 12 6,000 T 26 6,300 M 8 8,818 M 18 6,500 R 8 6,000 S 11 6,000 T 13 6,000 T 27 6,000 M 9 7,537 M 19 6,500 R 9 6,019 S 12 7,200 T 14 6,000 T 28 6,030 M 10 7,899 M 20 6,500 R 10 6,237 T 1 7,200 T 15 6,000 T 29 7,902 L 1 7,800 L 2 6,000 R 11 11,848 T 2 6,000 T 16 6,000 T 30 8,047 Q 1 11,310 Q 4 9,795 S 1 7,200 T 3 6,000 T 17 6,000 V 1 7,200 Q 2 8,775 Q 5 6,250 S 2 6,000 T 4 6,000 T 18 6,858 V 2 6,000 Q 3 7,803 Q 6 7,500 S 3 6,000 T 5 6,000 T 19 9,243 V 3 6,000 V 4 6,000 V 9 6,000 V 14 7,200 V 19 6,000 V 24 6,000 W 2 6,000 V 5 6,000 V 10 6,000 V 15 7,200 V 20 6,000 V 25 6,000 W 3 6,000 V 6 6,000 V 11 6,106 V 16 9,892 V 21 6,000 V 26 6,000 W 4 6,000 V 7 6,000 V 12 9,934 V 17 6,519 V 22 6,000 V 27 7,200 W 5 6,000 V 8 6,000 V 13 6,000 V 18 6,106 V 23 6,000 W 1 7,200 W 6 6,000 W 7 6,000 W 12 7,204 W 17 6,000 W 22 6,000 W 8 6,000 W 13 7,284 W 18 6,000 W 23 7,200 W 9 6,000 W 14 6,891 W 19 6,000 W 10 7,378 W 15 6,926 W 20 6,000 W 11 6,000 W 16 6,209 W 21 6,000 0 100, 200' SCALE: 1 "=100' 300' NOTES: 1. Basis of Bearing - Based on the East line (South 02 degrees 47 minutes 34 seconds West) of the certain 113.730 acre tract of land to LGI Homes -Texas, LLC, by deed recorded in Instrument 20150528000620060, Deed Records, Collin County, Texas, situated in the SAMUEL MOORE SURVEY, ABSTRACT NO. 627, Collin County, Texas, and the ROBERT WHITAKER SURVEY, ABSTRACT NO. 1011, Collin County, Texas. 2. As determined by the FLOOD INSURANCE RATE MAPS for Collin County, the subject property Does Not appear to lie within a Special Flood Hazard Area (100 Year Flood), June 2, 2009 Community Panel No. 48085CO070J subject lot is located in Zone X. If this site is not within an identified flood hazard area, this Flood Statement does not imply that the property w and/or structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. wO This Flood Statement shall not create liability on the part of the Surveyor. o0 3. The plot of survey hereon is a true, correct and accurate representation of the property as O determined by an on the ground survey, subject to any and all easements, reservations and restrictions that may be of record, the lines and dimensions of said property being indicated by Nthe plat. There are no visible encroachments, conflicts, or protrusions except as shown. O 4. All corners set are monumented with a 5/8" iron rod with yellow plastic cap stamped "WHITEHAWK 10191200", unless otherwise noted. 5. The detention area within Common Area 1X, Block L shown on this plat (the "Detention Area") is hereby designated as Common Area to be maintained by the Northpointe Crossing Homeowners' Association, Inc., and/or its successors or assigns (the "Association") being the homeowners' association established by the owners of residential lots in one or more phases of the Northpointe Crossing subdivision (the "Subdivision"). In the event that the Association fails to maintain the Detention Area in accordance with the requirements of the City of Anna, Texas (the "City"), as uniformly applied by the City to similar detention areas within its boundaries, then upon thirty (30) days written notice and opportunity for the Association to cure any such failure, the City may perform required maintenance and charge the Association or its constituent owners for the costs and expenses incurred by the City in connection with performing such maintenance of the Detention Area. OWNER/DEVELOPER ENGINEERS UDF Northpointe II LP / LGI Homes Pape- Dawson Engineers, Inc. 1450 Lake Robbins Dr. Suite 430 5700 W Plano Parkway, Suite 2500 The Woodlands, Texas, Plano, Texas, Tel: 281-362-8998 Tel: 214-420-8494 FINAL PLAT N NORTH❑OINTE CROSSING ❑ HAS E 3 EAST LOTS 1-2, BLOCK L LOTS 1-20, BLOCK M LOTS 1-6, BLOCK Q LOTS 1-11, BLOCK R LOTS 1-12, BLOCK S LOTS 1-30, BLOCK T LOTS 1-27, BLOCK V LOTS 1-23, BLOCK W AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS 31.572 ACRES SITUATED IN THE SAMUEL MOORE SURVEY, ABSTRACT No. 627 SHEET 1 OF 1 APRIL 2017 I awk NGI❑❑ING AND DESIGN 3 I II I S I II II I I I I❑❑[ITir R ❑❑d CS 111TM 2 ❑❑ A FP CCT C 116 ❑C2 ❑ H 111461111342161144 TB❑LS FIRM NO. ❑❑❑❑r2❑❑ PAPE-DAWSON rEj ENGINEERS March 9, 2017 Mr. Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, Texas 75409-0776 RE: Northpointe Crossing Phase 3 — No Adverse Impact Mr. Johnson, In accordance with Part III -A, Article 3.11.03 (b) of the Anna City Code of Ordinances, "any Application by a Property Owner for development that will affect downstream property, the Property Owner shall furnish the City with a letter signed by a Texas Professional Engineer stating that the development as designed will not damage downstream property due to the development's impact on off -site drainage." In Section VI of the Northpointe Crossing Phase III Flood Study dated February 61h ,2017, the report states: "The results of this analysis show the Phase III improvements will have no adverse impact to water surface elevations or velocities to downstream or upstream property owner". Therefore, please consider this letter as the Property Owner's formal statement that the development as designed will not damage downstream property due to the development's impact on off -site drainage. Sincerely, Pape -Dawson Engineers, Inc. 4�,� Ja on R. Elms, P.E. ice President Cc Chuck Birt (LGI Homes — Texas, LLC) Texas Board of Professional Engineers, Firm Registration #470 Dallas I San Antonio I Austin I Houston I Fort Worth Transportation I Water Resources I Land Development I Surveying I Environmental 5700 W. Plano Pkwy., Suite 2500, Plano, TX 75093 T: 214.420.8494 www.Pape-Oawson.com I Item No. 5.g. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Resolution approving a final plat of Anna Crossing Ph. 7. (Maurice Schwanke) SUMMARY: Anna Crossing Phase VI I LNRD Ltd has submitted an application for approval of a final plat of the Anna Crossing Phase 7 Subdivision. The Anna Crossing Ph.7 final plat contains 62.876 acres located in the Granderson Stark Survey, Abstract No. 798. Within this project 229 residential lots are proposed. The plat layout is in conformance with the approved preliminary plat which contemplated several variances to the subdivision regulations. These variances were previously approved and are outlined in City Council Resoltuion No. 2016-10-235 (attached). The variances are also listed on the plat document. The plat is in conformance with the existing zoning for the property. The City has received a sealed letter from the project engineer stating that stormwater run-off from the development will not adversely impact downstream properties. The Planning and Zoning Commission approved this final plat during their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this final plat. ATTACHMENTS: Description Upload Date Type Resolution approving the Final Plat of Anna Crossing Ph. 5/3/2017 Resolution 7 Exhibit 1, Anna Crossing Ph 7 Final Plat 4/28/2017 Exhibit Resolution 2016-10-235 5/4/2017 Backup Material Location Map 4/27/2017 Backup Material Drainage letter - No adverse impact 4/28/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF ANNA CROSSING PHASE 7. 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, Anna Crossing Phase VII LNRD Ltd has submitted an application for approval of a final plat of the Anna Crossing Phase 7 Subdivision; 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 Crossing Phase 7 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 9t", day of May, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist //'---LONE STAR GAS EASEMENT REMAINDER OF / PERMITTED BY ANNA TOWN CENTER NO. 7 / LNRD, LLC VOLUME 279, PAGE 375, D.R.C.C.T. A=12044'24" INSTRUMENT NUMBER 20140102000006050, O.P.R.C.C.T. ANNA CROSSING PHASE VII LNRD, LTD. LIFE LANE 20' PERMANENT UTILITY EASEMENT ° (LOCATION BASED ON GAS MARKERS , AS CORRECTED IN N730 03' 12"E 47.45' N730 24' 33"E 40.00' INSTRUMENT NUMBER ` LOCATED IN THE FIELD.) R=1150.00 INSTRUMENT NUMBER 20160914001223020, O.P.R.C.C.T. 50 RIGHT-OF-WAY IRS ° „ / 20080728000910980 L=255.71' INSTRUMENT NUMBER 20150730000952300, O.P.R.C.C.T. A=9 3630 PLACE OF INSTRUMENT NUMBER A=6021'06" CB=N88°52'59"E IRF N880 53' 23"E 870.71' IRF , 20080728000910970 R=960.00 BEGINNING O.P.R.C.C.T. o R=850.00 CL=255.18 ° - - / IRF / N88 51 53"E 67.56' L-94.23' N67 23 55 E 70.84 E 1,) 4g 99, �so.00' so.00' so.00' so.00' so.00' so.00' 60.00 60.00' so.00' so.00' so.00' so.00' sl.00' w 86.zo' 49.14 CB=S210 S71 15 41 E 120.00 = ° CB=S21°24'47"E O , " ' p6' C M m 25' 25' �p 'miry t� , / N200 18' 05"E 5.36' CB=N85°41'20"E d o .� v o v N180 44' 19"E 3.34' CL=94.18' IRF (�%% g648, o59:i2 N 14.52' N 12 �I�r � I`" o LOT LOT `O LOT ti LOT CL \60.80 LOT o LOT q LOT LOT o o ,4 IRF IRF " `-" ? LOT o LOT o LOT 'v LOT -v LOT "v LOT o o 0 0 0 Q o S710 15' 41"E 106.41, TRACT 6 IRF _ _ r LOT y LOT MLOT o o ' ' o0 1 -� gi g N 10 N 11 12 N 13 N 14 * 16 �> ANNA CROSSING PHASE VII o IRF " $84 44 - Q / LOT 41 GAS PIPELINE IRF N82° 30 47 E 160.2p `F9'E 230,77' n s !u LOT o 8 7 6 5 4 3 N 2 N I w / S 27.36 L=50.11' L=50.12' L=50.12' L=50.11' L=27•g IRF \ A 10 l o '. 10' U.E. - * oA \ LNRD, LTD. 5031' s 9 10' U.E. I M 25' B.L. ° 9 cL o I°IS'3 16 IRF IRF o EASEMENT IRF IRF 503? 50' L- 22.18' S5.92' n f o o 25' B.L. C27 J L ;40-6 �5(�� 1�(�2 < \ INSTRUMENT NUMBER / 6 y��' N88 51' 48 E 199.75 IRF °o O lo' o _ o ti Ci oo / 11g96'/ 6L=30.49 L=50.11 22.92' o N 1.74' 2 \�U.E. o =5Q• (� 00 h / �; n 50.16' 0 9s.as' o LOT LOT o LOT., ,� LOT f LOT 5 �' Ns0 4a L=50 D ono' �0 60'o•oe 50 00` Oro' 4i 53 c24 o \ 20160914001223020 #569` 50�0'0.0� 50 - 6� L=38.40' sr F� O.P.R.C.C.T. LOT 40 X� o o M i. LOT ,4 LOT LOT 50 5 10' 2 ` SD 7 /� �. / m d O rn M� N 19.52' i� LOTS to N 9 8 7 N 6 LOTZO LOTS 0 1 3' N _ _ _MAVERICK STREET _ N LOT 1 IRS f ti N 5 `b' 53.72' � ,� _ LOT ^. 11 N 5 �, _ p11g9j'ti '" LOT M `� L T LOT LOT c LOT �, 13Ln 12 '' 4 � 3 o LOT U.E. ��� 5� --- 5 \ 7 LOT � LOT 'v a 0 0 N u 14 25' B.L. 2 o L=54.28' A -7.v' C16 N sss° s3' z7"w zso.67' S0' RIGHT-OF-WAY ss8° s3' 27"w 366.7T N L12-� 50 Cis° 59 Oaf C2 Z� \ n1 Q o i� 18 0 �� 0 17 0 16 " 15 o ° 5 g.L. nn Qg LOT 39 r� 20 n 19 0 ti oo 2 \ 5 �, / / 0 �o �ao a o 22.75' 'L =50. L 50�2' �r-0.12' -$D 1 0 12.75' / i Cl �0�0' �4.09'- 50�0' 50-00' 5�00 50�0' �0.0� 5�00 S&0 ' �O.A� 58.0� 049 5 (�A �00 \ 36�g'- �a 4260_ 1� 10' INAGE \ Q rr1` 0 11 g• 9 = 41.22' o 0 0 ° 31 83 �2 56 31 L z N N LOT 18 p0 0 / �, [V O p o 9' 25' B.L. o 10' U_E. 19.52' y� 3� 50.3i 5631 Z �=6i8 / 3i� 10' U.E. A - �- o = S0 3 MAVERICK STREET -� i 25' B.L. 120• r EAS MENT 5 0 0 0 0 0 LOT LOTo LOT LOT LOT - , ° c�8 s A=25 08 21 z -fin L>SQ09' C13 ` 10.65' N o o M O� aLOT 19 i o `� / LOT 38 �31 z so-z�. �s.76' S •7z' �•r2` - ARIGHT -OF -WAY - � _ N � 1 � g' � I LOT o �� LOT o LOT o LOT o LOT o 0 0 �,•\ s Q� oo ,I ° IS 36'F L4 N _ - 582° 30' 47" Cll N84° 44' 49"W 199.86, - oo W 131. U d 13 ro N - - - 0 0 23 24 25 `� \Q' / J` O m LOT 1 o LOT o LOT o 5 T- _ p o 3' N LOT o 0 0 0 0 21 N 22 i R=840.00 �` l Iz z `' - - - L=�0.0-S' t=51rO L=50-o N C12 �5 �f Q- 57 ° 26' S7 M 14 15 N 16 17 N 18 N 19 N 20 N 0. 11 �G� �' N � o oo�' ° c10 =412 25.36 50 3 moo , C34 y\ 25, 25 . O �� 2 5 CBCIO 3 S13 38'52"E ` 2S' S88 51' S3"W 247.53' �8.3� 50 31- a \' v� �I° ISLOT 37 M 3 50-00 50=00 �33 6 50 ' s0�' 8.94' 25' B.L. 24.92' � = 6�4 N�•� L- cfO �"TO� m O � � z 1 9a, z �-� 2 � , a 57 54' S .72 =ST. L=4 LOT 3 Q LOT 2 So.00' 50.00' 50.00' 50.00' 50.00' 50.00, S0.00' So.00' S0.00' S0.00' 100.08' ° LOT 20 > CL=365.61' C=32:33 o 10' U.E. LOT M LOT o LOT o LOT LOT Zn 24.00' o N 9%, 48 '5' 0 120' s 0' o f� lL 120' 0.34' v LOT N 'c� E O� 50 65.90' 65.90' - 54.30'- 40.05' 43.81' 44.33' 44.33' 44.33' 44.33' 44.33' S5.75 p1 rn. o o � � LOT LOT A \, \ 13 \ 39.5 w o r o P 2'WIn N h / LOT 25' B.L. °j' 36.27' LOT 0 38 0 39 0 40 0 ,� - ° 32' n ry y 2 LOT 36 / /v �� lo' U.E. ti LOT LOT ^o 0 37 N N N N 41 0 04 N ,. d 47 c� N a 5a 77 53 N N N 5 1° 55 LOT 21 N LOT '. N 42 0 o LOT w LOT L=18.93' ° ^ ANNA TOWN CENTER N0. 7 O 26 In _ 35 N 36 43 o 6 L=14.94' ✓ lJ 44' o o 9 h' Ip' o v /. v LOT o o LOT S' LOT LOT SLOT No N 34 N L=11.95' 45 0 46 pI' c� G�� \ 90 G. M o 0 0 o w r 120.2 /LNRD, LLC / m 27 M o 28 N v oh LOT 30 31 32 N 33 22.30' ® n Z LOT 3 f LOT LOT o 0 o M a2 o q1 pI \ r s y \ LOT rn P-' SLOT 'LOT 'LOT LOT LOT LOT \ 51W o \` INSTRUMENT NUMBER 38.36' 7.67' ' as 59 0. pl• s° o s s LOT LOT n 0 6 N 5 N 4 3 2 " 1 m 13 Q / 20,p3, _� / ° ^ ob 29 '+=27.97' L=50.07' L=47.13' L=47.24' In 20 20 4 in h �• ° o 50.31' 47.41' 47.41' 0 4a, �L 59, �\ p\ oo 1L�p0 \ � LOT ? 11 ^ 10 Ln 9 8 7 N LOT 35 O o H o ° 50.31' 47.41' L=42.47' n L=68. O " o^ 1507300009527 L=50.04' L=50.15' C53 37.29' S0.31' L=30.86 L=50.06' L=50.01' L=50.14' 41.26' S0.31' S0.31' 93 L;aB L=18.93'�\ LOT 4 y N 0 11.55' g 25' B.L. 10' U.E. o 25 25, LOT 22 O.P.R.C.C.T. \r LOT f -� '\ ° fUl)50.00' 36.2T C52 C57 50.31 L=42.4 L=58.30' LOT �S0 1 �s a 18.09' Z 10' ° o L=4 0' L_37g•0 o�0.00' S0 00' S$fl0` So 00 N•� 97.12' z 40.19' 19.39' L=9.05' S0.31' rn 40 2 Q w 15 'r° �3 54.14' o �n 61' Sp 79° 45' 47 W o moo/ �2p•Og �. L=18.79' 1;52.36' v Q L=65.87' CO o� 50.00' S0.00' S0.00' 33.39'C55 L=50.03' L=50.16' ®_ a N LOT 34 o v M q LOTS LOT Ln 7.67 o ° o 10• U.Ln E. 1 L_ - u, - 10' o' o °� LOT LOT N LOT o 11 N o LOT o LOT LOT N o o Q < ° 1 LOT 5 os \ 65' a_ B RITTANY D RIV E / o v/ ^ L16 vo oN LOT ^o 13 12 10 9 N o LOT o w a a A 61 in - " L13 --►� 11 N o h V O .1j 8 N . LOT o LOT o u L= - ° * LOT 23 0 / I2pos ,�, / 25 _ LOT^ LOT,. 14 7 o o o. �1 so' N 50 RIGHT-OF-WAY sss 53' 27"W 423.2s' In 1z.00' N9° u LOT w LOT w LOT o LOT LOT o LOT 0 16 0 15 25_B. L. 4 38' 6 5 N 4 o LOT1 �T I 0 ma's C19 `v �I' 20.75' m' 23 rn h LOT o oN o 0 17 N °' 3 / ,5`y3� Lll 5 9� 120° �\ cf i N o Sg" ° „ Co 24 o 0 21 N 20 � 19 18 c6o o g.98 l�o' l.o� Soo= shoo' .ems 5�00 �5 DTI cy S01 04' 42 E 123.03' LOT 33 / o' =s0.o Asa o ' 4s.8n' CB3 m /y Q' ° N ,y � 22 0 3�75'G59 5$31i -50�1' o L�aA1� L=32.46' 96 � 3 �Q i � L----��` NS90 �' zF ti LOT 6 'r g� �9:�5' 10' U.E. 531 50.31 50.3i yr 1• s, V19 51 8.60_ 25' B.L. _ 45459 0 La58 22' ^ (`'E C 10' U.E. _ °j r{l V of 'J6 0 po \ 3 `� ?' 0 0 0 0 o cNn 1 \ LOT S4'G/r FM" l �2p oT Q �O 2 o sB� 58 2�3 - -� S84° 44' 49"E 199 86' in 5'� ARS F� Z �'v / v_ 12 ' �rn ran in LOT `l'n 7n LOT o LOT LOT LOT o LOT o LOT LOT LOT i� 24 ZSG 2 T I N880 53' 27"E 120.00' / LOT 32 �52 0 00' 3.72'12 " Sfr00 - s0�o' 33 39 CS La in C7 54.42' r l b- o o 0 0 0 0 ro 0 <Sll/� STARS DRIVE N - 582° 3p' 47 W 160.20' 145.44' C8 5p RIGHT �0 u ro LOT s LOT 7 n r LOT N N N 31 30 ^' 29 ^' 28 27 26 0 0 23. 1' TRACT 5 `z JV � LOT- o � � 33 0 32 � 25 10 TRACT 32 h I20o8 ° - - _ - C6 _z�-9 50 -5�0 32 Ln N �- r rc 23 10 o r+ 34 ° r ° o bo H.O.A. LOT 30 ACCESS EASEMENT ,i o8' A v " •%' po in 35 0 c °. z cs PIPELINE sss sr 53°w 352.36' S0 RIGHT-OF-WAY N 501' a3T sz•-la6 r, w LOT r� 00 120• $� LOT o o z z z ° INSTRUMENT NUMBER LOT 31 v EASEMENT 26.29' 25' B.L• L=28.25' o L- r - s 604' t=5o.o� N �r 22 3 8.60' / o / 9 �g,7g o 5.8g' �5.00 5.00 =2g 5 a50 = '1 10' U•E' M LOT �2 6q6 8.60 \36 z L=50.00' L=50.00' 43.59' 51.00' 51.00' 51.00' 51.00' 51.00' 62.64' N88 53' 27"E 14 . 20070409000472410 O.P.R.C.C.T. 10 N oo, so.00' O.P. R.C.C.T. o 33.29' o I LOT _ 10' U.E. 21 ' 0 15 n 6 L= H.O.A. LOT L=1.77' 25' B.L., r, �i `'o � 5 < LOT 8 �'' Z 50. L= TRACT 15 rn l} 0 25' B.L. LOT LOT LOT ! LOT o „� 15 o o LOT N o 12 0, w L=7.41' IRS I IRS 25' B.L. 26.44' LOT_ N LOTS o 0 0 a LOT LOT o LOT LOT . g52 u 3� Z5' r - - - LANDSCAPE &UTILITY EASEMENT - - - LOT 30o o\ v� 53.72' o 0 0 LOT LOT o 28 LOT ^ 30 31 32 33 I "� 16 N 17 18 0 19 20 M 5 A 13 6a 5a 1 C47 25 > 266.38 R= - o - - - - - - - LOT rn LOT o LOT o LOT o LOT 34 ° 1040.43' - oN�/� "' 27 M 29 ml o m o 3 °° 25 ° 5 TRA 33 5 LOT 9 a o. L= - - - - - - 0 89.42' 2 ° " 2 LOT ^ o O2 _ _ _ _ - - - - - - - - - - FINLEY BOULEVARD o Iq m' o. LOT o 22 N N 4 N 25 N 26 N 10 Cn z ° ° 62' 6A A'� _ o L=60.01'- - - - - - - - c - - - - M 36„ / . 19 23 2 - - - - - - L''� H.O.A. LOT L=5.1T �- 30 PRIVATE CROSSING �,� l W I /� O 20 ^ 21- '' - - - _ - - - - - - - VOLUME5443,PAGE5523 I" z w o o -- r - z - ----- - - - - -57V -- / LOT 29 N010 08' 07"W - - - - - - - - - - - - - - - - o �1 - - - - - - - - - _ _ _ _ _ - - - - - - - - - - - w - - - - - - S88° 53' 595.71' o 0 O.P.R.C.C.T. T 1.06' ----- - ------ - - _ �' - - - - = 105.81' 55.00' 55.00' 55.00' 55.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 60.00 � 60.00' 55.00' 60.00' 60.00' 71.35' 18.63' � 16° 37 25"W 4654' o DEED LINE L 280 80' RIGHT OF WAY 27"W IRF �2p•12' 99.58 88.45 s h - - - 77.45'- - 88.29' N88° 51' 53"E 72.69- 86.55' - - - - TRACT 13 / 6 70' LOT- 9.5ga 50.00' - 88.45' - v 45.81' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 50.00, 50.00' S0.00' S0.00' S0.00' S0.00' S0.00' 60.00 J- 0 30' ACCESS EASEMENT H.O.A. LOT 93y3 J � ~ 00 v o INSTRUMENT NUMBER 1 S880 53' 27"W 536.06' 30' ACCESS EASEMENT IRs _ m� _ o h DETENTION / IRS 30 ACCESS EASEMENT TRACT 14 0 28 m o ' o 2 7n Ln rn Z ° h 10 ^°' 20070409000472410 COMMON INSTRUMENT NUMBER 20140102000006060 l I2o �/ � N 2 = o O 10 N N I 3 h LOT 12 �• o� / 30' ACCESS EASEMENT I INSTRUMENT NUMBER H.O.A. LOT h^ / 13' O o n v a MLOT BLOT N LOT I LOT 14 LOT 13 yo O.P.R.C.C.T. ARE p °' p INSTRUMENT NUMBER 20150730000952270 LOT 27 d � LOT LOT m rn o° o LOT a) LOT LOT � LOT Z' LOT LOT oqLOT 1040T ,:LOT -LOT ID M M 2 o o l 'b 1 0� INSTRUMENT NUMBER 20160914001222920 u, s ABANDONED AREA ti �' o' O.P.R.C.C.T. UTILITY S' LOT = co LOT o N °' 3 1 a 1, y yylTl-IIN PLAT ��' �' to o� 96-0110245 O.P.R.C.C.T. EASEMENT IISOS,L=10.95' �S' / 18 0 17 i� 16 y 15 14 13 N 12 11 10 9 8 7 6 5 4 25' ° 3 s 8 , ti 0 C62. �^ o 00 z '� 14 16' J B'L' ti ti 9�'' Y THIS PLAT , �6 53 �6 �- ABANDONED BY THIS PLAT 60.00' 60.00' 0 10, U.E. 29•g3l 10' U.E. ° ° & o° 1 �' L ti 15 O.P.R.C.C.T. / 15.00' �V� 01 25 B.L. o L=5.04' 32.18' L=6.51' 24.83' 25' B.L• 6 j 1 ' 1 \ / 1 zs'36M z� s7 89 ss al' ss ns' -JS 7q' =5a o6 L�35 506`- 60 25' 25' �"°°' titi°' 1•�� ���° 5°ti' ao ASSIGNMENT IN / 110.5 , -89 99L 5a oo z 1.�s s�3' a2 9 Liss a5'o �l' 3 L�251 L=So oa' Czz LOT 11 90 0 VOLUME 5121, PAGE 5037 26 6 * I SON TRACT 4 N _ - _ L�23 ' 0>, �°° I A=51 50 32 L=35.56' - _ _53.72 - _ _ COWBOY WAYS - O.P.R.C.C.T. I I . N S88° 51' S3"W 352.74' SNIPE in C4 N87° 09' S7"W 117.24' - 584° 15' 17"W 128.80' 3Y9' \ �' LOT 10 °�� R=960.00' ABANDONED BY THIS PLAT 3' \ $0°0, EASEMENT N c3 L2 5U RIGHT-OF-WAY cz ci ° 10' U.E. titi / I L=868.62 Ln / w la3' L10 r�}7 50;17= L�6�6' q�8L h �' L=17.46' �ti�� CB=S63°30'11"W I W 5 .72' S0�0' r -50-00' =4�7 L--50-35 =4T6 �042' -50 1-2' L 30 25 8� L �l� CL=839.30' o; I la N N1.1� =5(d362' So-0(� _�• Lo�2' _ 8.56' F TRACT 12 REMAINDER OF 20' PERMANENT L=33.33' tip' '�' - -� 25' B.L. 7.53' h ? / n o ° w o8.08' �i 25' B.L. 19.90' 3 '�'� z H.O.A. LOT ANNA TOWN CENTER NO. 3 /WARN, LTD. 110 LL1 UTILITY EASEMENT �b° N 25' B•L' o o ^ O 46' " LOTS _ M - 8.93' 10' U.E. 3.2s' 1s.o4' LOT LANDSCAPE & i M o * ° zo M ° ° �' LOT io o M LOT m- _ o 0 0° o ^LOT SLOT w LO LOT ^� 2 s'o INSTRUMENT NUMBER 20070208000183560 > >- I Ico o ANNA TOWN CENTER o v o o ,, 0, x� o O.P.R.C.C.T. �' o ° n cr o 19 w LOT LOT LOT M LOT r °' LOT LOT M LOT N 4 3 L=17.78' h \ ° / I' / o UTILITY Zv Q ui INSTRUMENT NUMBER LOT ,� v o 1n" h rn LOT cr �r ,, o LOT 1-1 h ° 1 o h' ,/ o\ o o o i I z I o VOLUME 5717, PAGE 2431 / 200806000959220 25 �`� L=34.87' L=30.96' o ti N 21 e 20 N o v 18 ^ o 00 N LOT o LOT o 6 5 0 0 w EASEMENT I I / co / h� � o ~ N o °o 7 89' 17 0 16 ,� 15 ,� 14 13 .-, 12 11 r 10 9 8 7 o O Sj o NO. 5 HSLT, LTD. O.P.R.C.C.T. / O o LOT 24 o LOT ti °' F / LOT ° 66.14' 64.72' z 62.44' cn o (1) 0 LOT ' I / 1 ITDRAINAGE o 22 ° o 0 0 19.13' '�' 2 tiv F° d2� / 5' WALL EASEMENT °� 23 21.49' N88° 55' 55"E 201.20 N I o = I d rn O.P.R.C.C.T. 0 36.78' 50.00' 50.00' 50.00' 50.00, 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 48.12' 22.93' 6.13' �� cod �5� 01' O6 0 ~U EASEMENT n - �; g)32 LOT J�~ Ln __ z a�l� o 199,9 _ _ �3fl23' - - � '- 9�6' Q - �3"0'-- - - N8s° 55' 55"E 757.82' ° �"�' 10° 1��1���'� �� / REMAINDER OF z o 0 IRF IRF NIo° 25' 05"W 32.80' TRACT 1 ANNA CROSSING PHASE VII LNRD, LTD. s72 37' 1s"E 66.4s' h,. ��� �°,• / S880 51' 48"W 595.82 s3 72' �o� ��°^� ANNA TOWN CENTER N 5' WALL H.O.A. LOT INSTRUMENT NUMBER 20160914001223020, O.P.R.C.C.T. s47° 37' 4o"E 55.19' / OW / TRACT 3 TRACT 2 EASEMENT DRAINAGE EASEMENT 3 CO, NO. 2 / BRTO, LTD. J Q GAS PIPELINE ° " IRF 42.S9tio VOLUME 5622 PAGE 1863 = H.O.A. LOT S88 55' 50 W 841.95' \ �ti z UTILITY EASEMENT IRF \ T IRS v IRS O.P.R.C.C.T. I II / EASEMENT N100 25' 10"W 53.08' N720 37' 22"W 83.18' \ S37° 40' 22"W 28.35' / I IRS DFF� LjNF \ I/ I �_�����TEMPORARY DRAINAGE / LONE STAR GAS EASEMENT PERMITTED BY VOLUME 279, PAGE 375, D.R.C.C.T. (LOCATION BASED ON GAS MARKERS LOCATED IN THE FIELD.) REMAINDER OF ANNA TOWN CENTER NO. 2 / BRTO, LTD. VOLUME 5622, PAGE 1863 O.P.R.C.C.T. c� GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) I inch = 100 It. IRS A=31017'29" R= 540.00' L= 294.92' CB=N24051'24"W CL=291.26' REMAINDER OF ANNA TOWN CENTER MIXED USE LLC INSTRUMENT NUMBER 20150317000291340 O.P.R.C.C.T. I EASEMENT / (BY SEPARATE / F INSTRUMENT) / I I / I I / REMAINDER OF ANNA TOWN CENTER MIXED USE LLC \ / INSTRUMENT NUMBER 20150317000291340 / / on) I O.P.R.C.C.T. i l "l 41 A=29°43'24" �0 on) L18 R=460.00' L=238.63' A=1003'23" IRS CB=S25038'27"E R=960.00' 40.00, _ CL=235.97' L=17.70 IRS N400 30' 09"W 96.13'- M ATC H LINE N040 29' 51"E 14.14' SEE SHEET NO. 2 N490 29' 51"E 97.96'- B AN ST R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1817.842.2094 1817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090- 16-0'7 CB=N38°06'29"E CL=17.70' N500 09' 15"E 74.01' / A=6°28'27" R=948.00' IRS L=107.12' ° 1 11 IRS CB=11j46 15 38 E REMAINDER OF CL=107.06' IRS ANNA TOWN CENTER MIXED USE LLC L19 IRS INSTRUMENT NUMBER 20150317000291340 IRS L21 0° O.P.R.C.C.T. o° g L20 NZ. o�ti° A=11055'04" IRS R=1040.00' \_P10. IRS IRS L=216.32' moo,\ CB=S43032'19"W °9 no/ CL=215.93' IRS IRSz- IRS MATCH LINE 0ti SEE SHEET NO. 2 S370 33' 48"W 826.26' / REMAINDER OF ANNA TOWN CENTER NO. 2 / BRTO, LTD. VOLUME 5622, PAGE 1863 O.P.R.C.C.T. LU LOTUj LOT Cn 25' X 25' 25' X 25' VISIBILITY\ EASEMENT \ / VISIBILITY \ EASEMENT STREET VISIBILITY EASEMENT DETAIL NOT TO SCALE 455 455 N J ti Z Q m o w o 0 0� a z J w 0 a SITE 423 0 � c Q z COUNTY o ROAD 422 SHARP FINLEY STREET LEGEND N NORTH S SOUTH E EAST W WEST DEGREES MINUTES/FEET " SECONDS/INCHES O.P.R.C.C.T. OFFICIAL PUBIC RECORDS COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS COLLIN COUNTY, TEXAS IRE 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" FOUND IRS 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" SET O MONUMENT FOUND OR SET C DIMENSION POINT, NOTHING FOUND OR SET VICINITY MAP NOT TO SCALE ANNA, TEXAS REMAINDER OF ANNA TOWN CENTER NO. 4 / SHRP, LTD. VOLUME 5631, PAGE 2600 O.P.R.C.C.T. a z I LU I � I V) z IRS I I I I IRs A=4°14'44" R=1500.00' L=111.15' A=17°32'33" I I CB=S2020'19"W R=1380.00' I CL=111.12' L=422.52' 60.00' 60.00' CB=N9°06'37"E 1 Is3 CL=420.8T 03, IRs COOT I IRSI AREA I I BLOCK A=12048'39" I N810 08' 20"W 60.18' I R=1440.00' LOT 2 LOT 3 I L=321.97' HAYSLETT ADDITION CB=S10°41'36"W I PHASE 1 CL=321.30' I INSTRUMENT NUMBER I STREET °Bn P.R.C.C.T. I I Q 00 S890 41' 22"W 63.00' 60.00, 61 00, LOT 2 LOT 3 LOT 4 I BL CK A IRS IRS DEED LINE O - �441 FINAL PLAT ��� LOT 2 LOT 3 / 4C,) Q� /O = BLOCK E i / OF / ANNA CROSSING, PHASE 3A / INSTRUMENT NUMBER 2016-48 ANNA CROSSING I R.C.C.T. PHASE 7 61.089 acres out of the Granderson Stark Survey, Abstract Number 798 City of Anna, Collin County, Texas 229 Lots & 17 Tracts Revision Date: April 2017 SHEET 1 OF 4 Ao NA CROSSING PHASE VII LNRD, LTD. ANNA TOWN CENTER NO. 7 / LNRD, LLC. ENGINEER /SURVEYOR: DEVELOPER: ATC HAYSLETT LOT VENTURE, LTD. ANNA TOWN CENTER N0.3/WARN, LTD. BANNISTER ENGINEERING, LLC SKORBURG COMPANY 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, SUITE 710 ANNA TOWN CENTER NO.2/BRTO, LTD. MANSFIELD, TEXAS 76063 DALLAS, TEXAS 75225 ANNA TOWN CENTER NO.4/SHRP, LTD. CONTACT: MICHAEL DAVIS, RPLS PHONE: 214-522-4945 ANNA TOWN CENTER NO.5 / HSLT, LTD. PHONE: 817-842-2094 CONTACT: JOHN ARNOLD ANNA TOWN CENTER MIXED USE LLC Mike@bannistereng.com 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 Curve Table Curve # Length Radius Delta Chord Direction Chord Length C1 251.94 300.00 4800703" N710 41' 11"W 244.60 C2 163.26 2000.00 4040'38" N860 35' 36"E 163.22 C3 136.21 2000.00 3054'08" S890 07' 01"E 136.19 C4 138.56 2000.00 3058'10" N890 09' 02"W 138.53 C5 86.72 250.00 19052'31" N810 11' 52"W 86.29 C6 143.01 1290.00 6021'06" S850 41' 20"W 142.93 C7 157.87 710.00 12044'24" S880 52' 59"W 157.55 C8 286.04 540.00 30020'58" S800 04' 42"W 282.70 C9 86.72 250.00 19052'31" N810 11' 52"W 86.29 C10 110.86 1000.00 6021'06" S850 41' 20"W 110.80 C11 222.36 1000.00 12044'24" S880 52' 59"W 221.90 C12 117.97 250.00 27002'10" S810 44' 06"W 116.88 C13 80.94 1000.00 4038'14" S700 32' 08"W 80.91 C14 44.66 325.00 7052'27" N210 09' 33"W 44.63 C15 212.25 1000.00 12009'40" S780 56' 05"W 211.85 C16 67.64 1000.00 3052'32" S860 57' 11"W 67.63 C17 80.02 1145.00 4000'15" N240 12' 55"W 80.00 C18 225.42 655.00 19043'08" N160 21' 29"W 224.31 C19 265.11 800.00 18059'14" S790 23' 50"W 263.90 C20 104.66 250.00 23059'14" N130 06' 10"W 103.90 C21 73.94 500.00 8028'22" N200 51' 36"W 73.87 C22 18.76 300.00 3034'55" S860 02' 45"W 18.75 C23 13.63 850.00 0055'07" S820 58' 20"W 13.63 C24 19.76 1000.00 100756" N250 39' 05"W 19.76 C25 31.39 800.00 2014'54" N250 05' 36"W 31.39 C26 11.01 50.00 1203717" N580 19' 54"E 10.99 C27 4.33 1025.00 001432" N880 46' 11"E 4.33 C28 13.93 1025.00 0046'42" S850 08' 10"E 13.93 C29 13.47 1025.00 0045'11" N820 53' 22"E 13.47 C30 21.82 225.00 5033'25" S880 21' 25"E 21.81 C31 56.23 225.00 14019'06" S780 25' 09"E 56.08 C32 18.80 275.00 3054'58" N730 13' 05"W 18.79 C33 13.73 1241.70 0038'01" N880 51' 53"E 13.73 C34 3.04 275.00 003758" S680 32' 00"W 3.04 C35 16.56 1120.00 0050'50" S240 39' 15"E 16.56 C36 22.28 1120.00 1008'23" S250 38' 51"E 22.28 C37 26.79 680.00 2015'26" S250 05' 19"E 26.79 C38 46.24 680.00 3053'46" S220 00' 43"E 46.23 C39 48.25 680.00 4003'54" S180 01' 53"E 48.24 C40 48.25 680.00 4003'56" S130 57' 58"E 48.24 C41 16.04 680.00 1021'05" S11° 15' 27E 16.04 C42 32.16 50.00 36051'29" S80 11' 31"W 31.61 C43 31.36 50.00 35055'53" S280 12' 10"E 30.84 C44 20.32 50.00 23016'58" S380 15' 44"W 20.18 C45 27.61 50.00 31038'15" S650 43' 21"W 27.26 C46 47.27 475.00 5042'07" N220 14' 48"W 47.25 C47 22.98 475.00 2046'20" N180 00' 35"W 22.98 C48 36.09 50.00 41021'27" S410 17' 15"E 35.31 C49 28.26 50.00 32022'57" S40 25' OTT 27.88 C50 63.67 50.00 72057'36" S480 15' 11"W 59.45 C52 13.73 1145.00 0041'14" S880 31' 16"W 13.73 C53 13.01 1145.00 0039'04" N820 50' 19"E 13.01 C54 18.80 225.00 404717" S730 39' 15"E 18.80 C55 16.61 1145.00 0049'53" S880 26' S6"W 16.61 C56 16.61 1265.00 0045'09" N880 29' 18"E 16.61 C57 10.12 1145.00 0030'22" S820 45' 58"W 10.12 C58 23.46 1265.00 1003'45" N830 02' 39"E 23.46 C59 17.54 735.00 1022'01" N830 11' 47E 17.53 C60 5.76 515.00 0038'29" S850 04' 03"E 5.76 C61 18.93 515.00 2006'22" N650 57' 24"E 18.93 C62 15.72 50.00 18000'51" N350 22' 50"E 15.66 C63 14.87 50.51 16052'02" S860 44' 56"E 14.82 LC64 43.09 250.00 9052'31" S130 48' 08"W 43.04 Line Table Line # Length Direction L1 28.35 N370 40' 22"E L2 68.32 S880 55' S5"W L3 66.22 N710 15' 36"W L4 66.22 N710 15' 36"W L5 66.07 S640 54' 13"W L6 34.29 N10 06' 33"W L7 12.26 S690 54' 13"W L8 34.89 S250 05' 47E L9 116.75 S160 37' 25"E L10 19.59 N380 53' 25"E L11 21.21 N700 05' 47"W L12 18.16 S330 12' 40"W L13 22.44 N490 10' 16"W L14 104.82 N250 05' 47"W L15 41.22 N710 15' 36"W L16 10.43 S880 51' 53"W L18 81.15 N890 42' 47"E L19 79.16 S400 30' 09"E L20 21.17 S850 30' 09"E L21 32.99 N490 29' 51"E L22 26.52 S80 51' S3"W r-,---i ni +o,- 1. All coordinates and bearings shown herein are Texas State Plane Coordinate System, NAD83 (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. 2. Notice: Selling a portion of any lot in this addition by metes and bounds is a violation of state law and City Ordinance and is subject to penalties imposed by law. 3. All specified Tracts are to be owned and maintained by the Home Owners Association. 4. VARIANCE APPROVED: (*) Noted on the Plat. MINIMUM CURB FRONTAGE FOR LOTS ALONG KNUCKLES REQUIRED - 40' REQUESTED - LESS THAN 40' BUT MAINTAIN 50' LOT WIDTH AT BUILDING LINE MAXIMUM BLOCK LENGTH REQUIRED - 800' REQUESTED - 1300' WALL REQUIREMENT ALONG FINLEY BOULEVARD REQUIRED - SCREENING WALL REQUESTED - LANDSCAPING AND BERMS ALONG HIKE AND BIKE TRAIL TO MATCH LEONARD DRIVE LANDSCAPING AND BERMS 5. According to surveyor's interpretation of information shown on the National Flood Insurance Program (NFIP) "Flood Insurance Rate Map" (FIRM), Community Panel No. 48085C01603, dated June 2, 2009. The property appears to lie within Zone "X" and the entire property lies within a "Areas determined to be outside the 0.2% annual chance floodplain" zone as defined by the U.S. Department of Housing and Urban Development, Federal Insurance Administration, or the Federal Emergency Management Agency. 6. The above referenced "FIRM" map is for use in administering the "NFIP"; it does not necessarily show all areas subject to flooding, particularly from local sources of small size, which could be flooded by severe, concentrated rainfall coupled with inadequate local drainage systems. There may be other streams, creeks, low areas, drainage systems or other surface or subsurface conditions existing on or near the subject property which are not studied or addressed as a part of the "NFIP". lr-q'OBANNIST R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 0e90- 16-0'7 / / / / / REMAINDER OF / ANNA TOWN CENTER MIXED USE LLC / INSTRUMENT NUMBER 20150317000291340 O.P.R.C.C.T. / o -; 20' PERMANENT UTILITY EASEMENT a INSTRUMENT NUMBER / 20080806000959230, O.P.R.C.C.T. / `• 4 A=14°30'01" R=820.00' L=207.52' CB=N38°29'46"E CL=206.97' , O / / a �� / / LOT 1, BLOCK 1 a / ANNA TOWN SQUARE DETENTION POND INSTRUMENT NUMBER Q cdy o O.P.R.C.C.T. IRS �, / a'i J� / / �O / / / N440 15' 13"W 80.00' IRS IRS SEE SHEET NO. 1 MATCH LINE N490 29' 51"E 97.96' IRS 5 IRS A=14°30'01" R=900.00' L=227.77' CB=S38°29'46"W CL=227.16' A=18°15'38" R=1040.00' L=331.46' CB=N40°22'02"E CL=330.06' o° oo. 0 yam. A=18015'38" R=960.00' L=305.96' CB=S40022'02"W CL=304.67' REMAINDER OF ANNA TOWN CENTER MIXED USE LLC INSTRUMENT NUMBER 20150317000291340 O.P.R.C.C.T. VOvOF'4'oo6�0 LOT C-1 OPEN SPACE - COUNTY .ROAD 422 LOT 1 SHARP STREET VAS - - - - BLOCK C - _ 60' RIGHT-OF-WAY INSTRUMENT NUMBER 20161110010004610, O.P.R.C.C.T. VARIABLE WIDTH RIGHT-OF-WAY VARIABLE WIDTH RIGHT-OF-WAY i LOT 2 INSTRUMENT NUMBER INSTRUMENT NUMBER / 20150619000737760, O.P.R.C.C.T. 20151202001507680 O.P.R.C.C.T. TOMMY CUNNINGHAM CECIL BURL CUNNINGHAM / VOLUME 4802, PAGE 3430 INSTRUMENT NUMBER 20151123001471250 / O.P.R.C.C.T. O.P.R.C.C.T. LOT 5 LLJ ANNA CROSSING > Q PHASE 1A INSTRUMENT NUMBER 20150528010001710 Q o O.P.R.C.C.T. LU z=_ Q � = o un ��0�_0»_INI OF ANNA CROSSING PHASE 7 SEE SHEET NO. 1 M ATC P LINE 61.089 acres out of the Granderson Stark Survey, Abstract Number 798 City of Anna, Collin County, Texas 229 Lots & 17 Tracts Revision Date: April 2017 SHEET 2 OF 4 ENGINEER / SURVEYOR: BANNISTER ENGINEERING, LLC 240 NORTH MITCHELL ROAD MANSFIELD, TEXAS 76063 CONTACT: MICHAEL DAVIS, RPLS PHONE: 817-842-2094 Mike@bannistereng.com SKORBURG COMPANY 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS1 TEXAS 75225 PHONE: 214-522-4945 CONTACT:JOHN ARNOLD OWNER: ANNA CROSSING PHASE VII LNRD, LTD. ANNA TOWN CENTER NO. 7 / LNRD, LLC. ATC HAYSLETT LOT VENTURE, LTD. ANNA TOWN CENTER NO.3/WARN, LTD. ANNA TOWN CENTER NO.2/BRTO, LTD. ANNA TOWN CENTER N0.4/SHRP, LTD. ANNA TOWN CENTER NO.5 / HSLT, LTD. ANNA TOWN CENTER MIXED USE LLC 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § Continued: THENCE South 89 degrees 41 minutes 22 seconds West with the common line between said Anna Town Center No. 3 / WARN tract and said Anna Town Center 4/SHRP tract, a distance of 63.02 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a non -tangent curve to the left, whose long chord bears North 09 degrees 06 minutes 37 seconds East, a distance of 420.87 feet; OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS , acting by and through the undersigned, its duly authorized agent is the owner of a 61.089 acres (2,661,019 square feet) of land situated in the the Granderson Stark Survey, Abstract Number 798, City of Anna, Collin County, Texas; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed with Vendor' Lien to Anna Crossing Phase VII LNRD, Ltd., a Texas Limited partnership (hereinafter referred to as Anna Crossing Phase VII tract), as recorded in Instrument Number 20160914001223020, Official Public Records, Collin County, Texas (O.P.R.C.C.T.); said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 7 / LNRD, LLC. (hereinafter referred to as Anna Town Center No. 7 / LNRD tract), as recorded in Instrument Number 20150730000952720, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 7 / LNRD, LLC (hereinafter referred to as Anna Town Center No. 7 / LNRD tract), as recorded in Instrument Number 20140102000006050, O.P.R.C.C.T., and corrected in Instrument Number 20150730000952300, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described as Tract 4 in a Special Warranty Deed to ATC Hayslett Lot Venture, Ltd. (hereinafter referred to as Tract 4), as recorded in Instrument Number 20150129000101830, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a Correction Deed to Anna Town Center No.3/WARN, Ltd. (hereinafter referred to as Anna Town Center No.3/WARN tract), as recorded in Instrument Number 20070208000183560, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a General Warranty Deed with Vendor's Lien to Anna Town Center No.2/BRTO, Ltd. (hereinafter referred to as Anna Town Center No.2/BRTO tract), as recorded in Volume 5622, Page 1863, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No.5 / HSLT, Ltd. (hereinafter referred to as Anna Town Center No.5 / HSLT tract), as recorded in Volume 5717, Page 2431, O.P.R.C.C.T., said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed with Vendor's Lien to Anna Town Center Mixed Use LLC (hereinafter referred to as Anna Town Center Mixed Use tract), as recorded in Instrument Number 20150317000291340, O.P.R.C.C.T., said 61.089 acres (2,661,019 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING at a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northwest corner of said Anna Crossing Phase VII tract, same also being the existing Easterly right-of-way line of Dallas Area Rapid Transit (DART) as recorded in Volume 5443, Page 5532, O.P.R.C.C.T. and further described in a deed to Houston & Texas Central Railway Company (200' right-of-way), as recorded in Volume V, Page 603, Deed Records, Collin County, Texas; THENCE with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna Town Center No. 7 / LNRD tract for the following 4 courses: 1. South 71 degrees 15 minutes 41 seconds East, departing the existing Easterly right-of-way line of DART, a distance of 120.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 2. North 18 degrees 44 minutes 19 seconds East, a distance of 3.34 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 3. South 71 degrees 15 minutes 41 seconds East, a distance of 106.41 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 4. North 88 degrees 51 minutes 48 seconds East, a distance of 199.75 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE crossing said Anna Town Center No. 7 / LNRD tract for the following 6 courses: 1. North 20 degrees 18 minutes 05 seconds East, departing the North line of said Anna Crossing Phase VII tract, a distance of 5.36 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 2. North 88 degrees 51 minutes 53 seconds East, a distance of 67.56 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the beginning of a curve to the left, whose long chord bears North 85 degrees 41 minutes 20 seconds East, a distance of 94.18 feet; 3. Easterly with said curve to the left having a radius of 850.00 feet, through a central angle of 6 degrees 21 minutes 06 seconds, for an arc distance of 94.23 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 4. North 82 degrees 30 minutes 47 seconds East, a distance of 160.20 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the beginning of a curve to the right, whose long chord bears North 88 degrees 52 minutes 59 seconds East, a distance of 255.18 feet; S. Easterly with said curve to the right having a radius of 1150.00 feet, through a central angle of 12 degrees 44 minutes 24 seconds, for an arc distance of 255.71 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 6. South 84 degrees 44 minutes 49 seconds East, a distance of 230.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner, same being the North line of said Anna Crossing Phase VII tract; THENCE North 67 degrees 23 minutes 55 seconds East with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna Town Center No. 7 / LNRD tract, a distance of 70.84 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE North 73 degrees 03 minutes 12 seconds East, crossing said Anna Crossing Phase VII tract, a distance of 47.45 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE North 77 degrees 15 minutes 06 seconds East, continue crossing said Anna Crossing Phase VII tract, a distance of 195.43 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner in the North line of said Anna Crossing Phase VII tract; THENCE North 88 degrees 53 minutes 23 seconds East with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna Town Center No. 7 / LNRD tract, a distance of 870.71 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found; THENCE North 73 degrees 24 minutes 33 seconds East, continue with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna Town Center No. 7 / LNRD tract, passing at a distance of 40.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found, same beginning of a non -tangent curve to the left, whose long chord bears South 21 degrees 24 minutes 47 seconds East, a distance of 160.80 feet; THENCE Southerly, Anna Crossing Phase VII tract and with said non -tangent curve to the left having a radius of 960.00 feet, through a central angle of 9 degrees 36 minutes 30 seconds, for an arc distance of 160.99 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the right, whose long chord bears South 13 degrees 38 minutes 52 seconds East, a distance of 365.61 feet; THENCE Southerly, continue crossing said Anna Crossing Phase VII tract and with said curve to the right having a radius of 840.00 feet, through a central angle of 25 degrees 08 minutes 21 seconds, for an arc distance of 368.56 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 01 degree 04 minutes 42 seconds East, continue crossing said Anna Crossing Phase VII tract, a distance of 123.03 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE North 88 degrees 53 minutes 27 seconds East, continue crossing said Anna Crossing Phase VII tract, passing at a distance of 89.42 feet, the East line of said Anna Crossing Phase VII tract, same being the West line of that certain tract of land described in a deed to Anna Town Center No. 7 / LNRD, LLC (hereinafter referred to as Anna Town Center No. 7 tract), as recorded in Instrument Number 20150730000952720, O.P.R.C.C.T. and continue with said course and crossing said Anna Town Center No. 7 tract for a total distance of 120.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 01 degree 04 minutes 42 seconds East, continue crossing said Anna Town Center No. 7 tract, passing at a distance of 39.77 feet, the South line of said Anna Town Center No. 7 tract, same being the North line of said Anna Town Center No.5 / HSLT tract and continue with said course and crossing said Anna Town Center No.5 / HSLT tract, passing at a distance of 39.02 feet, the Northeast corner of said Tract 4 and continue with said course and the common line between said Tract 4 and the remainder of said Anna Town Center No.5 / HSLT tract for a total distance of 549.72 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the left, whose long chord bears South 02 degrees 20 minutes 19 seconds West, a distance of 111.12 feet; THENCE Southerly, continue crossing said Anna Town Center No. 5/HSLT tract and with said curve to the right having a radius of 1500.00 feet, through a central angle of 4 degrees 14 minutes 44 second, for an arc distance of 111.15 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner in the North line of that certain tract of land described as Tract 3 in a Special Warranty Deed to ATC Hayslett Lot Venture, Ltd. (hereinafter referred to as Tract 3), as recorded in Instrument Number 20150129000101830, O.P.R.C.C.T.; THENCE North 81 degrees 08 minutes 20 seconds West, continue crossing said Anna Town Center No. 5/HSLT tract and with the North line of said Tract 3, passing at a distance of 53.03 feet the West line of said Anna Town Center No. 5 HSLT tract same being the East line of the aforesaid Anna Town Center No. p 9 / � 9 3 / WARN tract and continue with said course and crossing said Anna Town Center No. 3 / WARN tract and continue with the North line of said Tract 3 for a total distance of 60.18 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a nont-angent curve to the right, whose long chord bears South 10 degrees 41 minutes 36 seconds West, a distance of 321.30 feet; THENCE Southerly, continue crossing said Anna Town Center No. 3 / WARN tract and with the West line of said Tract 3 and with said nont-angent curve to the right having a radius of 1440.00 feet, through a central angle of 12 degrees 48 minutes 39 seconds, for an arc distance of 321.97 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southwest corner of said Tract 3, same being the South line of said Anna Town Center No. 3 / WARN tract, same being the Northwest corner of that certain tract of land described as Anna Crossing, Phase 3A, an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Instrument Number 20160128010000280, P.R.C.C.T., same also being the North line of that certain tract of land described in a Warranty Deed to Anna Town Center 4/SHRP, Ltd. (hereinafter referred to as Anna Town Center 4/SHRP tract), as recorded in Volume 5631, Page 2600, O.P.R.C.C.T.; BAN N I S T R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090-16-07 THENCE Northerly, departing the North line of said Anna Town Center 4/SHRP tract and crossing said Anna Town Center No. 3 / WARN tract and with said non -tangent curve to the left having a radius of 1380.00 feet, through a central angle of 17 degrees 32 minutes 33 seconds, for an arc distance of 422.52 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE North 01 degree 04 minutes 42 seconds West, continue crossing said Anna Town Center No. 3 / WARN tract, a distance of 469.66 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 88 degrees 53 minutes 27 seconds West, continue crossing said Anna Town Center No. 3 / WARN tract, a distance of 536.04 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the left, whose long chord bears South 63 degrees 30 minutes 11 seconds West, a distance of 839.30 feet; THENCE Westerly, continue crossing said Anna Town Center No. 3 / WARN tract and with said curve to the left having a radius of 960.00 feet, through a central angle of 51 degrees 50 minutes 32 seconds, passing at an arc distance of 563.26 feet, the West line of said Anna Town Center No. 3 / WARN tract, same being the East line of the aforesaid Anna Town Center No. 2 / BRTO tract and continue with said course and crossing said Anna Town Center No. 2 / BRTO tract for a total arc distance of 868.62 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 37 degrees 40 minutes 22 seconds West, continue crossing said Anna Town Center No. 2 / BRTO tract, a distance of 28.35 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 37 degrees 33 minutes 48 seconds West, continue crossing said Anna Town Center No. 2 / BRTO tract, passing at a distance of 0.32 feet, the North line of the aforesaid Anna Town Center Mixed Use tract and continue with said course and crossing said Anna Town Center Mixed Use tract, for a total distance of 826.26 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the right, whose long chord bears South 43 degrees 32 minutes 19 seconds West, a distance of 215.93 feet; THENCE crossing said Anna Town Center Mixed Use tract for the following 5 courses: 1. Southwesterly with curve to the right having a radius of 1040.00 feet, through a central angle of 11 degrees 55 minutes 04 seconds, for an arc distance of 216.32 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 2. South 49 degrees 29 minutes 51 seconds West, a distance of 235.92 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the left, whose long chord bears South 40 degrees 22 minutes 02 seconds West, a distance of 304.67 feet; 3. Southwesterly with said curve to the left having a radius of 960.00 feet, through a central angle of 18 degrees 15 minutes 38 seconds, for an arc istance of 305.96 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 4. South 31 degrees 18 minutes 05 seconds West, a distance of 464.07 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the right, whose long chord bears South 50 degrees 08 minutes 02 seconds West, a distance of 582.70 feet; S. Southwesterly with said curve to the right having a radius of 900.00 feet, through a central angle of 14 degrees 30 minutes 01 seconds, for an arc distance of 227.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the existing Northeasterly right-of-way line of the terminus of Finley Boulevard (80' right-of-way), as recorded in Instrument Number 20161110010004610, O.P.R.C.C.T.; THENCE North 44 degrees 15 minutes 13 seconds West with the common line between the existing terminus of said Finley Boulevard and the remainder of said Anna Town Center Mixed Use tract, a distance of 80.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a non -tangent curve to the left, whose long chord bears North 38 degrees 29 minutes 46 seconds East, a distance of 206.97 feet; THENCE continue crossing said Anna Town Center Mixed Use tract for the following 7 courses: 1. Northeasterly with said non -tangent curve to the left having a radius of 820.00 feet, through a central angle of 14 degrees 30 minutes 01 seconds, for an arc distance of 207.52 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 2. North 31 degrees 18 minutes 05 seconds East, a distance of 464.06 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the right, whose long chord bears North 40 degrees 22 minutes 02 seconds East, a distance of 330.06 feet; 3. Northeasterly with said curve to the right having a radius of 1040.00 feet, through a central angle of 18 degrees 15 minutes 38 seconds, for an arc distance of 331.46 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 4. North 49 degrees 29 minutes 51 seconds East, a distance of 97.96 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; S. North 04 degrees 29 minutes 51 seconds East, a distance of 14.14 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 6. North 40 degrees 30 minutes 09 seconds West, a distance of 96.13 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the right, whose long chord bears North 24 degrees 51 minutes 24 seconds West, a distance of 291.26 feet; 7. Northwesterly with said curve to the right having a radius of 540.00 feet, through a central angle of 31 degrees 17 minutes 29 seconds, for an arc distance of 294.92 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the North line of said Anna Town Center Mixed Use tract, same being the South line of said Anna Town Center No. 2 / BRTO tract; THENCE North 89 degrees 42 minutes 47 seconds East with the common line between said Anna Town Center Mixed Use tract and said Anna Town Center No. 2 / BRTO tract, a distance of 81.15 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a non -tangent curve to the left, whose long chord bears South 25 degrees 38 minutes 27 seconds East, a distance of 235.97 feet; THENCE crossing said Anna Town Center Mixed Use tract for the following 8 courses: 1. Southeasterly with said non -tangent curve to the left having a radius 460.00 feet, through a central angle of 29 degrees 43 minutes 24 seconds, for an arc distance of 238.63 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 2. South 40 degrees 30 minutes 09 seconds East, a distance of 79.16 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 3. South 85 degrees 30 minutes 09 seconds East, a distance of 21.17 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 4. North 49 degrees 29 minutes 51 seconds East, a distance of 32.99 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the left, whose long chord bears North 46 degrees 15 minutes 38 seconds East, a distance of 107.06 feet; 5. Northeasterly with said curve to the left having a radius of 948.00 feet, through a central angle of 06 degrees 28 minutes 27 seconds, for an arc distance of 107.12 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 6. North 50 degrees 09 minutes 15 seconds East, a distance of 74.01 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the beginning of a curve to the left, whose long chord bears North 38 degrees 06 minutes 29 seconds East, a distance of 17.70 feet; 7. Northeasterly with said curve to the left having a radius of 960.00 feet, through a central angle of 1 degree 03 minutes 23 seconds, for an arc distance of 17.70 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; 8. North 37 degrees 33 minutes 48 seconds East, a distance of 796.51 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the North line of said Anna Town Center Mixed Use tract, same being the South line of the remainder of said Anna Town Center No. 2 / BRTO tract; THENCE North 72 degrees 37 minutes 22 seconds West with the common line between said Anna Town Center Mixed Use tract and the remainder of said Anna Town Center No. 2 / BRTO tract, passing at a distance of 42.59 feet, the West line of said Anna Town Center No. 2 / BRTO tract, same being the East line of said Anna Town Center No. 7 / LNRD tract and continue with said course and the common line between said Anna Town Center Mixed Use tract and said Anna Town Center No. 7 / LNRD tract for a total distance of 83.18 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 88 degrees 55 minutes 50 seconds West, continue with the common line between said Anna Town Center No. 7 / LNRD tract and said Anna Town Center Mixed Use tract, a distance of 841.95 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the Northerly Northwest corner of said Anna Town Center Mixed Use tract, same being an East line of the remainder of said Anna Town Center No. 2 / BRTO tract,; THENCE North 10 degrees 25 minutes 10 seconds West with the common line between said Anna Town Center No. 7 / LNRD tract and said Anna Town Center No. 2 / BRTO tract, a distance of 53.08 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE South 88 degrees 51 minutes 48 second West, continue with the common line between said Anna Town Center No. 7 / LNRD tract and said Anna Town Center No. 2 / BRTO tract, a distance of 595.82 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the existing Easterly right-of-way line of said DART; THENCE North 18 degrees 43 minutes 44 seconds East with the existing Easterly right-of-way line of said DART, a distance of 334.83 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE North 18 degrees 45 minutes 20 seconds East, continue with the existing Easterly right-of-way line of said DART, a distance of 695.32 feet to the PLACE OF BEGINNING, and containing a calculated area of 61.089 acres (2,661,019 square feet) of land. THAT, ANNA CROSSING PHASE VII LNRD, LTD., ANNA TOWN CENTER NO. 7 / LNRD, LLC., ATC HAYSLETT LOT VENTURE, LTD., ANNA TOWN CENTER NO.3/WARN, LTD., ANNA TOWN CENTER NO.2/BRTO, LTD., ANNA TOWN CENTER NO.4/SHRP, LTD., ANNA TOWN CENTER NO.5 / HSLT, LTD., ANNA TOWN CENTER MIXED USE LLC, acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ANNA CROSSING PHASE 4, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at anytime of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the day of 2017. ANNA CROSSING PHASE VII LNRD, LTD., ANNA TOWN CENTER NO. 7 / LNRD, LLC., ATC HAYSLETT LOT VENTURE, LTD., ANNA TOWN CENTER NO.3/WARN, LTD., ANNA TOWN CENTER NO.2/BRTO, LTD., ANNA TOWN CENTER NO.4/SHRP, LTD., ANNA TOWN CENTER NO.5 / HSLT, LTD., ANNA TOWN CENTER MIXED USE LLC: STATE OF TEXAS: COUNTY OF COLLIN: BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared , known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of , 2017. Notary Public in and for My Commission Expires: County SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF TARRANT § THIS is to certify that I, Michael Dan Davis, Registered Professional Land Surveyor Number 4838 for the State of Texas, have performed, for this plat, an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction or supervision. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED AS A FINAL SURVEY DOCUMENT Michael Dan Davis DATE: Registered Professional Land Surveyor No. 4838 BANNISTER ENGINEERING, LLC T.B.P.L.S. REGISTRATION NO. 10193823 240 N. MITCHELL ROAD MANSFIELD, TEXAS 76063 Office (817) 842-2094 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a notary public in and for said County and State, on this day appeared personally Michael Dan Davis, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledge to me that he has executed the same for the purpose and consideration therein expressed. Given under my hand and seal of office this day of , 2017. Notary Public in and for the State of Texas My Commission Expires: STATE OF TEXAS § COUNTY OF COLLIN § I, , Mayor, City of Anna, Collin County, Texas, do hereby certify that the above plat and dedication was approved by the City of Anna, Texas, for filing in the map or deed records of Collin County, Texas, on the day of , 2017. Mayor City of Anna, Texas ATTEST: City Secretary City of Anna, Texas FINAL PLAT OF ANNA CROSSING PHASE 7 61.089 acres out of the Granderson Stark Survey, Abstract Number 798 Cityof Anna Collin County,Texas 229 Lots & 17 Tracts Revision Date: March 2017 SHEET 3 OF 4 ENGINEER / SURVEYOR: BANNISTER ENGINEERING, LLC 240 NORTH MITCHELL ROAD MANSFIELD, TEXAS 76063 CONTACT: MICHAEL DAVIS, RPLS PHONE: 817-842-2094 Mike@bannistereng.com DEVELOPER: SKORBURG COMPANY 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 CONTACT: JOHN ARNOLD OWNER: ANNA CROSSING PHASE VII LNRD, LTD. ANNA TOWN CENTER NO. 7 / LNRD, LLC. ATC HAYSLETT LOT VENTURE, LTD. ANNA TOWN CENTER NO.3/WARN, LTD. ANNA TOWN CENTER NO.2/BRTO, LTD. ANNA TOWN CENTER N0.4/SHRP, LTD. ANNA TOWN CENTER NO.5 / HSLT, LTD. ANNA TOWN CENTER MIXED USE LLC 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 10 BLOCK 11 BLOCK 12 TRACTS Lot Area Table Lot Area Table Lot Area Table Lot Area Table Lot Area Table Lot Area Table Lot Area Table Lot Area Table Tract Area Table Lot No. Area Lot No. Area Lot No. Area Lot No. Area Lot No. Area Lot No. Area Lot No. Area Lot No. Area Tract No. Area 1 6478 SF 1 7429 SF 1 8377 SF 1 7201 SF 1 10029 SF 9 7202 SF 1 8670 SF 1 7202 SF 1 65180 SF 2 8103 SF 2 6412 SF 2 8061 SF 2 6238 SF 2 8195 SF 10 195919 SF 2 6000 SF 2 6002 SF 2 7783 SF 3 8190 SF 3 6610 SF 3 6002 SF 3 7522 SF 3 6289 SF 11 195919 SF 3 6000 SF 3 6002 SF 3 3113 SF 4 7803 SF 4 6766 SF 4 5997 SF 4 6991 SF 4 6289 SF 12 195919 SF 4 6000 SF 4 6002 SF 4 12892 SF 5 6725 SF 5 6858 SF 5 5835 SF 5 6013 SF 5 6289 SF 13 195919 SF 5 6000 SF 5 6002 SF 5 12892 SF 6 6521 SF 6 6888 SF 6 6187 SF 6 6037 SF 6 6261 SF 14 196010 SF 6 6031 SF 6 6028 SF 6 6446 SF 7 6318 SF 7 6887 SF 7 6696 SF 7 6037 SF 7 6266 SF 15 196974 SF 7 6169 SF 7 6160 SF 12 20943 SF 8 6152 SF 8 6868 SF 8 6708 SF 8 6037 SF 8 6265 SF 16 200264 SF 8 6201 SF 8 7063 SF 13 41618 SF 9 6047 SF 9 7467 SF 9 6571 SF 9 6037 SF 9 6265 SF 17 218372 SF 9 6353 SF 9 6692 SF 14 1686 SF 10 6004 SF 10 7295 SF 10 7998 SF 10 6019 SF 10 6266 SF 18 195930 SF 10 7730 SF 10 8967 SF 15 56566 SF 11 6000 SF 11 7086 SF 11 7260 SF 11 6002 SF 11 12 13 14 15 16 17 18 19 20 6286 6289 6289 6286 6262 6251 9072 8679 6014 9125 SF SF SF SF SF SF SF SF SF SF 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 195976 SF 6026 SF 6015 SF 6014 SF 8941 SF 12724 SF 6327 SF 6120 SF 6120 SF 6120 SF 6120 SF 6120 SF 6120 SF 6026 SF 6617 SF 6830 SF 6848 SF 8011 SF 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 8344 11949 8412 6243 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 9050 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 32 33 2966 1749 SF SF 12 6008 SF 12 6877 SF 12 11345 SF 12 6008 SF 13 6066 SF 13 6708 SF 13 8934 SF 13 6033 SF 14 6186 SF 14 6618 SF 14 8896 SF 14 6037 SF 15 6350 SF 15 8325 SF 15 7993 SF 15 6037 SF 16 6521 SF 16 7786 SF 16 6973 SF 16 6036 SF 17 6664 SF 17 6000 SF 17 7280 SF 17 6018 SF 18 6482 SF 18 8518 SF 18 7250 SF 18 6004 SF 19 6011 SF 19 12355 SF 19 7418 SF 19 6000 SF 20 6014 SF 20 12010 SF 20 7406 SF 20 6000 SF 21 6084 SF 21 9871 SF 21 6977 SF 21 6000 SF 22 9810 SF 22 6600 SF 22 6618 SF 22 8827 SF 23 8509 SF 23 6600 SF 23 6525 SF 23 7737 SF 24 12193 SF 24 6600 SF 19998 SF 25 6603 SF 8599 SF 26 6059 SF 6229 SF 27 6208 SF 6006 SF 28 6449 SF 6006 SF 29 6727 SF 6005 SF 30 7005 SF 6004 SF 31 7280 SF 6004 SF 32 7466 SF 6243 SF 33 7473 SF 6002 SF 34 8727 SF 6002 SF 6001 SF 6000 SF 6000 SF 5999 SF 5998 SF 5999 SF 24 8599 SF 25 25 8300 SF 26 26 7201 SF 27 27 6963 SF 28 28 8805 SF 29 29 8827 SF 30 30 6000 SF 31 31 6000 SF 32 32 6004 SF 33 33 6021 SF 34 34 6037 SF 35 35 6037 SF 36 36 6037 SF 37 37 6029 SF 38 38 6007 SF 39 39 6001 SF 40 40 6013 SF 41 41 6035 SF 42 6037 SF 43 6037 SF 44 6037 SF 45 7274 SF 46 6857 SF 47 6965 SF 48 7099 SF ffk-q'"B AN N I S T E R 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 0.90-16-07 FINAL PLAT OF ANNA CROSSING PHASE 7 61.089 acres out of the Granderson Stark Survey, Abstract Number 798 City of Anna, Collin County, Texas 229 Lots & 17 Tracts Revision Date: April 2017 SHEET 4 OF 4 ENGINEER / SURVEYOR: BANNISTER ENGINEERING, LLC 240 NORTH MITCHELL ROAD MANSFIELD, TEXAS 76063 CONTACT: MICHAEL DAVIS, RPLS PHONE: 817-842-2094 Mike@bannistereng.com DEVELOPER: SKORBURG COMPANY 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 CONTACT:JOHN ARNOLD n1nrniGD- ANNA CROSSING PHASE VII LNRD, LTD. ANNA TOWN CENTER NO. 7 / LNRD, LLC. ATC HAYSLETT LOT VENTURE, LTD. ANNA TOWN CENTER NO.3/WARN, LTD. ANNA TOWN CENTER NO.2/BRTO, LTD. ANNA TOWN CENTER N0.4/SHRP, LTD. ANNA TOWN CENTER NO.5 / HSLT, LTD. ANNA TOWN CENTER MIXED USE LLC 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 PHONE: 214-522-4945 CITY OF ANNA, TEXAS RESOLUTION NO. rW)(. n - 1L � i,/) A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A PRELIMINARY PLAT OF ANNA TOWN CROSSING PHASES 740; APPROVING A REQUEST FOR A WAIVER OF CERTAIN REQUIREMENTS IN PART IIImA, ARTICLE 3, SECTION 1.15 REGARDING BLOCK LENGTHS; APPROVING A REQUEST FOR A WAIVER OF CERTAIN REQUIREMENTS IN PART III-B TABLE 2,1, DESIGN CENTERLINE RADIUS ALONG LEONARD BLVD.; AND AP SCREENING DEVICE FOR FINLEY BLVD. STANDARDS REGARDING PROVING AN ALTERNATIVE WHEREAS, in order to provide for the orderly development of land within the Anna city limits, the City Council of the City of Anna, Texas (the "City Council") has adopted Part 111-A of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Anna Town Center No. 7-Lnrd, Ltd has submitted an application for approval of a preliminary plat of the Anna Town Crossing Phases 7-10 Subdivision; WHEREAS, Article 1, Section 10 of the Subdivision Regulations allow the City Council to consider waivers or suspensions of certain provisions of the Subdivision Regulations where the Council finds that undue hardships will result from strict compliance with certain provisions, or where the purposes of the City regulations may be served to a greater extent by an alternative proposal; and WHEREAS, Anna Crossing AMC, Ltd is requesting that the City Council vary the requirements in Part - III A Section1.15 of the Subdivision Rules and Regulations regarding Maximum and Minimum Length of Block or Street Segments for Blocks 2, 4, 5, 6, 8, and 25; and WHEREAS, Anna Crossing AMC, Ltd is requesting that the City Council waive or vary the requirements in Part - III B Table 2.1 of the Design Standards regarding minimum radius of 6 lane divided thoroughfare (Leonard Blvd.) within the Anna Town Square development; and WHEREAS, The City Council finds that the reduced minimum radius on Leonard Blvd. will have a calming effect on traffic traversing through the developmenfi; and WHEREAS, the Planning and Zoning Commission has reviewed these waiver requests on September 6th0 2016 and recommended that the City Council approve the waivers subject to compliance with the certain conditions described herein; and WHEREAS, the City Council finds that granting the waivers will not be detrimental to the public safety, health or welfare, and will not be injurious to other property or to the owners of other property, and the waiver will not prevent the orderly subdivision of other property in the vicinity; and WHEREAS, the City Council finds that the conditions upon which the request for a waivers) is based are unique to the property for which the waiver is sought, and are not applicable generally to other property; and RESOLUTION NO.' ��'"'PAGE 1 OF 3 WHEREAS, the City Council finds that because of the particular physical surroundings, shape and/or topographical conditions of the specific property involved, a particular undue hardship to the property owner would result, as distinguished from a mere inconvenience or increased expense, if the strict letter of these regulations is carried out; and WHEREAS, the City Council finds that the waivers) will not in any manner vary the provisions of the Zoning Ordinance, Comprehensive Plan (as amended), or any other adopted plan(s) or ordinance(s) of the City; and WHEREAS, the City Council finds that an alternate design will generally achieve the same result or intent as the standards and regulations prescribed in City's regulations; WHEREAS, the applicant has requested approval of an alternative screening device on Finley Blvd, to match Leonard Drive screening by using landscaping and berms as shown in Exhibit A-D; and WHEREAS, Section 7.01 (F} of the Anna Subdivision Rules and Regulation establishes the process and rules for approving Screening Wall Alternatives, and WHERAS, the City Council has made the appropriate analysis of the landscape and berm system requested, and finds and determines that approval of the Alternate screening material is appropriate and serves the interests of the citizens of Anna; NOW THEREFORE, BE 1T RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: SectionRecitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Preliminary Plat The City Council hereby approves the preliminary plat of Anna Town Crossing Phases 7-10 attached hereto as Exhibifi E. Section 3. The City Council hereby approves a variance of the minimum centerline radius of Leonard Drive from 1200' to 800', as more fully described and illustrated on Exhibit E. Section 4. The City Council hereby approves a variance of the maximum allowed block length from 800' up to 1,300' for Blocks 2, 4, 5, 6, and 8, as more fully described and illustrated on Exhibit E. Section 5. The City Ccunci! hereby approves a variance of the minimum allowed block length from 400' to 335' for Block 25, as more fully described and illustrated on Exhibit E. Section 6. The City Council hereby approves the Alternate screening method of landscaping and berms for the screening devices required by the Subdivision Regulations adjacent to Finley Blvd, as more fully described and illustrated in Exhibits A, B, C, and D attached hereto, PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 11th, day of October 2016. ATTEST: City Secretary Carrie'L. Smith Exhibits A-E RESOLUTION NO.c��,'� ��% � ��..� .,� �� -� /'� ,, ..,;q/jj . � e � e � s � a I�I�y�r Mike m . ,� .• / �� � � Crist PAGE30F3 'y}}� � y r j// W ���,{ ��R ..-- L� � . \ ` � to p; (Syxw 66-%T�j, itollywasin 11111,-- NVId JNISVHd 321 nbS NMOI VNNV "Is6frewas I14m1wits I EmtxLlmwuVli 1 vwa mint "if oIz 7T JNI�J99N10N3` SVX3iVNNd V Q Ff I■ I S I N m v E[ �,,� iwnbS NMOI VNNV S1N3W3IAOWWI iD3IUS 3ABN AgINI3 t W V A s Rau (('il I I it 1 1 R l 1 11 I !! 11 is d d 1 .I tt i! I i! 'I kl R R 2 ,! it p !f If yit ~' I tE !! u is •r, i1 1! ii i! q !E C it nr! 6i sq 3' tt ;! R i! 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As designed the post development storm water runoff rate shall be less than or equal to the predevelopment rate for all storm events required by the City's criteria. As such no damage to downstream property from an increase in the storm water discharge rate is anticipated. Respectfully, Bannister Engineering, LLC Cody R. Brooks, P.E. Project Manager OF 1 .. 4........ ...... ........:... CODY R. BROOM ........ 0................. :..� 120167 ;& y_z�=zDiT Bannister Engineering, LLC • 240 N. Mitchell Road • Mansfield, Texas 76063 • 817-842-2094 • 817-842-2095 fax 9 TBPE 10599 9 TBPLS 10193823 I Item No. 5.h. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Resolution approving a final plat of West Crossing Ph. 7. (Maurice Schwanke) SUMMARY: Bloomfield Homes of Texas. has submitted an application for approval of a final plat of the West Crossing Phase 7 Subdivision. The West Crossing Ph.7 final plat contains 15.9 acres located in the Henry Brantley Survey, Abstract No. 71. Within this project 85 residential lots are proposed. The plat layout is in conformance with the approved preliminary plat which contemplated a variance to the subdivision rules and regulations. The variance was previously approved and is outlined in City Council Resoltuion No. 2016-11-247 (attached). The variance is also listed on the plat document. The plat is in conformance with the existing zoning for the property. The City has received a sealed letter from the project engineer stating that stormwater run-off from the development will not adversely impact downstream properties. The Planning and Zoning Commission approved this plat during their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this final plat. ATTACHMENTS: Description Resolution approving the Final Plat of West Crossing Ph 7 Exhibit 1, Final Plat West Crossing PH 7 Resolution 2016-11-247 Location Map Drainage Letter- No adverse Impact Upload Date Type 5/3/2017 Resolution 4/28/2017 Exhibit 5/4/2017 Backup Material 4/27/2017 Exhibit 4/28/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF WEST CROSSING PHASE 7. 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, Bloomfield Homes of Texas. has submitted an application for approval of a final plat of the West Crossing Phase 7 Subdivision; 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 West Crossing Phase 7 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 9t", day of May, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist © 2U1 / West onal Services, Inc. GRAPHIC SCALE 1 •• •• 0 •• 120 - - - - - - - - - - - _ ----------- / 1 /� BLOOMFIELD HOMES L.P.-- I FUTURE WEST CROSSING PHASES 65' DRAINAGE EASEMENT �I SEPARA TE INSTRUMENT TRACT A I P.D. ZONING 25x5O' STREET, DRAINAGE, 1 INSTR.#20131227001685590 & UTILITY EASEMENT J O.P.R.C.C.T. S82000'56"E 50.79' SEPARATE INSTRUMENT LINE TABLE LINE TABLE CURVE TABLE LINE # LENGTH BEARING LINE # LENGTH BEARING CURVE # DELTA RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH L1 17.27 N48017'38"W L8 50.97 S62018'04"E C1 34057'44" 845.00' N72002'03"W 507.66' 515.63' L2 15.93 N89007'39"W L9 50.97 S58003'55"E C2 34057'44" 820.00' N72002'03"W 492.64' 500.37' L3 49.51 S81 °45'42"E L10 60.12 S53029'27"E C3 4015'53" 795.00' N70050'41 "W 59.16' 59.17' L4 50.97 S79022'26"E L11 65.08 S57014'39"E C4 34034'28" 225.00' S71050'25"E 133.72' 135.77' L5 50.97 S75006'33"E L12 80.26 S57014'39"E C5 34034'28" 250.00' S71 °50'25"E 148.58' 150.86' L6 50.97 S70050'41 "E L13 53.23 S71 °28'28"E C6 34034'28" 275.00' S71 °50'25"E 163.44' 165.95' L7 50.97 S66034'48"E C7 2014'59" 7030.50' N88023'26"W 276.05' 276.06' C8 2014'59" 7005.50' N88023'26"W 275.06' 275.08' C9 2002'41" 6980.50' N88017'16"W 249.09' 249.10' CIO 53029'43" 480.00' N60031'04"W 432.06' 448.16' C11 53029'43" 505.00' N60031'04"W 454.56' 471.50' C12 53029'43" 530.00' N60031'04"W 477.07' 494.84' C13 14031'25" 275.00' S41 001'55"E 69.52' 69.71' C14 14031'25" 300.00' S41001'55"E 75.84' 76.05' C15 14031'25" 325.00' S41 001'55"E 82.16' 82.38' / S85001'59"E 50.79' S78°57'52"E 50.79' L z /// --- S87°43'44"E 53.10' S75054'48"E 50.79' S8903055"E 270.13' S720581301)E 50.79' 50x50' STREET DRAINAGE, a / / / 50ROw 60.02' 54.05' 54.06' 52.00' 53.10' 44 25' & UTILITY EASEMENT o / / 25' 1 25' 6.54 37.33 S690 43 36 E 50.79, SEPARATE INSTRUMENT i' / / / / o I m � � w 13.46 20.38' 30.41' F- ------------------i------- / O o o o in o in o Block 3 27.31' 3 /-S66043'49"E V.o 3'16 N�15 �14 � 13 � 12 00 o 'FF' N N 23.48' N00029 49 E 2.00_---- 25'x25' 0 0 0 ° 10 4 7.72' �o 9 .bl.t O o Ln ° I f N00°29'49"E 111.00' � 51 "y cn v, U) cn 0 o 0 0 - N ^ 16.56 4g S89 3011 E 115.50 Easement 20'B.L. _U) � o o c $ cry ^� S89°30'55"E 285.50' N I � ,- - - - co d- ,w � 9.67' S 1 0 60.04 54.05 54.06 56.11 49.11 51 03'- _ 0 0 7 ,N 2.3>• I I 5' Utility Easement I n s tr. #20091119001409 490 49.37' 64045'40"E 52.37' 115.50' 0 O 51 1 N cn CHATSWORTH DRIVE 04' - t i o o 4.42' S 0 5 0 N �_ 285.50' - - - 249.27' - 0 5104, 5 \ 20' N 6 �0 09 e h^� � 9' BLOOMFIELD HOMES L.P. TRACT B PROPOSED WEST CROSSING PHASE 6 P.D. ZONING INSTR.#20131227001685590 - O.P.R.C.C.T. GLENDALE DRIVE -_-_ T ---- ---- - /-S59°14'56"E 55.41' 1 I I I I 40 39 38 N ,� � ' 35.56' - _ �. o• 5 11 �57°21'44"E 103.96' n �, S89 30'55"E 499.21' 03 O N h ^ N , 6.15 TWO-J PARTNERS LLLP S89°30'11"E C7 51.01, \ �N ^ o S063 C 60.50'_-55.00' 55.00'_ _55.00'_-55.00'- _55.00'- _55.00' 55.00' - - 55.00'_ - 46.40'- _64 73, \2 4g >7,\ rye^ ' 4 �h 1 INSTR.#20080509000562490 1 115.50' J } _ O.P.R.C.C.T. O 4 0 0 1 �25'x25' w � w 2o'B.L. w w w w w w 2o'B.L. 9.28 _ 1--59.17' - \ 0 0o Q)/ ; �i N I o Visibility in in in " �'� Ld w ,59. 17, C,3 \ S7 S 0 O 7S1 CD CD �_ �- �- �_ I111 S89°30'11 "E Z o Easement 0) C� M 0 o o M o o CD o o o r� -o �S9 7). 9' S7 \��^ J� 3 �� 12'U.L.S W3E6� 1 00 115.50' O N I o 22 0 _0 23 0 0 24 0 _0 25 0 _0 26 0 0 27 N o 28 N o 29 0 0 30 0 0 31 0 0 32 o ;o o �, �%� \ S>'� ^� O`� E"' o O O O O o 0 O o 1 oBIOCk _0 p� m o o O O O O O O o Block o 33 o o �S9 7>> S �c�, ^ 2 �y- 116 3 p4 z z z z z z z z z �EE� z o O 34 , o, 8� S89 30'11 "E 1 0 2 \ 1 o I �• S9 2 O 25'x25' 1 u7 z N o �0 6 8' o w r- N 60.52' 55.00' 55.00' 55.00 55.00 55.00 55.00 55.00 55.00 I--S' ° 35 !� o � 7�' oe �' Visibility I O 115.50'1 VUE o p" o o 55.66 49 3 L4E Z o o' 36 O� o \ \ S ��o� ti`' 6, Easement A0_ 51 N %0 g g,-- 15.93O 2O 10 1�1 o'uE 5, 44 L5 �,, o �, 7w E 7' Lo CN 0 1 w w w w w w U I 8 35.g �6 cy� 37 0 \ tih C473.99'-1 N a, _ i� " 6.10 3 15.11 S89 30 11 E o 0 0 0 0 0 0 0 0 � � o � in ., � o � N O 21 0)0 20 6)0 19 00 18 0)0 17 �0 16 oM 15 00 14 � o� �� N- 3 24.06 �� Q, o' '�" 289 \ o l 0 115.50 1 o N o_ N o N o N o r� o O o 13 o 12 in oo co 3 ^ a 8' o w O o- o O o- o N � CN N �i n ,.ri 11 0 0 3 0 `� 38 h - L2 0 o N 1 25'x25' O j 25'x25' O O O �w O O o ° O O - r j 10 0 ,� , 0 � 0 18.95' T o- o O O O D O o o N �n o - 26.91 4 o p 0 C 1 z o o Visibility 50ROW Visibility Z z z o Z , z U) z O O r7 N 9 47 8 O. /\ 9' 6 1 o 15'B.L. Easement O 25' 25' Easement- 20 B L. A5.00'_ 10.48 _�20'B.L.z N ^� ,� 9S' �� �39 MAD ,/ -106 45'56' O o $ ,� ^ 17.98' <44.32115.50'60.55' 55.00' 55.00' 44.36' 54.15' 54.14' 54.13' 54.11 4 o� CO � J 15.93' I 9.06' 50.43' 9 � � o^ � 7 ,;� 5N ,� 40 �� � 0. 12' - 140.50' - - - 294.91' - - SHELDON DRIVE C C8 46 4g 4 �`�' �, 9.02' ��� ,� '` N _ / ^ 25'x25' S89°30'55"E 435.41' - - 6' 0"7 60 /� � N 41 Visibility II I S1 r 7 / 5' Easement 89004'08"E 53.67' 40' 1 40' 1 I Block N I I I 1 2 3 I y I Ex. 10' Water Line Easement ILL I n str. #20080403000374420 - - CHATSWORTH DRIVE - I I 25 I 24 I 23 s 46'\ \moo ^ 6 h� � 2' �F = N Co I^ I N N a; 42 I� L2'1 TSWORTH c9 50.00'_ _50.00'- - 50.00'_ _50.00'--50.05'--50.14'-50.23' 60.00'� �1 60.00'_-50.01'_ 50.01'_ _50.02'_ 39.06'_ _ 4 °h / s �77 ° DETAIL A } _ 9 �s' �o ^� ,� (o �l RIVE 20' DRAINAGE EASEMENT �{ w w LLJ 20'B.L. w w w 25x25' 1 is w 25'x25' 20'B.L. - 28 60 \ A 9� �� ^ 5 ,�O ^/�s� 2Q, co / 44N.T.S. SEPARATE INSTRUMENT w o - - - - " Visibility I 8 Visibility w w o w w 1 7.67 98 \ C, 9 A ,�1 4� F -/ / / 35. 9 3 C w o� o in LO in " - _ w C 2 6'� o A� m// J Z Easement O Easement io in - 7 �7 / O u7 u7 O O O O O O N 00 p a� rn o rn o � o in 0 M 0 - � W � � .Sg � �Q � ��O �^o4 �<v 92' 2 "'/ /l m 0.1 2' c�j co a N 0 ao �, o� M o aMo O N o \ 9g 9 / , N 29 �,I^ 28 No; 270 N 26 0a; 25 0�24 0m 23 0a; 22 m�Oa aoajl2 Nm 13 No 14 No15 °' 16 D40 !�� ,cv A J ti 10 /// LOT42 00 O N N O O O O O u7 � O � Ln � O N o N o N 00 O 17 � �O \ 6J R / �� °� Dc 78' 22 r; O O o o O O z 0 O O u� `n , S C f �73 // BLOCK EE U -� u7 0 0 z z Block z z z 1 O'U E-�I I 1�10'U E O 0 0 � o O S' 7� �, w m 0 z I 50'ROW I z z z o 0 - v 18 a, ,,- AS \ `� ` 3 ,o°� �2 s323, c; 16.86 CC 1 25' 25' z o, N 19 60 6�'� o�� ��` S wE l� l 3q 45' 50.00' 50.07' 50.14' 50.23' 60.00' 60.02' 50.02' 50.02' 50.02' 47.28' 45 72, BIOCk �co ^(V 20 ,,��,, o o S 2 h / / O / 21 I 5A g�' �3g 38 c.I.R.F. N89044'35"W 327.30' C.I.R.F. N88°02'23"W 257.35' C.I.R.F. 4S 'DD' _ �. �< a o 0, co _494O Block C.I.R.F. 453g ^��' ^`ti21 ,� � 9s6, \ ,�o ^ory /�; / 1 5� 9 W 6 s "' ^ 1 /WEST CROSSING PHASE 3 1 CSI.R.F\ 17 1 o Lv N78°50'23"W 45.72' oho' q�^ \ >�' �� 26.22' // , / P.D. ZONING 18 19 20 21 O Block A s w / Volume 2013, Page 312 � > 11 10 7 C.I.R.F. o ��o s0 �o \ / P.R.C. C.T. �o 16 9 8 DD 7 �Dc 22 �� s 5� 0' Q z \ O 6 S A `L `�' \ // 20 �WN Ex.10'u.E -1 z I�Ex.1O'U.E. N69°38'11 "W 90.55' S o�`° ,�� \ \ 43.49 �1 16.68 --- ------------ N57°42 54 W 90.14 ��- �'� / -_C.I.R.F. 6' F, \\S �, Block z o 15 / BLOOMFIELD HOMES L.P. / `�s- 23 ��, 17.20' s \ / / 15 L O ��� I z �N // N EULBOURNE DRIVE TRACT 4 1� S- Cs / 16 Qu- - - - -PROPOSED WEST CROSSING PHASE 5� -\ 6.11'��` o NNE o m I I N P.D. ZONING \ �S ,,<c, S L1 25'x25' L-- A=50°00'06" N 1 24 , Q) �' / Visibility / �- , 14 � INSTR.#20131227001685590 � � � Easement � R=530.00 I--- --- - - --- - O.P.R.C.C.T. - - -� 3 � o, 16.69' o , \ I - , „/ / s ,�� /, \\ CB=S25 52 24 W N35°22 14 W 90 50 F ° ? N /��' CALDER CH-447 99' Subject Tract Pn Phl Lair VICINITY MAP (Not To Scale) 5'Ut c v 3 STREET L UE, 10' wide, except where noted Typical Public Utility Easements (where designated on plat) NOTE: UE easements are parallel and perpendicuar to street right of ways and lot lines unless otherwise shown. 0 10' Cn `reet ROW ' Street to Street Intersection 10' x 10' Sidewalk and Utility Easement (Typical) 25' x 25' Visibility Easement .(Typical) -25' FINAL PLAT OF WEST CROSSING PHASES 7 286211 \\ �q� ���G 01 25 �'�� 25'x25' COURT L-462.53' 85 LOTS/ 15.879 ACRES , �� Visibility / \ Easement, �'�s s• 2 '�9� .�%/�' / OUT OF THE \ \ a HENRY BRANTLEY SURVEY, ABSTRACT NO. 71 NOTES: >> F i37' X' found F / IN THE LEGEND 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY // oOJ�j'0 1 in concrete / 14 \ SUBDIVISION ORDINANCE AND STATE PLATTING STATUTES AND IS SUBJECT TO FINES AND o1�1 � CITY OF ANNA COLLIN COUNTY TEXAS UE - Utility Easement DE - Drainage Easement ULSWE - Utility, Landscape, & Screening Wall Easement BL - Building Line 0 - 5/8" Iron rod with yellow cap stamped "Westwood PS" set CIRF - Capped Iron rod found IRF - Iron rod found O.P.R.C.C.T. - Official Public Records, Collin County, Texas P.R.C.C.T. - Plat Records, Collin County, Texas WITHHOLDING OF UTILITIES AND BUILDING CERTIFICATES. / \� Qy �o ,S50°52'27"W 87.78' ' 190 OWNER 2. NO PORTION OF THIS ADDITION IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DEFINED BY / / 13 FLOOD INSURANCE RATE MAP NO. 48085CO160J AND DATED JUNE 2, 2009 ' / � \ �//// 12 3. A VARIANCE REQUESTED FOR AN OVER LENGTH BLOCK TO BE ALLOWED. SURVEYOR'S NOTES: 38 \ / Block �/ 1. ALL CORNERS SET ARE MONUMENTED WITH A 5/8" DIAMETER IRON ROD WITH YELLOW PLASTIC // POINT OF 2 CAP STAMPED "WESTWOOD PS" UNLESS OTHERWISE NOTED. / / \ BEGINNING 2. ALL COORDINATES SHOWN ARE TEXAS STATE PLANE, NAD83 (CORS96), TEXAS NORTH CENTRAL ZONE 4202, NAVD88, U.S. SURVEY FEET WITH A COMBINED SCALE FACTOR OF 1.00015421. BEARING BASIS IS GRID NORTH. BLOOMFIELD HOMES L.P. 050 E. HIGHWAY 1 14, SUITE 210, SOUTHLAKE, TX. 76092 8 1 7-4 1 6- 1 572 DON@BLOOMFIELDHOMES.NET ENGINEER/SURVEYOR Westwood Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 Toll Free (888) 937-5150 Plano, TX 75093 westwoodps.com 2 Westwood Professional Services, Inc. Survey Firm Number: 10074301 Aril 28, 2017 0007585 Id V1 n� V z V 1 W 0 LLU V 1 i I--d lJ LU I / MZC LWUUU rI UICJJIUI IUI JCI VIGCJ, III STATE OF TEXAS )( COUNTY OF COLLIN )( LEGAL DESCRIPTION WHEREAS, BLOOMFIELD HOMES, L.P., IS THE OWNER OF A 15.879 ACRE TRACT OF LAND SITUATED IN THE HENRY BRANTLEY SURVEY, ABSTRACT NO. 71, COLLIN COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND CONVEYED TO BLOOMFIELD HOMES L.P., IN THE GENERAL WARRANTY DEED RECORDED IN COUNTY CLERK FILE NUMBER 20131227001685590 OF THE OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS, SAID 15.879 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A 5/8" IRON ROD WITH A YELLOW CAP STAMPED WESTWOOD PS, FOUND AT THE NORTHEASTERLY CORNER OF WEST CROSSING PHASE 5, AN ADDITION TO THE CITY OF ANNA TEXAS, ACCORDING TO THE FINAL PLAT RECORDED IN VOLUME 2016, PAGE 22, PLAT RECORDS, COLLIN COUNTY, TEXAS, AND SAID ROD BEING ON THE WEST RIGHT-OF-WAY LINE OF WEST CROSSING BOULAVARD(A 80' R.O.W.); THENCE, OVER AND ACROSS SAID NORTH BOUNDARY LINE OF WEST CROSSING PHASE 5 THE FOLLOWING CALLS AND DISTANCES; NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, BLOOMFIELD HOMES, L.P. A TEXAS LIMITED PARTNERSHIP THROUGH ITS DULY AUTHORIZED OFFICER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS WEST CROSSING PHASE 7, AN ADDITION TO THE CITY OF ANNA, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS SHOWN THEREON; AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENT STRIPS ON SAID PLAT. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS, OR GROWTHS, WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENT STRIPS, AND ANY PUBLIC UTILITY COMPANY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS OR EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. NORTH 33 DEGREES 09 MINUTES 51 SECONDS WEST, A DISTANCE OF 118.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; WITNESS MY HAND THIS DAY OF, 20 NORTH 35 DEGREES 22 MINUTES 14 SECONDS WEST, A DISTANCE OF 90.50 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; NORTH 57 DEGREES 42 MINUTES 54 SECONDS WEST, A DISTANCE OF 90.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; NORTH 69 DEGREES 38 MINUTES 11 SECONDS WEST, A DISTANCE OF 90.55 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; NORTH 78 DEGREES 50 MINUTES 23 SECONDS WEST, A DISTANCE OF 45.72 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; NORTH 88 DEGREES 02 MINUTES 23 SECONDS WEST, A DISTANCE OF 257.35 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; NORTH 89 DEGREES 44 MINUTES 35 SECONDS WEST, A DISTANCE OF 327.30 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; SOUTH 74 DEGREES 40 MINUTES 44 SECONDS WEST, A DISTANCE OF 138.38 FEET TO THE EASTERN BOUNDARY LINE OF A TRACT OF LAND CONVEYED TO TWO-J PARTNERS LLLP, IN THE GENERAL WARRANTY DEED RECORDED IN COUNTY CLERK FILE NUMBER 20080509000562490 OF SAID OFFICIAL PUBLIC RECORDS, A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; THENCE, NORTH 00 DEGREES 29 MINUTES 49 SECONDS EAST, ALONG THE EASTERN BOUNDARY LINE OF SAID TWO-J PARTNERS LLLP, TRACT A DISTANCE OF 475.94 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; THENCE, OVER AND ACROSS SAID BLOOMFIELD HOMES L.P. TRACT THE FOLLOWING CALLS AND DISTANCES: SOUTH 89 DEGREES 30 MINUTES 11 SECONDS EAST, A DISTANCE OF 115.50 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; NORTH 00 DEGREES 29 MINUTES 49 SECONDS EAST, A DISTANCE OF 2.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 89 DEGREES 30 MINUTES 55 SECONDS EAST, A DISTANCE OF 285.50 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; NORTH 00 DEGREES 29 MINUTES 49 SECONDS EAST, A DISTANCE OF 111.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 89 DEGREES 30 MINUTES 55 SECONDS EAST, A DISTANCE OF 270.13 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 87 DEGREES 43 MINUTES 44 SECONDS EAST, A DISTANCE OF 53.10 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 85 DEGREES 01 MINUTES 59 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 82 DEGREES 00 MINUTES 56 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 78 DEGREES 57 MINUTES 52 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 75 DEGREES 54 MINUTES 48 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 72 DEGREES 58 MINUTES 30 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 69 DEGREES 43 MINUTES 36 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 66 DEGREES 43 MINUTES 49 SECONDS EAST, A DISTANCE OF 49.37 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 64 DEGREES 45 MINUTES 40 SECONDS EAST, A DISTANCE OF 52.37 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 59 DEGREES 14 MINUTES 56 SECONDS EAST, A DISTANCE OF 55.41 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED It PS" SET FOR CORNER; SOUTH 57 DEGREES 21 MINUTES 44 SECONDS EAST, A DISTANCE OF 103.96 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; SOUTH 89 DEGREES 04 MINUTES 08 SECONDS EAST, A DISTANCE OF 53.67 FEET TO THE SAID WESTERN RIGHT-OF-WAY LINE OF WEST CROSSING BOULEVARD, A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; THENCE, SOUTH 00 DEGREES 52 MINUTES 21 SECONDS WEST, ALONG THE SAID WESTERN RIGHT-OF-WAY LINE OF WEST CROSSING BOULEVARD, A DISTANCE OF 164.46 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 50 DEGREES 00 MINUTES 06 SECONDS, AND A RADIUS OF 530.00 FEET, AND AN ARC LENGTH OF 462.53 FEET, WITH A CHORD BEARING OF SOUTH 25 DEGREES 52 MINUTES 24 SECONDS WEST, AND A CHORD LENGTH OF 447.99 FEET, TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER; BLOOMFIELD HOMES, L.P. A TEXAS LIMITED PARTNERSHIP BY: BLOOMFIELD PROPERTIES, INC. A TEXAS CORPORATION, GENERAL PARTNER DONALD J. DYKSTRA, PRESIDENT BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DONALD J. DYKSTRA KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF SURVEYORS CERTIFICATE 0 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS THIS IS TO CERTIFY THAT I, JASON B. ARMSTRONG, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, HAVE PLATTED THE ABOVE SUBDIVISION FROM AN ACTUAL SURVEY ON THE GROUND; AND THAT ALL LOT CORNERS, ANGLE POINTS, AND POINTS OF CURVE SHALL BE PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME. THIS DAY OF 20 JASON B. ARMSTRONG REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5557 BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JASON B. ARMSTRONG KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF APPROVED THIS DAY OF BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS 20 MAYOR 20 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS CITY SECRETARY BLOCK 'CC' LOT ACREAGE SQ.FT. 22 0.164 7154 23 0.138 6000 24 0.138 6000 25 0.138 6000 26 0.138 6003 27 0.142 6166 28 0.157 6834 29 0.173 7542 BLOCK 'DD' LOT ACREAGE SQ.FT. 12 0.165 7168 13 0.138 6012 14 0.138 6028 15 0.138 6026 16 0.143 6241 17 0.147 6414 18 0.151 6570 19 0.151 6574 20 0.152 6614 21 0.150 6527 22 0.151 6574 23 0.150 6551 24 0.161 7004 25 0.199 8681 BLOCK 'EE' LOT ACREAGE SQ.FT. 1 0.247 10767 2 0.182 7935 3 0.154 6713 4 0.144 6256 5 0.143 6211 6 0.141 6162 7 0.141 6129 8 0.140 6117 9 0.141 6127 10 0.141 6159 11 0.139 6051 12 0.138 6000 13 0.141 6158 14 0.140 6086 15 0.139 6037 16 0.138 6010 17 0.139 6041 18 0.139 6050 19 0.139 6050 20 0.139 6050 21 0.153 6659 22 0.153 6656 23 0.139 6050 24 0.139 6050 25 0.139 6050 26 0.139 6050 27 0.139 6050 28 0.139 6050 29 0.139 6050 30 0.139 6050 31 0.140 6101 32 0.143 6250 33 0.139 6075 34 0.139 6075 35 0.139 6075 36 0.139 6075 37 0.139 6075 38 0.139 6075 39 0.138 6000 40 0.150 6550 41 0.187 8153 42 0.216 9389 FINAL PLAT BLOCK 'FF' LOT ACREAGE SQ.FT. 1 0.185 8057 2 0.138 6000 3 0.138 6000 4 0.138 6000 5 0.138 6000 6 0.138 6000 7 0.138 6000 8 0.138 6000 9 0.138 6000 10 0.138 6000 11 0.138 6000 12 0.138 6010 13 0.138 6000 14 0.138 6000 15 0.138 6000 16 0.153 6664 BLOCK 'JJ' LOT ACREAGE SQ.FT. 1 0.159 6931 2 0.138 6006 3 0.138 6006 4 0.138 6006 5 0.138 6006 OF WEST CROSSING PHASES 7 85 LOTS/ 15.879 ACRES OUT OF THE HENRY BRANTLEY SURVEY, ABSTRACT NO. 71 IN THE CITY OF ANNA , COLLIN COUNTY, TEXAS (-)VVNFR BLOOMFIELD HOMES L.P. 1 050 E. HIGHWAY 1 14, SUITE 210, SOUTHLAKE, TX. 76092 8 17-4 1 6- 1 572 DON@BLOOMFIELDHOMES.NET ENGINEER/SURVEYOR Westwood Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 2 Toll Free (888) 937-5150 Plano, TX 75093 westwoodps.com 2 Westwood Professional Services, Inc. Survey Firm Number: 10074301 Aril 28, 2017 0007585 Ij M n: rW V z ry 1 v! 0 U r� V1 Id THENCE, SOUTH 50 DEGREES 52 MINUTES 27 SECONDS WEST, A DISTANCE OF 87.78 FEET TO THE POINT OF BEGINNING AND CONTAINING 691,691 SQUARE FEET OR 15.879 ACRES OF LAND. CITY OF ANNA, TEXAS RESOLUTION NO. ,bib - A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A PRELIMINARY PLAT OF WEST CROSSING, PHASE 7; AND APPROVING A REQUEST FOR A WAIVER OF CERTAIN REQUIREMENTS 1N PART III -A, ARTICLE 3, SECTION 1.15 REGARDING BLOCK LENGTHS 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, Bloomfield Homes, LTD. has submitted an application for approval of a preliminary plat of the West Crossing, Phase 7 Subdivision; WHEREAS, Article 1, Section 10 of the Subdivision Regulations allow the City Council to consider waivers or suspensions of certain provisions of the Subdivision Regulations where the Council finds that undue hardships will result from strict compliance with certain provisions, or where the purposes of the City regulations may be served to a greater extent by an alternative proposal; and WHEREAS, Bloomfield Homes, LTD is requesting that the City Council vary the requirements in Part - III A Section1.15 of the Subdivision Rules and Regulations regarding Maximum Length of Block or Street Segments for Block DD; and WHEREAS, the City Council finds that granting the waiver will not be detrimental to the public safety, health or welfare, and will not be injurious to other property or to the owners of other property, and the waiver will not prevent the orderly subdivision of other property in the vicinity; and WHEREAS, the City Council finds that the conditions upon which the request for a waiver is based are unique to the property for which the waiver is sought, and are not applicable generally to other property; and WHEREAS, the City Council finds that because of the particular physical surroundings, shape and/or topographical conditions of the specific property involved, a particular undue hardship to the property owner would result, as distinguished from a mere inconvenience or increased expense, if the strict letter of these regulations is carried out; and WHEREAS, the City Council finds that the waiver will not in any manner vary the provisions of the Zoning Ordinance, Comprehensive Plan (as amended), or any other adopted plan(s) or ordinance(s) of the City; and WHEREAS, the City Council finds that an alternate design will generally achieve the same result or intent as the standards and regulations prescribed in City's regulations; Res. AGi(! -[I - '9�,-] Page 1 West Crossing Ph 7— Preliminary Plat 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 Preliminary Plat The City Council hereby approves the preliminary plat of West Crossing, Phase 7 attached hereto as Exhibit 1. Section 3. The City Council hereby approves a variance of the maximum allowed block length for Block DD, as more fully described and illustrated on Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 8t" day of November 2016. .' ATTEST: 6 (f , Exhibit 1 /�����l it 11 i V1VAAA�A? Res. ,,- - ` �� ! 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D (n IA �Z]003IW�.z Ud� wNoLu ON v l [.L Q a ,rc a r W €i a W a -< OQ _ m a } a O Ja U =m w ti o � §�o Wow osuW € gs QE S A " s = xP !Q s .Q s s wx m s owLL Up�g n6weew ao o as a a s so ��;" 0) Q n , z W Jam G. g U N m Lu ? . # 4 (0 20p 0LLI WwzwO°oo t Z0,xU) O�Z0OLJ J3�F�a ,s t U \ ON p� np- z aLjj a Q z pad �i � — ne oxoeevouw,� Y A ry M'Up� .m I I •1 n � (I s, sm xlwaslvuJ I—� _ B 9 R _ 3 _ 3 G T I I �I Imo— I a A d3, .rF, )Po18 I .o I I \\ JI I � I preounxen.uu. �F"'F" -L LI T n X-1 + H ILl ��b I r9 I I - ---I--' --------- 1. 62 m m � ■ ■ rn 6 ELBOUR"DR. IPA WES��SSING BODLEVPRD n�IcEDR. s � PAGODPGRIVE O a A WEST CRDSSING eOU,-. ONGw DWVE \„ DIPA Y CIO a A RkP D�E Dom, AWE tic �O _ER_ DRIVE 16 NUR51WDDDC0URT 41. /� N• B 13DROUGN DRIVE G kE DRIVE _„ yo WEST_ SDUtEVARG S�TEWM%,� YT A S I _IAL L z- April 7, 2017 Mr. Joseph Johnson Director of Public Works City of Anna I I I N. Powell Parkway Anna, Texas 75409 RE: West Crossing Phase 7 Dear Mr. Johnson: CIVIL ENGINEERS - PLANNERS - SURVEYORS Goodwin and Marshall, Inc. has performed an analysis to determine the impacts of the West Crossing development on downstream properties. This analysis, which has been submitted to, reviewed and approved by the City shows no detrimental impact downstream. Based on this, this letter serves as our verification that no detrimental impact is experienced downstream of the project due to the construction of West Crossing Phase 7. Please feel free to contact me with any questions or comments. Sincerely, Goodwin and Marshall, Inc. k- A-a"p"z- 'L� D. Matthew Goodwin, P.E. DMG/j c I TEXAS • 2405 Mustang Drive • Grapevine, TX 76051 • 811.319.4313 TENNESSEE • 6074 Apple Tree Drive • Memphis. TN 38115 •901.881.9188 ARIZONA = 4809 E. Thade landing Drive, Suite 100 • Phoenix, Al 85044 • 602.218.1185 COLORADO •8400 E. Prentice Ave. • Greenwood Tillage, CO 80111 • 303.459.4861 I Item No. 6. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Discussion regarding the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) SUMMARY: On February 28, 2017, the City Council approved a Resolution setting the dates and times for public hearings on the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. The area contains 26 parcels of property with 5 single family homes, 18 manufactured homes, and two commercial buildings under construction and is bounded on the south by the Sam Rayburn Memorial Hwy. and is traversed by F.M. 2862 and County Road 526. The north boundary is County Road No.525. Notice of the required public hearings was sent to all property owners within the described area on March 10th, 2017. A Service Plan for the area has been prepared which explains how the City will fulfill its obligation to extend full municipal services to the properties being annexed (see attached). On February 28, 2017, the City Council approved an Automatic Aid Agreement with the Westminister Volunteer Fire Department (WVFD). Through this Agreement, the WVFD will continue to provide fire protection to the properties being considered for annexation. Prior to annexing properties that are appraised for property tax purposes as land for agricultural, wildlife management use, or as timber land (as defined in Subchapter C, D, or E Chapter 23, Tax Code) the City is required to offer to make a development agreement with the landowner. Such a development agreement would: (1) guarantee the continuation of the extraterritorial (outside the city limits) status of the property for a period of time; and (2) authorize the enforcement of all regulations and planning authority of the city that do not interfere with the use of the property for agriculture, wildlife management, or timber. The Council has elected to extend the same development agreement offer to the owners of all the properties being considered for annexation, including those that do not have a qualifying tax exemption. The offer of a development agreement was included with all notices sent to the affected property owners. The proposed Development Agreement (if executed by the property owner & approved by the Council) would guarantee that the property would remain outside the city limits for one (1) year. At the conclusion of the one-year period, the property owner would consent to voluntary annexation in 2018. The City may elect to proceed with annexation of the subject properties if the owners decline the development agreement offer extended by the City. STAFF RECOMMENDATION: Public hearings on this issue were held on April 11 and again on April 25. No action by the City Council is required at this time. Action by the City Council may be taken during the special meeting on May 16. ATTACHMENTS: Description Location Map Proposed Service Plan Upload Date Type 4/5/2017 Exhibit 4/5/2017 Exhibit a U D D D D D D ommo® ®o DD DD I qD DDD KD 526 424 70r 2 ❑62 �,��° ��� r ■. 513 FXHIRIT R ANNEXATION SERVICE PLAN POLICE PROTECTION On the effective date of annexation, the City of Anna, Texas and its Police Department will provide police protection to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. FIRE PROTECTION On the effective date of annexation, the City of Anna, Texas will enter into an Automatic Aid Agreement with the Westminster Volunteer Fire Department to provide fire protection to the newly annexed area. On the effective date of annexation, the City of Anna, Texas and its Fire Department will provide fire protection to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. On EMERGENCY MEDICAL SERVICES On the effective date of annexation, the City of Anna, Texas, through its contract with Collin County or another service provider, will provide emergency medical services to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. SOLID WASTE COLLECTION On the effective date of annexation, the City of Anna, Texas, through its contract with Bradshaw and Son or another service provider, will provide solid waste collection to residents and businesses in the newly annexed area (to the extent that the service provider has access to the area to be serviced) at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. Such service will be provided in accordance with existing City policies and Ordinances, and only upon payment of any required deposits and the agreement to pay lawful service fees and charges for solid waste collection. Residents and businesses of the newly annexed area that have existing contracts with solid waste service providers have two years from the date of annexation or until the termination date of the existing contract, whichever is sooner, to begin solid waste Page 1 of 4 collection service through the City. Solid waste collection is mandatory for City of Anna residents and businesses operating within the city limits. WATER AND WASTEWATER FACILITIES On the effective date of annexation, any and all water or waste water facilities owned by the City of Anna, Texas at the time of annexation shall be maintained and operated by the City of Anna, Texas. Of such facilities, the City will maintain the main water transmission and wastewater collection lines. All water and wastewater service lines outside the public right-of-way or City easement shall be maintained by the property owner served by the service connection. Residents and owners of property in newly annexed areas that are located within the City's water or wastewater CCN will be offered water and wastewater service in accordance with City policies and ordinances in existence at the time of annexation or as may be amended from time -to -time by the City Council. Generally, these ordinances state that the land owner or customer must bear the cost of construction of water and wastewater system facilities to a point where suitable connection to the existing system can be made and service to the customer can be provided. All water and wastewater facilities designed to connect to the City's existing system must be approved by the City and meet all City zoning, subdivision, and other development ordinances and requirements. ROADS AND STREETS On the effective date of annexation, any and all existing public roads or streets in the newly annexed area which have been dedicated to Collin County, Texas or to the City of Anna, Texas, or which are owned by the City of Anna, Texas shall be maintained to the same degree and extent that other roads and streets are maintained in areas of the City with similar topography land use and population density. Specific maintenance activities are determined by available funding and the need for maintenance as determined by the City. The City is not obligated to maintain any portion of a private road or street. Any and all lighting of roads and streets which may be positioned in a public right of way, roadway or utility company easement shall be maintained by the applicable utility company servicing that area of the City of Anna, Texas pursuant to the rules regulations and fees of such utility. An owner of land within the newly annexed area that desires to develop said property will be required pursuant to the ordinances of the City of Anna, Texas to provide internal and peripheral streets and to construct those streets in accordance with the specifications required by the City of Anna, Texas. Page 2 of 4 PARKS PLAYGROUNDS AND SWIMMING POOLS OR ANY OTHER PUBLICLY OWNED FACILITY BUILDING OR SERVICE The City Council of the City of Anna, Texas is not aware of the existence of any public parks, public playgrounds, public swimming pools, or any other publicly owned facility, building or service now located in the area proposed for annexation. In the event any such parks, playgrounds, swimming pools, or any other public facilities, buildings or services do exist and are public facilities, the City of Anna, Texas will maintain such areas upon annexation to the same extent and degree that it maintains public parks, public playgrounds, public swimming pools, other public facilities buildings or services and other similar areas of the City now incorporated in the City of Anna, Texas. To the extent that it becomes necessary because of development demands population growth or a bona fide need, the City Council of the City of Anna, Texas will undertake to provide any such facility which it deems necessary to adequately provide for the health and safety of the citizens of the newly incorporated area based upon the standard considerations of topography, land use and population density. OTHER MUNICIPAL SERVICES Following annexation by the City of Anna, Texas, the City will provide code enforcement, planning, and animal control services to the newly annexed area, to the extent such services are funded in the annual budget and provided by the City within its full -purpose boundaries. Such services will be provided to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. CONSTRUCTION OF CAPITAL IMPROVEMENTS The City Council of the City of Anna, Texas finds and determines it to be unnecessary to acquire or construct specific capital improvements for the purposes of providing full municipal services to the newly annexed area. The City Council finds and determines that it has at the present time adequate facilities to provide the same type, kind and level of service which exists in and is presently being administered to other areas already incorporated in the City of Anna, Texas with the same or similar topography, land use and population density. SPECIFIC FINDINGS The City Council of the City of Anna, Texas finds and determines that this proposed Service Plan will not provide any fewer services and it will not provide a lower level of service in the area proposed to be annexed than were in existence in the proposed area at the time immediately preceding the annexation process. Furthermore, the City Council of the City of Anna, Texas finds and determines that the rural nature of the area is characteristically different from other more highly developed areas within the Page 3 of 4 corporate limits of the City of Anna, Texas. Consequently because of the differing characteristics of topography, land use, and population density the service levels which may ultimately be provided in the newly annexed area may differ somewhat from services provided in other areas of the City of Anna, Texas. These differences are specifically dictated because of differing characteristics of the property. The City of Anna, Texas will undertake to perform consistent with this contract so as to provide this newly annexed area with the same type, kind and quality of service presently enjoyed by the citizens of the City of Anna, Texas who reside in areas of similar topography, land use and population density. TERM This Service Plan shall be valid for a term of ten (10) years. Renewal of the Service Plan shall be at the discretion of the City Council. AMENDMENTS This Service Plan may be amended if the City Council determines at a public hearing that changed conditions or subsequent occurrences make this Service Plan unworkable or obsolete. The City Council may amend the Service Plan to conform to the changed conditions or subsequent occurrences pursuant to Texas Local Government Code, Section 43.056. Page 4 of 4 I Item No. 7. City Council Agenda Staff Report Meeting Date: 5/9/2017 Yi0W HOMETOWN AGENDA ITEM: Conduct a public hearing and take action on an Ordinance changing the zoning district designation from Planned Development (PD) 323-2007 to Planned Development (PD) for business park uses, on an 85.571 acre tract of land located in the D.E.W. Babb Survey, Abstract 33 and located at the northeast corner of SH 5 and the Collin County Outer Loop, requested by the Anna Community Development Corporation. (Maurice Schwanke) SUMMARY: The Anna Community Development Corporation (CDC) is requesting that the City Council approve an Ordinance changing the zoning district designation from Planned Development (PD) 323-2007 to Planned Development (PD) for business park uses, on an 85.571 acre tract of land located in the D.E.W. Babb Survey, Abstract 33 and located at the northeast corner of SH 5 and the Collin County Outer Loop. The property is currently zoned as PD 323-2007 which allows for a mix of commercial, multi -family, and single family uses. The Anna Community Development Corporation recently purchased the property and plans to develop it as a business park in order to attract new businesses to the City and create employment opportunities for existing and future residents. The Planning and Zoning Commission recommended approval of this zoning request at their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Ordinance approving this zoning change. ATTACHMENTS: Description Ordinance Exhibit A, Legal description Location Map Upload Date Type 5/4/2017 Ordinance 5/4/2017 Exhibit 4/27/2017 Backup Material CITY OF ANNA, TEXAS ORDINANCE NO. ANNA BUSINESS PARK "Planned Development- ("PD") Northeast corner of Highway 5 and Collin County Outer Loop AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE CITY'S COMPREHENSIVE PLAN, ZONING MAP, AND ZONING ORDINANCE AND CHANGING THE ZONING OF CERTAIN PROPERTY AS DESCRIBED HEREIN; PROVIDING FOR SAVINGS, REPEALING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; PROVIDING FOR A PENALTY CLAUSE NOT TO EXCEED $2,000 OR THE HIGHEST PENALTY AMOUNT ALLOWED BY LAW, WHICHEVER IS LESS; AND, PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the City of Anna, Texas ("City") has previously adopted ordinances, rules and regulations governing the zoning in the City; and WHEREAS, the City has received a requested zoning change on Property described in Exhibit A ("Property") attached hereto and incorporated herein for all purposes as if set forth in full; and WHEREAS, said Property general located at the Northeast corner of Highway 5 and the Collin County Outer Loop revising the existing "PD 323-2007" as amended to refine the Building area requirements; and WHEREAS, the Planning and Zoning Commission of the City and the City Council of the City of Anna ("City Council") have given the requisite notices by publication and otherwise and have held the public hearings as required by law and afforded a full and fair hearing to all property owners and generally to all persons interested in and situated in the affected area and in the vicinity thereof, the City Council has concluded that the Zoning Ordinance of the City should be amended as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS THAT: Section 1. Recitals Incorporated The above recitals are incorporated herein by reference for all purposes. Section 2. Zoning Change The Comprehensive Plan of the City and City of Anna Ordinance No. 116-2003 as amended and codified as Part III-C of The Anna City Code of Ordinances are hereby amended by 1 changing the zoning of the Property described in Exhibit A modifying the existing PD 323- 2007 as amended with revisions to the Building area requirements. Planned Development —Anna Business Park A. The property shall be zoned Planned Development (PD). Development within the planned development district shall be governed by the following regulations and in accordance with Section 30 (PD-Planned Development) of the City of Anna Zoning Ordinance. B. Definitions: 1. Light Intensity Manufacturing — Indoor assembly and manufacturing of finished products or parts from previously prepared materials and parts. Fabrication may be used in limited form to shape or define the final product, but shall not comprise the primary activity of such operations. 2. Medium Intensity Manufacturing — Manufacturing of finished products and component products or parts including the transportation, treatment or processing of materials or substances, exclusive of basic industrial processing. C. Permitted Uses: The following listed uses are allowed by right or by specific use permit. 1. Uses allowed by Right i. Bakery and confectionary, commercial ii. Concrete, asphalt batching plant (temporary during onsite construction activity) iii. Cosmetic Manufacture iv. Electrical appliances, supplies and machinery, assembly or manufacture V. Electronic products, assembly vi. Electronic products, manufacturing vii. Food products processing viii. Furniture and upholstery manufacture ix. General commercial plant X. General manufacturing xi. Glass products manufacturing xii. Laboratory, scientific or research xiii. Office center xiv. Office, professional or general administrative xv. Office-showroom/warehouse with equipment service and repair /leasing and retail sales allowed xvi. Orthopedic or medial appliance manufacture xvii. Sporting and athletic equipment manufacture xviii. Storage/Wholesale Warehouse, light xix. Tools or hardware manufacture xx. Toys and novelty products manufacture xxi. Light Intensity Manufacturing 2. Uses allowed by Specific Use Permit i. Dairy products processing, manufacturing 2 ii. Electrical substation iii. Hospital (acute care) iv. Heliport or helistop V. Laboratory, medical or dental vi. Commercial printing vii. Radio, TV or microwave oper., commercial (1) - (must comply with Section 34.03) viii. Transit Station or turnaround ix. Medium Intensity Manufacturing D. Building Height and Area Regulations i. Maximum Height — 45 feet; up to 50 feet with approval by the Fire Chief ii. Minimum Front Yard — 25 feet; 25 feet when the lot abuts or is across a street or alley from property in a residential or commercial district. iii. Minimum Side Yard (Interior Lot) — None iv. Minimum Side Yard (Corner Lot) — 25 feet V. Minimum Rear Yard — None; 25 feet when abutting a district requiring a rear yard. vi. Minimum Lot Area — 40,000 square feet vii. Minimum Lot Width —100 feet viii. Minimum Lot Depth — none ix. Maximum Lot Coverage — 50%; 70% with parking garage E. Building Fa4ade and Design Requirements All building facades shall conform to the following design and building material requirements: In addition to window and door glazing, 100% of all building facades shall consist of brick, stone, split face block, or precast concrete. A minimum of two of these materials shall be used on the front and side facades. ii. Exposed aggregate stone or pebble textures shall not be used for precast concrete panels. Precast concrete panels on all sides of the building shall be scored or seamed to provide a repeating pattern. iii. Metal exterior walls are prohibited. Metal panels may be used only as architectural accents, awnings and canopies. iv. Buildings shall be articulated at all entrances facing streets by a minimum of two offsets (fagade articulations that extend outward from the building must be set back at some point in a corresponding manner) in the facade of a minimum 4 feet in depth. Each offset shall extend a minimum of 20 feet in length. The elements used for articulation must extend to the parapet of the building. Building entrances shall be covered by an awning or canopy. 3 V. Windows and/or glass shall not exceed 20% reflectivity and shall comply with adopted Building Code energy requirements. vi. Parking garages shall utilize the same accent materials and colors as the main building. F. Screening Requirements i. Loading docks and dock doors shall be screened from view of streets by solid masonry, tilt wall or split face block wall. The Planning and Zoning Commission may approve a solid landscape screen of irrigated shrubs a minimum of 6 feet in height at the time of planting and reaching 10 feet in height within a few years as an alternative screening device. ii. All outdoor storage shall be screened with a minimum 8 foot tall screening wall. iii. Dumpsters and compactors shall be screened in accordance with Section 40 of the City of Anna Zoning Ordinance. iv. Rooftop and ground -mounted mechanical units, generators and HVAC equipment must be screened in accordance with Section 40 of the City of Anna Zoning Ordinance. The line of sight for screening of rooftop mechanical units shall be measured at the property line and five feet and five inches (5' 5") from the ground. G. Landscaping i. Landscaping within the planned development shall comply with Part III-E (Landscape Regulations) of the City of Anna Code of Ordinances. H. Off -Street Parking and Loading Requirements i. Off-street parking shall be provided in accordance with the specific uses as set forth in Section 38 of the City of Anna Code of Ordinances. ii. The design and orientation of building(s) shall minimize the exposure of loading and trash collection areas from adjacent streets and properties. No loading spaces shall face streets. Loading areas must be screened as required by Section F i above. Overnight trailer and shipping container storage is prohibited unless being actively loaded or unloaded. Only two trailers or shipping containers may be stacked during loading and unloading. I. Signage i. Signs shall comply with the requirements of the City of Anna Sign Ordinance (as amended); however, pole signs and window signs are prohibited. J. Other Requirements: i. The Thoroughfare Overlay (THOR) District shall apply as described to properties within the Planned Development district within 500 feet of the Collin County Outer Loop and Powell Parkway (SH 5), except as herein modified. ii. Daily operations shall be fully enclosed, except that tanks containing gases or other materials used in a manufacturing process may be installed outside in accordance with building and fire codes. 4 iii. Outdoor displays of new equipment for sale or lease is allowed. Section 3. Official Zoning Map The official Zoning Map of the City shall be corrected to reflect the change in zoning described herein: Section 4. Savings, Repealing and Severability Clauses It is hereby declared to be the intention of the City Council that the words, sentences, paragraphs, subdivisions, clauses, phrases, and provisions of this ordinance are severable and, if any phrase, sentence, paragraph, subdivision, clause, or provision of this ordinance shall be declared unconstitutional or otherwise invalid or inapplicable by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality, invalidity or inapplicability shall not affect any of the remaining words, sentences, paragraphs, subdivisions, clauses, phrases, or provisions of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional, invalid or inapplicable words, sentences, paragraphs, subdivisions, clauses, phrases, or provisions. Further, all ordinances or parts of ordinances in force when the provisions of this ordinance become effective that are consistent and do not conflict with the terms and provisions of this ordinance are hereby ratified to the extent of such consistency and lack of conflict, and all ordinances or parts of ordinances in force when the provisions of this ordinance become effective that are inconsistent or in conflict with the terms and provisions contained in this ordinance are hereby repealed only to the extent of any such conflict. Section S. Penalty Any violation of any of the terms of this ordinance, whether denominated in this ordinance as unlawful or not, shall be deemed a misdemeanor. Any person convicted of any such violation shall be fined in an amount not to exceed $2,000 for each incidence of violation. Each day a violation exists is considered a separate offense and will be punished separately. Section 6. Publication of the Caption and Effective Date This ordinance shall be effective upon its passage by the City Council, approval by the Mayor, and posting and/or publication, if required by law, of its caption. The City Secretary is hereby authorized and directed to implement such posting and/or publication. 5 PASSED by the City Council of the City of Anna, Texas this 91" day of April 2017. ATTESTED: UVIJIMMOlv"D Carrie L. Smith, City Secretary Mike Crist, Mayor 11 EXHIBIT A LEGAL DESCRIPTION BEING a portion of a tract of land located in the D.E.W. Babb Survey, Abstract Number 33, situated in Collin County, Texas and being a portion of a 361.545 acre tract of land described by deed to Harlan Properties, Inc. recorded in Instrument No. 20121228001650300 of the Official Public Records of Collin County, Texas, and being more particularly described by metes and bounds as follows; BEGINNING at a'/2 inch iron rod found for the northwest corner of said 361.545 acre tract lying on the northerly edge of County Road No. 421 a gravel road, also lying on the easterly line of a tract of land described by deed to Dallas Area Rapid Transit, recorded in Colin County Clerks Document No. 2001-0078323 of the Official Public Records of Collin County, Texas, the southwest corner of tract of land described by deed to 40 PGE, ltd., recorded in volume 5387, page, 468 of the Deed Records of Collin County, Texas, also lying on the common line of said D.E.W. Babb Survey and the Grandison Stark Survey, Abstract No. 789; THENCE South 89 degrees 11 minutes 36 seconds East, along the common line of said Babb and Stark Survey, also along the common line of said 361.545 acre tract and said 40 PGE tract, a distance of 1743.74 feet to a 5/8 inch iron rod with cap stamped "R.P.L.S. 5430" set for corner lying in the center of a 30 feet wide Sanitary Sewer easement, recorded in Instrument No. 201504220000453060 of the Official Public Records of Collin County, Texas; THENCE through the interior of said 361.545 acre tract along the center of said 30 feet wide easement the following courses and distances: South 11 degrees 33 minutes 57 seconds East, a distance of 61.78 feet to a 5/8-inch iron rod with cap stamped "R.P.L.S. 5430" set for corner; South 00 degree 48 minutes 25 seconds West, a distance of 1346.23 feet to a 5/8-inch iron rod with cap stamped "R.P.L.S. 5430" set for corner; South 55 degrees 24 minutes 07 seconds East, a distance of 316.51 feet to a 5/8-inch iron rod with cap stamped "R.P.L.S. 5430" set for corner; South 00 degrees 55 minutes 19 seconds West, a distance of 224.46 feet to a 5/8-inch iron rod with cap stamped "R.P.L.S. 5430" set lying on the north line of Collin County Toll Road Authority tract recorded in Instrument No. 20110222000194360 of the Official Public Records of Collin County, Texas; THENCE North 89 degrees 04 minutes 41 seconds West, along the north line of said Collin County Toll Road tract, a distance of 2530.22 feet to a'/z inch iron rod with cap stamped "R.P.L.S. 3700" found for the southwest corner of said 361.545 acre tract, also lying on the east line of Collin County Toll Road Authority tract recoded in Instrument No. 20090317000307070 of the Official Public Records of Collin County, Texas; THENCE North 00 degrees 44 minutes 35 seconds West, along the east line of last mentioned Toll Road tract, as distance of 207.51 feet to a 5/8-inch iron rod with cap stamped "R.P.L.S. 5430" set lying on the easterly line of the aforementioned Dallas Area Rapid Transit tract; THENCE North 18 degrees 44 minutes 49 seconds East, along the easterly line of said Dallas Area Rapid Transit tract, a distance of 38.85 feet to a 5/8-inch iron rod with cap stamped "R.P.L.S. 5430" set for the southwest corner of tract of land described by deed to the City of Anna recorded in Instrument No. 20071004001376120 of the Official Public Records of Collin County, Texas; THENCE South 77 degrees 31 minutes 27 seconds East, along the south line of said City of Anna tract, a distance of 67.89 feet to a'/z inch iron rod with cap stamped "R.P.L.S. 3700" found for corner; THENCE South 89 degrees 25 minutes 19 seconds East, continuing along the south line of said City of Anna tract, a distance of 224.62 feet to a 1/2-inch iron rod with cap stamped "R.P.L.S. 3700" found for the southeast corner of the same; THENCE North 18 degrees 43 minutes 54 seconds East, along the east line of said City of Anna tract, a distance of 156.81 feet to a'/z inch iron rod found for the northeast corner of same; THENCE North 89 degrees 24 minutes 49 seconds West, along the north line of said City of Anna tract, a distance of 295.59 feet to a 5/8-inch iron rod cap stamped "R.P.L.S. 5430" set for the northwest corner of same, also lying on the easterly line of said Dallas Area Rapid Transit tract; THENCE North 18 degrees 44 minutes 49 seconds East, along the easterly line of said Dallas Area Rapid Transit tract, a distance of 1495.06 feet to the POINT OF BEGINNING contain 3,727,460 square Feet, or 85.571 acres of land. 5) r"3 7 (4 2)' -I 1-1 SITE COLLIN COUNVY OUTER LOOP I � I I � I I � I I � I I � I I = I I = I I = I I = I I = I I m I I m I I m I I I I Item No. 8. City Council Agenda Staff Report Meeting Date: 5/9/2017 YfOUR? HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution approving a preliminary plat of the Anna Business Park. (Maurice Schwanke) SUMMARY: The Anna Community Development Corporation (CDC) has submitted an application for approval of a preliminary plat of the Anna Business Park. The Anna Business Park preliminary plat contains 85.571 acres located in the D.E.W. Babb Survey, Abstract No. 33. This land is owned by the Anna CDC and is currently being rezoned for Business Park uses. This plat conforms to the proposed zoning that is part of this City Council agenda. This plat was approved by the Planning and Zoning Commission at their regularly scheduled meeting on May 1 st. STAFF RECOMMENDATION: Staff is recommending approval of the Resolution approving this preliminary plat. ATTACHMENTS: Description Resolution approving the Preliminary Plat of Anna Business Park Exhibit 1, Anna Business Park Preliminary Plat Location map Upload Date Type 5/3/2017 Resolution 3/30/2017 Exhibit 3/30/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A PRELIMINARY PLAT OF ANNA BUSINESS PARK. 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, Anna Community Development Corporation has submitted an application for approval of a preliminary plat of the Anna Business Park; 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 Preliminary Plat The City Council hereby approves the preliminary plat of Anna Business Park attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 9t", day of May, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist 0 CL J U U w 0 m 0 0 0 N O 0 3 0 E o_ 0 M E 0 0 U) T C O U N O O- U w N Q. ca 46 rn 0 U rn O U 0 a a 3 U) 0 U w U d ca :r 0 0 ca 0 0 t PRELIMINARY PLAT L0CATIO) / GRANDISON STARK / SURVEY ABSTRACT 798 / / / 40 PGE, LTD. / VOL. 5387, PG. 468 D.R.C.C.T. / / / / 60' R.O.W. DEDICATION / o / o= N �Qc) aV�/ o� ci C\,j ao�o 2 Q / BLOCK A, LOT 1 / 51.369 ACRES (2,237,634 S.F.) / / CITY OF ANNA INST. NO. 20071004001376120 ANNA TOWN CENTER NO 8/CTS, LTD. INST. NO. 20141203001315490 O.P.R.C.C.T. =";I 1743.74 — — — L L8 BLOCK A, LOT 2 19.045 ACRES 80, (829,600 S.F.) L13 c� 1 L22 7 80' 0.P.R.C.C.T. ANNA BUSINESS PARK i / ZONED —RESIDENTIAL / L2 ,/-1 /2" I.R.F. 5/8" 'C.I.R.F. ,` L6 11 L4 L5 > L3 / 1/2" C.I.R.F. 1/2" C.I.R.F. >` L2_---�-- / 421 EASEMENT & ROW - - - - TXU ELECTRIC COMPANY VOL. 4951, PG. 833 - D.R.C.C.T. - - 1/2" C.I.R.F. tAJtMtN I & KUW / TEXAS POWER AND LIGHT COMPANY /VOL. 1359, PG. 335 D.R.C.C.T. / NECOLLIN COUNTY TOLL ROAD AUTHORITY INST. NO. 20090317000307070 O.P.R.C.C.T. N89'04'41 "W. 2530.22 COLLIN COUNTY OUTER LOOP (RIGHT—OF—WAY UNRECORDED) TRACT 1, PARCEL 2 COLLIN COUNTY TOLL ROAD AUTHORITY INST. NO. 20110222000194360 O.P.R.C.C.T. ........... ......... . . .:: :: ... .... ...... LEGEND ---- - -------- S ; ... :...: :::>:;:::>: c » L R. F." IRON ROD FOUND Q C "C.I.R.F" CAPPED IRON ROD FOUND .. ' O "I.R.C.N.F." IRON ROD CALLED BUT .............. .;: ...... NOT FOUND ... ' . . . ........ O.P.R.C.C.T. ORIGINAL PROPERTY RECORDS LOCATION MAP OF COLLIN COUNTY, TEXAS NOT TO SCALE INST. NO. INSTRUMENT NUMBER I.R.C.N.F. ABST. 798 1 ABST— I I I.R.C.N.F. II II �I II 15' 30' SANITARY SEWER EASEMENT INST. NO. 20150422000453060 0*P.R.C.C.T. L12 I I S00'48'25"W L11 1346.23 II II L14 I BLOCK A, LOT 3 7 06 ACRES Ld (307,534 S.F.) U Q L17 I I 5/8" I.R.C.N.F. S55'24'07"E I 316.51 v \ Z N L16 L15 5/8" \ I.R.C.N.F. ir BLOCK A, LOT 3 L18 SOO'55'19"W Leo_ _ 3.624 ACRES I 224.46 (157,861 S.F.) L19 647.04' I , TRACT 2, PARCEL 2 COLLIN COUNTY TOLL ROAD AUTHORITY INST. NO. 20110222000194360 O.P.R.C.C.T. 1. BEARINGS AND DISTANCES CITED IN THIS PLAT DESCRIPTION ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD-83, TEXAS NORTH CENTRAL ZONE 4202. 2. THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X" WHICH IS NOT A FLOOD HAZARD ARE ACCORDING TO MAP NO. 48085CO160J, DATED JUNE 02, 2009 OF THE NATIONAL INSURANCE RATE MAP, PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 3. NO PUBLIC IMPROVEMENTS ARE PROPOSED WITH THIS PRELIMINARY PLAT. ANY FUTURE DEVELOPMENT WILL BE REQUIRED TO DESIGN THEIR SITE WITH NO ADVERSE IMPACT TO UPSTREAM OR DOWNSTREAM PROPERTIES. 5/8" I.R.C.N.F. HARLAN PROPERTIES, INC. 75.673 ACRE REMAINDER OF A CALLED 161.2440 ACRES INST. NO. 20121228001650300 O.P.R.C.C.T. TRACT 2, PARCEL 1 COLLIN COUNTY TOLL ROAD AUTHORITY INST. NO. 20110222000194360 O.P.R.C.C.T. ® •: •1' 11 11 ' 11' 11 11 ® �� . •1' 11 11 LEGAL DESCRIPTION: Being a 85.571 acre part of a called 161.2440 acre Tract 124 of the D.E.W. Babb Survey, Abstract Number 33, situated in Collin County, Texas, said 161.2440 acre Tract 124 being a remainder of a called 361.545 acre tract of land described by deed to Harlan Properties, Inc., recorded in Instrument Number 20121228001650300 of the Official Property Records of Collin County, Texas (O.P.R.C.C.T.), and being more particularly described as follows; BEGINNING at a 1/2 inch iron rod found for the northwest corner of said 161.2440 acre tract lying on the northerly edge of County Road 421, a 30—foot wide undedicated gravel road, also lying on the easterly line of a tract of land describe by deed to Dallas Area Rapid Transit, recorded in Document Number 2001-0078323 of the O.P.R.C.C.T., the southwest corner of a tract of land described by deed to 40 PGE, LTD., recorded in Volume 5387, Page 468 of the Deed Records of Collin County, Texas (D.R.C.C.T.), also lying on the common line of said D.E.W. Babb Survey and the Grandison Stark Survey, Abstract Number 798; THENCE S 89'11'36" E, along the common line of said Babb and Stark Survey, also along the common line of said 161.2440 acre tract and said 40 PGE tract, a distance of 1,743.74 feet to a called but not found 5/8" iron rod with a cap stamped "R.P.L.S. 5430", said iron rod lying in the center of a 30—foot wide Sanitary Sewer Easement, recorded in Instrument Number 20150422000453060 of the O.P.R.C.C.T.; THENCE, through the interior of said 161.2440 acre tract along the center of said 30—foot wide Sanitary Sewer Easement, the following courses and distances; S 11*33'57" E, a distance of 61.78 feet to a called but not found 5/8" iron rod with a cap stamped "R.P.L.S. 5430" for corner; S 00'48'25" W, a distance of 1,346.23 feet to a called but not found 5/8" iron rod with a cap stamped "R.P.L.S. 5430" for corner; S 55'24'07" E, a distance of 316.51 feet to a called but not found 5/8" iron rod with a cap stamped "R.P.L.S. 5430" for corner; S 00'55'19" W, a distance of 224.46 feet to a called but not found 5/8" iron rod with a cap stamped "R.P.L.S. 5430" for corner, lying on the south property line of aid 161.2440 acre tract and on the north line of Collin County Toll Road Authority tract recorded in Instrument Number 20110222000194360 of the O.P.R.C.C.T.; THENCE N 89'04'41" W, along the north line of said Collin County Toll Road tract, a distance of 2,530.22 feet to a 1/2" iron rod found with a cap stamped "R.P.L.S. 3700" for the southwest corner of said 161.2440 acre tract, said iron rod lying on the east line of Collin County Toll Road Authority tract recorded in Instrument Number 20090317000307070 of the O.P.R.C.C.T.; THENCE N 00'44'35" W, along the east line of said Toll Road tract, a distance of 207.51 feet to a 5/8" iron rod found with a cap stamped "R.P.L.S. 5430", said iron rod lying on the easterly line of the aforementioned Dallas Area Rapid Transit tract; THENCE N 18'44'49" W, along the easterly line of said Dallas Area Rapid Transit tract, a distance of 38.85 feet to a 5/8" iron rod found with a cap stamped "R.P.L.S. 5430", said iron rod being the southwest corner of a tract of land described by deed to the City of Anna recorded in Instrument Number 20071004001376120 of the O.P.R.C.C.T.; THENCE S 77'31'27" E, along the south line of said City of Anna tract, a distance of 67.89 feet to a 1/2" iron rod found for corner with a cap stamped "R.P.L.S. 3700"; THENCE S 89'25'19" E, continuing along the south line of said City of Anna tract, a distance of 224.62 feet to a 1/2" iron rod found for corner with a cap stamped "R.P.L.S. 3700", said iron rod being the southeast corner of said City of Anna tract; THENCE N 18'43'54" E, along the east line of said City of Anna tract, a distance of 156.81 feet to a 1/2" iron rod found, said iron rod being the northeast corner of said City of Anna tract; THENCE N 89'24'49" W, along the north line of said City of Anna tract, a distance of 295.59 feet to a 5/8" iron rod found with a cap stamped "R.P.L.S. 5430", said iron rod being the northwest corner of said City of Anna tract, said iron rod also lying on the west property line of said 161.2440 acre tract and on the easterly line of said Dallas Area Rapid Transit tract; THENCE N 18'44 49"E, along the easterly line of said Dallas Area Rapid Transit tract, a distance of 1,495.06 feet to THE POINT OF BEGINNING, containing 85.571 acres (3,727,460 square feet) of land; PRELIMINARY PLAT of ANNA BUSINESS PARK BLOCK A, LOTS 19 2 & 3 85.571 ACRE REMAINDER OF A CALLED 161.2440 ACRES IN THE D.E.W. BABB SURVEY ABSTRACT 33 CITY OF ANNA, COLLIN COUNTY, TEXAS OWNER: SURVEYOR: PRELI MI NARY CITY OF ANNA, TEXAS THIS DOCUMENT SHALL NOT BE BIRKHOFF, HENDRICKS & CARTER, L.L.P. 111 N. POWELL PARKWAY RECORDED FOR ANY PURPOSE AND SHALL TxBPLS Firm No. 10031800 ANNA, TX 75409 NOT BE USED OR VIEWED OR RELIED 11910 Greenville Ave., Suite 600 (972)924-3325 UPON AS A FINAL SURVEY DOCUMENT. Dallas, Texas 75243 Tel. No. (214) 361-7900 0 200 400 600 GARY C. HENDRICKS, R.P.L.S. Fax No. (214) 461-8390 NO. 5073 Date: March 2017 DATE: March 2017 SHEET 1 OF 1 HORIZONTAL SCALE IN FEET REVISED: 3/27/17 — AVercruysse H:\Projects\Anna\4013-104\Easement Plats\Plats\4013-104 Anna Business Park Plat.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: AVercruysse ON 3/27/2017 5) r"3 7 (4 2)' -I 1-1 SITE COLLIN COUNVY OUTER LOOP I � I I � I I � I I � I I � I I = I I = I I = I I = I I = I I m I I m I I m I I I I Item No. 9. City Council Agenda Staff Report Meeting Date: 5/9/2017 YOUR) HOMETOWN AGENDA ITEM: Consider/Discuss/Action on an Ordinance amending the FY 2017 annual budgets for the Community Development Corporation and the Economic Development Corporation. (Jessica Perkins) SUMMARY: There has been several moving parts to the EDC and CDC budgets this past fiscal year with the sales tax reallocation and the purchase of the business park property. Adjustments need to be made to both the revenue and expenditures for the current fiscal year. Attached is a spreadsheet outlining the necessary changes and the proposed amendments. CDC: • Services decreased - due to only one payment needed instead of two in the current fiscal year for the debt service on the business park property. • Capital expenditures increased - to recongnize the bond proceeds that came in for the land purchase as well as a transfer from the EDC for the down payment on the land purchase. • Bond issuance cost - was not accounted for with the original budget. EDC: • Supplies decreased - slightly to support other increases • Maintenance increased - due to repairs needed at 312 North Powell Parkway including a roof repair and electrical repairs. • Services increased - due to contracts made with consultants related to services needed for the business park property. • Capital Expenditures increased - reallocation from other line items to this line to pay for infrastructure improvements like the water line and an entry feature for the business park property. • Transfer to CDC - the original budget failed to include the EDC's cash contribution for the down payment for the business park property. The CDC and EDC Board of Directors approved these budget amendments during their regular meetings on May 4, 2017. Staff also recommends approval of these amendments. ATTACHMENTS: Description Upload Date Type Ordinance amending EDC and CDC Budgets 5/4/2017 Ordinance CITY OF ANNA ORDINANCE NO. AN ORDINANCE AMENDING ORDINANCE NO. 729-2016 ADOPTING THE BUDGET FOR THE 2016-2017 FISCAL YEAR; PROVIDING FOR SAVINGS, SEVERABILITY, AND REPEALING CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, on September 13, 2016, the City Council of the City of Anna, Texas ("City Council"), after a duly noticed public hearing as required under Texas Local Gov't Code §102.106, and in accordance with applicable provisions of the City of Anna, Texas Home -Rule Charter ("Charter"), adopted a budget of all municipal appropriations and expenditures for the 2016-2017 fiscal year; and WHEREAS, the City is authorized to make this budget amendment by majority vote of the City Council under Section 7.09 of the Charter; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS THAT: SECTION 1. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this ordinance for all purposes and are adopted as a part of the judgment and findings of the City Council with respect to the budget amendments described herein. SECTION 2. The City Council of the City officially finds, determines, and declares that the City of Anna 2015-2016 fiscal year budget is hereby amended with respect to the Anna Community Development Corporation (CDC) and the Anna Economic Development Corporation (EDC) as set forth in the original budget adopted under Ordinance No. 729-2016 by replacing the information regarding said component units with the information relating to said component units set forth in the attached Exhibit A, incorporated herein for all purposes. SECTION 4. Upon adoption and execution of this ordinance, the City Secretary is directed to attach same and its exhibits to the original City of Anna 2016-2017 fiscal year budget in all places where said budget is filed as of public record or posted for public inspection. SECTION 5. If any provision of this ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this ordinance would have been enacted without such invalid provision. SECTION 6. It is officially found, determined, and declared that the meeting at which this ordinance is adopted was open to the public and public notice of the time, place, PAGE 1 OF 2 and subject matter of the public business to be considered at such meeting, including this ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. PASSED, APPROVED, AND ADOPTED on first and final reading on this 9'" day of May, 2017. ATTESTED: APPROVED: City L. Secretary, Carrie Smith Mayor, Mike Crist PAGE 2OF2 Item No. 10. City Council Agenda Staff Report Meeting Date: 5/9/2017 Y{OUW HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Council committee to review appointments to the Charter Review Commission. (Mayor Crist) SUMMARY: At least once every six (6) years, the City Council must appoint a Charter Review Commission. The last Commission was appointed in 2011. The Commission must consist of at least ten (10) citizens of the City all of whom must be qualified voters in the City. The Mayor and City Council may choose to create a Council committee of not more that three (3) Council members to review applications and make recommendations regarding appointments to the Charter Review Commission. STAFF RECOMMENDATION: