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06-28-2016 (City Council) Agenda Packet NOTICE OF PUBLIC ITY OF W "LIE EVENT Tuesday, June 28, 2016 5:30 p.m. Wylie Municipal Complex 300 Country Club Road, Building #100 EXPLANATION! A RECEPTION FOR OUTGOING BOARD AND COMMISSION MEMBERS WILL TAKE PLACE PRIOR TO THE CITY COUNCIL MEETING. A QUORUM OF THE CITY COUNCIL MAY OR MAY NOT BE PRESENT, NO ACTION WILL BE TAKEN DURING THIS RECEPTION. /1/11 Wylie City Council CITYO F WYLIE NOTICE OF MEETING Regular Meeting Agenda June 28, 2016 — 6:00 pm Wylie Municipal Complex Council Chambers/Council Conference Room 300 Country Club Road, Building #100 Eric Hogue Mayor Keith Stephens Mayor Pro Tern Diane Culver Place 2 Jeff Forrester Place 3 Candy Arrington Place 4 William Whitney Ill Place 5 David Dahl Place 6 Mindy Manson City Manager Richard Abernathy City Attorney Carole Ehrlich City Secretary In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie Municipal Complex, distributed to the appropriate news media, and posted on the City website: www.wylietexas.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted on the City of Wylie website: www.wylietexas.gov. The Mayor and City Council request that all cell phones and pagers be turned off or set to vibrate. Members of the audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone conversation. The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. CALL TO ORDER Announce the presence of a Quorum INVOCATION & PLEDGE OF ALLEGIANCE PRESENTATIONS • Presentations for Outgoing Wylie Boards and Commission Members. Oath of Office for Incoming Wylie Boards and Commission Members • Employee Milestone Anniversaries—(L. Fagerstroin, Human Resources Manager) June 28,2016 Wylie City Council Regular Meeting Agenda Page 2 of 3 • Proclamation of Parks and Recreation Month. (R. Diaz, Parks and Recreation Superintendent) • Presentation of the TAMI Award for Best Website in the State of Texas (C. Kelly, Public Information Officer) CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non- agenda form prior to the meeting in order to speak. Council requests that comments be limited to three(3) minutes. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen participation. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider, and act upon, approval of the Minutes of June 14, 2016 Regular Meeting of the Wylie City Council. (C. Ehrlich, City Secretary) B. Consider, and act upon, approval of a Preliminary Plat for Inspiration, Phase 3 & 4 consisting of 107.629 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road (F.M. 2414) and east of Aztec Trail. (R. 011ie, Development Services Director) C. Consider, and place on file, the City of Wylie Monthly Investment Report for May 31, 2016. (L. Bantz, Finance Director) D. Consider, and place on file, the City of Wylie Monthly Revenue and Expenditure Report for May 31,2016. (L. Bantz, Finance Director) E. Consider and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of May 31,2016. (S. Satterwhite, WEDC Director) REGULAR AGENDA 1. Hold a Public Hearing and consider, and act upon amending regulations to Zoning Ordinance 2008-47, Article 6, Section 6.3 Downtown Historic District(DTH) as it relates to design guidelines and standards within the Downtown Historic District. ZC 2016-07 (R. 011ie, Development Services Director) Executive Summary The City Council has declared as a matter of ordinance that the preservation, protection, and use of landmarks and historic districts is a public necessity because they have a special character or a special historic, architectural, aesthetic, or cultural interest and value and thus serve as visible reminders of the history and heritage of the City of Wylie June 28,2016 Wylie City Council Regular Meeting Agenda Page 3 of 3 2. Consider and act upon approval of Resolution 2016-15(R) authorizing the City Manager to execute an Impact Fee Agreement with Bloomfield Homes, L.P. for the construction of the northbound lanes of Wylie East Drive. (C. Holsted, City Engineer) Executive Summary When Wylie East High School was built, four lanes of Wylie East Drive were constructed adjacent to the school property and two lanes of the roadway (the southbound side) were constructed north of the school site to SH 78. Wylie East Drive is shown as a secondary thoroughfare (4-lane divided) on the City of Wylie Thoroughfare Plan and the project is included in the Capital Improvements Plan and impact fee calculation WORK SESSION • Presentation of compensation market survey and analysis (J. Butters, Asst. City Manager) EXECUTIVE SESSION Recess into Closed Session in compliance with Section 551.001, et seq. Texas Government Code, to wit: §§Sec. 551.072.DELIBERATION REGARDING REAL PROPERTY; CLOSED MEETING. A governmental body may conduct a closed meeting to deliberate the purchase, exchange, lease, or value of real property if deliberation in an open meeting would have a detrimental effect on its negotiating position. • Discussion regarding property generally located near the intersection of Country Club and Brown St. RECONVENE INTO OPEN SESSION ADJOURNMENT If during the course of the meeting covered by this notice,the City Council should determine that a closed or executive meeting or session of the City Council or a consultation with the attorney for the City should be held or is required,then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act,Texas Government Code§551.001 et. seq.,will be held by the City Council at the date,hour and place given in this notice as the City Council may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act,including,but not limited to,the following sanctions and purposes: CERTI FICATION I cert0;that this Notice of Meeting was posted on June 24, 2016 at 5:00 p.m. as required by law in accordance with Section 551.042 of the Texas Government Code and that the appropriate news media was contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wylietexas.gov. Carole Ehrlich,City Secretary Date Notice Removed Lynn Fagerstrom C 1YOFWY HR Manager City of Wylie 972-516-6048 FROM THE DESK OF. .. Lynn Fagerstrom JUNE 2016 EMPLOYEE MILESTONE COUNCIL RECOGNITION Margaret Schlossstein, Admin Assistant for the City Manager's Office — 10 years • Margaret grew up and lived in Newfoundland Canada. She has nine brothers and sisters. Margaret is the proud mother of two kids and also has six grandkids. • It could be said that Margaret has patience made of steele. She handles the main phone line for the City as well as being the first point of contact for the city. Margaret always displays grace and goes the extra mile to answer all questions. Matt Green, Parks Irrigation Technician — 10 Years • Married for 11 years to his Wife Twila • Two children Lincoln-17 months and Ryleigh-4 years old • Enjoys vacationing with the family, Matt's favorite place is the Bahamas • Hobbies include building model cars • Favorite food is Mexican Casey Nash, Fire Captain — 10 years • Casey and his wife, Carly, and two sons, Nolan and Fisher, live in Wylie, Texas! He will celebrate his 10th wedding anniversary in 2016, too. • Casey also proudly adds that his parents, two brothers, one sister and a cousin all have homes in Wylie. • Casey is a member of First Baptist Church in Wylie. Patrick Hewitt, Firefighter/Paramedic — 10 years • Patrick grew up in the mid-cities and attended LD Bell High School in Hurst...he got to Wylie as quickly as he could! • Patrick is married and has two children...David 14 and Erynn 9. • After high school, Patrick enlisted in the Navy and served in Sigonella, Sicily and in Virginia Beach where he served as an Avionics Technician. Jeremy Littlefield, Firefighter/Paramedic — 10 Years • Jeremy has been married to his wife Stephanie for 20 years. They have three children: 1 . Johnathon - 20 years old - was a Wylie Fire Explorer for a couple of years and now he is finishing Paramedic school. 2. Middle child Brianna - 19 - is studying Marine Biology at McMurry University in Abilene. 3. Youngest child Zachary - 15 - is starting his freshman year in high school and is involved in FFA, plays football, and percussion. • Jeremy says, "Even though I do not live in the City of Wylie, I recently discovered I have roots in Wylie from my great grandparents. I am always proud to call Wylie my home away from home." Candy Hawkins, Police CID Admin Assistant — 15 years • Candy has been married to her husband Barry for 28 years. • They have two kids, Patrick and Amanda. Patrick graduated from Sam Houston State University and Amanda will graduate from Sam Houston in December. • Candy has lived in Wylie for 21 years and has watched the city grow. • Co-workers say that Candy is an incredibly hard worker, always eager to pitch in and always — no matter what burden she has going on — always has a smile for everyone who passes her way. Ricardo Govea, Parks Chemical Applicator — 15 Years • Married 13 years to his Wife Laura • Two children: son JR is 17 years old and Cynthia is 8 years old • Was born in Mexico and came to the US at an early age • Enjoys social gathering with his Church family • Very devoted Christian and a minister at his Church • Coffee lover-The sweater the better! • Favorite food is Mexican Archie Whitt, Parks Field Supervisor — 15 Years • Married for 15 year to his wife Natalie • Two children - Gracie 9 years and Lyla 6 years • Archie enjoys traveling to new places and meeting new people • He also enjoys landscape/yard work... to a certain point! • Hobbies are dirt track racing, fishing, and exercising • Archie has a goal to visit all 50 states and has visited almost half of them so far. Buddy McGuire, Streets Equipment Operator — 15 Years • Buddy is well known as the quiet leader in public works. He is never too busy to lend a hand or ear to anyone who needs it. • Buddy has been married for 39 years and considers his wife his hero. • They have three children and four grandchildren. • Buddy says the City of Wylie is the best job and best people he has ever worked with. • Buddy's hobbies are hunting, taking his 1923 Ford T-Bucket to car shows and driving his Ford down country roads. JD Pulley, Waste Water Crewleader — 15 Years • Married to Kelly and they have three sons Dalton, Jacob and Justin. • Enjoys the environment at the City of Wylie, what he does for the City and taking care of business! • Loves God and family and the great City of Wylie. Mary Bradley, Community Development Admin Assistant — 15 years • Mary purchased her home in Wylie almost 17 years ago. She was a single parent with two kids. • Both of Mary's children are involved in some type of ministry. Her son is a pastor, and her daughter works with youth. • In her 15 years here, Mary has worked under two directors and one Assistant City Manager/Director. The city employees grew from 115 to 380 during her tenure. Even though there have been several changes, Mary says the employees still feel like family. The City of Wylie has not lost its small town feel, it has just widened its arms. Wylie City Council CITY OF WYLIE Minutes City Council Meeting Tuesday, June 14, 2016 - 6:00 p.m. Wylie Municipal Complex - Council Chambers 300 Country Club Road, Bldg. 100 Wylie, TX 75098 CALL TO ORDER Announce the presence of a Quorum. Mayor Hogue called the meeting to order at 6:05 p.m. City Secretary Ehrlich took roll call with the following City Council members present: Mayor pro tem Keith Stephens, Councilman David Dahl, Councilwoman Candy Arrington, Councilwoman Diane Culver, and Councilman William Whitney III. Councilman Jeff Forrester was absent. Also present was Junior Mayor Diego Munoz. Staff present were: City Manager, Mindy Manson; Fire Chief, Brent Parker; Police Chief, Anthony Henderson; Assistant City Manager, Jeff Butters; City Engineer, Chris Hoisted; Development Services Director, Renae 011ie; Community Services Director, Mike Sferra; WEDC Executive Director, Sam Satterwhite; City Secretary, Carole Ehrlich; Public Information Officer, Craig Kelly; and various support staff. INVOCATION & PLEDGE OF ALLEGIANCE Former Mayor William Martin gave the invocation and Former Councilmember Steve Wright led the Pledge of Allegiance. PRESENTATIONS • Presentation of Junior Mayor Diego Munoz. (E. Hogue, Mayor) Mayor Hogue introduced Junior Mayor Diego Munoz. He explained that Groves Elementary auctioned the "Mayor for a Day" and Diego, who will be a 4th grader, was the winner. All proceeds from the auction fund the Groves Elementary PTA. Mayor Hogue administered the Oath to Junior Mayor Munoz, and he assisted in conducting the remainder of the meeting. • Presentation of Wylie Way Students—4th Quarter. (E. Hogue, Mayor) Minutes June 14, 2016 Wylie City Council Page 1 Mayor Hogue and Mayor pro tern Stephens presented medallions to students demonstrating "Shining the Wylie Way." Each nine weeks one student from each WISD campus is chosen as the "Wylie Way Student." CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non- agenda form prior to the meeting in order to speak. Council requests that comments be limited to three(3)minutes. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen participation. Bobby Heath, representing the Wylie Downtown Merchants Association, urged everyone to attend the Bluegrass on Ballard event scheduled for July 2, 2016. The event will be held in Olde City Park in Historic Downtown Wylie. Features of the event will be arts and crafts booths, food vendors, antique car show, and bluegrass entertainers. New this year will be fireworks sponsored by Bloomfield Homes. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider, and act upon, approval of the Minutes of May 24, 2016 Regular Meeting of the Wylie City Council. (C. Ehrlich, City Secretary) B. Consider, and act upon, authorizing the City Manager to execute a cooperative agreement with the Collin County Community Supervision and Corrections Department for the purpose of providing probationers placed on community supervision by the courts an opportunity to perform volunteer public service work with the City of Wylie to fulfill sentencing conditions. (S. Rodgers, Parks Manager) C. Consider, and place on file, the Animal Shelter Advisory Board report to City Council regarding the meeting held on May 11,2016. D. Consider, and act upon, authorizing the City Manager to execute a Rental/Use of Building Facilities Agreement with Waterbrook Bible Fellowship for the purpose of conducting Senior Recreation Center activities. (M. Sferra, Community Services Director) E. Consider, and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of April 30,2016. (S. Satterwhite, WEDC Director) Council Action A motion was made by Councilwoman Culver, seconded by Councilwoman Arrington to approve the Consent Agenda as presented. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. Minutes June 14, 2016 Wylie City Council Page 2 REGULAR AGENDA 1. Consider, and act upon, the recommendations of the 2016 Boards and Commission Council Interview Panel for appointments to the Animal Shelter Advisory Board, Construction Code Board, Library Board, Parks and Recreation Board, Parks and Recreation Facilities Development Corporation Board (4B), Planning and Zoning Commission, Public Arts Advisory Board, Historic Review Commission, Wylie Economic Development Corporation, and the Zoning Board of Adjustments to fill board vacancies for a term to begin July 1, 2016 and end June 30,2018/19. (C. Ehrlich, City Secretary) Council Discussion Mayor Hogue thanked members of the 2016 Boards and Commissions Interview Panel (Mayor pro tern Stephens, Councilwoman Arrington, and Councilman Dahl) for their service and asked Chair Stephens for recommendations. The following recommendations were acted upon and approved. Council Action A motion was made by Mayor pro tem Stephens, seconded by Councilwoman Arrington to appoint the following members to the Animal Advisory Board (2 year terms): Brad Abraham, DVM (Veterinarian) to replace Dr. Chuck Kerin; Beatrice Cordova (citizen position) to replace Amy Nutz; Brad Boozer (citizen position) to replace David Lewis, and re-appoint Councilman David Dahl (public official). A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilman Dahl to appoint the following members to the Construction Code Board (2 year terms): Brett Swendig, alternate, to replace Thomas Byers, and Roberts Reynolds, alternate, to replace Charles Barton. Appoint active member David Burkhart to replace Karyn McGinnis, and to re-appoint Dale Davenport and Sunil Verma. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilwoman Arrington to appoint the following members to the Library Board (2 year terms): re-appointment of Kenneth Cash, and the appointment of Jesse Meason to replace Geraldine Washington. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilman Dahl to appoint the following members to the Parks and Recreation Board (2 year terms): the re-appointment of David White, Emmett Jones, and Matt Rose, and the appointment of Joni Robinson to replace Lisa Ulmer. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilwoman Arrington to appoint the following members to the Parks and Recreation 4B Board (2 year terms): the re- appointment of Mayor Eric Hogue and Councilman David Dahl. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilman Dahl to appoint the following members to the Planning and Zoning Commission (2 year terms): the re- appointment of Sonia Ahmed, Ronald Smith, and Randy Owens, and the appointment of Robert Minutes June 14, 2016 Wylie City Council Page 3 Myers to replace David Williams. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilwoman Arrington to appoint the following members to the Public Arts Advisory Board (2 year terms): the re- appointment of Brooke Lopez, Lynn Grimes, and Lisa Green, and the appointment of Michael Schwerin to replace Margaret Boyd. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilwoman Arrington to appoint the following members to the Zoning Board of Adjustment (2 year terms): the re- appointment of Jason Potts, Andres Gonzalez, Kevin Finnell, and Robert Holcomb, and to appoint Robert Reynolds to replace Karyn McGinnis and appoint Beatrice Cordova as alternates to the board. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilman Dahl to re-appoint the following members to the Wylie Economic Development Corporation Board (3 year terms): the re-appointment of Mitch Herzog and Marvin Fuller. The Council Committee also suggested the WEDC Bylaws be changed to include one of the following: an "active replacement" or "ExOfficio" to allow training of a replacement should an opening occur on the board. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. A motion was made by Mayor pro tem Stephens, seconded by Councilman Dahl to appoint the following members to the Historic Review Commission (2 year terms): the re-appointment of Bob Heath, appoint Mandi Wilson to replace Annilee Waterman, and Sandra Stone to replace Jennifer Wakefield. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. Interview of Ethics Board Applicants Council members interviewed the following applicants: Brian Atwood, David Brown, Quincy Johnson, William Martin, Bradley Perry, Steven Wright, Eric Yanou, and Michael Pace. 2. Consider, and act upon, the appointments to the City of Wylie Ethics Board for a term to begin July 1,2016 and end June 30,2017/18. (C. Ehrlich, City Secretary) Council Discussion Mayor Hogue introduced the item stating that the Board of Ethics (Board) is created by Wylie Ordinance No. 2014-19 and serves at the will of the City Council. The board shall consist of five (5) regular members and two (2) alternates who will serve no more than one (1) term of two (2) years, with the exception of the inception to achieve staggered terms. The members will be resident citizens of the City and may not serve on any other Council appointed Board or Commission during their term. City of Wylie employees may not serve on the Board. The Board members are required to complete Open Meetings Act training and received Certificate of Completion by the first ninety(90) days of first year appointment. Mayor Hogue asked for recommendations from the 2016 Boards and Commissions Interview Panel. Chair, Mayor pro tem Stephens made the following recommendations: for 2 year terms: William Martin, Minutes June 14, 2016 Wylie City Council Page 4 Steven Wright, and Brian Atwood. One year terms: Quincy Johnson and Bradley Perry. Alternate positions: Eric Yanou and David Brown. Councilwoman Culver stated she believed the board would be served by having an attorney on the board and recommended Michael Pace for a position. Chair Stephens stated that these recommendations were based partly on the applications and the desire shown to serve on this particular board, which all recommended applicants had shown as one of their preferences. Council Action A motion was made by Mayor pro tern Stephens, seconded by Councilwoman Culver to appoint the following applicants to the Ethics Board for staggered terms: William Martin, Steven Wright, and Brain Atwood to serve two year terms from July 1, 2016 to June 30, 2018; Quincy Johnson and Bradley Perry to serve one year terms beginning July 1, 2016 and ending June 30, 2017, and to appoint Eric Yanou and David Brown to serve as alternates for two year terms beginning July 1, 2016 and ending June 30, 2018. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. 3. Consider, and act upon, an appeal to the City Council of the Historic Review Commission's decision to deny renovations to relocate a window and door for a commercial structure located at 100 N.Ballard Avenue. (R. 011ie, Development Services Director) Staff/Council Comments Development Services Director 011ie addressed Council stating that the applicant had submitted an appeal to the Historic Review Commission's decision to deny a request to relocate a window and door of an existing commercial structure within the Historic Downtown District (DTH). The applicant states that moving the door south one panel (approx. 3 feet) does not affect the historical value of the property. This is especially true since many of the doors in the downtown area are off-center. The applicant states that it is their belief that the decision was prejudicial and without merit. 011ie explained staff has provided a google map of the downtown area showing 5 entrances that are currently off-set. 011ie explained the Commission discussed at great length the off-set of the door. Discussions focused on the relocation of the door and window in that it was not in tune with historic commercial buildings and that the change was too significant. Other options discussed included relocating the main entry to the south side of the building on Oak. The applicant stated that would not be favorable. The Commission also asked if the applicant had discussed with TCBY any alternate floor plan layouts that would allow the door to remain as is. The applicant stated that their preference of course was to have only interior modifications. However, to have a more sufficient interior flow was to relocate the door. 011ie reported the commission voted 3-3, which failed due to lack of a majority vote. Councilwoman Culver stated that she was a little upset that a business wishing to provide service in the downtown area was having to jump through hoops in order to establish the business. She noted there were other off-set doors in the downtown area and was not sure why this particular request was denied. She asked if there were any other extenuating circumstance that required this denial. Development Services Director 011ie stated there was not, other than what was stated. Councilman Dahl asked if the original building had been changed since the original construction. 011ie replied it had. Councilman Dahl stated his understanding of the HRC was not to impose restrictions on the owners in the downtown area, but rather to maintain the character of downtown. Councilman Whitney Minutes June 14, 2016 Wylie City Council Page 5 concurred with Councilwoman Culver. He asked if the existing doors and windows were the original materials constructed with the building. 011ie replied they were not. Citizen Comments Annilee Waterman, a member of the HRC and speaking for herself, addressed council stating why she had based her decision to deny the request. She stated that because the HRC Ordinance did not address these issues she referenced the National Standards & Guidelines for Rehabilitation set by the Secretary of Interior National Parks Department used for"historic" renovation across the country. Applicant Gary Taylor addressed Council stating that the brick on the building was not "historic brick" and was replaced sometime in the 1960's or early 70's. The same brick would not be hard to replace. He stated that his company had been building in Dallas for many years and always improved the character of a building once renovations were completed. He assured Council the building would retain its historic character. Council Action A motion was made by Councilman Whitney, seconded by Councilwoman Arrington to approve renovations to relocate a window and door for a commercial structure located at 100 N. Ballard Avenue. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. 4. Consider, and act upon, a residential sewer service connection for the property located at 2205 East Stone Road which is located in the ETJ of the City of Wylie. (C. Holsted, City Engineer) Staff/Council Comments City Engineer Holsted addressed Council stating that the Kreymer Park development is located on the east side of Wylie along East Stone Road. To provide sewer service to the development, a sewer line extension or the construction of a sewer lift station is required. Staff prefers a sewer line extension due to the reduced maintenance and utility cost over the life of the facility. Holsted explained, the developer acquired offsite easements to connect to a City of Wylie sewer line located on the south side of E. Stone Road. The alignment crosses two properties which are located in the ETJ. The previous property owner, Robert Kreymer, acquired the necessary offsite easements and an easement agreement was executed by Mr. Kreymer and the property owner at 2205 E. Stone Road. Holsted noted, the City was not aware of this agreement and not a party to the agreement— it is between the property owner and the developer. The agreement states that two sewer taps would be constructed "plus a hook up at the house to the sewer line would be completed if requested." The property owner executed the easement document and it has been filed with the County. Ordinance No. 2008-24 states "It shall be the policy of the City to not extend sewer lines or construct sewer mains to provide new sewer services to properties within the City's ETJ". Geoff and Julie Kilgore stated they would not have granted the easement unless they could connect to the sewer line. Mayor Hogue voiced his disappointment in the agreement that was offered by the property owner and developer to the Kilgore's, without the City's knowledge. Property owners Geoff M. and Julie C. Kilgore addressed Council stating that the developer offered to provide connection to City sewer, backfill, and offered monetary compensation for working on their property. Julie Kilgore stated that as time went on they started asking questions about how they would receive a bill since they were not on City water. The developer replied they had been in contact with the City and it would not be a problem to connect them to the sewer system. Mayor Hogue asked City Minutes June 14, 2016 Wylie City Council Page 6 Engineer Hoisted how many times he had been contacted by the developer regarding the tie in. Mr. Hoisted replied he was never contacted by the developer regarding the ETJ tie in for the Kilgore's. Mrs. Kilgore explained that they became suspicious after the developer stated he would hook the applicant up after the City had inspected and left the property. Mayor Hogue stated, in summary, what the developer told the applicant was he would take care of the sewer hookup for sewer service, if the applicant agreed to let them run the sewer line across their property and the applicant would never have to pay for sewer service. Mayor pro tem Stephens stated that this was fraud. Mayor Hogue stated this brought into questions everything this developer might provide for this development. Mayor Hogue asked City Manager Mason what would happen if the item before Council was denied. City Manager Manson stated that an easement agreement between the requestor and the developer had been filed with the County and therefore if the item was denied, the easement needed to be abandoned so the developer could not be on the Kilgore property without permission. In addition, a stop work order should be applied to the construction of the sub-division until the developer files alternate plans that are extensively reviewed and approved by the City. Council Action A motion was made by Mayor pro tem Stephens, seconded by Councilwoman Culver to deny a request for residential sewer service connection for the property located at 2205 East Stone Road which is located in the ETJ of the City of Wylie. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. 5. Consider, and act upon, authorizing the City Manager to execute an Interlocal Agreement between the City of Wylie and the Dallas Area Rapid Transit Bus Service for the provision of transit services for Wylie citizens who are 65 years of age or older or who have a disability through September 30,2017. (M. Manson, City Manager) Staff Comments City Manager Manson addressed Council stating that the City of Wylie has allocated $2,500 per month since the FY 14-15 Budget for transit services for residents who are 65 years of age or older or who have disabilities. Initially the service was provided by the Texoma Area Paratransit Services (TAPS) agency to some cities in Collin County including Wylie, Allen, Fairview and McKinney. TAPS encountered financial issues and officially discontinued services in Collin County in December 2015. She explained that in an effort to continue to provide the service, the North Central Texas Council of Governments (COG) asked DART to step in to temporarily continue the service for 90 days to allow time for each entity to evaluate how, or if, to continue the transit services. Services were provided to Wylie, Allen, and Fairview, with McKinney pursuing other avenues. Subsequent to that, DART received a grant from Toyota for$1 million dollars for the specific purpose of continuing the paratransit services in Collin County. The Regional Transportation Council (RTC) which is the policy and funding approval arm of the COG's regional transportation planning function approved an additional $650,000 in federal funding to match the Toyota grant. DART representative Todd Plesko addressed Council stating that the DART Board and LGC approved a plan to continue service for seniors and disabled in Collin County potentially through September 2017. Trips within the three cities and also to McKinney and Frisco are limited to seniors and the disabled. Transportation will be provided weekdays only from 5:00 a.m. to 6:00 p.m. Trips can be scheduled 8:00 a.m. to 5:00 p.m. Ten wheelchair accessible vehicles will be provided and stored in the City of Allen. Ridership currently ranges from 15 to 30 passengers per week; over 1,000 riders were transported in all three cities through May 2016. Mr. Plesko presented the recommended Taxi Voucher Program to be Minutes June 14, 2016 Wylie City Council Page 7 implemented for seniors 65+ and disabled. Users purchase taxi vouchers for 25% of voucher value in dollar increments with a maximum one time purchase of$200. Financial support for the remainder would be funded from Toyota and Federal grants. Medical appointments would take schedule priority. DART will continue to manage the current program through September 2016 and then provide the Taxi Voucher Program for FY 2017. Costs to service the Taxi Voucher program, based on current use, is estimated to be less than current costs to the City with opportunity to increase the ridership when needed. Council Action A motion was made by Councilwoman Arrington, seconded by Councilwoman Culver to authorize the City Manager to execute an Interlocal Agreement between the City of Wylie and the Dallas Area Rapid Transit Bus Service for the provision of transit services for Wylie citizens who are 65 years of age or older or who have a disability through September 30, 2017. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. 6. Review, consider and act upon, Resolution No. 2016-01(R) passed January 12, 2016, establishing a public newspaper of general circulation to be the "Official Newspaper" for the City of Wylie. (C. Ehrlich, City Secretary) Executive Summary City Secretary Ehrlich addressed Council stating that Resolution No. 2016-01(R) was passed by the Wylie City Council on January 12, 2016. At the time of passage Council requested the resolution be reviewed in six months. Staff is bringing the item back for further review. Council may continue the current resolution for the remainder of 2016 or repeal the resolution and adopt a new resolution naming another newspaper of general circulation for the remainder of the year. Mayor Hogue asked City Manager Manson to give an update on the meetings between herself and the Wylie News and how the relationship was between the two parties. City Manager Manson replied since the January meeting at which the resolution was approved, she had met with publisher Chad Engbrock to speak about both the newspaper and the magazine on two different occasions regarding the content of each. She stated that the relationship at this point was good. Council Action A motion was made by Councilman Dahl, seconded by Mayor pro tem Stephens to continue Resolution No. 2016-01(R) establishing the Wylie News as the Official Newspaper for the City of Wylie for 2016. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. WORK SESSION • FY 2016-2017 Budget Discussion and Overview. (M. Manson, City Manager and L. Bantz, Finance Director) City Manager Mindy Manson addressed Council presenting an overview of the proposed FY 2016/2017 Budget. She noted this was very preliminary. Manson reviewed some assumptions which included a 10.5% increase in estimated property value and a 5% increase in sales tax for FY 2016/2017 on the revenue side. Expenditures assumed a 10% increase in employee health insurance, and a Public Safety step increase. This assumption also includes base revenue and expenditures for each department. Minutes June 14, 2016 Wylie City Council Page 8 Factoring in these assumptions, the estimated excess balance for FY 2016/2017 is approximately $2,909,098. Not included in the assumptions was Market Survey adjustments (effective Oct' 16) estimated cost to the General Fund of $1,014,000, merit increases projected at an average 3% for non- sworn personnel (effective Jan' 17) estimated cost to the General Fund of $206,000. Twenty seven requests for new or upgraded personnel positions totaling to $1,120,726 with equipment costs associated with new personnel estimated at $18,413. Non-personnel requests from all departments totaled $2,935,155. Manson reviewed the General Fund Balance for 2016/2017, based on assumptions, to be 32%. She reported this percentage was above the reserve fund goal of 25%. Manson noted Department presentations will take place July 14, 2016 and July 19, 2016 to continue the budget discussions. Manson gave an update to the April 11, 2016 hail storm and subsequent damage to public buildings. She reported the insurance carrier Texas Municipal League would likely have no final numbers regarding damage reimbursement at this time. Estimated costs are being reviewed to cover the remodeling of the Public Safety Building and would be presented at a later date. Councilwoman Culver asked for an updated spreadsheet showing reimbursement for individual buildings once the insurance company had completed their review. Councilwoman Arrington asked if there were specific departments requiring increases in the Market Survey. Manson replied the Fire Department had the most substantial need for market adjustments. City Manager Manson stated she would like to see the Market Adjustments remain in this year's budget in order not to get behind on employee compensation. RECONVENE INTO REGULAR SESSION Mayor Hogue reconvened into Regular Session at 9:33 p.m. ADJOURNMENT A motion was made by Mayor pro tem Stephens, seconded by Councilman Dahl, to adjourn the meeting at 9:35 p.m. A vote was taken and the motion passed 6-0 with Councilman Forrester absent. Eric Hogue, Mayor ATTEST: Carole Ehrlich, City Secretary Minutes June 14, 2016 Wylie City Council Page 9 e Wylie City Council AGENDA REPORT kllrq'.MYYY tAi'AMA Meeting Date: June 28,2016 Item Number: B Department: Planning (City Secretary's Use Only) Prepared By: Renae' 011ie Account Code: Date Prepared: June 16,2016 Budgeted Amount: Exhibits: 1 Subject Consider, and act upon, approval of a Preliminary Plat for Inspiration, Phase 3 & 4 consisting of 107.629 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road(F.M. 2414) and east of Aztec Trail. Recommendation Motion to approve a Preliminary Plat for Inspiration, Phase 3 & 4 consisting of 107.629 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road(F.M. 2414) and east of Aztec Trail. Discussion OWNER: HC Inspiration Two,LLC APPLICANT/ENGINEER: Kimberly K. Cornett,P.E., CFM Inspiration is an approximate 700 acre master planned community; special municipal utility district (MUD) located in unincorporated Collin County and the Extraterritorial Jurisdiction of Wylie, St.Paul, and Lucas. When complete, the development will consist of approximately 1,400 single family lots of varied densities and multiple open space areas and a WISD elementary school site. In accordance with the approved development agreement; the MUD shall comply with City's Subdivision Regulations and plat requirements for properties within Wylie's ETJ. The plats for Phase 1 & 2, approved in early 2014, totaled approximately 150 acres of which about 20 acres was in the Wylie ETJ. This plat, consisting of Phases 3 &4 and totals 170.996 acres and 512 residential and common area lots. Within the Wylie ETJ is 107.629 acres and 324 lots, and are submitted for consideration. The development agreement adopted in October, 2011 requires that the average lot size be 8,500 square feet and unit density be no more than 2.65 per acre for the development within the Wylie ETJ. After the completion of Phase 4 the development averages will be approximately 10,155 square foot lots with a density of 2.94 units per acre. Including the 49 future lots on 31.73 acres will bring the subdivision within the requirements set forth in the development agreement. This Preliminary Plat complies with all applicable technical requirements of the City of Wylie and conforms to the approved Development Agreement. P&Z Commission Discussion The Commission recommends approval 4-0 subject to additions and/or alterations to the engineering plans as required by the Engineering Department. (Rev 01/2014) Page 1 of 1 3AO 0WTES KVONwaT[R EHvai ON ]a xa ENLNO1 FLOODPLAIN DATA DERIVED PROM FEMA FLOOD a `x R .eS VL °xE z OOx O <O96G re =) PROBSERVATIONS.Nreuor" .T.4 1,1001 LL AA V DE N x .„ N O0 E DETERMINED BY sacAiLV *Eo RxN COPS A P x a AND AS xEx.°NTATE carsARP o- re°;xA.LaTO7TO � �° s8 PRreev °VU sz°o9,x � ✓ , PRO JEC T en LOCATION Wxx,N caTO �r ® O� w x Rs s R YELLOW PLASTIC CAP slAuPre° 3 K cR` \e^ 10 BURGESS'roux°MR CORNER I FT� UNION AE40'oPR° a,° C , ,�,LA r 4°° ° ° X=�� 0.04\os�©�►,0efiv� TEXAS TRAC 195 b. EXAS 40 1444410\7*.AiTil*i.i .&## IIIW \ zi,, 6 ( „t, 'o �� 1 14 'LOST� VICINITY MAP UNITED STATES OF AMERICA �,/,� ,• \,/®,�e �O� /o*1111ve�111 ��®Amolk �')f Biiii LLS s eTma',e•N 711 2S.n \ 1 4 WAtt#. VTOL x..c.c.T. e33 • 4r, , , P ' sa� 0��� „ cWW*1:4!7SX14111111111111 .����� �" i--___� a^ us :arse si•�x ,...n4s' w i he ® obi ' 404 �111 "1 . •. . .�Ll,L . , , v® ;ibil ..: RVE MORAL APPLE RD MINH ARC LEND1H =:o 2 ,tiDIUS CHORD 440 C4 ., ro SPAS' l ft , , , ,-I. onion 0 °VTOL '5 A orecc151iS• PER FEMA MAP 48.085C0610lNW \ S` __ W 6 REVISED JUN[ \ 'O. \ ^....1111111111111 ce zo°,io=e'Oosa`so \ a �,����OOO�- W. PRELIMINARY PLAT °Pre . ��®®� e�©4� �� ,afA������v0000eooe,iw4 �r OF ©�� �e�e �� PHASE 3&4 C2 L! DUT OF THE _. ���0© �,, 0116-‘ �!� LIL. FARMER SURVEY ti ABSTRACT NO. 334 •a ` �O ®�O ✓O 0�� 0 \ LnL7 M. MORRIS SURVEY ,v ABSTRACT NO. 561 gm. �® �O®,®oOe% _ 1 O. SHELBY SURVEY ABSTRACT NO. 799 ,® , J. TURNHAM SURVEY ti ABSTRACT NO. 919 �S4 4, 4 ir0 _ uG N THE TOWN OF ST. PAUL E.T.J., THE CITY OF OM E L„ 1V WYLIE E.T.J., AND THE CITY OF LUCAS E.T.J., COLLIN COUNTY, TEXAS Y/ nil I L131 , �aPACLxMg,0 ,I. PHASE 3B PHASE 4 ST. PAUL E.T.J. - 12.929 ACRES WYLIE E.T.J. 107.629 ACRES �,® ©`` /� � —S LUCAS E.T.J. 50.438 ACRES 1141 ..,x \\NW�a ,� +✓�� �� /t car OF TS TOWuoFSTIPAJ ETJ45NON08 RRESDDENTALENTIAL LOLOTS ill \� #tIt 4A7111:ettitisrififfriumictiwt.i* OWNER/DEVELOPER PLANNER �e 00 4'� a \< ��PHASE 3C HC INSPIRATION TWO,LLC MESA DESIGN GROUP F-I ✓ 1. 8200 DOUGLAS AVENUE,SUITE 300 2001 N.LAMAR STREET,SUITE 100 `�eedp� . \ \,• DALLAS.TEXAS 75225 DALLAS.TEXAS 75202 a hq / \ 214.750.1800 214-871-0568 a A ®/x �.., EXsrNc �,�. PHASE v; ENGINEER: �I 0.8`+ ../Y PHASE 2B A R�\\��// INSPIRATION.PHASE 1A n A , JACOBS z p / x 1999 BRYAN STREET.SUITE 1200 i - / \\ cne PRCx EXISTING 1 \ DALLAS,TX 75201 3136 ,., !ice o PHASE 1B AO, EXISTING PHONE 219 638 0195 � l PHASE 2A FAX 219 636 0447 ICI 6GEGNNNNG � JosoEs En9 near n9 GroUP Ins. PHASE PLAN Tees Registration F 2966 W4 III 1 = 600' MAY 2016 SCALE: 1" 200• SHEET 1 OF 5 a PROJECT NO WVXX0330 11 LEGAL DESCRIPTION CITY OF WI IF rl 170.989 ACRES 'SELLING A PORTION DF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY �y ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BEING A 170.989 ACRE TRACT OF LAND SITUATED IN THE MARK MORRIS SURVEY,ABSTRACT NO. SOUTH 87 DEGREES 53 MINUTES 19 SECONDS EAST.A DISTANCE OF 11.20 FEET TO A 5/8' BUILDING PERMITS." 561.THE LEROY FARMER SURVEY,ABSTRACT NO.339,THE JOSIAH TURNHAM SURVEY.ABSTRACT IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS'SET FOR CORNER; NO.THE CITY OFD THE WYLE E.T.J.ANDE THE CITY OF LUCASE.T.J.,COLLIN COUNTY,TOWN E%AS,ANDPAUL BEING PART 'RECOMMENDED FOR APPROVAL' 71. SOUTH 02 DEGREESH LL MINUTES 41 SECONDS WEST,A S.DISTANCETOF 50.00 FEET TO A 5/B" OF A 321.159 ACRE TRACT OF LAND,CONVEYED TO PARKER LAKESIDE,LLC,BY DEED RECORDED IN IRON ROD WITH A YELLOV!PLASTIC CAP STAMPED"JACOBS.SET FOR CORNER; COUNTY CLERK'S FILE NO.20130507000619170.OFFICIAL PUBLIC RECORDS,COLLIN COUNTY, TEXAS. SAID 170.984 ACRE TRACT,WITH BEARING BASIS BEING GRID NORTH.TEXAS STATE PLANE NORTH 87 DEGREES 53 MINUTES 19 SECONDS WEST.A DISTANCE OF 10.00 FEET TO A 5/8' Nj COORDINATES.NORTH CENTRAL ZONE.NAD83(NAD83(2011)EPOCH 2010).DETERMINED BY GPS IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR CORNER; OBSERVATIONS.CALCULATED FROM DALLAS COBS ARP(PID-DF89B4)AND DENTON CORS ARP CHAIRMAN,PLANNING&ZONING COMMISSION DATE (PID-DF89B6),AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: SOUTH 47 DEGREES 19 MINUTES 03 SECONDS WEST.A DISTANCE OF 21.29 FEET TO A 5/B" CITY OF WYLIE U4 BEGINNING AT A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR THE IRON NOD OFFH A ON PLASTIC E STAMPED"HT HA•SET FOR CORNER.AND THE SOUTHEAST CORNER OF LOT 1X BLOCK U.OF INSPIRATION.PHASE 1B,AN ADDITION TO THE TOWN BEGINNINGREE NON-TANGENT CURVE TD THE RIGHT HAVING.50 A CENTRAL ANGLE DF 29 OF ST.PAUL E.T.J..AND TO THE CITY OF WYLIE.E.T.J.,AS RECORDED IN CABINET 2015.PAGE 363. BEARS SOUTHS 10 MINUTES5 E SECONDS,A RADIUS9 OF S1 WEST FEET,S AND A FANG 6C6ORD THAT APPRWED FOR CONSTRUCTION" PLAT RECORDS,COLLIN COUNTY,TEXAS,AND BEING ON THE NORTHERLY RIGHT-OF-WAY LINE DF BEARS 15 DEGREES 01 MINUTE 29 SECONDS WEST A DISTANCE OF 938.66 FEET; QI INSPIRATION BOULEVARD.A VARMBLE WIDTH RIGHT-OF-WAY OF INSPIRATION.PHASE 1A-1,AN ALONG SAID NON-TANGENT CURVE TO THE RIGHT,AN ARC DISTANCE OF 439.92 FEET TO A 'Z ADDITION TO THE TOWN OF ST.PAUL E.T.J.,AS RECORDED IN CABINET 2014.PAGE 602,PLAT 5/8'IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR THE NORTHWEST O RECORDS.COLLIN COUNTY.TEXAS; CORNER OF LOT 1X,BLOCK N.OF INSPIRATION,PHASE 2A,AN ADDITION TO THE TOWN OF ST. MAYOR,CITY OF WYLIE,TEXAS DATE THENCE,AFANG THE NORTHEAST LINE OF SAID INSPIRATION.PHASE 1B,THE FOLLOWING COURSES PAUL,E.T.J.,AS RECORDED IN CABINET 2015,PAGE 240,PLAT RECORDS,COLLIN COUNTY, IH AND DISTANCES: TEXAS,AND THE COMMON NORTHEAST CORNER OF INSPIRATION BOULEVARD,AN 85 FOOT 11 RIGHT-OF-WAY OF SAID INSPIRATION,PHASE 2A; NORTH 09 DEGREES 01 MINUTE 04 SECONDS WEST,A DISTANCE OF 49.50 FEET TO A 5/8' "ACCEPTED' THENCE,ALONG THE NORTHERLY LINES OF SAID INSPIRATION,PHASE 2A,THE FOLLOWING COURSES IRON ROD WITH A YELLOW PLASTIC LAP STAMPED'JACOBS'SET FOR CORNER; ANO DISTANCES: IH NORTH 34 DEGREES 05 MINUTES OB SECONDS WEST,PASSING AT A DISTANCE OF 792.00 FEET NORTH 62 DEGREES 53 MINUTES 11 SECONDS WEST.A DISTANCE OF 85.00 FEET TO A 5/8' a A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR THE NORTHEAST IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR CORNER,AND THE MAYOR,CITY OF WYLIE,TEXAS DATE CORNER OF SAID INSPIRATION.PARSE 1B.AND THE COMMON SOUTHEAST CORNER OF BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 53 IC4 INSPIRATION,PHASE 2B,AN ADDITION TO THE TOWN OF ST.PAUL,E.T.J.,AND THE CITY OF DEGREES 52 MINUTES 07 SECONDS,A RADIUS OF 957.50 FEET,AND A LONG CHORD THAT WYLIE,E.T.J.,AS RECORDED IN CABINET 2015,PAGE 381,PLAT RECORDS,COLLIN COUNTY. BEARS SOUTH 54 DEGREES 02 MINUTES 53 SECONDS WEST A DISTANCE OF B67.43 FEET; THE UNDERSIGNED,THE CITY SECRETARY OF THE CITY OF WYLIE,TEXAS,HEREBY CERTIFIES TEXAS,AND CONTINUING ALONG THE NORTHEAST LINE OF SAID INSPIRATION,PHASE 2%PASSING THAT THE FOREGOING FINAL PLAT OF THE AT A DISTANCE OF 1545.20 FEET A 5/8'IRON ROD WITH A YELLOW PLASTIC CAP STAMPED ALONG SAID NON-TANGENT CURVE TO THE RIGHT,AN ARC DISTANCE OF 900.23 FEET TO A SUBDIVISION OR ADDITION TO THE CITY OF WYLIE WAS SUBMITTED TO THE CITY COUNCIL ON "JACOBS"SET FOR THE NORTHEAST CORNER OF SAID INSPIRATION,PARSE 2B.AND CONTINUING DAY OF 20__,AND THE COUNCIL,BY FORMAL ACTION,THEN AND OVER AND ACROSS SAID 321.159 ACRE TRACT FOR A TOTAL DISTANCE OF 1679.61 FEET TO A 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR CORNER; THERE ACCEPTED THE DEDICATION OF STREETS,ALLEY,PARKS,EASEMENT,PUBLIC PLACES,AND WATER AND SEWER LINES AS SHOWN AND SET FORTH IN AND UPON SAID PLAT AND SAID 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS'SET FOR CORNER; SOUTH 80 DEGREES 58 MINUTES 56 SECONDS WEST.PASSING AT A DISTANCE OF 51.62 FEET COUNCIL FURTHER AUTHORIZED THE MAYOR TD NOTE THE ACCEPTANCE THEREOF BY SIGNING HIS THENCE,CONTINUING OVER AND ACROSS SAID 321.159 ACRE TRACT,THE FOLLOWING COURSES AND A 5/8"IRON RDD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR THE WESTERLY NAME AS HEREINABOVE SUBSCRIBED. DISTANCES: MOST NORTHWEST CORNER OF SAID INSPIRATION,PHASE 2A,AND THE COMMON NORTHEAST CORNER OF AFORESAID INSPIRATION PHASE 1A-1,AND CONTINUING ALONG THE NORTH LINE OF WITNESS MY HAND THIS___-DAY OF NORTH 55 DEGREES 57 MINUTES 50 SECONDS EAST,A DISTANCE OF 250.00 FEET TO A 5/8' SAID IVARD,FOR, TOTALOTA tD-t,AND SAID NORTH ET TO-TH-WAY LINE OF N INSPIRATION BOULEVARD,FDR A RANOF OF 19073 OUT TO THEET POINT OF. BEGINNINGESAND IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR CORNER; CONTAINING A CALCULATED AREA OF],498,073 SQUARE FEET,OR 1]0.984 ACRES OF LAND. NORTH 34 DEGREES 05 MINUTES DB SECONDS WEST.A DISTANCE OF 735.42 FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR CORNER; - - NORTH 49 DEGREE 05 MINUTES 38 SECONDS EAST,PASSING AT A DISTANCE OF 221.131 FEET A CITY SECRETARY 5/8"IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"GRTER BURGESS"FOUND FOR AN CITY OF WYLIE,TEXAS ANGLE POINT ON THE NORTH LINE OF SAID 321.159 ACRE TRACT,AND A COMMON SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED AS TRACT NO.4924,TO THE UNITED STATES OF AMERICA,BY DEED RECORDED IN VOLUME 736,PAGE 833,DEED RECORDS,COLLIN COUNTY, TEXAS,AND CONTINUING ALONG THE NORTH LINE OF SAID ACRE TRACT,AND A A TOTAL COMMON SOUTHERLY LINE OF SAID TRACT NO.4924,FOR A TOTAL DISTANCE DF 1752.84 FEET TO A CORPS OF ENGINEERS MONUMENT STAMPED"4924-16"FOUND FOR CORNER; THENCE,CONTINUING ALONG THE COMMON LINES DF SAID 321.159 ACRE TRACT,AND SAID TRACT NO.4924,THE FOLLOWING COURSES AND DISTANCES: NORTH 61 DEGREES 25 MINUTES 18 SECONDS EAST.A DISTANCE OF 1093.35 FEET TO A CORPS OF ENGINEERS MONUMENT STAMPED"9429-15"FOUND FOR CORNER; SOUTH 33 DEGREES 36 MINUTES 41 SECONDS EAST,A DISTANCE DF 1419.53 FEET TO A CORPS OF ENGINEERS MONUMENT STAMPED"9429-19"FOUND FOR CORNER; SOUTH 65 DEGREES 00 MINUTES 17 SECONDS EAST,A DISTANCE DF 651.14 FEET TO A CORPS OF ENGINEERS MONUMENT STAMPED"4924-13"FOUND FDR CORNER; SOUTH 93 DEGREES 36 MINUTES 57 SECONDS WEST,A DISTANCE OF 470.76 FEET TO A CORPS OF ENGINEERS MONUMENT STAMPED"4924-12"FOUND FOR CORNER; NORTH 76 DEGREES 93 MINUTES 1D SECONDS WEST,A DISTANCE OF 1056.25 FEET TO A PRELIMINARY PLAT CORPS OF ENGINEERS MONUMENT STAMPED"9429-11"FOUND FOR CORNER; SOUTH 29 DEGREES 18 MINUTES 01 SECOND WEST,A DISTANCE OF 903.25 FEET TO A CORPS OF OF ENGINEERS MONUMENT STAMPED"9924-10"FOUND FOR CORNER; INSPIRATION z NORTH 78 DEGREES 51 MINUTES 09 SECONDS EAST,A DISTANCE DF 757.7B FEET TO A CORPS ll\SASE ION o OF ENGINEERS MONUMENT STAMPED"9924-9"FOUND FOR CORNER; PHASE SE 3&4 SOUTH 06 DEGREES 19 MINUTES 32 SECONDS WEST.A DISTANCE OF 587.69 FEET TO A 5/8' C l OUT 1. T E IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR CORNER; DUT OF THE THENCE.OVER AND ACROSS SAID 321.159 ACRE TRACT.THE FOLLOWING COURSES AND DISTANCES: L. FARMER SURVEY ti ABSTRACT N0. 334 561 NORTH 83 DEGREES 90 MINUTES 28 SECONDS WEST,A DISTANCE OF 26.63 FEET TO A 5/8' M. MORNS SURVEY .' ABSTRACT N0.IRON ROD WITH LA H A YELLOW PLASTIC CAP 799 _ P STAMPED'JACOBS'SET FOR CORNER,AND THE O. SHELBY SURVEY - ABSTRACT NO. 799 DEGREESIG OF A 12 MINUTES 51 NGENT CURVE TO SECONDS.SECT DS.A R DTHE LEFF OF 50.00ING A FEET.AND AAL LONGLE OF CHORD184 THAT J. TURNHAM SURVEY ti ABSTRACT NO. 919 BEARS NORTH 85 DEGREES 46 MINUTES 54 SECONDS WEST A DISTANCE OF 99.93 FEET; ALONG SAID NON-TANGENT CURVE TO THE LEFT,AN ARC DISTANCE OF 160.76 FEET TO A 5/6' IN THE CITY OF WYLIE E.T.J. o IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR CORNER; COLLIN COUNTY, TEXAS ot NORTH 137 DEGREES 53 MINUTES 19 SECONDS WEST,A DISTANCE OF 152.59 FEET TO A 5/8" 107.629ACRES IRON ROD WITH A YELLOW PLASTIC GP STAMPED"JACOBS.SET FOR CORNER,AND THE 322 RESIDENTIAL LOTS 45 MINUTES 09 SECONDS,A RADIIUUS OF 325.00 FEET,,ANDAA LONGCENTAL CHORD THAT BEARSANGLE OF 21GREES SOUTH 81 2 NON-RESIDENTIAL LOTS DEGREES 19 MINUTES 09 SECONDS WEST A DISTANCE OF 122.69 FEET; ALONG SAID TANGENT CURVE TO THE LEFT.AN ARC DISTANCE OF 123.38 FEET TO A 5/8'IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR CORNER; o SOUTH 70 DEGREES 21 MINUTES 37 SECONDS WEST.A DISTANCE OF 87.49 FEET TO A 5/8' IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR CORNER; OWNER/DEVELOPER PLANNER - SOUTH 19 DEGREES 38 MINUTES 23 SECONDS EAST.A DISTANCE DF 67.50 FEET TO A 5/13" HC INSPIRATION TWO.LLC MESA DESIGN GROUP �I IRON ROD WITH A YELLOW PLASTIC CAP STAMPED"JACOBS"SET FOR CORNER; 8200 DOUGLAS AVENUE,SUITE 300 2001 N.LAMAR STREET,SUITE 100 QI = SOUTH 70 DEGREES 21 MINUTES 37 SECONDS WEST,A DISTANCE OF 10.00 FEET TO A 5/8' DALLAS.TEXAS 75225 DALLAS.TEXAS 75202 IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR CORNER; 214.750.1800 214-871-0568 QI SOUTH 26 DEGREES 20 MINUTES 16 SECONDS WEST,A DISTANCE OF 21.57 FEET TD A 5/8" ENGINEER: 17"� IRON ROD WITH A YELLOW PLASTIC GP STAMPED"JACOBS.SET FOR CORNER,AND THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 15 (24 o DEGREES 35 MINUTES 18 SECONDS,A RADIUS OF 1042.50FEET,AND A LONG CHORD THAT JAC0�° QI o BEARS SOUTH 09 DEGREES 15 MINUTES 22 SECONDS EASTT A DISTANCE OF 282.75 FEET; 1 ALONG SAID NON-TANGENT CURVE TO THE RIGHT.AN ARC DISTANCE OF 283.53 FEET TO A Imo, 5/B'IRON ROD WITH A YELLOWPLASTIC CAP1999 BRYAN STREET,SUITE 1200 STAMPED'JACOBS"SET FOR CORNER; DALLAS,TX 75201-3136 C SOUTH 99 DEGREES 28 MINUTES 09 SECONDS EAST.A DISTANCE OF 21.79 FEET TO A 5/8' PHONE 219-638-T 95 IH FAX 219-638-0947 IRON ROD WITH A YELLOW PLASTIC CAP STAMPED'JACOBS'SET FOR CORNER; Jacobs Engineering Group Inc. Texas Registration F-2966 MAY 2016 SCALE: 1"=100' SHEET 2 OF 5 (24 QI PROJECT NO WVXX0330 eu,,,,,,P wAv,� ," aP;M \`: �A TRACT NO 4424 K._ oT_-- a ^I 9 0 7a' t, a s� r\ UNITED STATESOF ^E'CA -!- 1 ] ',�� - "I ' I / VOLUME 736 PAGE 833 al n ,��r2c 11, 8�2 6�c 1 f <s huF o, 1 p �� -- D,R.C.C.T. _ _ � 120Bncrc �20encK 50J1.1 ��� o00 �23 3—� --L o T�� ]� - 1� °� 3----2 4,af ]] r-per '74— ;amen Pp.. �Sa M sa =��� oa ae �UUL.D i f BUILDING BUILDING W -_ �f X - PAD PAD \ tl2 5. (90'X BO'> (50'X 60' a 4z �' ``\ \ N 4 - / YARD SIDE ' i. -- YARD a �� �f r\ �� , �\ _ �� EE 5NE — Z 4 e''\''N''',,\,\71'''' ,'s.c,, k�\`a�� cam\ '\a Y lam/ \ R�/ S rt� \ ��rLJ ���E - ®0 P5BACK ZSBACK O ' f ei - a—� - _\, \'''' `a 50' 60' h ,sz,� v% yba a f r 2/ 30 \ f mN/ g ,qo y� A= „T. \ \ N 50' X 130' LOT LAYOUT 60' X 130' LOT LAYOUT - 1 . ttP ttP a a�o - �s V 'bA Y \ G / T 3 0- �*- A \7; ` -y; - V'6 r - t 1 1Iy „327 SO \+��0 1 20B9SET 1 \ \ �� b.%HaR °a� rz J "50 / v ¢ L 1 20'SET �/ �i \, A� a .�° S PO...F\ fl. BACK 'w to >Y,i d"" \ 1c • \�/ / f 2rb "� �. Ij BUILDING BUILDING 5 f z\ i." x'b,r \ % a i.- I PAD PAD V, ^ / \ , R 1 \ 2e \?T\ " y _,�W<„- - I50'%60') 9, I)D'x BD') s*X,1 i 'S 'ry aAFx a _�rai dNKs>\\ ,9` 11 SIDE+ SIDE \ / a --.- 4, \ 4 - ,,,4 514' -'\ YARD YARD \,Y'o. b L'� 6 8 Yt�5 4 M . \4ad- -'1 - I 25'SE 35'SET CK -o Pe w ` ,,..4--\ \4Y _R ii, a y i� F 64 ..-I BB I N't,1/440, j ' a- 4 SUE WR1'n1 \ tl '�� f -'\ P ID*�y% I /� 64' X 140' LOT LAYOUT 88' X 140' LOT LAYOUT ttP TOP R-so .\ m �� z sI ' 1I f \... \ 4 /,,y, 22'1 &1 i3 W-I I ,�rAl _� r. s j i 4, 2 a s ti 1 , ,1 ,,,,,2„,,,, t ,,\ \/' 40', 2o's rL- s i , 321,159 ACRES b „ = ° "' �iI r: PARKER LAKESIDE LLC. V14f , s _ C.C.#,20130507D00619170 �,��` �v v� A 4 • „ � C P_R.c.e.r. PRELIMINARY PLAT � '' ,� Gam„ ��w,�� e , '- INSPIRATION cC 03 R nay . PHASE 3&4 g [ rTh , r CITY OF WY`LIE. ETJ ''" ( 4 - _ OUT OF THE \ :,' \ A ' � �� TOWN OF_S T PAUL ETJ L. FARMER SURVEY .- ABSTRACT NO. 334 I %a A �i' 1 ff/ ,/ F/ M. MORRIS SURVEY .- ABSTRACT NO. 561 \ 4, / , O. SHELBY SURVEY - ABSTRACT NO. 799 o�' k q / 7 % \ �� J J. TURNHAM SURVEY ABSTRACT NO. 919 x �' IN THE CITY OF WYLIE E.T.J. T ;' COLLIN COUNTY, TEXAS 9 ACRES 5 322 RESIDENTIAL LOTS �1 , " = 2 NON-RESIDENTIAL LOTS \sue „'\\fie /,'J ' _ „�. s oo OWNER/DEVELOPER PLANNER , eo, 4'''' ; mq \ t / %' - HC INSPIRATION TWO,LLC MESA DESIGN GROUP FI INSPIRATION, PHASE 1 B `� '`' \� sa\a 242 I"r-"i;f - _ 8200 DOUGLAS AVENUE,SUITE 300 2001 N.LAMAR STREET,SUITE 100 dl CABINET 2015, PAGE 363 S� V f / DALLAS,TEXAS 75225 DALLAS,TEXAS 75202 - - ,, ew`- A���my 3 / __ - - 214.750.1600 214-671-O568 a \\.LL \\\�l! - s�o INSPIRAT SIN,;PHASE 2A ENGINEER: m \� , _ CABINET 2016 PAGE 259 - - P.R.C.0 T JACOBS= Z 1999 BRYAN STREET,SUITE 1200 z�` IIG�C, PLLAS.TX NONE T14'6361 0145 I.y FAX 219 636 044] _ \ - - - - JocoEs Eng neer ng Group Inc. Tezos Reg'strot on F 2966 W MAY 2016 SCALE. 1" 100' SHEET 3 OF 5 a PROJECT NO WVXX0330 W . �, vvv ,� � � /^ '� j ! VA V +.1 ll er1 R I-`wITED STATFSOF� AMFRiCR e ,.�'\/ A 4 y i Z 0 50 100 200 0VOLUME 736, PAGE 833 A- ca \<'*k„.\iy ,,/ �t re _ sEy ; > s,,\,D. C.C.T. :pi-° \ o' II � NLp 0;y Y � USo . a , r z' - _ ♦ p s ,z R R,o R R a R R _ LHLW ETJz , �:ciI LOT SUMMARY TABLE _ � ALYERY fANOL W/� _ CITY OF WYLIE STI 3 ' L eo j�—� a .. 4,1/ INSPIRATION PHASE - '- \ ...VDAN�wr am G. / %•4 .V - \ 4' 34 k( ,5 ,•] , E. 9 / 1'l / ��r / i xae o,s ie�fi� a �, .` 6. 6, „ A6 i d �� „Y i o�Lerre� m'' '"- \ aT 3 R ��� �,o Rs s - /�y^ 1 •E » 'S1 • a ➢I �s I_ / / ku.owl LoLacres/ A▪ .. -t 20 R19 ' ,9' I a, O' os' _ `...• -\ \N NO/ , • ,g T '' / NATIAT GRDSS DENSITY ALLOWED 265 LOTS/ACRE ct i _ =A ^, ''/ MAXIMU GRDSS ACRE-160]9 ACRES �u c n NC[W,] •'% 6t • '�fN m-L, NN c DF LOTS ALLOWED=92fi ��- +y „• '{ virs Sit . gg• N /- WERALL LOT COUM W,�. \ ']e TEMPERAN„E WAY _< .., EXISTING=53 .aer-�,— "��{._ - m W p00. , �" D STATES N0. 4424 ' FUTURE=9 322 i °s uo.�=n ,;A. t -I- 1—s - 1 - � UNITED 3TaTES OF AM ERICA TOTAL =a9 .eLacic cc / TOTAL=429 1� 7 — -\! s I AI T 9 - A VOLUME 736 PAGE 833 a os*re „ ,. HUiFINES - Sx „ WULEV Rp _ _ R=.WO' \ re c c.. .mS ncQtSY o 'HU}TT E BOUCLE ARD .tf • t�B6� e'61ACN PP _ PRELIMINARY PLAT \\ _ • az 1 - ssz%cN x _ mnel•z \ - __ __ - OF s' 9 � � V � T �. �� INSPIRATION 4. E� 3 PHASE 3&4 � t �r__)A--- �w $ „1 - -------" \'''a •v r �_�V .\ - E SEE SH DUT OF THE o h �� �� �;' qua% �y W. MptCN UN BLOCK' L. FARMER SURVEY ti ABSTRACT NO. 334 of `k• ` - '' < \ � A 54`t' ..'� ,oF _- \ M. MORRIS SURVEY — ABSTRACT NO. 561 - ,,v�' 401., -' '• , A 1B ice', ;t R0\ _ v v v3 �„d .. 0. SHELBY SURVEY ABSTRACT NO. 799 i vY� �� EA\ v V / �� \�� J. TURNHAM SURVEY ti ABSTRACT NO. 919 __ �, � ® 9' \�� 3 6 \�,E,A \'1 re q T\\ %� IN THE CITY OF WYLIE E.T.J. g. i 1?!,',`',$,.� �. \ i ,.--y ' ' 3z l b. A k �. �- \' A COLLIN COUNTY. TEXAS �dN e!- ��� 107.629 ACRES o� T Ej N�� \ 4 322 RESIDENTIAL LOTS 321.159 ACRES ��Re ��' v � �� • •re"sI'� o. �� � I 'V A�\r\ I.\ V 12, =t 2 NON—RESIDENTIAL LOTS PARKER LAKESIDE LLC. = A 2 r(v• ., � n ��y ,\�, C.C.# 20130507000619170 - z 68T a - S 6vo. ��� -- \ and l , - " 6�.N z y V �25�� re\ �� q/ OWNER/DEVELOPER PLANNER ,Et, `/ 1' �� v\'�\ \ \ ,x �!\, HC INSPIRATION TWO.LLC MESA DESIGN GROUP F-I O \ \ \ \ 8200 DOUGLAS AVENUE,SUITE 300 2001 N.LAMAR STREET,SUITE 100 zc- \ 1} '� ' R, %�j „I' \ yt `+ 4 /45 1 \ �_ i\\'� 1 DALLAS.TEXAS 75225 DALLAS,TEXAS 75202 a 3g_ ^ /-� �;, VA� _��o\222 �\ \\re o� ,. � g - 214.750.1800 214-871-os88 a `b 0 si��� �\ \ v A e \2 -•- ci �� ENGINEER: � / o z�\ v/ i JACOBS z 1999 BRYAN STREET,SMITE 1200 DPHONE 2%—638—195 136 PHONE 19--33-09195 I.y FAX 219-6}6-094T a Jacobs Engineering Group Inc. o Texas R F-2666 W MAY 2016 SCALE: 1"=100' SHEET 4 OF 5 QI PROJECT NO WVXX0330 W en 0.1 �� Z ,',.. -2'\-6 --2-,-`4,,,,,26--,S 6 \''vr,- \-- 4 ' \ 4.„ , 5/ LAKE LAVO4 '- , �\ A 'WATER ELEVATION 474,98' \,% ti , I m v v\, v s.� j �� ,� �4 k"^\ \ +� �,S \ TRACT NO. 4424 �\ \ �\ ��p % Tr,A a��\ UNITED STATES OF AMERICA -/ , i '�N ' VOLUME 736, PAGE 833 N�*yam µ*N \ z,p ,R < ��A � � PRELIMINARY PLAT \ OF \ \�i'i p . INSPIRATION �/ a\ °',\ \� �/ \ s js tt PHASE 3&4 E ° DUT OF THE d >� \ � `M1 \� 7,4.3 l 4 i/�' .. L. FARMER SURVEY ' ABSTRACT NO. 334 z T M. MORRIS SURVEY ti ABSTRACT NO. 561 a a� '''' ' ,; 0. SHELBY SURVEY ABSTRACT NO. 799 J. TURNHAM SURVEY ti ABSTRACT N0. 919 °/ / � `�' �,/� \\ �� �j� i �'vv- �� �` \�y � / IN THE CITY OF WYLIE E.T.J. / �•/ • - 3 COLLIN COUNTY, TEXAS y ° 3 /s �� 107.629 ACRES a � � 7 322 RESIDENTIAL LOTS 2 NON—RESIDENTIAL LOTS T � � L ' /\fl �z � r ,L OWNER/DEVELOPER PLANNER J Z A e HC INSPIRATION TWO,LLC MESA DESIGN GROUP F-I E fY L E I Jzz J R 6 8200 DOUGLAS AVENUE,SUITE 300 2001 N.LAMAR STREET,SUITE 100 d '"� / /%f „� ,y 214.75,TEXAS 75225 DALLAS.TEXAS 75202 ,, Z ` a47 •. a- 21a.7so.19o0 214-871-os88 a J�/ll/ fN 2 TRACT NO. 4424 �, ENGINEER: / ,,UNITED STATES OF AMERICA i \�1 �M VOLUME 736, PAGE 833 JACOBS <!\I \ ate D.R.C.C.T. Z ! i � /A\ ' •• 1999 BRYAN STREET,SUITE 1200 0AL.%TX 75201-3136 6 PHONE 214-638-0145 I.y FAX 214-639-0447 a Joco6s En nee�rm�gS F-29 Inc. Tezos R F-2966 W MAY 2016 SCALE 1"=100' SHEET 5 OF 5 QI PROJECT NO WVXX0330 OF lir � � � v Wylie City Council AGENDA REPORT �kllrq'.MYYY�Ai'AMA Meeting Date: June 28, 2016 Item Number: C Department: Finance (City Secretary's Use Only) Prepared By: Finance Account Code: Date Prepared: June 16, 2016 Budgeted Amount: Exhibits: Investment Report Subject Consider, and place on file, the City of Wylie Monthly Investment Report for May 31, 2016. Recommendation Motion to accept and place on file, the City of Wylie Monthly Investment Report for May 31, 2016. Discussion The Finance Department has prepared the attached reports for the City Council as required by the City Charter. Page 1 of 1 2015-2016 Investment Report May 31, 2016 Money Market Accounts: MMA Certificates of Deposit: CCD Treasury Bills: T-Bills Treasury Notes: T-Notes Government Agency Notes: AN Invest. Principal Type Of Interest Purchase Maturity Number Amount Security Rate Issuer Date Date 1 $14,559,434.87 MMA 0.3399% Texpool 12/31/2006 NA 2 $15,080,920.05 MMA 0.3664% TexStar 3/15/2011 NA $29,640,354.92 Total Weighted Average Coupon: 0.3534% Money Markets: $29,640,354.92 Weighted Average Maturity(Days): 1.00 Certificates of Deposits: $0.00 $29,640,354.92 OF lir lri Wylie City Council AGENDA REPORT �kllrq'.MYYY�Ai'AMA Meeting Date: June 28, 2016 Item Number: Department: Finance (City Secretary's Use Only) Prepared By: Finance Account Code: Date Prepared: June 16, 2016 Budgeted Amount: Revenue and Expenditure Exhibits: Monthly Report Subject Consider, and place on file, the City of Wylie Monthly Revenue and Expenditure Report for May 31, 2016. Recommendation Motion to accept and place on file, the City of Wylie Monthly Revenue and Expenditure Report for May 31, 2016. Discussion The Finance Department has prepared the attached reports for the City Council as required by the City Charter. Page 1 of 1 CITY OF WYLIE MONTHLY FINANCIAL REPORT May 31,2016 ANNUAL CURRENT YTD ACTUAL Benchmark BUDGET MONTH ACTUAL YTD ACTUAL AS A PERCENT 66.67% ACCOUNT DESCRIPTION 2015-2016 2015-2016 2015-2016 OF BUDGET GENERAL FUND REVENUE SUMMARY TAXES 23,439,014 590,074 21,235,562 90.60% A FRANCHISE FEES 2,671,000 315,838 1,134,504 42.47% B LICENSES AND PERMITS 746,000 167,924 717,386 96.16% INTERGOVERNMENTAL REV. 920,464 15,999 473,585 51.45% C SERVICE FEES 3,225,000 262,664 2,158,590 66.93% FINES AND FORFEITURES 660,832 35,247 325,954 49.32% D INTEREST INCOME 5,000 3,599 19,288 385.77% MISCELLANEOUS INCOME 166,000 22,708 129,196 77.83% OTHER FINANCING SOURCES 2,054,050 156,472 2,612,424 127.18% E REVENUES 33,887,360 1,570,525 28,806,489 85.01% USE OF FUND BALANCE 972,783 NA NA NA F USE OF CARRY-FORWARD FUNDS 58,907 NA NA NA TOTAL REVENUES 34,919,050 NA NA NA GENERAL FUND EXPENDITURE SUMMARY CITY COUNCIL 90,796 3,191 47,543 52.36% CITY MANAGER 839,376 63,132 525,574 62.61% CITY SECRETARY 276,747 23,180 177,487 64.13% CITY ATTORNEY 147,000 13,209 48,820 33.21% FINANCE 1,034,360 58,632 653,200 63.15% FACILITIES 722,629 102,243 395,117 54.68% MUNICIPAL COURT 370,347 31,730 228,825 61.79% HUMAN RESOURCES 285,112 24,962 172,717 60.58% PURCHASING 134,410 11,210 75,929 56.49% INFORMATION TECHNOLOGY 1,279,371 59,502 851,499 66.56% POLICE 8,652,263 774,130 5,377,871 62.16% FIRE 7,265,929 508,287 4,240,837 58.37% EMERGENCY COMMUNICATIONS 1,357,482 141,290 845,479 62.28% ANIMAL CONTROL 646,373 32,759 413,454 63.97% PLANNING 545,503 43,980 332,106 60.88% BUILDING INSPECTION 449,137 30,042 214,857 47.84% CODE ENFORCEMENT 236,789 15,176 127,603 53.89% STREETS 2,339,392 108,890 905,353 38.70% PARKS 2,388,809 137,678 1,307,082 54.72% LIBRARY 1,731,886 130,982 1,050,563 60.66% COMBINED SERVICES 4,752,699 697,303 2,858,536 60.15% TOTAL EXPENDITURES 35,546,409 3,011,508 20,850,452 58.66% REVENUES OVER/(UNDER)EXPENDITURES -627,359 -1,440,983 7,956,037 26.35% A. Property Tax Collections for FY15-16 as of May 31 are 100.09%, in comparison to FY14-15 for the same time period of 99.91%. B. Franchise Fees:The majority of franchise fees are recognized in the third and fourth quarter with electric fees making up the majority. C. Intergovernmental Rev:The majority of intergovernmental revenues come from WISD reimbursements and Fire Services which are billed quarterly. D. Fines and Forfeitures:The Court Fines budget was significantly increased for FY15-16.Actual revenues are up 33%compared to this time last year. E. Other Financing Sources includes the annual transfer from the Utility Fund and insurance proceeds related to the recent hail storm. F. Use of Fund Balance: For Replacement/New Fleet&Equipment and Transfer to Debt Service. CITY OF WYLIE MONTHLY FINANCIAL REPORT May 31,2016 ANNUAL CURRENT YTD ACTUAL Benchmark BUDGET MONTH ACTUAL YTD ACTUAL AS A PERCENT 66.67% ACCOUNT DESCRIPTION 2015-2016 2015-2016 2015-2016 OF BUDGET UTILITY FUND REVENUES SUMMARY SERVICE FEES 12,690,000 1,139,227 7,869,817 62.02% G INTEREST INCOME 1,500 1,119 6,425 428.34% MISCELLANEOUS INCOME 57,000 5,927 87,800 154.04% OTHER FINANCING SOURCES 101,200 0 101,200 100.00% REVENUES 12,849,700 1,146,273 8,065,242 62.77% USE OF FUND BALANCE 113,100 NA NA NA H USE OF CARRY-FORWARD FUNDS 235,000 NA NA NA TOTAL REVENUES 13,197,800 NA NA NA UTILITY FUND EXPENDITURE SUMMARY UTILITY ADMINISTRATION 480,006 43,000 268,712 55.98% UTILITIES-WATER 1,860,373 141,567 1,089,793 58.58% CITY ENGINEER 564,635 36,294 306,545 54.29% UTILITIES-SEWER 720,733 37,537 371,942 51.61% UTILITY BILLING 303,604 24,661 200,895 66.17% COMBINED SERVICES 12,154,742 684,362 8,527,811 70.16% TOTAL EXPENDITURES 16,084,093 967,421 10,765,697 66.93% REVENUES OVER/(UNDER)EXPENDITURES -2,886,293 178,852 -2,700,455 -4.17% G. Most Utility Fund Revenue billed in October was applicable to FY 2014-15.YTD total represents only 7 months of billings. H. Use of Fund Balance: Includes Hardware/Software to implement the GIS program. I. Due to annual transfer to the General Fund. This will level out over the remainder of the fiscal year. Mir ' Wylie City Council AGENDA REPORT kllrq'.YYYAi'AMA Meeting Date: June 28, 2016 Item Number: E Department: WEDC (City Secretary's Use Only) Prepared By: Angel Wygant Account Code: Date Prepared: June 17, 2016 Budgeted Amount: Exhibits: 1 Subject Consider and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of May 31, 2016. Recommendation Motion to approve, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of May 31, 2016. Discussion The Wylie Economic Development Corporation (WEDC) Board of Directors approved the attached financials on June 17, 2016. Page 1 of 1 6-14-2016 09:22 AM CITY OF WYLIE PAGE: 1 BALANCE SHEET AS OF: MAY 31ST, 2016 111-WYLIE ECONOMIC DEVEL CORP ACCOUNT+ TITLE ASSETS 1000-10110 CLAIM ON CASH & CASH EQUIV 1,046,981.88 1000-10115 CASH - WEDC - INWOOD 0.00 1000-10135 ESCROW 0.00 1000-10180 DEPOSITS 7,000.00 1000-10198 OTHER - MISC CLEARING 0.00 1000-10341 TEXPOOL 0.00 1000-10343 LOGIC 0.00 1000-10481 INTEREST RECEIVABLE 0.00 1000-11511 ACCTS REC - MISC 0.00 1000-11517 ACCTS REC - SALES TAX 0.00 1000-12810 LEASE PAYMENTS RECEIVABLE 0.00 1000-12950 LOAN PROCEEDS RECEIVABLE 0.00 1000-12996 LOAN RECEIVABLE 66,242.56 1000-12997 ACCTS REC - JTM TECH 0.00 1000-12998 ACCTS REC - FORGIVEABLE LOANS 533,333.33 1000-14112 INVENTORY - MATERIAL/ SUPPLY 0.00 1000-14116 INVENTORY - LAND & BUILDINGS 6,280,054.92 1000-14118 INVENTORY - BAYCO/ SANDEN BLVD 0.00 1000-14310 PREPAID EXPENSES - MISC 0.00 1000-14410 DEFERRED OUTFLOWS 657,173.00 8,590,785.69 TOTAL ASSETS 8,590,785.69 LIABILITIES 2000-20110 FEDERAL INCOME TAX PAYABLE 0.00 2000-20111 MEDICARE PAYABLE 0.00 2000-20112 CHILD SUPPORT PAYABLE 0.00 2000-20113 CREDIT UNION PAYABLE 0.00 2000-20114 IRS LEVY PAYABLE 0.00 2000-20115 NATIONWIDE DEFERRED COMP 0.00 2000-20116 HEALTH INSUR PAY-EMPLOYEE 0.20 2000-20117 TMRS PAYABLE 0.00 2000-20118 ROTH IRA PAYABLE 0.00 2000-20119 WORKERS COMP PAYABLE 0.00 2000-20120 FICA PAYABLE 0.00 2000-20121 TEC PAYABLE 0.00 2000-20122 STUDENT LOAN LEVY PAYABLE 0.00 2000-20123 ALIMONY PAYABLE 0.00 2000-20124 BANKRUPTCY PAYABLE 0.00 2000-20125 VALIC DEFERRED COMP 0.00 2000-20126 ICMA PAYABLE 0.00 2000-20127 EMP. LEGAL SERVICES PAYABLE 0.00 2000-20130 FLEXIBLE SPENDING ACCOUNT 0.00 2000-20131 EDWARD JONES DEFERRED COMP 0.00 2000-20132 EMP CARE FLITS 12.00 2000-20151 ACCRUED WAGES PAYABLE 0.00 2000-20180 ADDIT EMPLOYEE INSUR PAY 0.00 2000-20199 MISC PAYROLL PAYABLE 0.00 6-14-2016 09:22 AM CITY OF WYLIE PAGE7 2 BALANCE SHEET AS OF: MAY 3IST, 2016 III-WYLIE ECONOMIC DFVEL CORP ACCOUNTf TITLE 2000-2020! AP PENDING 4,366,64 2000-20210 ACCOUNTS PAYABLE 1,186,56I 2000-20530 PROPERTY TAXES PAYABLE 0,00 2000-20540 NOTES PAYABLE 657,173„00 2000-20810 DUE TO GENERAL FUND 0,00 2000-22270 DEFERRED INFLOW 261,242,56 2000-22275 DEF INFLOW - LEASE PRINCIPAL 0.00 2000-22280 DEFERRED INFLOW - LEASE INT 0.00 2000-22915 RENTAL DEPOSITS 2,500,00 TOTAL LIABILITIES 924,107.84 EQUITY 3000-341(0 FUND BALANCE - RESERVED 0,00 3000-34590 FUND BALANCE-UNRESERVAUNDESIG 1,984,197,60 TOTAL BEGINNING EQUITY 7,984,187.60 TOTAL REVENUE 1,254,403,30 TOTAL EXPENSES 1,571,023,45 REVENUE OVER/(UNDER) EXPENSES ( 317,519.75) TOTAL EQUITY & OVER!(UNDER) 7,666,671.85 TOTAL LIABILITIES, EQUITY 1. OVER/(ONDER) 8,590,785.69 6-14-2016 0922 AM CITY OF WY L I E, PAGE: 1 BALANCE SHEET AS OP MAY 31ST, 2016. 922-GEN LONG TERM DEBT (WEDC) ACCOUNT4 TITLE ASSETS 1000-103112, GOVERNMENT NOTES 0.01) 1000-18110 LOAN - WEOC, 0.00 1.000-181.20 LOAN - Bi RM ING HAM 0.00 1000-18210 AMOUNT' TO BE. PRONTSEM, 0,00 1000-1.82 20 BIRMINGHAM LOAN 0 OD, 1000-19050 DES OUTFLOW - CONT.PJBUT IONS 23,447.00, 1000-19015 DEE OUTFLOW - INVESTMENT E XP S,062.0 0, 1 0 0 0-1.9 1 0 0 DES OUTFLOW - ACT EXP/ASS UMP 2,IS 4-00 30,661-00 TOTAL ASSETS 30,661.OD LIABILITIES' 2000-20310 COMPENSATED ASSENCES PAYASIE 2000-20311 COMP ABSENCES PAYABLE-CMEREN T 0.00 2000-21410 ACCRUED INTEREST PAYABLE 4,018.84 2000-28205 WEDC LOANS/CURRENT 162,192:.00 2000-28220 BIRMINGHAM LOAN 0.00 2000-282 30 1,NWOD LOAN 0.00 2000-28232 ANN LOAM/EDGE 1,685,000-DO 2000-282 a 3 ANS LOAN./PE DOI CORD WHITS 616,779-11 2000.-28234, ANS LOAN/RANDACR HUGNES 138,838.34 2000-28235 ANS LOAN 0.00 2000-2821.6 ANS CONSTRUCTION LOAN' 0.00 2000-28231' AWN LOAM/ W.00 Daikl DG E. PARKWAY 000,86 7.„94 2000-28238 ONE) LOAN/BUCHANAN. 242,652-56 2000-28211 ONE), DOAN/JONES':HOBART PAYOFF 296,4 3 8.'13 20 OD-2/2.40 HUGHES LOAN 0.00 200.0-21250 CITY OE WI LIE LOAN 0,00, 2000-282(0 PRIME NUTS LOAN 0.00 2000-28270 BOWLANI)/AN OE 11 E ON LOAN 0.00 2000-282801 CAPITAL ONE CA2 A.0 LOAN' 0.00 2000-282 9t1 00 LOAN 0.00 2000-29150 NET PENSION' LIABILITY 1.47,106,00 TOTAL, L I ABIII T IES 4,02 8,lea.43 EQUITY 3000-145 BO FUND, BALANCE-UN1kESE RV/MADE Si GJ 2,525,1.7 6,19) 3 0 0 0-3 S 9 0 0 UNRESTRICTED NET POSIT I ON ( 114,9E9-001 TOTAL BEGINNING Er.),(JITY. ( 2,640,145.191 TOTAL REVENUE ( 1,6 8 5,.000„00.) TOTAL EXPENSES ( 321,62 6.7 61 REVENUE LIVER/(UN PER) EXPENSES. ( 1,352,313-21) TOTAL SO IT Y 1, OVER/f UNDER) ( 3,197,518,431 6-14-2016 09:22 AM CITY OF WYLIE PAGE: 2 BALANCE SHEET AS OF: MAY 31ST, 2016 922-GEN LONG TERM DEBT (WEDC) ACCOUNT# TITLE TOTAL LIABILITIES, EQUITY & OVER/(UNDER) 30,663.00 6-14-2016 0.9:21 AM CITY OF WYLIE PAGEt 1 REVENUE AND EXPENSE REPORT - (UNAUDITED1 A.9 OF: MAY (I Pr, 2016 111-WYLIE ECONOMIC DEVT1 CORP FINANCIAL SUMMARY CURRENT CURPENT PRIOR YEAR Y-T-D Y-T-D BUDGET 1. OF BUDGET PERIOD PO ADjUST. ACTUAL ENCUMBRANCE BALANCE BUDGET FTEP.ML.§, 11nRY TAXES 2,257,829.00 238,646.10 0.00 1,150,695.79 0,0,0 1,107,133.21 50.96 INTERGOVERNMENTAL REV., 0,00 0.00 0.00 0,00 0.00 0.00 0.00 INTEREST INCOME 12,958.00 1,156.10 0.00 8,936.06 0.00 4,021.92 68-96 MISCELLANEOUS. INCOME 141,200,00 6,550,00 0,00 3 1,590,228.171 0.00 1,731,428.1? 126.22- OTHER FINANCING SOURCES 0.00 000 0.00 1,6a5,00000 0.00 ( 1,685,000.001 0,00 TOTAL REVENUES 2,411,987.00 246,352.20 0.00 1,254,403.70 0.00 1,157,583,30 52.01 EXPENDITURE SUMMARY DEVELOPMENT CORP-ME00 3,658411.00 114,338.43 0.00 1,571,923.45 781,911-20 1,504,576.35 61.01 TOTAL EXPENDITURES 3,858,411.00 114,338.43 0.00 1,571,923.45 781,911.20 1,504,576,35 61.01 REVENUE OVER/(UNDER) EXPENDITURES f 1,446,424.003 132,013..77 0.00 ( 317,519.751 ( 781,911.2013 346,993.057 76.01 6-14-2016 09:21 AM CITY OF WYLIE PAGE: 2 REVENUE AND EXPENSE REPORT - (UNAUDITED) AS OF: MAY 31ST, 2016 111-WYLIE ECONOMIC DEVEL CORP REVENUES CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF BUDGET PERIOD PO ADJUST, ACTUAL ENCUMBRANCE BALANCE BUDGET TAXES 4000-40150 REV IN LEIU OF TAXES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4000-40210 SALES TAX 2,257,829.00 238,646.10 0.00 1,150,695.79 0.00 1,107,133.21 50.96 TOTAL TAXES 2,257,829.00 238,646.10 0.00 1,150,695.79 0.00 1,107,133.21 50.96 INTERGOVERNMENTAL REV. 4000-43518 380 ECONOMIC AGREEMENTS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL INTERGOVERNMENTAL REV. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INTEREST INCOME 4000-46050 CERTIFICATE OF DEPOSIT 0,00 0.00 0,00 0.00 0.00 0.00 0.00 4000-46110 ALLOCATED INTEREST EARNINGS 1,000.00 159.61 0.00 964.16 0.00 35.84 96.42 4000-46140 TEXPOOL INTEREST 0,00 0.00 0.00 0.00 0.00 0,00 0.00 4000-46143 LOGIC INTEREST 0.00 0.00 0,00 0.00 0.00 0,00 0.00 4000-46150 INTEREST EARNINGS 3,817.00 279.00 0.00 2,314.68 0.00 1,502,32 60.64 4000-46160 LOAN REPAYMENT (PRINCIPAL) 8,141,00 717.49 0.00 5,657.24 0.00 2,483.76 69.49 4000-46210 BANK MONEY MARKET INTEREST 0.00 0.00 0,00 0.00 0.00 0,00 0.00 TOTAL INTEREST INCOME 12,958.00 1,156.10 0.00 8,936.08 0.00 4,021.92 68.96 MISCELLANEOUS INCOME 4000-48110 RENTAL INCOME 141,200.00 6,550.00 0.00 91,900.00 0,00 49,300.00 65,08 4000-48310 RECOVERY - PRIOR YEAR EXPEN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4000-48410 MISCELLANEOUS INCOME 0.00 0.00 0.00 ( 100.00) 0,00 100.00 0.00 4000-48430 GAIN/(LOSS) SALE OF CAP ASS 0.00 0.00 0.00 ( 1,682,028.17) 0.00 1,682,028.17 0.00 TOTAL MISCELLANEOUS INCOME 141,200.00 6,550.00 0.00 ( 1,590,228.17) 0.00 1,731,428.17 126.22- OTHER FINANCING SOURCES 4000-49160 TRANSFER FROM GENERAL FUND 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4000-49325 BANK NOTE PROCEEDS 0.00 0.00 0.00 1,685,000.00 0.00 ( 1,685,000.00) 0,00 4000-49550 LEASE PRINCIPAL PAYMENTS (0 0.00 0.00 0.00 0.00 0.00 0.00 0,00 4000-49600 INSURANCE RECOVERIES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 _ TOTAL OTHER FINANCING SOURCES 0.00 0.00 0.00 1,685,000.00 0.00 ( 1,685,000.00) 0.00 TOTAL REVENUES 2,411,987.00 246,352.20 0.00 1,254,403.70 0.00 1,157,583.30 52.01 6-14-2016 09:21 AM CITY OF WYLIE PAGE: 3 REVENUE AND EXPENSE REPORT - (UNAUDITED) AS OF: MAY 31ST, 2016 111-WYLIE ECONOMIC REVEL CORP DEVELOPMENT CORP-WEDC DEPARTMENTAL EXPENDITURES CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF BUDGET PERIOD PO ADJUST. ACTUAL ENCUMBRANCE BALANCE BUDGET PERSONNEL SERVICES 5611-51110 SALARIES 238,052.00 19,257.70 0.00 143,148.04 0.00 94,903.96 60.13 5611-51130 OVERTIME 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5611-51140 LONGEVITY PAY 1,073.00 0.00 0.00 1,024.00 0.00 49.00 95.43 5611-51145 SICK LEAVE BUYBACK 0.00 0.00 0.00 0.00 0,00 0.00 0.00 5611-51160 CERTIFICATION INCENTIVE 0.00 0.00 0.00 0.00 0,00 0.00 0.00 5611-51170 PARAMEDIC INCENTIVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5611-51210 CAR ALLOWANCE 12,600.00 986.18 0.00 7,827.63 0.00 4,772.37 62.12 5611-51220 PHONE ALLOWANCE 4,656.00 0.00 0.00 3,192.00 0,00 1,464.00 68.56 5611-51230 CLOTHING ALLOWANCE 0.00 0.00 0.00 0.00 0,00 0.00 0.00 5611-51260 MOVING ALLOWANCE 5,000.00 0.00 0.00 0.00 0,00 5,000.00 0.00 5611-51310 TMRS 36,677.00 2,949.56 0.00 21,977.99 0.00 14,699.01 59.92 5611-51410 HOSPITAL & LIFE INSURANCE 38,107.00 2,529.38 0.00 17,613.00 0,00 20,494.00 46.22 5611-51415 EXECUTIVE HEALTH PLAN 0.00 0.00 0.00 0.00 0,00 0.00 0.00 5611-51420 LONG-TERM DISABILITY 1,357.00 77.01 0.00 596.57 0.00 760.43 43.96 5611-51440 FICA 15,607.00 1,220.50 0.00 7,076.02 0.00, 8,530.98 45.34 5611-51450 MEDICARE 3,650.00 285.44 0.00 2,150.03 0,00 1,499.97 58.90 5611-51470 WORKERS COMP PREMIUM 663.00 0.00 0.00 637.47 0.00 25.53 96.15 5611-51480 UNEMPLOYMENT COMP (TWC) 810.00 0.00 0.00 513.00 0,00 297.00 63.33 TOTAL PERSONNEL SERVICES 358,252.00 27,305.77 0.00 205,755.75 0.00 152,496.25 57.43 SUPPLIES 5611-52010 OFFICE SUPPLIES 3,500.00 24.07 0.00 1,137.58 0,00 2,362.42 32.50 5611-52040 POSTAGE & FREIGHT 980.00 10.08 0.00 46.58 0.00 933.42 4.75 5611-52130 TOOLS/ EQUIP (NON-CAPITAL) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5611-52810 FOOD SUPPLIES 2,000.00 170.82 0.00 840.09 0.00 1,159.91 42.00 5611-52990 OTHER 5,000.00 0.00 0.00 0.00 0.00 5,000.00 0.00 TOTAL SUPPLIES 11,480.00 204.97 0.00 2,024.25 0.00 9,455.75 17.63 MATERIALS FOR MAINTENANC 5611-54630 TOOLS & EQUIPMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5611-54810 COMPUTER HARD/SOFTWARE 3,000.00 1,222.35 0.00 3,795.15 0.00 ( 795.15) 126.51 5611-54990 OTHER 0.00 0.00 0.00 0.00 0_00 0.00 0.00 TOTAL MATERIALS FOR MAINTENANC 3,000.00 1,222.35 0.00 3,795.15 0.00 ( 795.15) 126.51 CONTRACTUAL SERVICES 5611-56030 INCENTIVES 2,012,414,00 0,00 0.00 1,281,647.53 0.00 730,766.47 63.69 5611-56040 SPECIAL SERVICES 112,900,00 18,836,61 0.00 87,109.46 28,162.73 ( 2,372.19) 102.10 5611-56080 ADVERTISING 35,280,00 1,969.00 0.00 16,443.00 0.00 18,837.00 46.61 5611-56090 COMMUNITY DEVELOPMENT 47,250.00 9,334,01 0.00 29,149.02 0.00 18,100.98 61.69 5611-56110 COMMUNICATIONS 5,960.00 469.53 0.00 3,767.34 113.97 2,078.69 65.12 5611-56180 RENTAL 29,400,00 2,469,00 0.00 20,652.68 0.00 8,747.32 70.25 5611-56210 TRAVEL & TRAINING 29,450.00 1,300,28 0.00 16,502.05 0.00 12,947.95 56.03 5611-56250 DUES & SUBSCRIPTIONS 18,890,00 657,35 0.00 7,903.68 0.00 10,986.32 41.84 5611-56310 INSURANCE 4,310,00 ( 2,824,32) 0.00 2,149.31 0.00 2,160.69 49.87 5611-56510 AUDIT & LEGAL SERVICES 23,000,00 1,320,00 0.00 12,198.00 0.00 10,802.00 53.03 5611-56570 ENGINEERING/ARCHITECTURAL 20,000.00 0,00 0.00 9,842.21 0.00 10,157.79 49.21 5611-56610 UTILITIES-ELECTRIC 4f500.00 ( 377.37) 0.00 3 449.91 0.00 1,050.09 76.66 TOTAL CONTRACTUAL SERVICES 2,343,354.00 33,154.09 0.00 1,490,814.19 28,276.70 824,263.11 64.83 6-14-2016 09:21 AM CITY OF WYLIE PAGE: 4 REVENUE AND EXPENSE REPORT - (UNAUDITED) AS OF: MAY 31ST, 2016 111-WYLIE ECONOMIC DEVEL CORP DEVELOPMENT CORP-WEDC DEPARTMENTAL EXPENDITURES CURRENT CURRENT PRIOR YEAR Y-T-D Y-T-D BUDGET % OF BUDGET PERIOD PO ADJUST, ACTUAL ENCUMBRANCE BALANCE BUDGET DEBT SERVICE & CAP. REPL 5611-57110 DEBT SERVICE 686,825.00 0.00 0.00 0.00 0.00 686,825.00 0.00 5611-57410 PRINCIPAL PAYMENT 0.00 40,355.79 0.00 327,281.39 0.00 ( 327,281.39) 0.00 5611-57415 INTEREST EXPENSE 0.00 12,095.46 0,00 87,012.02 0.00 ( 87,012,02) 0,00 5611-57710 BAD DEBT EXPENSE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL DEBT SERVICE & CAP. REPL 686,825.00 52,451.25 0.00 414,293.41 0.00 272,531.59 60.32 CAPITAL OUTLAY 5611-58110 LAND-PURCHASE PRICE 200,000.00 0,00 0,00 1,761,673.50 753,634.50 ( 2,315,308,00) 257.65 5611-58120 DEVELOPMENT FEES 0.00 0.00, 0,00 0,00 0.00 0,00 0.00 5611-58150 LAND-BETTERMENTS 0.00 0,00 0,00 0.00 0.00 0.00 0.00 5611-58210 STREETS & ALLEYS 0.00 0,00, 0.00. 0.00 0.00 0.00 0.00 5611-58410 SANITARY SEWER 0.00 0.06 0,00 0.00 0.00 0,00 0.00 5611-58810 COMPUTER HARD/SOFTWARE 3,000.00 0,00 0,00 4,633,02 0.00 ( 1,633,02) 154.43 5611-58830 FURNITURE & FIXTURES 2,500.00 0.00 0.00 1,343,01 0.00 1,156.99 53.72 5611-58910 BUILDINGS 250,000.00 0.00, 0.00 0.00 0.00 250,000,00 0.00 5611-58995 CONTRA CAPITAL OUTLAY 0.00 0,00 0.00 ( 2,312,408,83) 0.00 2,312,408.83 0.00 TOTAL CAPITAL OUTLAY 455,500.00 0.00 0.00 ( 544,759.30) 753,634.50 246,624.80 45.86 OTHER FINANCING (USES) 5611-59111 TRANSFER TO GENERAL FUND 0,00 0.00 0.00 0.00 0.00 0.00 0.00 5611-59190 TRANSFER TO THORUGHFARE IMP 0,00 0,00 0.00 0.00 0,00 0.00 0,00 5611-59430 TRANSFER TO CAPITAL FUND 0,00 0.00 0.00 0.00 0,00 0.00 0,00 5611-59990 PROJECT ACCOUNTING 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL OTHER FINANCING (USES) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL DEVELOPMENT CORP-WEDC 3,858,411.00 114,338.43 0.00 1,571,923.45 781,911.20 1,504,576.35 61.01 TOTAL EXPENDITURES 3,858,411.00 114,338.43 0.00 1,571,923.45 781,911.20 1,504,576.35 61.01 -------------- ------------ ------------ ------------- ------------ ----------------- REVENUE OVER (UNDER) EXPENDITURES ( 1,446,424.00) 132,013.77 0.00 ( 317,519.75) ( 781,911.20) ( 346,993.05) 76.01 *** END OF REPORT *** Wylie Economic Development Corporation Balance Sheet Sub Ledger May 31, 2016 Notes Payable Date of Rate of Principal Purchase Payment Beginning Bal. Principal Interest Interest Balance May 1, 2016 3,873,038.77 ANBTX-88130968 HUGHES/RANDACK(42 of 60) 10/23/12 10,107.00 186,449.06 9,486.77 620.23 3.99 176,962.29 ANBTX-88130976 WOODBRIDGE PKWY (#21 of 60) 8/15/14 13,267.93 749,157.54 11,638.51 1,629.42 2.61 737,519.03 ANBTX-88148481 BUCHANAN(#21 of 60) 8/13/14 7,331.95 275,193.29 6,467.38 864.57 3.77 268,725.91 ANBTX-88149711 PEDDICORD/WHITE(#17 OF 120 12/12/14 7,382.45 642,625.79 5,133.26 2,249.19 4.20 637,492.53 ANBTX-88158043 K&M/HOBART(8 0f48) 9/2/15 8,745.25 334,613.09 7,629.87 1,115.38 4.00 326,983.22 ANBTX-88157334 LINDUFF/EDGE(8 of 9 Interest onl) 10/21/15 5,616.67 1,685,000.00 0.00 5,616.67 4.00 1,685,000.00 May 31, 2016 $40,355.79 $12,095.46 3,832,682.98 Note: Principal and Interest payments vary by date of payment. * Balance adjusted $514.68 at payoff of ANBTX-88122627 (Martinez) Wylie Economic Development Corporation Inventory Subledger May 31, 2016 Inventory- Land Date of Pur. Address Acreage Improvements Cost Basis Sub-totals Cooper McMasters 7/12/05 709 Cooper 0.48 n/a $202,045 Heath 12/28/05 706 Cooper 0.46 $32,005 3,625 186,934 Perry 9/13/06 707 Cooper 0.49 Demo 200,224 Bowland/Anderson 10/9/07 Cooper Dr. 0.37 n/a 106,419 KCS 8/1/08 Cooper Dr. 0.41 n/a 60,208 Duel Products 9/7/12 704 Cooper Dr. 0.50 n/a 127,452 Randack 10/23/12 711-713 Cooper Dr. 1.09 217,500 8,880 400,334 Lot 2R3 7/24/14 Cooper Dr. 0.95 n/a 29,056 $1,312,672 Industrial Ct. Hughes 7/25/06 211 -212 Industrial 0.74 209,801 10,000 420,361 R.O.W. 0.18 41,585 Prime Kuts 10/8/07 207 Industrial 0.20 182,223 4,550 229,284 R.O.W. 0.11 n/a 77,380 Cazad 3/17/08 210 Industrial 0.27 128,083 3,900 200,782 Buchanan 8/13/14 400 S. Hwy 78 1.25 68,294 12,750 503,233 Glenn 4/24/15 209 Industrial Ct 0.18 69,426 2,900 326,773 R.O.W. 0.12 n/a Mann Made 2/10/16 398 S. Hwy 78 1.23 182,784 15,000 750,244 C.O.W 4/13/16 R.O.W. 0.29 n/a 52,653 2,602,295 Regency Regency Pk. 6/4/10 25 Steel Road 0.65 n/a 25,171 25,171 Commerce Hobart Investments 11/12/13 Commerce 1.60 n/a 156,820 Hobart 1/6/14 605 Commerce 1.07 396,263 20,000 386,380 543,200 Jackson Heath 3/17/14 104 N. Jackson 0.17 Demo 220,034 Udoh 2/12/14 109 Marble 0.17 n/a 70,330 Peddicord 12/12/14 108/110 Jackson 0.35 155,984 4,444 486,032 City Lot 12/12/14 100 W. Oak St 0.35 n/a Jones (K&M) 9/3/15 106 N. Birmingham 0.21 42,314 4,125 190,596 966,992 Alanis White Property(Alanis) 12/12/14 Alanis 6.63 n/a 420,336 420,336 South Ballard Birmingham Trust 6/3/15 505-607 S. Ballard 0.95 Demo 409,390 409,390 Total 21.45 $1,684,677 90,174 $6,280,055 $6,280,055 *A Journal entry was made by auditors to adjust the cost of the Hughes land by$4,638.79. This amount was for taxes owed and not part of land value. *Prime Kuts total purchase price was$306,664.45. The distribution between 207 Industrial and R.O.W. purchased was developed by Seller for tax purposes. WYLIE ECONOMIC DEVELOPMENT CORPORATION SALES TAX REVENUE FOR THE MONTH OF JUNE 2016 MONTH WEDC WEDC WEDC DIFF % DIFF 2014 2015 2016 15 VS 16 15 VS 16 DECEMBER $134,371 $154,719 $166,418 $11,700 7.56% JANUARY 128,968 156,685 163,463 6,778 4.33% FEBRUARY 213,877 241,858 260,166 18,309 7.57% MARCH 121,483 171,741 167,082 -4,659 -2.71% APRIL 124,866 134,475 154,920 20,445 15.20% MAY 200,476 211,645 238,646 27,002 12.76% JUNE 145,137 161,426 180,194 18,768 11.63% JULY 149,537 159,973 AUGUST 193,751 216,962 SEPTEMBER 154,328 195,347 OCTOBER 152,545 160,876 NOVEMBER 213,292 226,078 Sub-Total $1,932,632 $2,191,785 $1,330,890 $98,342 7.98% AUDIT ADJ TOTAL $1,932,632 $2,191,785 $1,330,890 $98,342 7.98% WEDC SALES TAX ANALYSIS $300,000 ..„ ,... ,.. v ,w...,w. ,,,,,,, ............. $250,000 7 i ,i j j I 0 iLiti.I j:::::: jI/ ;- - , f % , p( $50,000 - f` / % l, m g m 2 3 a a a E 15 2 2 ..z 2 ' rn g o g A ii Q n O o 0 0 Z n e � • �� �� Wylie City Council AGENDA REPORT �kllrq'.MYYY�Ai'AMA Meeting Date: June 28,2016 Item Number: 1 Department: Planning (City Secretary's Use Only) Prepared By: Renae' 011ie Account Code: Date Prepared: June 16,2016 Budgeted Amount: Exhibits: 1 Subject Hold a Public Hearing and consider, and act upon amending regulations to Zoning Ordinance 2008-47, Article 6, Section 6.3 Downtown Historic District (DTH) as it relates to design guidelines and standards within the Downtown Historic District. ZC 2016-07 Recommendation Motion to approve amending regulations to Zoning Ordinance 2008-47, Article 6, Section 6.3 Downtown Historic District (DTH) as it relates to design guidelines and standards within the Downtown Historic District.ZC 2016-07 Discussion The City Council has declared as a matter of ordinance that the preservation,protection, and use of landmarks and historic districts is a public necessity because they have a special character or a special historic, architectural, aesthetic, or cultural interest and value and thus serve as visible reminders of the history and heritage of the City of Wylie. In early 2015, the Historic Review Commission (HRC) directed Staff to consider amendments to the DTH ordinance to provide for more stringent guidelines within the Ordinance to require more period specific design. Through the course of several work sessions, the HRC developed such amendments that would better clarify the design guidelines for new development within the district. This included defining contributing and non-contributing structures. Contributing structures would be those buildings built between the period of significance (1890-1940) and adds to the overall historic integrity and architectural quality of the district. Non-contributing structures are existing buildings within the district that does not contribute to the historic character and usually constructed after the period of significance. The current ordinance defines Substantial Renovations as alterations to the exterior of existing buildings that change the placement or design of windows, doors or other exterior features of the building such as coping or pilasters. The Commission is recommending that the change of exterior paint also be included as a substantial renovation. This would require HRC approval of any exterior color. In addition, the recommendation is also to restrict any like color from being repeated on both sides of the street and adjoining streets. The ordinance was categorized by New Structures and Existing Structures for both commercial and residential uses. A primary function of the ordinance is to distinguish between standards and guidelines. (Rev 01/2014) Page 1 of 2 Page 2 of 2 STANDARDS are more objective, measurable regulations (illustrations/diagrams), while GUIDELINES are more subjective statements through which the City proposes additional design strategies. Design Guidelines should be suitable for most projects and followed to the extent possible. Article 6.3 is attached as Exhibit"A" and includes highlights showing current regulations (black) and proposed (blue; red for deletions). Notices were mailed out to 179 property owners within the DTH to notify them of the proposed amendments and the meeting dates. PLANNING& ZONING COMMISSION DISCUSSION: The Commissioners asked if primary construction was new development or renovations. Staff stated that most of the development is renovation of existing structures. The Commissioners voted 6-0 to recommend approval. 7 yM WYIZONING ORDINANCE ARTICLE 6 SPECIAL PURPOSE AND OVERLAY DISTRICTS SECTION 6.3 DOWNTOWN HISTORIC DISTRICT(DTH) A. Purpose Wylie's downtown has been identified by the Comprehensive Plan as a valuable resource worthy of preservation as a historic district. This district provides development and design standards that preserve the historic and architectural character of existing development, provides for adaptive reuse of existing buildings and the compatibility of new structures and uses with the historic nature of downtown. A non-contributing building and/or structure means a building not contributing to the historic significance of the district and does not add to the district's sense of time and place, and historical development; or one where the location, design, setting, materials, workmanship, feeling, and association have been so altered or have so deteriorated that the overall integrity of the building has been irretrievably lost. Typically, contributing structures are older than 50 years. Typically, non-contributing structures are less than 50 years old. For the purposes of this section, a contributing structure shall be those structures built prior to the World War if PERIOD OF SIGNIFICANCE: 11904940 CONTRIBUTING STRUCTURES: Any building within a historic district that adds to the overall historic integrity and architectural quality of the district. NON-CONTRIBUTING STRUCTURES: An existing building within a historic district that does not contribute to the historic character of the district. These buildings were usually constructed after the era of significance. (1890...1940). Architectural Styles that are prominent or important to the City of Wylie vary in style and form. New structures and major renovations should be compatible with these existing styles. (Virginia Savage McAlester's boob: "A Field Guide to American Houses°° would be an appropriate reference). a Victorian(1860...1900) o Architectural Prece,jent: National Folk, Queen Anne, italianate o R f Type: Asphalt/fiberglass shingles o IR ; f F/,rms: Steep pitched of irregular shape, dominant front-gabled, gable front and wing, side-gabled, pyramidal with moderate pitch. o Heights: One and two stories o Eave: Boxed or open o Eluil iotg Materials: Wood siding, patterned wood shingles o Detailing: Porches with spindlework_ detailing and jigsaw cut trim. Lace-like spandrels and turned balusters may be used in porch railings and in friezes suspended from the porch ceiling. Window surrounds may have simple pediments above o Other Features: Spindlework_ details and jigsaw cut trim is sometimes used in 1 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ZONING ORDINANCE the gables. a Arts and Crafts (1870 1920) o Architectural Prue ent.: English Arts and ('rafts movement, oriental wooden architecture, and the manual arts o R f Type: Asphalt/ fiberglass shingles o R 1 F runs: Front, cross, side, or hipped gabled roofs with low-moderate pitch o Heights: One and one-half to two stories o lEave: Intermediate too deep with or without exposed rafter tails o Buil ing Materials: Wood weatherboards or shake is most common; stone, brick, concrete block, and stucco are also used o Detailing: Columns for supporting the porch roofs are a distinctive and variable detail. Typically short, square upper columns rest upon more massive piers, or upon a solid porch balustrade. Roof timbers either extend through the wall to support the cave or false rafter ends are added o Other Features: Craftsman doors and windows are similar to those used in Vernacular Prairie houses. a Transitional o A mix of architectural styles, like Queen Anne derivatives with classical revival elements. a Minimal Traditional (1935 1950) o The Minimal Traditional structure has almost no overhangs and more often a gabled roof, double-hung windows and minimal architectural details. a Colonial Revival (1880 1955) o Accentuated front door with decorative crown supported by pilasters. Can be asymmetrical with varied roof types. a Georgian (1700 1780; locally to ca. 1830) o Paneled front door, usually centered and capped by an elaborate decorative crown supported by decorative pilasters. Typically a simple one or two story box with varied roof types. a Texas Folk Houses built to provide basic shelter with little regard for changing fashion. They are strongly influenced by geography than by architectural styles. o Full-width, shed-roofed front porch, o Simple roof forms (pyramidal, gables or hip roofs) B. District Boundaries 1. The Downtown Historic District(DTH) is generally bounded by State Highway 78 on the south, Cottonbelt Avenue on the west, from Eliot Street to Brown Street, and including property north of Brown Street on Keefer, and to the eastern property line of those lots facing west on Second Street from Brown Street to the north and Marble Street to the south, and those properties north of Brown Street along Ballard Avenue facing east and 2 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS { "u a\ 01 WN a II ZONING ORDINANCE continuing north to Tract 4 of the Samuel B. Shelby Abstract and approximately 100 feet of frontage of those lots facing west and continuing north parallel to Ballard Avenue and encompassing all of Block 1, Lot 5 of the Russell #01 Addition and Block 1, Tract 49 of the James Truett Abstract. 2. The precise boundaries of the Downtown Historic District shall be shown on the official zoning map of the City of Wylie. The boundaries of the Downtown Historic District may be amended from time to time based on a request from area property owners, a request of the staff, the Commission, or at the pleasure of the Council. In considering a request for a change in district boundaries, the Council shall require: a. Any additions to the district shall be contiguous to the existing boundaries of the district; b. Any reductions in the district shall be located on the edge of the district such that a hole is not left inside the district; and c. If requested by a property owner, a petition shall be presented showing owners of more than 50 percent of the land within the district, excluding streets, and owners of more than 50 percent of the building sites in the district are in support of the requested change in boundaries. 3 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS i c°it a'I fr'�c�" ZONING ORDINANCE 0 a.// "fir q 1 1 VAMk NN A I IM M XN Ml !W.�Ni i=7; t / /11 if 1 0' j AMb r r n Alt l w 9/cr,, IOON(1�"ID/f � w�n �rn�`� r �v��r0 old 6ry�yrw➢4b,'tt e / I/ i I pii4litiot, 10. �fM�AYwp�ar I 4 r , p f '< 1 1 7 4iw i1 l 4 1 ?` � ra G r r +M M,W I ., Ian 1 DIY w/ '.l 1, rl II ' ' i 4 i JI)�JJS�M'b9wNlhw,fW.tfiS'NX,✓NM- f � 1t . �m�u tn�vrw'�w;ufe " dw"rtiwM f,- � , FIGURE 6-1 DOWNTOWN HISTORIC DISTRICT BOUNDARIES C. General Provisions 1. Site plan and design review submitted to the Planning Department is required for new construction and substantial renovation of existing buildings within the Downtown Historic District. Substantial renovation means: a) Alterations to the exterior of existing buildings that change the placement or design of windows, doors or other exterior features of the building such as coping or pilasters; also includes exterior paint. b) An increase in the floor area of the building greater than 10 percent. c) Adding new exterior building materials that do not match the existing materials. d) Interior renovation of existing buildings that do not alter the exterior appearance of the building do not require site plan and design review under the provisions of this article. (e.g., a drop ceiling that covers part of an existing window would alter the exterior appearance and require review.) e) Physical properties of an existing building such as setbacks, foot prints, height, or other similar characteristics that cannot be altered without substantial hardship are not required to meet the development or design standards within this article. All other provisions shall apply. 4 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ,), ZONING ORDINANCE of °, ° uildings that do not alter the exterior appearance . . uilding do not require article. (e.g., a drop ceiling that covers part of an existing window would alter the to meet the apply. 2. Historic Review Commission a. Estailishment. Historic Review Commission (HRC) shall be appointed by the City Council and shall consist of seven (7) members in accordance with Ordinance 2013- 7, and as amended. b. Rules an II Regulati us. The HRC will be responsible for reviewing and recommending an action to the Planning and Zoning Commission and/or the City Council for proposed new construction or substantial renovation, revisions to the ordinance, and planning efforts to fulfill the purpose of the Downtown Historic Ordinance and to consider future amendments and long range goals of the District. 3. Submission of Plans. A completed application declaring the proposed style shall be submitted with a fee, accompanied by the following, and any other necessary documents required by the Planning Department: 1 ) Site plan showing existing and proposed structures and improvements 2) Interior floor plan showing all spaces, doors and windows 3) Exterior elevations including 1 ) Existing & proposed changes 2) Doors & windows ) Architectural features ) Trim details 5) Material details (),) Exterior paint color /ft ) Roof Plan 5) Accessory Structures (),) Sections (for additions) D. Permitted Uses 1. The Downtown Historic District may contain any combination of uses shown in the Use Chart in Article 5, Section 5.1. 2. Within the Downtown Historic District there are both residential and nonresidential uses which may be located in either residential structures or commercial structures. To maintain the architectural and historic character of existing blocks where one type of structure predominates, the following regulations shall apply. 5 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS 7 ZONING ORDINANCE a. Residential uses may be in residential structures or commercial structures. Residential uses in commercial structures are only allowed if they occupy less than 40 percent of the floor area of the building; and do not occupy the area adjacent to the street front. b. Nonresidential uses may be in residential or commercial structures. Nonresidential uses in residential structures must be in those blocks where existing residential structures predominate. c. In block faces within the District that are currently developed with residential structures, new construction shall be of historic design. Either residential or nonresidential uses may be located in the residential structures. d. In block faces within the Downtown Historic District that are currently developed with commercial structures, new construction shall be of historic design. e. Only residential uses are permitted for those lots along Cotton Belt Avenue, and along Keefer Street from Elliot Street on the south to Brown Street on the north, and including properties north of Brown Street on Keefer Street, as depicted in Figure 6.1 and on the official zoning map of the City of Wylie. E. Downtown Historic District Development and Design Standards Each historic style in Wylie is equally important, just as each house and the way it has, or will, develop is important. The historic district designation is not meant to freeze the neighborhood in time, but rather to guide the neighborhood into the future. The most significant events that effect the change of character in a historic district are remodeling, demolition and new construction. When altering an existing structure, or constructing a new structure in the district, it is important to draw upon the context of the local neighborhood for inspiration. This does not mean that new construction should mimic existing buildings. However, new construction should be sympathetic to the existing building typologies within the district and, more specifically, in the block_ face, if applicable. 4-7 11 properties must meet requirements provided in this section for Site Design, and a. Purpose of Downtown Historic District Design Standards. The purpose of these design standards is to ensure the preservation of the historic and architectural qualities which make the Downtown Historic District a unique place by permitting new development compatible with existing historic buildings and by maintaining the historic and architectural qualities of existing buildings. a. Site Design Standards. The purpose of the Site Design Standards is to provide for building and parking placement compatible with existing development. b. Architectural Standards. The purpose of the Architectural Standards is to provide for the preservation of existing historic and architectural qualities of Downtown Wylie, ensure new construction is compatible with these qualities, and to protect and promote the uniqueness of downtown as a commercial area. Standards included in Subsection 4, and the Architectural Standards in Subsection 5. a. Historic Review Commission (HRC) shall be appointed by the City Council and shall amended. 6 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ZONING ORDINANCE construction or substantial renovation, revisions to the ordinance, and planning efforts .e-fulfill the p amendments and long range goals of the District. Definiti ,n ,f"Starry far% s'" an "Gui felines" Stay, tarts, are objective, measurable regulations, often illustrated through diagrams and sketches with which all projects must comply. They will use language such as "shall" and "prohibit". if a project of exceptional design is clearly consistent with the Purpose of the Standards and Guidelines but does not conform to a certain standard, the Historic Commission may approve a Certificate of Appropriateness (COA) that cites the project's compliance with that purpose. Design (D„ai fcl mes are more subjective statements through which the City proposes additional design strategies and will use language such as "should" and "may". The guidelines should be suitable for most projects, and developers should endeavor to ensure that guidelines are followed to the extent possible. b. Stan 'r,ar f$ an f Gui felines f,r New C ,nnnnerciai C ,nstructi ,n, lRec ,nstructi ,n, an A fiti,ns a. Design Principles ,f New C ,nstructi,no New construction should reflect design concepts of the period in which it is created, while recognizing that a new building or additions must fit within an existing framework of a variety of older structures. New structures and additions shall harmonize with older structures. Means for differentiating may include materials, form and construction method. Style is discouraged from being the primary indicator of differentiation. b. Design Stan far d$ New C mmercial Structures 1) Building Placement—New Commercial Structures (a) Buildings shall be placed on the front property line. Buildings may be moved back from the front property line a total of four feet to provide for wider sidewalks and entries, if: The buildings takes up an entire block face; or is located on a corner; or has a total frontage of more than 50 percent of the block face. (b) New commercial structures shall be allowed only in block faces which are predominately developed with existing commercial structures, or are predominately vacant land. (c) Buildings shall be placed on the side property line. Buildings may be moved back from the side property line a total of four feet to provide for wider sidewalks and entries when the side property line is along a street. (d) Buildings that go through a block so that they have frontage on two parallel streets, shall treat each frontage as a main facade. 7 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS 7 `°` „` ZONING ORDINANCE (e) All service areas and loading shall be from the alley where applicable. (f) New commercial structures shall construct at least a six (6) foot wide side walk. 2) Street Facade—New Commercial Structures (a) Primary street facades for nonresidential buildings in the Downtown Historic District shall have the following basic features of existing historic buildings: 1) Cornice at top of facade; 2) Display windows with transom windows above and lower window panels below. 3) Pilasters that divide the facade vertically and separate the display windows units into discrete visual elements. 4) Second floor windows, recessed with multiple lights, lintels, and sills. (b) Architectural elements such as doors, windows, awnings, canopies and architectural details shall be compatible with the overall visual qualities existing within the historic buildings downtown. Maintain as much of the original basic facade as possible. The basic facade consist of three parts: the storefront, with large display windows and transom; the upper facade, with large regularly spaced windows; and the decorative cornice. (c) Choice of color for the primary facade, various architectural elements, or details shall be in conformance with the color scheme existing within downtown and appropriate for the historic and architectural character of the commercial structure. (Reference Preservation or Historic Color Palettes ; 77; ;oi, ti or Palette or equal would be an approved color palette) (d) No like color may be repeated on both sides and or adjoining streets. (e) In addition to the above, all commercial structures shall have at least two of the following desirable design features as appropriate: 1) Street facades on side streets that meet the requirements for primary facades; or 2) Buildings on corners which create a diagonal corner cut with the entrance on the corner; or 3) Pediments added to the top of the facade; or 4) Decorative brickwork and architectural detailing on or around the cornice, fascia,pilasters, or around windows; or 5) Use of natural wooden doors with glass windows; or 6) Projecting canopies and or awnings placed over the ground floor windows and doors 8 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS { ("u a\ 01 WN a II ZONING ORDINANCE Pediment Cornice - " ;-- _. Cornice 'll �. � .. Decorative Brick Work Window Lintel Window Sash ) . ._ _ L 1 Upper Window Sill Facade Fascia Sign Board 4,4 - � Transom ... _� ...� ... �. � ... Windows >� in ILi � �... __ Display Windows Storefront Lower Window 1 Panels �— Pilaster FIGURE 6-2 TYPICAL FEATURES OF COMMERCIAL STRUCTURES IN THE DOWNTOWN HISTORIC DISTRICT 3) Building Proportions —New Commercial Structures a) Overall height of single story commercial buildings in the Downtown Historic District shall be between 18 and 26 feet. b) The proportion of the height to width of the facade between pilasters shall be in the range of 2.5 to 1 to 3 to 1. The basic window units shall be between 2 to 2.5 times the remaining height to the top of the cornice. c) The ground floor facade shall have at least 45 percent of its area in transparent windows, or doors. The second floor facade shall have at least 20 percent of its area in windows. The area of windows includes any mullions framing individual lights within the window frame. d) The building height shall not exceed thirty-five (35') feet at the highest point of the cornice and up to forty (40') feet for architectural elements including but not limited to turrets,pinnacles and pediments. 4) Building Materials —New Commercial Structures The base facade materials for commercial structures within the Downtown Historic District shall be brick or stone. Architectural details, trim, window or door framing may be wood, stone, cast stone, cast iron, or other materials compatible with the historic and architectural character of the Downtown Historic District. 9 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS 7 WY! IF, ZONING ORDINANCE 5) Fencing—New Commercial Structures Any fencing for commercial structures within the Downtown Historic District shall be in the rear of the building not visible from the street. 6) Parking Ix NnresientiaII Uses a. Commercial Uses less than 4,000 square feet in a block face with existing historic commercial buildings shall not be required to provide off-street parking. b. Commercial Uses over 4,000 square feet will be required to provide off-street parking under the following standards: ft ) A minimum of 50% of all required parking, in accordance with Article S Use Charts of this Ordinance, shall be located on site as required by specified use. All on-site parking shall be placed a minimum of 10 fCet behind the front facade of the building with a landscape buffer provided. Not more than 140 feet of contiguous frontage of parking shall be visible from a street. On-site parking shall also provide spaces for bicycles at a rate of one for every hill 25 spaces of required parking. 2) Alternative materials, such as pavestones and grasspavers can be used for driveways and parking spaces, subject to approval of the City Engineer. 3) Up to 25 percent of the required parking can be provided by on-street parking in front or to the side of the building. 4) The remainder of the required parking can be provided by off-site parking facilities within 1,000 feet of the site. No off-street parking can be developed with frontage on Ballard Street or the block face on the east side of Jackson Street. 5) Upon a finding that a parking reduction is necessary to preserve historic buildings and maintain the design integrity of the Downtown Historic District, the Commission may grant parking variances up to a maximum of 75 percent of the required parking. ( ) Off-street parking lots with over 20 spaces are required to have landscaping and lighting that meets the standards for other nonresidential developments. (Article 4, Section 4.3) c. Design Stan, ar, ........ Existing CHntriliuting Commercial Structures 1) Additions to historic buildings shall replicate the style of the main building if possible, otherwise they shall adhere to the general style with simplified details. 2) At a minimum, additions shall reflect the massing, roof shape, bay spacing's, cornice lines and building materials of the primary structure. 3) When replacing elements that were originally part of an historic building, those elements shall be replicated when evidence of the actual detail has been documented by photographs, drawings, or remaining physical evidence. If no evidence exists, elements typical of the architectural style may be used as approved by the H RC. 4) Masonry used in additions shall match or complement the color, size and patterns of the brick or masonry used in the historic building. 10 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ZONING ORDINANCE c. Stan%'r,ar 1s an 1 Gui felines 1,r New Resi 1ential C nstructi ,n, an 1 A 1iti ns a. Design Principles 1,r New Resi 1ential C ,nstructi ,n. The use of simplified detailing as not to imitate historic ornamentation. Detailing should be inspired by historic structures rather than mimic historic detailing. A building should harmonize with the neighboring styles. The objective is to complement the context of the neighborhood. b. Design Stan tar 1s .... New Resi 1ential Structures 1 ) Building Placement----New Residential Structures a) New single family residential structures are only allowed in blocks which are predominately developed with existing residential structures. b) Residential structures shall conform with the front yard, side yard and rear yard setbacks of existing residential buildings on the block face. Front yard and rear yard setbacks will be deemed to be in conformity if they are within five feet of the average of the existing setback on either side of the new construction. Side yard setbacks shall be no closer than the side yard setback adjacent to the new construction or 20 feet whichever is less. On corner lots, side yards shall be treated as front yards and shall be the same as that required for the primary front yard. c) Setbacks ........ Setback refers to the distance a building is located from a property line. Front setbacks are very important to the character of a historic district. To maintain the character of the district, it is important that new buildings maintain a similar setback to the historic structures on the block. Consistent spacing between buildings helps to establish an overall rhythm along a particular street. d) Site Configuration and Orientation....... The site configuration and orientation of new buildings or structures shall be compatible and consistent with the orientation of existing buildings or structures on the adjacent lots within the block face. e) New residential structures shall construct at least a six (6) foot wide sidewalk. 2) Street Facade—New Residential Structures a) Residential structures within the Downtown Historic District shall have the following basic features of existing residential structures in the district, as appropriate to the architectural style of the building. These features are depicted in the following illustration for definitional purposes. 1) Covered porches integrated into the front facade of the main structure; 2) Multiplicity of roof forms; 3) Columns and railings defining porch; 4) Windows with multiple lights; 5) High pitch roof lines; and 6) Architectural detailing of gables, window and door casings, eave lines, and foundations. 11 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS i c°it a', �,1'lc„" ZONING ORDINANCE V ) Multiplicity of roof forms \ / ,, __ \ A: - == m�_±__ ______ .„..i....„ _ , v:., , LI gli i _ G W..,,,, indows w/multiple lights Skirting Porch columns and railings ,1 ;� '�� Architectural i k r uaW„Yvwn- detarts— High pitch roof wYom ° may r �, '„ a ��, � i i � ,����.� Fly Covered porches r with columns and rails FIGURE 6-3'TYPICAL FEATURES OF RESIDENTIAL STRUCTURES IN THE DOWNTOWN HISTORIC DISTRICT b) The orientation of the •front facade shall be consistent with the predominant orientations of historic structures found on the block •lace. c) The height and scale of new construction should generally not exceed that of adjacent structures by more than one story. d) Roof pitch, form and orientations shall be consistent with those predominantly found on the block •lace. e) Residential structures that have a room projecting from the primary line of the front facade shall have a covered porch across the inset portion of the facade. f) Residential structures which do not have any projecting rooms shall have a covered porch across at least two thirds of the width of the facade. g) Porches shall have columns and railings around the edge of the porch except for the entrance steps. h) Where used, front porches shall be a minimum of 8 feet deep, and be a minimum of 200 square feet subject to the specific architectural style of the house as defined by the National Historic Commission. i) Choice of color for the primary facade, various architectural elements, or details shall be in conformance with the color scheme existing within downtown and appropriate for the historic and architectural character of the commercial structure. (Reference Preservation or Historic Color PalettesSherwin Williams Preservation Palette, Vaispar Historic Color Palette 12 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ('°I) a'r�' ICIC ZONING ORDINANCE w or equal would be an approved valor palette). j) No like color may be repeated an both sides and or adjoining streets. k) In addition to the above all residential structures shall have at least two of the following desirable design features as appropriate: 1) Use of skirting along the base of the building in a manner appropriate to the architectural design of the building; Skirting materials shall be durable, suitable for exterior exposure, and installed in accordance with the manufacturer's installation instructions. Skirting shall be secured as necessary to ensure stability, to minimize vibrations or minimize susceptibility to wind damage; or 2) Use of foundation plantings to soften and conceal the foundation; or 3) Use of architectural detailing appropriate to the architectural style of the building. Architectural detailing includes but is not limited to elements such as carving in porch rails, turned stiles,use of ornamentation around windows, doors eave lines porches, and decorative windows and materials within gables. 6m Ilel I1II lu p044, ; Id. % 00 I ,i,. �J � n� I uu)� S ,',ti",��I dIJY�ihla"h�u�l JI mlJr !I V� � '� PORCH W/SEPARATE ROOF at a FOLK VICTORIAN HOUSE QUEEN ANN STYLE ", µ',14, v^ry w Jio(ryYU J Y r ri/ @Mtn 4 iiV ; I ^ Jo "" 4� ,I r'i ,4 r;�r4, � r , i ' � u�n'dl�I�I �, q,j 'gyp ' h '✓ y r '✓tioU /7� d iiodiIll ldom�H I° I 1 /'4 1)� h�rw )AA/r ICI. uMlPuuuul lUw uuuuuu ilU Ullllf'nuuum �� !r A ) it Ifl I I... i u f�iRIfl�1 N,I11 nw )lk void P Y 1111,1,1 �Il a 6i�I { j ~ iaamm daxn YM., I V i I,V III1 V 1 I' 04 ��Yi nn'Nip w" mild y �� .A „yl Y Y 4 III I�s "'ll ��r r� V) Ilan II�� " -- I01, 'Ill ,mw' ..! p040t,I �P ' fI �I�III�101�I� ViI m , �i11°Yf�(tl 141 ���I����,gMm���� fin✓8)r�4uvu i ul v;".0 i T° �,tk 1,i,01 '' p IS'� v ��14u . aawl PIP I -'0��� " pI ar 'rrdl' ar+`" '� v&i`�' Irr.M�, i , PORCH T A FRONT"GABLE at a CRAFTSMAN PORCH SMALL WRAP AROUND PORCH at a FOLK VICTORIAN HOUSE 13 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS 7 yM `°` 11` ZONING ORDINANCE DESIGN TITS: a Because the elimination or enclosure of a front or side porch alters the character of a building significantly, it is not considered appropriate. a Align all header heights. a Use at least 4" trim for windows, doors and corner boards on residential structures. a Balustrades are comprised of three pieces: top rail, a bottom rail, and a baluster. When replacing a balustrade it is important to take into consideration style and character of the structure, as well as, existing building code. When installing a new balustrade it should be sympathetic to the architectural style or have simplified detailing. a Reference national standards: http://www.nps.gov/tps/standards.htm 3) Building Proportions —New Residential Structures a. Residential structures within the Downtown Historic District may be a maximum of two stories in height, so long as the second floor is located under the roof over the first floor. Dormers and/or windows in the gable end of the roof shall be used to provide light and air. b. Residential structures shall have a minimum roof pitch of 8:12 and style of house that is consistent with those predominantly found on the block face. c. The building height shall not exceed thirty-five (35') feet at the roof ridge and up to forty (40') feet for architectural elements including but not limited to turrets,pinnacles. 4) Building Materials —New Residential Structures a. The primary exterior material for residential structures within the Downtown Historic District shall be wood siding and/or composite masonry materials having a wood pattern. b. The width of the siding shall be between four and five inches in width no more than six inches in width. c. standards are encouraged where appropriate and/or possible. d. Vertical siding is prohibited. Board and Batten is an acceptable style. e. Vinyl siding, plastic, and EIFS are prohibited for use of building envelope materials. f`. Metal roof's and metal sheeting used as the primary building envelope material on primary residential structures are prohibited. g. All development is defined by the base, middle and roof elements with particular attention to the front facade as this is the section that defines the character of the streetscape for the DTH. See Figure 6-4. 14 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ZONING ORDINANCE C ;1);if4drarZLfuroruw; 1427 f,,ff 4 I t r r)17nry,p7RIT,, FIGURE 6-4 EXPRESSION OF BASE,MIDDLE AND ROOF ELEMENTS 5) Parking for New residential Uses Parking for residential use shall be on site and conform to standards for residential uses in other single family districts. 4. Design Stan ar h's - Existing Resi h'ential Structures a. Street Fana e Existing Resi entiall ) Renovation to existing residential structures should use materials which are structure,compatible with the existing residential Adherence to these material standards are encouraged where appropriate and/or possible. 2) Additions shall not be constructed on a primary or character defining elevation. 3) Additions shall be differentiated but compatible, so that the new work does not appear to be part of the historic building; the character of the historic resource should be identifiable after the new addition is constructed. 4) Identifying, retaining, and preserving entrances and porches and their functional and decorative features that are important in defining the overall historic character of the building such as doors, fanlights, sidelights, pilaster, entablatures, columns, balustrades, and stairs. 5) Removing or radically changing entrances and porches which are important in defining the overall historic character of the building so that, as a result, the character is diminished. DESIGN TIPS Encourage the retention of original architectural elements: Wood Windows Wood Doors 15 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ,u° '1'WV' ZONING ORDINANCE a Columns a Chimneys a Porches a Trim Discourage a Painting original brick that has never been painted a The use of vinyl or metal siding a The removal or replacement of original windows and doors a The enclosure of porches a The use of hardy board products except along ground a The use of vinyl windows a Stripping entrances and porches of historic material such as wood, cast iron, terra cotta tile, and brick. a Removing an entrance or porch because the building has been re-oriented to accommodate a new use. a Cutting new entrances on a primary elevation. Altering utilitarian or service entrances so they appear to be formal entrances by adding paneled doors, :fanlights, and sidelights. b. Fencing—Residential Structures 1) Fencing placed in the front of the residential structure shall be limited as follows: a) Height not to exceed 3 feet; b) At least 50 percent of the surface area of the fence shall be open and transparent; c) Made from wood or wrought iron. Masonry or brick may be used for columns with wood or wrought iron fence panels; d) Have the posts and rails facing the inside of the fence. 2) All fences placed in front of the residential building shall be decorative in design. 3) Fences placed behind the residential building shall conform to fencing requirements for single family development elsewhere in the city. F. DEMOLITION AND RELOCATION OF A STRUCTURE Any structure being considered for demolition or relocation requires HRC approval. 1. Demolition of a structure will NOT be allowed if: a. A structure is of architectural or historical interest and/or value or its removal would be detrimental to the public interest, or b. The building contributes significantly to the character of the historic district and demolition would create a detrimental view or adversely affect the existing buildings 16 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ,u°YM `°` 41111ZONING ORDINANCE on the Hock, or c. A structure is of old or unusual or uncommon design and materials and it could not be reproduced without great difficulty and/or expense, or d. If its proposed replacement would not make a positive visual contribution, would disrupt the character or be visually incompatible within the historic district. 2. Demolition of a structure MAX be allowed upon approval by the Commission and the issuance of a demolition hermits a. The building has lost its architectural and historical integrity and importance and its removal will not result in a negative, less appropriate visual effect on the historic district, or b. The structure does not contribute to the historical or architectural character and importance of the historic district (e.g. a noncontributing structure), and its removal will result in a positive, appropriate visual effect in the district. 3. Relocation of a building may only be moved from one site to another site WITHIN the historic district under the following conditions: a. The building is seriously threatened in its original location, b. The integrity and structural soundness of the building will be maintained, c. The building will be compatible with the overall character, visual appearance and site orientation of existing buildings on the Hock at the new location, and d. The removal of the building from its original site will not create a detrimental view or loss of integrity on its immediate Hock. 4. Relocation of a building may be moved from a site OUTSIDE of the historic district to a site within the historic district under the f'ollowin=conditions: a. The integrity and structural soundness of the building will be maintained, b. The building will be compatible with the overall character, visual appearance, and site orientation of existing buildings on the Hock at the new location, and c. Any proposed replacement at the original site will result in a more positive visual effect on its immediate Hock. d. Any relocated building in the historic district shall be rehabilitated (i.e. repaired and/or rehabilitated) in accordance with the applicable sections of these guidelines so as to retain the original character, architectural details, design, and materials of the structure. G. Signs Purpose: All signs in this section are applicable to the Downtown Historic District only and are not appropriate to any other zoning district. The purpose of this section is not to regulate the content of any sign, but to regulate the area, material, and placement of new signs and alterations made to existing signs and to ensure consistency and to preserve the Downtown Historic District as a desirable area that is pleasing and visually attractive. 17 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS { "u a\ 01 WN a II ZONING ORDINANCE a. General Provisions: (1) Pole sign means any sign erected on a vertical framework consisting of one upright supported by the ground and where there is a physical separation between the base of the sign and the ground. (2) Signs shall be constructed of materials that are not subject to deterioration when exposed to the weather. Internally illuminated signs must be constructed of non- combustible material or approved plastics. (3) New signs should respect the size, scale and design of the historic building. (4) New signs should not obscure significant features of the historic building. (Signs above a storefront should fit within the historic signboard for example.) (5) No sign permitted under the regulations of this section shall be installed without first obtaining zoning clearance and a sign permit. b. Signs for Residential Structures (1) The sign area of any one face shall not exceed sixteen (16) square feet in area. The sign area of a pole sign shall not comprise more than seventy percent (70%) of the entire sign structure. (2) The maximum height of a pole sign structure shall be six (6) feet when no lighting is included. The maximum height of a pole sign structure shall be eight (8) feet when a globe type light is included. (3) Logos and symbols may be illuminated or backlit by fluorescent fixtures. The use of indirect lighting is also allowed. (4) The use of a fluorescent color on a sign is prohibited. (5) No more than one pole sign may be displayed on a premise at any given time. (6) The sign may be placed adjacent to the public right-of-way,provided it does not encroach on the sight visibility triangle and is a minimum of six feet from the outside face of curb. (7) Single acorn type luminaires, flutes, moldings or other traditional details are strongly preferred. See Figure 6-5. 18 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS ('°11 Y a'r WI 11,11; ZONING ORDINANCE �lill11111 IG11 Il��ni01 p, ro Mai U!1 i wn 1 1 J11 J' w� I e � 4 AAP; 1. gii: I 11111 taligli 9�N+ Uu V rI L lc, G 1 iIli wir',1,14V wlmll1 I ,! IA W yI � III Ii " N � 11�H01 1 > 1 I Il , ml i , / V 00 ,,,,00 1 1 IF lyff�llll uu I � i� 4 � M II,1 'III t�� l III, 1 I � u„d I . uwmp iI v 11 l l I,1,f 01111111111111 Y I /P (Ir"04 FIGURE 6-5 TYPICAL POLE SIGN FEATURES FOR RESIDENTIAL c. Signs for Commercial Structures (1) The size of the sign shall be in proportion to the building and the neighboring structures and signs. (2) The total maximum allowable sign area for each building face is one square foot per one linear foot of a single tenant, not to exceed 70 square feet, whichever is less. (3) The total maximum allowable sign area for each building face is one square foot per one and one-half(1-1/2)linear foot of a multi-tenant building, not to exceed 100 square feet whichever is less. (4) Signs shall be mounted or erected so they do not obscure the architectural features or openings of a building. (5) No sign or portion of a sign shall extend above the cornice line at the top of the building face. Roof top signs are prohibited. (6) For buildings without a recognizable style, the sign shall adopt the decorative features of the building, utilizing the same materials and colors. (7) The structural materials of the sign should match the historic materials of the building. Wood, metal, stucco, stone or brick, is allowed. Plastic, vinyl or similar materials are prohibited. Neon, resin to give the appearance of wood, and fabric may be used as appropriate. (8) Attached signs may only be illuminated utilizing internal lighting. Exterior letters with exposed neon lighting are allowed. d. Window Signs Window signs do not require a permit or a permit fee. Window Signs must meet the following regulations: (1) Window Signs must not obscure more than 20 percent of the window area per facade. (2) No illuminated Window Signs shall be allowed within two feet of the window surface, except for open/closed signs. 19 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS { "u a\ 01 WN a II ZONING ORDINANCE e. Awning Signs (1) An Awning may extend the full length of the wall of the building to which it is attached and shall solely be supported by the exterior wall of the building. The awning sign shall be no more than six feet (6') in height and shall not be placed less than eight feet(8') above the sidewalk. (2) Artwork or copy on Awning Signs shall be limited to a business name and or logo. (3) The artwork or copy for an Awning Sign shall not exceed twenty percent (20%) of the area of the Awning and shall extend for no more than sixty percent (60%) of the length of the Awning. f. Projecting Signs (1) Signs shall be constructed of noncombustible material. (2) Signs shall not project more than three feet (3'), measured from the building face and shall not be closer than two feet(2') from the back of the curb line. (3) Bottom of the sign shall be at least 8 feet above the sidewalk. (4) Signs shall be compatible in design, shape, and material with the architectural and historic character of the building. (5) Signs shall not exceed sixteen (16) square feet per sign face. g. Canopy Signs (1) A Canopy Sign is a permanent structure that is supported by the building or by a support extending to the ground directly under the canopy. The Canopy Sign may be attached to, or be an integral part of the face of a canopy. (2) A Canopy Sign may consist of only the name and/or logo of the business at the location of the canopy. (3) The artwork or copy on a Canopy Sign shall not exceed ten percent of the face of the canopy, or a maximum of twenty-five (25) square feet, whichever is greater. (4) An illuminated stripe may be incorporated into a canopy. The stripe may extend along the entire length of the face of the canopy. The width or thickness of the stripe shall be limited to one-third of the vertical dimension of the face of the canopy. The internal illumination of a canopy is limited to the portions of the canopy face on which a sign or stripe is permitted. h. Special Events Banner Signs (1) A Special Event Banner sign is composed of cloth, plastic, canvas or other light fabric. (2) Only banners promoting or supporting local community events will be permitted over public right-of-ways. (3) An application to place a banner over a public right-of-way shall be submitted to the Building Inspections Department at least 10 days before the date to be installed. 20 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS { "u a\ 01 WN a II ZONING ORDINANCE (4) The City of Wylie may erect and remove banners over public right-of-way. Banners may only be installed at locations approved by the City. (5) The maximum banner size allowed is 4 x 36 feet, unless extended over the public right-of-way. Banners must be in good repair at all times. (6) The banner may remain a maximum of fourteen (14) days. A maximum of two banners can be hung for each event with placement of the second banner provided as space allows. Only one banner will be hung at each location. (7) When a banner over the public right-of-way is removed, the applicant is responsible for picking up the banner from the City of Wylie Service Center within ten (10) working days of the removal date. A late fee of $50 will be charged for banners left after the ten (10) day period. Unclaimed banners will be disposed of 30-days after removal date. (8) Banners not defined as Special Events Banners are regulated by the City's current Sign Ordinance and as amended. i. A-Frame/Sandwich Board Signs (1) No more than one a-frame or sandwich board sign per business shall be allowed, and a minimum of four feet of clear sidewalk shall be maintained at all times. The sign shall be sufficiently weighted or anchored to prevent movement by wind or other elements. (2) No a-frame or sandwich board sign shall exceed eight square feet per face or four feet in height. The entire sign structure shall be calculated as the total of sign area. (3) Materials suggested for use for signs are finished hardwoods, or softwoods. Materials not allowed include, but are not limited to, fluorescent materials, paper or fluorescent paints. j. Exempt Incidental Signs. Small incidental signs can be installed along a business frontage without permit approval from the City. Incidental signs are commonly seen as menu boards, open signs, small window signs noting hours of operation, and small hanging signs. Incidental signs do not include other signs specifically listed within this ordinance. Although a permit is not required for these type signs, the following guidelines must be maintained. 1. No more than three (3)incidental signs per building entrance. 2. Maximum area allowed is 3 sq. ft. each, with a total cumulative area not to exceed 7 sq. ft.; 3. Incidental signs that project over or into a pedestrian right-of-way must be at least 7'-6" above the sidewalk; 4. Cannot project beyond the awning; 5. Cannot extend above the awning; 21 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS u°Y 4I II ZONING ORDNANCE rw ���llllllllll !uu,i1111111I111III�i° ,,:�� ����� it 'Iluy is I ��1i 11111191 0 Ilh ppllllllllllh IIIII(h ivoh II '10 � Ml�i ��� U 1 o uIII% I III �� 61�a� ��� I NI)I uuuuu d�l III ( ff/ u� r ullllllllllllldy �(II IImmiliII �tllYl� �l! . �.gymml 41� 0 atl �'„ lo,,,, ''�II)Ihl „I mluulm0uw Hl tlhll�llu llpuu rul ll�ll�; IIIIIIII IIIII� I ,44 11 ' II lu I � It I d 0 ll1 ^ N!! !I�"��II�� I, r d 11I+ t p " / II � 1* I !Ilr V. ����II IIIII �!II tlllul,�l III Ij'II IIIII III uu Ikl fin,xo y �,�� �... �II0 IIIII 11 j l III �� �i � muh, II I� i �? //0 dd ��VV 1111111 7 IIIIII all � i lu ! 4/ uu lunn, 44, w / r/ j, 11 IIII I � /�, II 111111 �,�� ley%"� �/ � 11I I IIIII II re 1/i 1, )1 i //IIIIIII111�IIIII / IIII �aulllll I I � ���t��� II IIVI dD NN� IYNmI IV,I�'I'I II III II I�I / "liI�1 4' 1 lti 4�m lwyaji Ul'l rd n�1 Iu�/ (fI ,lti 1111i4\irtrt4t 1,111111101,0101012 W I I % � ,) iII 44 �( l I I� !111111111111111,i''l,jk'1)1 ij'1'01i1Y1/1i 1 I1'1 i III l�0p 111111 ,11111)'1'))?'1!'lfilf5101/(0r,l,f0\ 1�IIithilP1 a l l ) i, ,,,,It 7 , If/ � I w il o1mIIY � 1,111 ) , I� ^ mII �I � C l /• J , it i 1 p I 0 I I III "� bM 11 IIII gll19M1111ll 11rV�N / IpM tll�l 1101' ro ' II� I mII I11111111, lf u��Ii�I 111 4I��l� �I�I�� ��d1� %�u u mutlllVuuuuuuuuuuuuuuuuu0101111V0 IIVONV N•.. Figure 6-6 Exempt Incidental Signs 22 ARTICLE 6: SPECIAL PURPOSE AND OVERLAY DISTRICTS itte Wylie City Council .��� ��,, AGENDA REPORT Meeting Date: June 28, 2016 Item Number: 2 Department: Engineering (City Secretary's Use Only) Prepared By: Engineering Account Code: 413-5413-58210 Date Prepared: June 20, 2016 Budgeted Amount: N/A Exhibits: Agreement Subject Consider and act upon approval of Resolution 2016-15(R) authorizing the City Manager to execute an Impact Fee Agreement with Bloomfield Homes, L.P. for the construction of the northbound lanes of Wylie East Drive. Recommendation Motion to approve Resolution 2016-15(R) authorizing the City Manager to execute an Impact Fee Agreement with Bloomfield Homes, L.P. for the construction of the northbound lanes of Wylie East Drive. Discussion When Wylie East High School was built, four lanes of Wylie East Drive were constructed adjacent to the school property and two lanes of the roadway (the southbound side)were constructed north of the school site to SH 78. Wylie East Drive is shown as a secondary thoroughfare (4-lane divided) on the City of Wylie Thoroughfare Plan and the project is included in the Capital Improvements Plan and impact fee calculation (attached). The final plat for Lewis Ranch Phase 1 dedicated the additional right of way for the widening, and the developer would like to construct the other half of the roadway with the development. The project funding is indicated below: Projected cost of Wylie East Dr. $645.360 Thor. I.F. credit from Phase 1 $116,400 (97 lots x $1,200/lot) Projected East Zone I.F. expenditure $528,960 The actual amount of the reimbursement will be based on the final cost of the project as outlined in Section 5 of the agreement. The current East Zone Impact Fee balance is approximately $690,000. (Rev 01/2014) Page 1 of 1 RESOLUTION NO. 2016-15(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER OF THE CITY OF WYLIE, TEXAS, TO EXECUTE THE IMPACT FEE AGREEMENT BETWEEN BLOOMFIELD HOMES, L.P. AND THE CITY OF WYLIE CONCERNING THE CONSTRUCTION OF WYLIE EAST DRIVE. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: The City Manager of the City of WYLIE, Texas, is hereby authorized to execute, on behalf of the City Council of the City of WYLIE, Texas, the Impact Fee Agreement between Bloomfield Homes, L.P. and the City of Wylie concerning the construction of Wylie East Drive, SECTION 2: This Resolution shall take effect immediately upon its passage. RESOLVED THIS THE 28th day of June, 2016. ERIC HOGUE, Mayor ATTEST TO: CAROLE EHRLICH, City Secretary Resolution 2016-15(R) Impact Fee Agreement/Bloomfield Homes 1 EXHIBIT "A" Impact Fee Agreement Resolution 2016-15(R) Impact Fee Agreement/Bloomfield Homes 2 NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS'LICENSE NUMBER." t Return to a°n° nwc�°�rn°u nnz,n� �nwt�n,, City of3'vho Attu City Mataza ,,4(n 700 C ouaitn'v (Th )Road. 37'vh ., II oxata 7S0 IMPACT FEE AGREEMENT BETWEEN BLOOMFIELD HOMES, L.P. AND THE CITY OF WYLIE, TEXAS (Wylie East Drive Paving Project) THIS IMPACT FEE AGREEMENT (this "Agreement"), is made and entered into this day of , 2016, by and between the City of Wylie, Texas, a home- rule municipality ("Wylie"), and Bloomfield Homes, LP., a Texas limited partnership ("Developer"). Wylie and Developer are each referred to herein as a "party" or collectively as the "parties." WHEREAS, Developer is the sole owner of that certain tract of land situated in the City of Wylie, Collin County, Texas, containing 29.552± acres of land located in the Francisco De La Pina Survey, Abstract No. 688, Tract 219, as more particularly depicted and described in Exhibit A, attached hereto and incorporated herein for all purposes (the "Property"); and WHEREAS, Wylie desires to have the eastern half of Wylie East Drive from Wylie East High School to SH 78 constructed adjacent to or near the Property; and WHEREAS, Developer has investigated and determined that it would be advantageous and beneficial to Developer to construct the eastern half of Wylie East Drive from Wylie East High School to SH 78, as provided herein and as generally depicted in Exhibit B, attached hereto and incorporated herein for all purposes (collectively, "Wylie East Drive Paving Improvements"); and WHEREAS, Wylie is entitled to collect impact fees as described in Wylie Ordinance Nos. 2006-47, 2007-27, 2007-24 and 2014-35, as they exist or may be amended (collectively, "Impact Fee Ordinance"); and WHEREAS, the Impact Fee Ordinance further provides for, among other things, credits against impact fees for the construction of, contribution to or dedication of any facility appearing on Wylie's Thoroughfare Plan and/or Capital Improvement Plan; and WHEREAS, Wylie East Drive appears on Wylie's Thoroughfare Plan and/or Capital Improvement Plan; and WHEREAS, Wylie and Developer agree that Developer may fulfill all or a portion of its obligation to pay thoroughfare impact fees under the Impact Fee Ordinance in the manner set forth herein. NOW, THEREFORE,in consideration of the covenants and conditions contained in this Thoroughfare Impact Fee Agreement Page 1 of 16 1876477 Agreement, Wylie and Developer agree as follows: 1. Findings Incorporated. The findings set forth are made a part of this Agreement as if set forth herein verbatim. 2. Land Subject to Agreement. The land that is subject to this Agreement is the Property. Developer represents that it is the sole owner of the Property. 3. Construction of Wylie East Drive Paving Improvements; Estimated Construction Cost. Developer shall construct, at its sole cost and expense except as provided in Paragraph 5 herein, the Wylie East Drive Paving Improvements in accordance Wylie's Thoroughfare Design Standards and the Construction Requirements (hereinafter defined). The Wylie East Drive Paving Improvements must be completed, finally accepted by Wylie and conveyed to Wylie in accordance with any and all applicable ordinances, rules, regulations and requirements, as they exist, may be amended or in the future arising (collectively, "Wylie's Final Acceptance"). Developer represents and warrants that the estimated construction costs for the Wylie East Drive Paving Improvements are SIX HUNDRED FORTY FIVE THOUSAND THREE HUNDRED FIFTY SIX AND 86/100 DOLLARS ($645,356.86) ("Estimated Construction Costs"), as more particularly described in the Cost Analysis set forth in Exhibit C, attached hereto and incorporated herein for all purposes ("Cost Analysis"). Developer acknowledges and agrees that Wylie is relying on Developer's representation and warranty that the Estimated Construction Costs are as described in the Cost Analysis. Prior to receiving any reimbursement as described in Paragraph 5 herein, Developer shall tender to Wylie evidence, in a form reasonably acceptable to Wylie, that the construction costs of the Wylie East Drive Paving Improvements have been paid by Developer, including but not limited to, Affidavits of Payment/Affidavit as to Debts and Liens and any other evidence reasonably required by Wylie ("Evidence of Payments"). 4. Thoroughfare Impact Fees. This Agreement shall only apply to thoroughfare impact fees due on the Property under the Impact Fee Ordinance. The Property shall be subject to the thoroughfare impact fee schedule in effect under the Impact Fee Ordinance at the time of development; provided, however, that if Developer complies with the terms and conditions of this Agreement, Wylie agrees to apply a thoroughfare impact fee credit ("Impact Fee Credit"), at the time thoroughfare impact fees are due to be paid, toward the total thoroughfare impact fees due on the Property under the Impact Fee Ordinance in the amount of the lesser of: (a) The total amount of thoroughfare impact fees assessed and due on the Property under the Impact Fee Ordinance; or (b) ONE HUNDRED SIXTEEN THOUSAND FOUR HUNDRED DOLLARS and No/100s ($116,400.00). Notwithstanding anything to the contrary herein, Developer acknowledges and agrees that the Impact Fee Credit: (a) shall be determined as described above; and (b) is not transferrable to any other property, regardless of ownership of same. 5. Wylie East Drive Paving Improvements Reimbursement. Within thirty (30) days after (a) Wylie's Final Acceptance of the Wylie East Drive Paving Improvements and (b) Developer complying with this Agreement, including but not limited to, providing the required Thoroughfare Impact Fee Agreement Page 2 of 16 1876477 Evidence of Payment(s), Wylie shall tender to Developer a reimbursement ("Wylie East Drive Paving Improvements Reimbursement") in the amount of FIVE HUNDRED TWENTY EIGHT THOUSAND NINE HUNDRED FIFTY SIX AND 86/100 DOLLARS ($528,956.86), representing the Estimated Construction Costs less the Impact Fee Credit. Wylie and Developer agree that the sum of the amounts of the Wylie East Drive Paving Improvements Reimbursement and the Impact Fee Credit will not exceed one hundred percent (100%) of the total costs for the Wylie East Drive Paving Improvements. Wylie hereby agrees to tender, and Developer hereby accepts, the Wylie East Drive Paving Improvements Reimbursement to be made pursuant to this Agreement as Wylie's sole financial participation in the total amount of actual construction costs incurred by Developer in its construction and completion of the Wylie East Drive Paving Improvements in accordance with this Agreement, regardless of whether the actual construction costs exceed the Estimated Construction Costs. 6. Default. If Developer fails to comply with the provisions of this Agreement, Wylie shall have all of the following remedies, in addition to Wylie's other rights and remedies: (a) to refuse to issue building permits for the Property; and/or (b) to refuse to issue a certificate of occupancy for any building on the Property; and/or (c) to file this instrument in the Land Records of Collin County as a lien and/or encumbrance on the Property, save and except any residential lot(s) for which a certificate of occupancy has been issued to a third party owner of any residential lot contained within the Property; and/or (d) to refuse to accept any portion of any public improvements on the Property and/or associated with the development of the Property; and/or (e) to nullify Paragraph 4 and/or Paragraph 5 of this Agreement and immediately enforce the Impact Fee Ordinance through imposition of the full thoroughfare impact fees in effect at the time of default and making such immediately due and payable; and/or (f) to seek specific enforcement of this Agreement. If Wylie fails to comply with the terms and conditions of this Agreement and such failure is not cured within thirty (30) days after Wylie receives written notice of such failure from Developer, then Developer may seek specific enforcement of this Agreement as its sole and exclusive remedy. 7. Covenant Running with the Land. This Agreement shall be a covenant running with the land and the Property and shall be binding upon the Developer, its officers, directors, partners, employees, representatives, agents, successors, assignees, vendors, grantees and/or trustees, and specifically excluding third party owners of any residential lots contained within the Property for which a certificate of occupancy has been issued. In addition, the parties shall cause this Agreement to be filed in the Land Records of Collin County, Texas. Developer represents and warrants that the filing of this Agreement as provided herein shall provide Wylie with a superior and priority encumbrance, lien or interest in, on and to the Property as to any and all Thoroughfare Impact Fee Agreement Page 3 of 16 1876477 other persons or entities. 8. Limitations of Agreement. The parties acknowledge that this Agreement is limited to the construction of the Wylie East Drive Paving Improvements and the thoroughfare impact fees due under the Impact Fee Ordinance. Wylie ordinances covering property taxes, utility rates, permit fees, inspection fees, development fees, sewer and water impact fees, tap fees, pro-rata fees and the like are not affected by this Agreement. Further, this Agreement does not waive or limit any of the obligations of Developer to Wylie under any ordinance, whether now existing or in the future arising. 9. Notices. Any notice provided or permitted to be given under this Agreement must be in writing and may be served by depositing same in the United States mail, addressed to the party to be notified, postage pre-paid and registered or certified with return receipt requested, or by delivering the same in person to such party via facsimile or a hand-delivery service, Federal Express or any courier service that provides a return receipt showing the date of actual delivery of same to the addressee thereof. Notice given in accordance therewith shall be effective upon receipt at the address of the addressee. For purposes of notice, the addressee of the parties shall be as follows: If to Wylie, addressed to it at: City of Wylie Attn: City Manager 300 Country Club Road Wylie, Texas 75098 Telephone: (972) 516-6010 Facsimile: (972) 516-6026 With a copy to: Abernathy, Roeder, Boyd and Hullett, P.C. Attn: Ryan Pittman 1700 Redbud Boulevard, Suite 300 McKinney, Texas 75069 Telephone: (214) 544-4000 Facsimile: (214) 544-4040 If to Developer, addressed to it at: Bloomfield Homes, L.P. 1050 E Hwy 114 Suite 210 Southlake, TX 76092 Telephone: Facsimile: 10. ACKNOWLEDGEMENT OF WYLIE'S COMPLIANCE WITH FEDERAL AND STATE CONSTITUTIONS, STATUES AND CASE LAW AND FEDERAL, STATE AND LOCAL ORDINANCES, RULES AND REGULATIONS; DEVELOPER'S WAIVER AND RELEASE OF CLAIMS FOR OBLIGATIONS IMPOSED BY THIS AGREEMENT. Thoroughfare Impact Fee Agreement Page 4 of 16 1876477 (a) DEVELOPER ACKNOWLEDGES AND AGREES THAT: (i) THE CONVEYANCES, DEDICATIONS, EASEMENTS AND/OR PAYMENT OF MONEY REQUIRED BY THIS AGREEMENT TO BE PERFORMED BY DEVELOPER,IN WHOLE OR IN PART,DO NOT CONSTITUTE A: (A) TAKING UNDER THE TEXAS OR UNITED STATES CONSTITUTION; (B) VIOLATION OF THE TEXAS WATER CODE, AS IT EXISTS OR MAY BE AMENDED; (C) NUISANCE; OR (D) CLAIM FOR DAMAGES OR REIMBURSEMENT AGAINST WYLIE FOR A VIOLATION OF ANY FEDERAL OR STATE CONSTITUTION, STATUTE OR CASE LAW OR ANY FEDERAL, STATE OR LOCAL ORDINANCE,RULE OR REGULATION. (ii) THE AMOUNT OF DEVELOPER'S FINANCIAL OR INFRASTRUCTURE CONTRIBUTION OR CONVEYANCE OF REAL PROPERTY OR INTERESTS THEREIN (AFTER RECEIVING ALL CONTRACTUAL OFFSETS, CREDITS AND REIMBURSEMENTS,IF ANY AGREED TO IN THIS AGREEMENT IS ROUGHLY PROPORTIONAL TO THE DEMAND THAT SUCH DEVELOPER'S DEVELOPMENT PLACES ON WYLIE'S INFRASTRUCTURE. (iii) DEVELOPER HEREBY RELEASES WYLIE FROM ANY OBLIGATION TO PERFORM OR COMMISSION A TAKINGS IMPACT ASSESSMENT UNDER CHAPTER 2007 OF THE TEXAS GOVERNMENT CODE, AS IT EXISTS OR MAY BE AMENDED. (iv) DEVELOPER HEREBY AGREES THAT ANY PROPERTY WHICH IT CONVEYS TO WYLIE PURSUANT TO THIS AGREEMENT IS ROUGHLY PROPORTIONAL TO THE BENEFIT RECEIVED BY DEVELOPER FOR SUCH LAND, AND DEVELOPER HEREBY WAIVES ANY CLAIM THEREFORE THAT IT MAY HAVE. DEVELOPER FURTHER ACKNOWLEDGES AND AGREES THAT ALL PREREQUISITES TO SUCH A DETERMINATION OF ROUGH PROPORTIONALITY HAVE BEEN MET,AND THAT ANY VALUE RECEIVED BY WYLIE RELATIVE TO SAID CONVEYANCE ARE RELATED BOTH IN NATURE AND EXTEND TO THE IMPACT OF THE DEVELOPMENT OF DEVELOPER'S ADJACENT PROPERTY ON WYLIE'S INFRASTRUCTURE. DEVELOPER AND WYLIE FURTHER AGREE TO WAIVE AND RELEASE ALL CLAIMS ONE MAY HAVE AGAINST THE OTHER RELATED TO ANY AND ALL ROUGH PROPORTIONALITY AND INDIVIDUAL DETERMINATION REQUIREMENTS MANDATED BY THE UNITED STATES SUPREME COURT IN DOLAN V. CITY OF TIGARD, 512 U.S. 374 (1994), AND ITS PROGENY, AS WELL AS ANY OTHER REQUIREMENTS OF A NEXUS BETWEEN DEVELOPMENT CONDITIONS AND THE PROJECTED IMPACT OF THE PUBLIC INFRASTRUCTURE. (v) DEVELOPER SHALL INDEMNIFY AND HOLD HARMLESS WYLIE FROM AND AGAINST ANY CLAIMS AND SUITS OF THIRD PARTIES,INCLUDING BUT NOT Thoroughfare Impact Fee Agreement Page 5 of 16 1876477 LIMITED TO, DEVELOPER'S PARTNERS, OFFICERS, DIRECTORS, EMPLOYEES, REPRESENTATIVES, AGENTS, SUCCESSORS, ASSIGNEES, VENDORS, GRANTEES OR TRUSTEES, BROUGHT PURSUANT TO THIS PARAGRAPH 10. (b) DEVELOPER RELEASES WYLIE FROM ANY AND ALL CLAIMS OR CAUSES OF ACTION BASED ON EXCESSIVE OR ILLEGAL EXACTIONS. (C) DEVELOPER WAIVES ANY CLAIM FOR DAMAGES OR REIMBURSEMENT AGAINST WYLIE FOR A VIOLATION OF ANY FEDERAL OR STATE CONSTITUTION, STATUTE OR CASE LAW OR ANY FEDERAL, STATE OR LOCAL ORDINANCE, RULE OR REGULATION. (d) THIS PARAGRAPH 10 SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 11. INDEMNITY. (a) DEVELOPER SHALL RELEASE,DEFEND,INDEMNIFY AND HOLD HARMLESS WYLIE FROM AND AGAINST ALL DAMAGES, INJURIES (INCLUDING DEATH), CLAIMS, PROPERTY DAMAGES (INCLUDING LOSS OF USE), LOSSES, DEMANDS, SUITS, JUDGMENTS AND COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND EXPENSES (INCLUDING ATTORNEY'S FEES AND EXPENSES INCURRED IN ENFORCING THIS INDEMNITY), TO THE EXTENT CAUSED, IN WHOLE OR IN PART, BY THE NEGLIGENT, GROSSLY NEGLIGENT OR INTENTIONAL WRONGFUL ACT OR OMISSION OF DEVELOPER IN ITS PERFORMANCE OF THIS AGREEMENT OR ARISING OUT OF GOODS OR SERVICES PROVIDED PURSUANT TO THIS AGREEMENT, REGARDLESS OF THE JOINT OR CONCURRENT NEGLIGENCE OF WYLIE (HEREINAFTER"CLAIMS"). THIS INDEMNIFICATION PROVISION AND THE USE OF THE TERM "CLAIMS" IS ALSO SPECIFICALLY INTENDED TO APPLY TO, BUT NOT LIMITED TO, ANY AND ALL CLAIMS, WHETHER CIVIL OR CRIMINAL, BROUGHT AGAINST WYLIE BY ANY GOVERNMENT AUTHORITY OR AGENCY RELATED TO ANY PERSON PROVIDING SERVICES UNDER THIS AGREEMENT THAT ARE BASED ON ANY FEDERAL IMMIGRATION LAW AND ANY AND ALL CLAIMS, DEMANDS, DAMAGES, ACTIONS AND CAUSES OF ACTION OF EVERY KIND AND NATURE, KNOWN AND UNKNOWN, EXISTING OR CLAIMED TO EXIST, RELATING TO OR ARISING OUT OF ANY EMPLOYMENT RELATIONSHIP BETWEEN DEVELOPER AND ITS EMPLOYEES OR SUBCONTRACTORS AS A RESULT OF THAT SUBCONTRACTOR'S OR EMPLOYEE'S EMPLOYMENT OR SEPARATION FROM EMPLOYMENT WITH THE DEVELOPER, INCLUDING BUT NOT LIMITED TO ANY DISCRIMINATION CLAIM BASED ON SEX, SEXUAL ORIENTATION OR PREFERENCE, RACE, RELIGION, COLOR, NATIONAL ORIGIN, AGE OR DISABILITY UNDER FEDERAL, STATE OR LOCAL LAW, RULE OR REGULATION, OR ANY CLAIM FOR WRONGFUL TERMINATION, BACK PAY, FUTURE WAGE LOSS, OVERTIME PAY, EMPLOYEE BENEFITS, INJURY SUBJECT TO RELIEF UNDER THE WORKERS' COMPENSATION ACT OR WOULD BE SUBJECT TO RELIEF UNDER ANY POLICY FOR WORKERS' COMPENSATION INSURANCE AND ANY OTHER CLAIM, WHETHER IN TORT, CONTRACT OR OTHERWISE. DEVELOPER IS EXPRESSLY REQUIRED TO DEFEND WYLIE AGAINST ALL SUCH CLAIMS. Thoroughfare Impact Fee Agreement Page 6 of 16 1876477 (b) IN ITS SOLE DISCRETION, WYLIE SHALL HAVE THE RIGHT TO APPROVE OR SELECT DEFENSE COUNSEL TO BE RETAINED BY DEVELOPER IN FULFILLING ITS OBLIGATION HEREUNDER TO DEFEND AND INDEMNIFY WYLIE, UNLESS SUCH RIGHT IS EXPRESSLY WAIVED BY WYLIE IN WRITING. WYLIE RESERVES THE RIGHT TO PROVIDE A PORTION OR ALL OF ITS OWN DEFENSE; HOWEVER,WYLIE IS UNDER NO OBLIGATION TO DO SO. ANY SUCH ACTION BY WYLIE IS NOT TO BE CONSTRUED AS A WAIVER OF DEVELOPER'S OBLIGATION TO DEFEND WYLIE OR AS A WAIVER OF DEVELOPER'S OBLIGATION TO INDEMNIFY WYLIE PURSUANT TO THIS AGREEMENT. DEVELOPER SHALL RETAIN WYLIE-APPROVED DEFENSE COUNSEL WITHIN SEVEN (7)BUSINESS DAYS OF WYLIE'S WRITTEN NOTICE THAT WYLIE IS INVOKING ITS RIGHT TO INDEMNIFICATION UNDER THIS AGREEMENT. IF DEVELOPER FAILS TO RETAIN COUNSEL WITHIN SUCH TIME PERIOD, WYLIE SHALL HAVE THE RIGHT TO RETAIN DEFENSE COUNSEL ON ITS OWN BEHALF, AND DEVELOPER SHALL BE LIABLE FOR ALL COSTS INCURRED BY WYLIE. (C) THE RIGHTS AND OBLIGATIONS CREATED BY THIS PARAGRAPH 11 SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 12. Vested Rights/Chapter 245 Waiver. The parties shall be subject to all ordinances of Wylie, whether now existing or in the future arising. This Agreement shall confer no vested rights on the Property, or any portion thereof, unless specifically enumerated herein. In addition, nothing contained in this Agreement shall constitute a"permit" as defined in Chapter 245 of the Texas Local Government Code, as amended, and nothing in this Agreement provides Wylie with fair notice of any project of Developer. DEVELOPER WAIVES ANY STATUTORY CLAIM UNDER CHAPTER 245 OF THE TEXAS LOCAL GOVERNMENT CODE,AS AMENDED,UNDER THIS AGREEMENT. THIS PARAGRAPH 12 SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. 13. SENATE BILL 18 WAIVER. AS ADDITIONAL CONSIDERATION FOR THE BENEFITS DEVELOPER IS RECEIVING UNDER THIS AGREEMENT, DEVELOPER HEREBY RELEASES WYLIE FROM AND AGAINST, AND WAIVES ANY ALL RIGHTS TO, CLAIM ANY RELIEF UNDER SENATE BILL 18,AS ADOPTED BY THE 82ND TEXAS LEGISLATIVE SESSION. 14. Attorney's Fees. If either party files any action or brings any proceeding against the other arising from this Agreement, then as between Developer and Wylie, the prevailing party shall be entitled to recover as an element of its costs of suit, and not as damages, reasonable and necessary attorneys' fees and litigation expenses both at trial and on appeal, subject to the limitations set forth in TEX. LOC. Gov'T CODE § 271.153, as it exists or may be amended, if applicable. 15. Incorporation of Recitals. The representations, covenants and recitations set forth in the foregoing recitals of this Agreement are true and correct and are hereby incorporated into the body of this Agreement and adopted as findings of Wylie and the authorized representative of the Developer. 16. Warranties/Representations. All warranties, representations and covenants made by Developer in this Agreement or in any certificate or other instrument delivered by Developer to Wylie under this Agreement and shall be considered to have been relied upon by Wylie and will survive the satisfaction of any fees under this Agreement, regardless of any Thoroughfare Impact Fee Agreement Page 7 of 16 1876477 investigation made by Wylie or on Wylie's behalf. 17. Entire Agreement. This Agreement contains the entire agreement of the parties with respect to matters contained herein and may not be modified or terminated except upon the provisions hereof or by the mutual written agreement of the parties. 18. Governing Law; Venue. The laws of the State of Texas shall govern the interpretation, validity, performance and enforcement of this Agreement, without regard to conflict of law principles. This Agreement is performable in Collin County, Texas, and the exclusive venue for any action arising out of this Agreement shall be a court of appropriate jurisdiction in Collin County, Texas. 19. Consideration. This Agreement is executed by the parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is forever confessed. 20. Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. An electronic mail or facsimile signature will also be deemed to constitute an original if properly executed and delivered to the other party. 21. Authority to Execute. The individuals executing this Agreement on behalf of the respective parties below represent to each other and to others that all appropriate and necessary action has been taken to authorize the individual who is executing this Agreement to do so for and on behalf of the party for which his or her signature appears, that there are no other parties or entities required to execute this Agreement in order for the same to be an authorized and binding agreement on the party for whom the individual is signing this Agreement and that each individual affixing his or her signature hereto is authorized to do so, and such authorization is valid and effective on the Effective Date (hereinafter defined). The parties agree that the performance of the parties under this Agreement is authorized by Section 212.072 of the Texas Local Government Code. 22. Savings/Severability. In the event that a term, condition or provision of this Agreement is determined to be invalid, illegal, void, unenforceable or unlawful by a court of competent jurisdiction, then that term, condition or provision shall be deleted and the remainder of the Agreement shall remain in full force and effect as if such invalid, illegal, void, unenforceable or unlawful provision had never been contained in this Agreement. 23. Representations. Each party represents that it has carefully read this Agreement, knows the contents hereof, has consulted with an attorney of its choice regarding the meaning and effect hereof and is signing the same solely of its own judgment. 24. No Third Party Beneficiaries. Nothing in this Agreement shall be construed to create any right in any third party not a signatory to this Agreement, and the parties do not intend to create any third party beneficiaries by entering into this Agreement. 25. Assignment/Binding Effect. Thoroughfare Impact Fee Agreement Page 8 of 16 1876477 (a) This Agreement is assignable, in whole or in part, upon the following conditions, all of which must be satisfied before any such assignment shall be valid and enforceable: (i) the assignment of the Agreement must be evidenced by a recordable document ("Assignment"), the form of which must be approved in writing by Wylie; (ii) the Assignment must expressly contain, among any other reasonable requirements and conditions of Wylie, an acknowledgment and agreement that all obligations, covenants and conditions contained in this Agreement will be assumed solely and completely by the assignee, and the contact name, address, phone number, fax number and electronic mail address of the assignee; (iii) Developer will file any approved, executed Assignment in the Real Property Records of Collin County, Texas; and (iv) Developer shall provide Wylie with a file-marked copy of the Assignment within ten (10) days of filing the same, and until Wylie receives said file- marked copy of the Assignment as provided herein, Wylie shall not, under any circumstance, recognize said Assignment. (b) This Agreement shall be binding on and inure to the benefit of the parties hereto and their respective officers, directors, partners, employees, representatives, agents, vendors, grantees, and/or trustees, heirs, executors, administrators, legal representatives, successors and assigns, as authorized herein. 26. Indemnification. The parties agree that the Indemnity provisions set forth in Paragraph 10 and Paragraph 11 herein are conspicuous, and the parties have read and understood the same. 27. Construction and Bond Requirements. All construction described herein shall be subject to and in compliance with all ordinances, rules, regulations and requirements of Wylie, as they exist, may be amended or in the future arising (collectively, "Regulations"), including, but not limited to, all Regulations applicable to Wylie's Final Acceptance, and evidence of any bonds required by Section 212.073 of the Texas Local Government Code, as amended, other applicable law or this Agreement shall be provided by Developer to Wylie (collectively, "Construction Requirements"). 28. Conveyances. All conveyances required herein shall be made in a form acceptable to Wylie and free and clear of any and all liens and encumbrances. 29. Waivers. Waiver by either party of any breach of this Agreement, or the failure of either party to enforce any of the provisions of this Agreement, at any time, shall not in any way affect, limit or waive such party's right thereafter to enforce and compel strict compliance. 30. Reference to Developer. When referring to "Developer" herein, this Agreement shall refer to and be binding upon all parties within the herein defined term Developer, and their Thoroughfare Impact Fee Agreement Page 9 of 16 1876477 officers, directors, partners, employees, representatives, contractors, agents, successors, assignees, vendors, grantees and/or trustees. 31. Miscellaneous Drafting Provisions. This Agreement shall be deemed drafted equally by all parties hereto. The language of all parts of this Agreement shall be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any party shall not apply. Headings in this Agreement are for the convenience of the parties and are not intended to be used in construing this document. 32. Immunity. It is expressly understood and agreed that, in the execution and performance of this Agreement, Wylie has not waived, nor shall be deemed hereby to have waived, any defense or immunity, including governmental, sovereign and official immunity, that would otherwise be available to it against claims arising in the exercise of governmental powers and functions. By entering into this Agreement, the parties do not create any obligations, express or implied, other than those set forth herein. IN WITNESS WHEREOF, the parties have executed this Agreement and caused this Agreement to be effective on the latest day as reflected by the signatures below. EXECUTED as of , 2016. CITY OF WYLIE, TEXAS Mindy Manson, City Manager ATTEST: APPROVED AS TO FORM: Carole Ehrlich, City Secretary Abernathy, Roeder, Boyd & Hullett, P.C. Ryan D. Pittman, City Attorneys BLOOMFIELD HOMES, L.P.., a Texas Limited Partnership By: Don Dykstra, President Thoroughfare Impact Fee Agreement Page 10 of 16 1876477 STATE OF TEXAS § § COUNTY OF COLLIN § BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED MINDY MANSON, KNOWN TO ME TO BE ONE OF THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT; HE ACKNOWLEDGED TO ME THAT HE IS THE DULY AUTHORIZED REPRESENTATIVE FOR THE CITY OF WYLIE, TEXAS, A TEXAS HOME RULE CORPORATION, AND HE EXECUTED THE SAID INSTRUMENT FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2016. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS My commission expires: STATE OF TEXAS § § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DON DYKSTRA, KNOWN TO ME TO BE ONE OF THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT; HE ACKNOWLEDGED TO ME THAT HE IS THE PRESIDENT AND DULY AUTHORIZED REPRESENTATIVE FOR CREEKSIDE DEVELOPMENT, INC., AND HE EXECUTED THE SAID INSTRUMENT FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2016. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS My commission expires: Thoroughfare Impact Fee Agreement Page 11 of 16 1876477 Exhibit A (Property) LEGAL DESCRIPTION Being a 29.552 acre tract of land situated in the City of Wylie, Collin County, Texas, being a part of the Francisco De La Pina Survey, Abstract No. 688, and being part of the tract of land described in deed to Douglas Properties, Inc., recorded in Document No. 20121228001649400, Official Public Records, Collin County, Texas, said 29.552 acre tract of land being more particularly described as follows: COMMENCING at a TxDOT right-of-way monument in the south right-of-way line of State Highway 78 (variable width right-of way), being in the east right-of-way line of Wylie East Drive (variable width right-of-way) conveyed to the City of Wylie, recorded in document number 201106224000655980, Official Public Records, Collin County, Texas, and being the most westerly northwest corner of said Douglas Properties, Inc.; THENCE South 16 degrees 42 minutes 17 seconds East, departing said north right-of-way of State Highway 78 and coincident with the east right-of-way of said Wylie East Drive and West line of said Douglas Properties, Inc., tract, a distance of 11.54 feet to a 5/8" found iron rod with cap stamped "Adams," and the beginning of a curve to the right having a radius of 2000.00 feet, a central angle of 04 degrees 48 minutes 45 seconds, a long chord that bears South 14 degrees 17 minutes 55 seconds East, a distance of 167.94 feet; THENCE Along said curve to the right an arc distance of 167.99 feet to a 5/8" found iron rod with cap stamped"Adams," for the POINT OF BEGINNING; THENCE departing said east right-of-way line of said Wylie East Drive over and across said Douglas Properties, Inc., tract the following courses and distances; Beginning a curve to the right having a radius of 2000.00 feet, a central angle of 11 degrees 34 minutes 49 seconds, a long chord that bears South 06 degrees 06 minutes 08 seconds East, a distance of 403.54 feet; Along said curve to the right an arc distance of 404.23 feet to a 5/8" set iron rod with cap stamped "Westwood PS;" South 44 degrees 37 minutes 54 seconds East, a distance of 21.38 feet to a 5/8" set iron rod with cap stamped "Westwood PS," and the beginning of a curve to the left having a radius of 975.00 feet, a central angle of 00 degrees 34 minutes 45 seconds, a long chord that bears South 89 degrees 27 minutes 20 seconds East, a distance of 9.86 feet; Along said curve to the right an arc distance of 9.86 feet to a 5/8" set iron rod with cap stamped"Westwood PS;" North 44 degrees 42 minutes 20 seconds West, a distance of 14.20 feet to a 5/8" set iron rod with cap stamped "Westwood PS," and the beginning a curve to the left having a radius of 2165.00 feet, a central angle of 02 degrees 38 minutes 06 seconds, a long chord Thoroughfare Impact Fee Agreement Page 12 of 16 1876477 that bears North 01 degrees 24 minutes 35 seconds West, a distance of 99.56 feet; Along said curve to the right an arc distance of 99.56 feet to a 5/8" set iron rod with cap stamped"Westwood PS;" North 88 degrees 09 minutes 33 seconds East, a distance of 59.91 feet to a 5/8" set iron rod with cap stamped "Westwood PS;" North 84 degrees 13 minutes 35 seconds East, a distance of 105.75 feet to a 5/8" set iron rod with cap stamped "Westwood PS;" North 86 degrees 26 minutes 29 seconds East, a distance of 62.61 feet to a 5/8" set iron rod with cap stamped "Westwood PS;" South 89 degrees 17 minutes 46 seconds East, a distance of 499.15 feet to a 5/8" set iron rod with cap stamped "Westwood PS;" South 00 degrees 42 minutes 14 seconds West, a distance of 160.00 feet to a 5/8" set iron rod with cap stamped"Westwood PS;" South 89 degrees 17 minutes 46 seconds East, a distance of 74.46 feet to a 5/8" set iron rod with cap stamped "Westwood PS;" South 01 degrees 08 minutes 38 seconds West, a distance of 350.45 feet to a 5/8" set iron rod with cap stamped "Westwood PS," and the beginning a tangent curve to the left having a radius of 145.00 feet, a central angle of 90 degrees 00 minutes 00 seconds, a long chord that bears South 43 degrees 51 minutes 22 seconds East, a distance of 205.06 feet; Along said tangent curve to the right an arc distance of 227.77 feet to a 5/8" set iron rod with cap stamped"Westwood PS;" South 88 degrees 51 minutes 22 seconds East, a distance of 827.98 feet to a 5/8" set iron rod with cap stamped"Westwood PS" and being in the west right-of-way line of Bennett Road(30 foot right-of-way); THENCE South 00 degrees 02 minutes 30 seconds East, coincident with the said right-of-way of Bennett Drive and east line of said Douglas Properties, Inc., tract, a distance of 335.92 feet to a 5/8" found iron rod with cap stamped "Adams" being the northeast corner of a tract of land conveyed to Wylie East High School in document number 2008030810000850 recorded in Plat Records, Collin County, Texas, being in the west right-of-way of said Bennett Road, and being the southeast corner of said Douglas Properties, Inc., tract; THENCE North 88 degrees 25minutes 05 seconds West, coincident with the north line of said Wylie East High School tract and south line of herein described tract, a distance of 1989.14 feet to a 5/8" found iron rod with cap stamped "Adams" being in the future centerline of said Wylie East Drive; Thoroughfare Impact Fee Agreement Page 13 of 16 1876477 THENCE North 00 degrees 55 minutes 56 seconds East, a distance of 577.93 feet to a 5/8" found iron rod with cap stamped "Adams" being in the future centerline of said Wylie East Drive; THENCE North 00 degrees 56 minutes 47 seconds East, a distance of 677.74 feet to the POINT OF BEGINNING and containing 1,287,296.32 square feet or 29.552 acres of land more or less. Bearings for this description cited are based on Grid North State Plane Coordinates of the Texas Coordinate System NAD83 (CORS96) Texas North Central Zone(4202), NAVD88. Thoroughfare Impact Fee Agreement Page 14 of 16 1876477 Exhibit B (Wylie East Drive Paving Improvements) Thoroughfare Impact Fee Agreement Page 15 of 16 1876477 Exhibit C (Cost Analysis) Thoroughfare Impact Fee Agreement Page 16 of 16 1876477 42015 Westwood Professional Services,Inc. Vicinity Map • SUBJECT TRACT a S.H. No. 7a � Plans i1t. W Constructionm ,o.� `�' E.Brawn Street m T . Pr P u is m rovemen s EStane • 1111117, o f 0 r VICINITY NAP NOT TO SCALE Sheet Ant Table Street Pavement, Water & Storm Sewer Sheet Sheet Ti Number 0 COVER 1 PAVING PLAN • 2 PAVING PLAN 3 DRAINAGE AREA MAP 4 STORM SEWER PLAN 5 EROSION CONTROL PLAN 8 CITY OF WYLIE GENERAL NOTES f O 7-11 CITY OF WYLIE DETAILS Wylie East Drive GENERAL NOTES 1. ALL STREET AND ALLEY INTERSECTIONS AND CONNECTIONS SHALL BE BUILT BY THE DEVELOPER. 2. EXCAVATION FROM STREETS SHALL BE DEPOSITED IN LOW AREAS TO ALLOW PROPER DRAINAGE,EXCEPT EXISTING 1 1 ■N■ TX CREEK. City of Wylie, Collin County, i J\ 3. ALL EXISTING DITCHES,EXCEPT AS NOTED ON DRAINAGE PLANS,SHALL BE FILLED TO CONFORM TO SURROUNDING TERRAIN. 4. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND/OR THE CONTRACTOR TO PROTECT AND MAINTAIN TO PROPER LINE AND GRADE ALL PUBLIC UTILITIES,MANHOLES, CLEANOUTS,VALVE BOXES,FIRE HYDRANTS,ETC.DURING PREPARED FOR: PLACINGTHE CONSTRUCTION O PROJECT,PRIOR TO AND AFTER PERMANENT PAVEMENT. 5. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CITY Bloomfield Homes, L.P. OF WYLIESPECIFICATIONS.STANDARDS AND • 1050 E. Highway 114, Suite 210 Southlake, TX 76092 Contact: Mr. Don Dykstra NO. DATE REVISION SHEETS Phone: (817) 416-1572 Fax: (817) 416-1397 ENGINEER/SURVEYOR: Westwood Construction Plans for Westwood Professional Services,Inc 2740 North Dallas Parkway,Suite 280 Public Improvements Plano,TX 75093 for Phone (214)473-4640 Street Pavement,Water& Storm Sewer Tot Free (888)937-5150 FIRM NO.F-11756 lotea aMONg amerces are for a,Fan Pam They."empoms by,or rmem Ma morn o oN for westwoodps.com usenet Mae ea Wylie East Drive Wog No:MIN City of Wylie,Collin County,TX • Project number: 0000741.00 PM m Stale 0 7o Darr 03/W2016 sheet 0 of u Contact: Richard Howls,SE Preliminary 0000741cv—RTAE EAST., .2016 Westwood Professional Services,Inc. CAUTION !!! ' EXISTING UTILITIES \ EXISTING UTILITIES AION IT ANLD UNDERGROUND FACILITIES INDICATED W WOod N THESE PLANS HAV;DOT BEEN LOCATED FROM REFERENCE E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CLOTH HORIZONTALLY AND UNDERGROUND LLY WNER000d Professional Xrvlcw,Int. \ CONST.STD.MEDIAN NOSE THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND \ CONST.STD.MEDIAN NOSE FACILITIES PRIOR TO CONSTRUCTON,TO TAKE NECESSARY 2>40 North Danos Parkway,suite 280 ]6/HOOPER,LTC CONST.STD.MEDIAN NOSE PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ,Pl ,TX y6093 50 OPENING VOL.5191.PG. 50'OPENING ENCOUNTERED ON CONTRACTOR SHALL PRESERVE AND 121<)4Ts46a0 1925 O.PKC(;.I. PROTECT ALL EXISTING UTTLITES FROM DAMAGE DURING TolEron '8838931-5160 CONST.33 L..CONC. ADJ T EX.VALVE COVERS CONSTRUCT. FIRM NO 11 CURB&REMOVE AS.EQUIRED ADJUST EX.VALVE COVERS ■ EX. PVMT. CIMARRON ESTA ILS \ AS REQUIRED wesmoodpxcam PHASE 2 21+ 84 TAN EAST= STA.20 O. FG,362 T0+11. STAN DRIVE SAWCUT&REMOVE 0+12.68 CHAOS RNE ORIVE� I W -- : VOL.0^C T \\ 578 LF.CO.CONC.CURB 4+43.07 E EAST- '' P+89.38 \ STA:22+62.20 OFF:I I.SO'R EAST DI EXISTING OFF11S 88 Sik 22+0 20 F:62.20 23+11.95 STA:23+81.62 T'X 4' ,1 01 ' - OFF:1 0 R OFF.6.47'L � STA 25 66.07 n ^ _ BOX - OFF:1.50'L 11a1Nd. _- -_ OSW OFF 11 50 R 7 a T y TAY4,94/43 p STA 1b'4T0 _ OFF Bt 50'R Checked: r EXISi.'EIQNC MT 1 \ R /T @�vm: �W '' ft/ RV' `v`T t,P i .l� --_ _ _ ...�.! �. .4 Record w.�6 q/d.m _.- `' '' ..'IL -'1/ �,KIF9LING,12 ,HATER.BN �_ 'USX 4 I _ X I'A t j 't I_V 36.04 RT.TC 517.37 � ✓ , N / 7 � ,P \ ■a ■ W515.0. r '--8Y! 0_ _- .. ,A T11O 1 / 2 b 9 f T i B6R 1�G __„, \,■ � D R ETR G c D cPCAN a ;. ..._git7 i - - - CR RT.24+0718 1 -._.__ / �3 { C.R R'2T+-66.85 a 3830 T2 TC.... OB L N1 R NCH PHASE t C.(C RT. {+1 84 / r� 60 jFT•-,36i 77 p / 1 /. _ r 77R1T v S. T.1TC 5 �'-p A6.4 C 504 68 A ' -)^, x 60 iREINF. SIO -/ j9'2 B` y 6 /~� CP581i T.2TV66t _... 4 r .84 502.76 .P.Y.RT. P R1.2T+66 _. i R.TO 0261�, "h f7 REAR) B RICADE -.- 7 I / pONSf.S 4' DE-' 36'46 RT. 504.06` '1 I 36' I - CO- ECT TO X.CON..HEIDER v E3ALK / 1 3825 .,TC 7 ST.REMAI OF EDIAN NOSE f /�f ,' :1 /' \ i' 502.0538.50��..T\ �I T I.' \ / 10 FT.SECS IL D RE(INLF,T' CO/UT.EET I 0 WALL C.R.R'0+6&M2 ■ Ab jj; pp j T C/518 OB,)wL 206 SF�(:ETi DETAIL 16 'T Td503.72 - 1 1T^• .Des.Pdad Row�Purposes 8 coNsm. .� - - C.R.RT.0+89It2•. t `-16 L OTC I. es�a �...- � i i' � � / _ (�_ II 18.00 RT.TC IS `42 I 16.00 LT.TO'503.41 1M were tli.rpa.won � f.I 16.00 L.T. 0 50T.TC 503.72 23+26.32 CONST.STDI t��� yq 6n RI`I"d Nra.ser .58 10 FT.RECESSED CURB INGET 's - BEry Xs ' I .e 03/1 006 N.s� T.C.=501.28.F.L-497.28 Weetromi Prot mva Servb.Roo Mete of Tom TxDOT Brass H.P.ELEV 515.96 W of Wylie EasttDriven in Capthe tersection of the South ROW line of SH 78 with 8 ® e East 61RgW.Om MAIMS H.P.STA=17+70.00 EIev.519.96 PVI STA=18+50.00 Prepared for. PVI ELEV=515.48 Top of concrete headwall on the East ROW line of Wylie East Drive,approx.610 525 fetsouth8of eIntersection with the South ROW 8SORRAN78 Bloomfield Homee, K=44.44 160.00'.VC 7000 H Highway 114,Suite 210 - Southlakq TX 76092 11 5205 ry s Fs 1.27% 8 ry .. ■ 0.665 515 ��� _;�. II fi w + \... \ TOP OF CURB - +o a.o N.Y.ELEV-501.28 n RT 88 L.P.STA=23+26.32 d EX.GROUND / w PSI STA-23+00.00 mI D RT.ROW o PVT ELEV=496.58 Ny GRAPHIC SCALE o cc+ A.D 7.60% I- rc+ So m I' 2 -. ~U K 65.79 ¢+ ' V ' 40 0 40 80 10 `4,,a, 500.00'VC COMPACT FILL TO '[r 95%STANDARD �w ' Wylie East Drive PROCTOR DENSITY. w 505 soo 1 City of Wylie, Collin County, TX PAVING PLAN 1 } 1i _ 490 Preliminary l - 03/14/2016 - Ai Sneae 1 oe 11 16+10 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 00007471/-10001E EAST dwg C2016 Westwood Professional Services.Inc. CAUTION !!! EXISTING UTILITIES ADJUST V\TLVE WVERS EHSTNG UTLTES AND UNDERGROUND FACILITIES INDICATED Westwood AS REQUI D I N ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION IT SHALL BE THE RESPONSIBILITY OF THE &MEDIAN PVMT.PER { `9y CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTCALLT CITY OF WTUE STD. i [p \ THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND Westwood Professional Swaim,Inc. \ \ FACILITES TAKE 78/HOOP R TC I ^'v PRECAUTONSI IN ORDER CONSTRUCT.,TO TAOLL FACILITIES Dallas Parkway 9uNa260 VOL.S'91,PG. X 1925 0519927 100'STACKING f ENCOUNTERED.THE CONTRACTOR SHALL PRESERVE AND XT5j21g14raae40 KKG .40 North mono,r AS REWIRED LEFT TURN LANE _ ` ` PROTECT ALL EASING UTILITIES FROM DAMAGE DURING FIRM NO.F leeaeeara150 STA 28+80.92 �R z rvsTRuclYON tr CURB&REMOVE STA 29+13.64 sss..+++��� ■ EX. PVMT. OFF.6.42'R OFF:1.50'R SUWCUT&,REMOVE Vertical O For ABock Of Woll TC Bo 3 ➢odd '.0 Cc STA 28+13 68 ;; 99 LF.ERE CON.CURB Depth Of 18 d `.''STA:26+24.74 - OFF:11.50'R 1 HAS - -- d _ & CONNECT TO EXIST. L'"' OFF:7.25E �� PA���T „`/� CPI TC 519.35 PLANS —Slope 2S Cap Stone Do ni(t"kM,prior _ _-�` GONG IIIII� TA 26+68]2 cR- -� Con nuousk Wr et(PP �� m Drsnage ata40c 0Gravel {{pp OFF.11.50 L /-=- n F ter Fohr Fo For pro e n 6eaa N _ Lx ! - Well InExcess Of d Of J In Haight Da1@sr T1BW _J - 1 III} 9:- _ �"` R \ ] n Height xce � J / .. \ = Per Batter 4ht Checked: IffR • W y eu 1 Is 0 3a Mnt 6t MoxC. 8..d...MPS lry/ OBIV ■ / Its- }�-=- a ill ' 1 ^ ack (ow 71 � ipe For > � V dad L I due v ow 2 P PI Nat ve Matera VC P ti� \ ., >•__ \ Filter F =0—' \ �� — T �a1 Continuous Gravel PP n F fe P ker . — RevWorm \ I L ■ 9 . \ J t I C.R.RT.30+38.91 Z \\ Bores Placed o Rack 36.50 RT.TC 519.85 T. '. % �` Undisturbed Sonn R S WN T.STD. SIWIDE \' REINF CONC.SIDEWALK CONNECT 301L.F.120WATER STONE H WALL 20SECTI1n ON ■ NOTE:>4'TO RE ENGINEERO BY OTHERS AND PROVIDED TO CITY PRIOR TO CONSTRUCTION. �ddarmmm me.Dmlp Review end w faammmb soma or PM Platter They were prepared by,or.der IS..uper.F1m oh H.P.ELEV=518.99 BENCHMARKS gym,m a.Home H.P.STA=30+0.00 Brass Cap at me intersection of theSouth ROW of ra h h E Dale 08042016 Hoshwerbay Beg No:NW PM STA=29+50.00 ROW of Wylie East Drive out ins o with the East Weawmd hat.Bnm®,.8.3 of Pm. PM ELEV=517.88 EI s15 D6 vim He.*.1,1vz ev. K=127.51 Tap of concrete the East ROW a of Wylie East On,approx.610 1 00.00.VC feet sou.eev.s0O2of the iintersemonWI.the Sou.ROW line°ESN ZR Prepared for. HOP ELEV=513.0n M 525 Bloomfield Homes,LP. II PM STA=37+50 00 n 1050 IL Highway ne,suite 281 : PM ELEV=511.88 r + L. Southlake,TX 76092 K 200.00 a s N w / m A- NO F 520 II w222%' 'r68q- a — 5 J 300° 515 ■ u P GRAPHIC SCALE TOP OF CURB d w RT 510 40 0 40 80 ' EX.GROUND .. 0 RT,ROW ,,Dy Wylie East Drive 95%STANDARD -- COMPACT FILL TO PROCTOR DENSITY. 505 I 500 City of Wylie, E.1 Collin County, TX hl Al <4' ass PAVING PLAN 2 1 1 ■ 490 Preliminary ~ r .- Dare: 03/14/2016 61122E 2 OF 11 26+00 27+00 28+00 29+00 30+00 31+00+16 0000741PV-WYLIE EAST clvig 02016 Westwood Professional Services,Inc. Westwood � i CAUTION I!! EXISTING UTILITIES Wenwaatl Professional Semi.,Inc. RI itNtilom a:Perxwer solo zaa ' / ' G E%ISDNG urlLrtlEs.AND UNDERGROUND FACILI➢ES INDICATED Pkno Tx r509a ON THESE PLAN S HAVE BEEN LOCATED FROM REFERENCE FIRM No Fi�rsaaT •• CONTRACTOR To SHALL RESPONSIBILITY YTAND VEencALL 3-4640 TWO,...) seal ear atso )' ` �' THE LOCATION OF ALL E%S NG UTILITIES AND UNDERGROUND `_, \\"1_ PRECAUTIONS FACILITES PRIOR TO CONSTRUCTION,TO TAKE NECESSADRY °dPNr°m NOR ER PROTECT ALL FACILIDE5 ' .v ~� PROTECTENCOUNTEALL EXISTING UTLITIES FROM DAMAGE RED TYE CONTRACTOR SHAH_ DUR NG 1 \ ++ CONSTRUCTION. D1 E r t 4. g� 1 g DNpN D8 Y e13 1\47 57� li Checked: RIR meow 08W Gti !t Record Don.,by/date tki 44! 1 j Et LEGEND 1 �/C\ , ---; 1,89 �, ta► PROP.FLOW ARROW _ ,13.3 h1� , • ,\ \\ \= r ow+ EXISTING 5'CONTOUR INTERVAL 1y0,, _ rV' "{ ` - EXISTING 1'CONTOUR INTERVAL 94.88 y x ( III T �— 3 J T DRAINAGE AREA DIVIDE --- o \I� YET_ alk WATERSHED ID }T _ MEM DRAINAGE AREA sI \ ".. lip OPo RUNOFF tri) 1 .t 4, Redeem Reba Howe 1 t, I \ 2 SUBDIVISIONWere*eo P.M,Ma..,a lee a�efym I REFER TO ice.. D Re .ams '1K _LEW/S RANCH p ,qSE j 0 = 0.60 hoc = 7.52 Tc = 15 min t':, 4 DRAINAGI#ARE4 MAP Prepared for. CIA r F �� Bloomfield Homes,L.P. ,, itt eisi ',_.T4 1050 E.Highway 114,Suite 90 / Southlake, 76092 �.,TT, tl 1'r h I AREA C I,� Tc A Q e._ g z 1' �/jf B1 0.9 8.74 10 0.82 6.45 Ex. 10' Rec. Inlet r 1, , 26,, . 'f B2 0.9 8.74 10 0.79 6.21 Prop. 10' Rec. Inlet X �� D2 0 9 8.74 10 1.47 11.57 Ex. 10' Rec. Inlet D1 0.9 a9 8.74 10 1.69 13.66 Prop. 10' Rec. Inlet ,yI i 2a `�,,,`°""r="`A ' C1 0.9 7.52 15 22.94 155.3 Ex. 7' x 4' Box 1p _ C1A 0.6 7.24 17.34 21.39 92.97 Ex. 7' x 4' Box GRAPHIC SCALE 00' _ ��_ ,I AREAS D1,82,Cl,CIA FROM RECORD DRAWING f00 0 100 200 STONE STREET DRAINAGE AREA MAP PLANS _ _ 1_, I', 7 t gL BY RLK ENGINEERING,INC,DATED JULY 23,2007 f t r-- rt � - AREA CIA EX.FLOW CIMARRON ESTATES AREA C1 FUTURE DETENTION REQUIRED i, 8 ' i� -'—',"'---.1—__-_ Wylie East Drive I %� �,/b J7 112 1 1d - _1 Ark ®® I City of Wylie, f 1 Collin County, TX w- Wylie East High School j DRAINAGE AREA MAP 1\ BENCHMARKS \ TxDOT Brass Cap at the intersection of the South ROW line of SH\ 78 with the East ROW of Wylie East Drive Preliminary Elev.519.96 1 I / Top of concrete headwall on the East ROW line of Wylie East Drive;approx.610 feet south of the intersection with the South row 03/14/2016 ROW line of SH 78 Elev.500.73 She. 3 OP 11 02016 Westwood Professional Services,Inc. CAUTION !!! EXISTING UTILI TIES \ E PLANS D UNDERGROUND ACOM Westwood ]8/NOOPCP LTD EXISTING unu unES INDICATED VOL.5191,PG. ON TEES S O REFERENCE 1925 G.PR.C.C.T. INFORMATION.IT SHALL BE THE RESPONSIBILITY OF THE Westwood Professional Terric¢Inc `\ CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY ¢T40 North oallae ParNwey,sorts 2Ra THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND CIMARRON ES'ATES FACILITIES PRIOR TO CONSTRUCTION,TO TAKE NECESSARY T%TS(sHeine ac)aTa4sau PHASE 2 \ PRECAUTIONS IN ORDER TO PROTECT ALL FACILIRES Tames 18'�96T-6'160 VOL 0,PG.362 ENCOUNTERED.THE CONTRACTOR SHALL PRESERVE AND FIRM No.F- 0+00 LATERAL B-2 P.R.C,.C.T. PROTECT ALL EXISTING URLIRES FROM DAMAGE DURING WYLIECT1 EX. DRIVE %4 CONSTRUCTION w«moodw.cem 0 EX.1s'RCP CONNECT- \ RE OVE EX.HEADWALL 0+00 LATERAL D-2 L \ N CT TO EX.21 RCP X �CO NECT TO EX.21'RCP .RG d sT'oNc.Pv T kg NG 42 AIER ua� � 1D n nets L w� J sew '-I- ,,T _ I_- a -'_�n7-7--- r -^ 4' /ie -,, is _ _ ,L -- Chested Bee xl�, - DM o=6.vcfs v/ ,.,d yROP CMG.P r ® - O _.ma us/ t« Dnm w/y Z t -- / �— Rcwcd Dta m ... ... Al 1 ,e NEcrTo �t � ' .�� � /,' I t t� i I,_. \ o+a(n>nt�Lk 2 i 1 ]+50 CON$T:STS r s A ll /�• -��I;OFT1 . �� 10 FT.R€CESSEDfURs INLEY % 9(T.C. 8.0s,Ed..=i120s q 1 / �� OCONN CT TDµ. I L E " T21 FUf�lre ffhase l �s' -,�"`�l� i �� --� - +-._- �/� 2a+zB.RE ESSED RI ,'. � I M,x�documents me re wm.in.,.... w 10 FT.RECESSED CURS INLET 'J' 1 r/ Coss...,eeW`8°'ramB Purposes Lewis Ranch Phase 1 LC=5031.28,F.L=497.28 � P e P d /„:— DD ENE a REFER TO LEWIS RANCH PHASE 1 Rog..NM Howe CONST.STD.TYPE's'HEADWALL FOR BOX CULVERT PLANS BENCHMARK$ uer"'"e"°R'N' Sr CONC.RIPRAP mnvma EL 2e=494.83 at the intersection of the seam ROW line of sx,e with the East arm Regis*w vrofeweva seas,me 6edert2® mwx f Wylie cast Dd�e Ele lope�sa6rere neaa.an On me ease ROW line ofwNie E,o,DTNe;approx. Prepared for. ie eammmeietenealeewitNmeseamBawlieeefsxTs Bloomfield Homes,LP.Elev Econ. 0+00 1+00 0+00 -1+00 0+00 1+00 1050 S.sway 114,Suite 210 LATERAL 8-2 LINE B LATERAL D-2 Southlake,TX 76092 3 ,,' l Z Q o .I, 0 U 0 ¢U U r. GRAPHIC SCALE 515 ® 515 500 500 500 500 40 0 40 80 /151 EX 2 m RGP oN Wylie East Drive \$ �:.. IX-2 1"e RCP ON OB 9__— �,�—� o 21",RCP oN Co. 510 Ex ,a e 510 495 �_.-vim_ -= 495 495 b, 495 ON 2.999E, 23 II II t City of Wylie, e_ e_ Collin County, TX 21"RCP 0700-6.2.cfs 9800=12.66 efs 0100=1353 c/s s=0.0035 If s=0.9064 11/t s=0.9071 ft/R =3-51-f —ss v-554 fps STORM PLAN Hr0.19 rt 80-0_23 R M9=0.48 Tt -- Hortlol Flow =artist Flow POrflal Flow Preliminary Talc 03/14/2016 she. 4 oe 11 02016 Westwood Professional Services,Inc. CAUTION !!! CONSTRUCTION NOTES: EXISTING UTILITIES 1.Sill fences shall be installed as shown n detail. Westwood '�' -,_---- 2 Contractor will install additional eros'an control where Bros on EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED protection s needed a the owners or the City p s per engneers y ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE Westwood Professional Solara,Inc, INF601001 0.T SHALL DE THE RES ONSBILITY OF THE inspector. 21.0 NerN Dallas Parxwa {" (",. t` CONTRACTOR TO VER Ev BOTH HOR UTILITIES I iES 0v AND vE060000 3,The existing vegetationedSot along existing.parkways and medians MOM y,suuezaa NEC ALL EXISTING 55 UNDERGROUND shall be replaced to ts original Condit on or better. Plano DtT lzial.Ts<s.o - \`.\ //-� FAC 0 0 PRIOR FTO000 TO TOST FACILITIES NEccssnrer 4.All drasage Uwales shall be grassed as per CIty Standards rSMN 111150 sT stso � / l PRECAUTIONS N ORDER TO PROTECT ALL eroneo prior to the Cty acc¢ptonce of project / E CONTRACTOR SHALL PRESERVE AND 5.All constructon eros on control shall meet City Ordnance aT PROTECT A, nLnES FROM DAMAGE DURING 6.Eno constructon shall be completed n the following PHASES: wa.twaadP.com ,� PHASE 1 n(Pr or To Start Of Rough Grading) 1 � ceusTRucnoN.EXISTING a 1,.Silt fence to be installed as shown on plan or as required. PHASE 2(After utility construction&prior to paving coast) 1.Silt fence shall be placed around top of inlets until tapped out, y C 1 .1 prevent erosion materal from entering storm sewer system Iif `L' I1 IF _ PHASE 3(After paving construction) O2°t � 1r 1 SPe .Silt fence shall be cpllaced in ow along pavement as shown where Checked: 1 1 L \ requ red by slope nd t ons r navwrc DSw 2.All parkways and disturbed area n street R.O.W.to be seeded {{{// _ with grass As per c ty standards Record Drawing by/date 4 ! ` , 3.Vegetation to be establ shed n all offsite disturbed areas. { — — — — PHASE ONE \, I/ R._}`t,Fi lwm� PHASE TWO fl T �!2 PHASE THREE SEQUENCE OF CONSTRUCTION v -- 1. EXCAVATION OF STREETS & LOTS 0. i f 1I I -„,52. INSTALLATION OF UTILITIES 3. STREET PAVING ThewInter fw�,w,®, Ile* P, a s 1 I I l ,. 'map wale prepared h,m vale w super..on 4ktl 3 II tI i (1.2 )MIN STEEL OR WOOD POSTS SPACED AT 5 (1,6 m) aaabwebA Howe sa I ` "..�. TO 8 (2. )SGF WOCI POSTS SHALL B 3 /.6 cm)MIN. ®Y IN IA.04 NOMINAL 2 4 (51 02 ). w Saw,be ems of UM Lewis Ran/Phase 1 HARDWOOD POSTS SEAL,-LAVE A MIL,CROSS SFCTI N OF Pam a pmme ecmu ky 1.5",5 (3.8 m x 3.8 cm) ll '/ FASTEN FABRIC TO TENSION REI\FORCFMFN WIRE Prepared for 7— .T , _ BY HOG RINGS LOCKING PLASTIC TIES,OR CORD AT }It �. �t A MAXIMUM SPACING OF 2'(61 cm). Bloomfield Homes,LE p i IA Mt FABRIC z-(51 cm) 1050 11 Highway 114 Suite 210 / i t sFIA(1s 2Lcm)HAND t � { s 21 nIN,WIDup Southleke,17C 76092 A e IH 9 I 1 t y r ow C TAMP EMBED POSTS Ta"Cas.T Cm)MIN. b� 'P` 1 f 1\ 1�y. �E61, �4 / SECTION A--A \ T I IT 7F Y �JI PLASTIC TEES FOR WCOJBFNCPOSTS .t` , EVENLY SPACED STAPLES O USIN R LOCKING A❑2 61 )ACROSS TRENCH BO IOM N -PSTREAM DIRECTION_ A' \ r MINIMUM TRENCH SIZE SHALL BE 6" - L rr 1 N6'\-f t_ r l'1r 20 A (15,2 SQUARE, BACKFIil AND GRAPHIC SCALE 1"=100' yl J 1 K 1Ji 1 �!!f MAX SPACING OF 6 152 m). HAND rAVP II l�L U5 LOCKING PLASTIC TIES OR SLWN d' J' J ( T �—�_is VERTICAL POCKETS FOR S:EEL POSTS AT 100 0 y00 200 � SAME SPACING. �I, SILT FENCE' - ' t / / Wylie East Drive ;� Y7 12 � 93 No: To Scale I bPa;ea et Pee s Mew aaa Fie. Ma:" City of Wylie, I I 1/2"FI,5 s''''a t° Collin County, TX 1 Wylie East High School EROSION CONTROL PLAN BENCHMARKSVt'F'reloKe"Eotre TxDOT Brass Cap at the intersection of the South ROW line of SH ,,,.ea na.a.e.e gas.efe41On 78 with the East ROW of Wylie East Drive nSjzoa/z5openng ssI� a It rvccoElev:519.96 G Preliminary Top of concrete headwall on the East ROW line of Wylie East Drive:appro.610 feet south of the intersection with the South PHASE 3—NEW CURB INLET PROTECTION PHASING ROW line of SH]8 / Not to Scale Date 03/14/2016 Eiev:500.73 ' excess 5 we 11 02016 Westwood Professional Services,Inc. Westwood Westwood Professional Services,Inc. Per..Bull.280 Plano,TX 76003 Phone Ix 0)0734640 _.._. ..._ ._...... ._.....__. .. .... TIPPED (0661 S37,150 FIRM NO.r-n Ise westwaaaln.cam WA PAVING NOTES 5.AU.CONCRETE IN LINED CHANNEL SHALL BE NCTCOG CLASS'A'(MINIMUM 3,000 P.5.1.)CONCRETE. 1,ALL WATER LINE CROSSINGS OF SANITARY SEWER ONES SHALL BE AS SHOWN IN THE PLANS AND MEET TCEQ &.1.CONCRETE FOR ALL STREETS AND PRIVATE DEVELOPMENTS SHALL BE IN ACCORDANCE WITH NCTCOG, REQUIREMENTS. FOURTH EDITION OR AS AMENDED CLASS'C'CONCRETE(SIX SACK 3,600 P.S.I.) 6.FIAT BOTTOM TO BE CONSTRUCTED WHEN CHANNEL WIDTH IS LESS THAN 12 FOOT. 2.PIPES 12 INCHES IN DIAMETER AND SMALLER SHALL BE POLYVINYL CHLORIDE(PVC.)MEETING THE ITEM 303.3.4.2(a)AND REM 303.5.6.2 HAND. 7.3/4°CHAMFER ON ALL CONCRETE CORNERS. REQUIREMENTS OF AWWA C900 DR 18 OR DUCTILE IRON PIPE(D.I.P.)MEETING THE REQUIREMENTS OF AWWA C Dedp.ei DSW STORM SEWER 151 CLASS 50 PIPE. AU.D.I.P.SHALL BE WRAPPED WITH A POLYETHYLENE LINER. Lama: APP 2.REINFORCING STEEL SHALL BE DEFORMED BARS NO.3 ON 18 INCH CENTERS OR NO.4 BARS ON 24 1.THE FLOOR OF THE EXCAVATION FOR INLET BOX MUST PROVIDE A FIRM,LEVEL BED FOR THE BASE SECTION 3.FOR PIPES LARGER THAN 12 INCHES IN DIAMETER,THE PIPE SHALL BE REINFORCED CONCRETE CYLINDER INCH CENTERS. REINFORCING SHALL BE IN BOTH DIRECTIONS ON CENTER. REINFORCING STEEL TO REST UPON. PIPE(AWWA C301 OR ALM C303),OVULE IRON PIPE(AWWA C151 CLASS 50)OR POLYVINYL CHLORIDE PIPE UP Dawn: 1Sty SHALL BE IN ACCORDANCE WITH ASTM 615,616 AND 617. 2.A MINIMUM OF 6 INCHES OF 1"DIAMETER(MAXIMUM)ROCK OR GRAVEL SHALL BE USED TO PREPARE THE TO 18 INCHES MEETING THE REQUIREMENTS OF AWWA C905-235 P.S.I.RATED PIPE. nemm Deewle6 17/a.e. 3.ALL REINFORCING STEEL SHALL BE RED(100%). REINFORCING STEEL SHALL BE SET ON PLASTIC BEDDING TO FINAL GRADE OR IN LIEU OF THIS,AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SAND SHALL 4.ALL VALVES ON PIPES 12 INCHES AND SMALLER SHALL BE RESILIENT SEALED WEDGE VALVES(AWWA C509). CHAIRS. BAR LAPS SHALL BE MINIMUM 30 DIAMETERS.NO STEEL SHALL BE PLACED UNTIE THE BE USED TO PREPARE THE BEDDING TO GRADE. CEMENT STABILIZED-SAND SHALL BE ALLOWED TO SET BY SUBGRADE HAS BEEN TESTED AND PASSED. KEEPING HOLE PUMPED DRY. 5.ALL VALVES ON PIPES LARGER THAN 12 INCHES BUT SMALLER THAN 30 INCHES SHALL BE BUTTERFLY VALVES 600 FEET,AT ALL INTERSECTIONS AND CHANGES IN 3.AFTER PIPE HAS BEEN LAID ON PROPER BEDDING,BACKFlLLING TO COMMENCE WITH B"MAXIMUM LOOSE (AWWA C504)OR WEDGE VALVES(AWWA.C509). 4.EXPANSION JOINTS SHALL BE SPACED EVERY DIRECTION OF PAVING. ALLEYS SEPAL HAVE MINIMUM OF TWO EXPANSION JOINTS. LIFTS MECHANICALLY COMPACTED TO 95%STANDARD PROCTOR UNDER ROADWAY OR 12"MAXIMUM LOOSE LIFT 6.ALL VALVES ON PIPES 30 INCHES AND LARGER SHALL BE BUTTERFLY VALVES(AWWA C504). Revitlot[i BEHIND CURB. MAXIMUM SIZE ROCK IN BACKFILL SHALL NOT EXCEED 4 INCHES IN DIAMETER. 7.EMBEDMENT SHALL BE AS SHOWN IN THE PLANS. BACKFILL WITHIN THE LIMITS OF EXISTING AND PROPOSED �+ 5.SAWED TRANSVERSE DUMMY JOINTS SHALL BE SPACED EVERY 15 FEET OR 1.25 TINES 4.PRECAST INLETS MUST BE APPROVED BY THE CITY. PAVEMENT SHALL BE COMPACTED TO 95%STANDARD PROCTOR. OUTSIDE PAVEMENT(EXISTING OR LONGITUDINAL JOINT SPACING WHICHEVER IS LESS. SAWING SHALL OCCUR WITHIN 5 TO 12 5.CONCRETE TO BE MINIMUM 4,200 P.S.I. PROPOSED)SHALL BE COMPACTED TO MINIMUM OF 92%STANDARD PROCTOR. All COMPACTION SHALL BE BY • HOURS AFTER THE POUR INCLUDING SEALING. 6.LOCKING DEVICE IS REQUIRED ON ALL STORM SEWER LIDS. MECHANICAL METHODS. 7."NO DUMPING'WA-IN-PL PLAQUE TO BE INSTALLEDHOEANIN ALL STANDARDMPRESVED RECESSED INLETS., 8.WATER LINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NCTCOG ITEM 506.ALL WATER LINES SHALL �O.SUBGRADE UNDER PAVEMENTS SHALL UTILIZED. A MINIMUM EF 7 INCHES J° LIME TREATED SLBGRADE. 8.CONCRETE CAST-IN-PLACE INLETS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4.200 P.S.I.®28 BE SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO BACKFIWNG. ONLY NTDSHAU_LIME TERLL ED EOPTIMUM LIME SHALL BEE PLIED. OPTIMUM LIME DAYS. CONTENT SHN.L BE DETERMINED DURING THE EXCAVATION BY THE USE OF A LIME SERIES TEST. LIME �.DELETED 9.ALL HORIZONTAL AND VERTICAL BENDS SHALL BE BLOCKED. SERIES TEST SHALL BE TAKEN ALONG THE EXCAVATION AT ALL CHANGES IN SOIL AND A MINIMUM OF 10.EXISTING STORM SEWER PIPE AND/OR LATERALS SHALL BE LOCATED PRIOR TO SETTING OR CONSTRUCTING 10.ALL FITTINGS SHALL INCLUDE MEGALUG CONNECTORS. 300 FEET. LIME SERIES SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY APPROVED BY THE INLET BOXES. IF ADJUSTMENT IN GRADE OF LATERAL IS REQUIRED,A REVISED DESIGN BY THE ENGINEER OF 11.ALL FIRE HYDRANTS SHALL BE INSTALLED WITH A 24'x 24"SQUARE REINFORCED CONCRETE PAD. CITY.41//SY MAY BE USED IN LIEU OF UME SERIES TESTING. SUBGRADE SHALL BE COVERED WITH RECORD SHALL BE SUBMITTED TO THE CRY FOR APPROVAL. 12.ALL WATER LINES SHALL BE SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO BACKNLL. PAVING WITHIN 14 DAYS OR SUBGRADE SHALL BE REWORKED AND RGILSI ED. 11.REINFORCED CONCRETE PIPE CLASS III 0 APPROVED WITHIN THE CITY. 7.LIME TREATED SUBGRADE SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 95 PERCENT OF 12.COLOR N INSPECTION SHALL BE COMPLETED ON THE STORM SEWER IN THE PRESENCE OF CRY SCREENING1 WALL8 Tn®e u.....s.refer 002 o R..i.,rr m THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. MOISTURE CONTENT SHALL BE WIT&N-2 TO REPRESENTATIVE AND THE ORIGINAL MEDIA SHALL BE GIVEN TO THE CRY AT THE COMPLETION 1.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.N 28 DAYS. 50 0,20E or Pen.w"P,0 +4 OF OPTIMUM. DENSITY TEST RESULTS SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY OF THE INSPECTION. 14 were penned °y'a m`we. °�' APPROVED BY THE CITY. ALL RESULTS SHALL BE PROVIDED TO THE CITY.SUBGRADE TESTING SHALL &13.YOUR ATTENTION IS DIRECTED TO SUBDIVISION ORDINANCE SECTION 5.9.0 STORM DRAINAGE AND WATER 2.RBNFORCEMENT-ASTM A-36. mp.ec ma.Nom BE IN ACCORDANCE WOO NCTCOG ITEM 303.5.1 SUBGRADE. QUALITY CONTROLS.IN THE ELEVENTH MONTH OF THE SECOND YEAR OF THE REQUIRED TWO-YEAR MAINTENANCE lbeneas Item No:six BOND,THE DEVELOPER SHALL BE RESPONSIBLE FOR REMOVING ANY SIGNIFICANT BUILD-UP OF SEDIMENT OR 3.MASONRY-COMPRESSIVE STRENGTH SHALL BE PRESCRIBED IN REM 2.3.6 SPECIAL PROVISIONS. ca.a...m/PO6Professional e..l®,w.am.area. 8.OWE TRIMMINGS ARE NOT ACCEPTABLE FOR ANY USE. DEBRIS FROM DRAINAGE IMPROVEMENTS WITH EXCEPTIONS AS DESIGNATED.THE FUNDING SHALL BE BORNE BY THE r1®e.ymn®.x-.vsc 9.ALL FILL SHALL BE COMPACTED BY MECHANICAL METHODS. MAXIMUM LOOSE OFT FOR DEVELOPER AND SHALL BE ACCOMPLISHED BY COLOR TV INSPECTION IN THE PRESENCE OF A CITY REPRESENTATIVE 4.WIND LOAD FOR DESIGN-20 P.S.F. AND THE ORIGINAL MEDIA SHALL BE GWEN TO THE CITY AT THE COMPLETION OF THE INSPECTION. COMPACTION SHALL BE 8 INCHES. ALL LIFTS SHALL BE TESTED FOR DENSITY BY AN INDEPENDENT 5.PER BEARING STRESSES-SEE BRICK SCREENING WALL NOTES. Prepared for. LABORATORY APPROVED BY THE CITY. DENSITY REQUIREMENT SHALL BE AS SHOWN ON THE PLANS FOR THE TYPE OF MATERNAL CALLED FOR IN THE PLANS. SANITARY SEWER 6.MORTAR-TYPE"S'. Bloomfield Homes,L.P. 10.ALL DISTURBED AREAS OF ROADWAY WORN SHALL HAVE GRASS ESTABLISHED IMMEDIATELY. S.ALL SEWER LINES CROSSING POTABLE WATERLINES SHALL BE AS SHOWN IN THE PLANS AND MEET TCEQ 1080 EL Highway 114,Suite 710 GRASS SHALL MEET THE REQUIREMENTS OF REM 202,LANDSCAPING,OF NCTCOG SPECIFICATIONS, REQUIREMENTS. 7,PROVIDE CONTROL JOINTS AT 50 FEET.FOURTH EDITION OR ASAMENDED. 2.PIPES 8 INCHES THROUGH 15 INCHES SHALL BE IN ACCORDANCE WITH ASTM 03034 WITH A MINIMUM SDR OF 35 $on e,"TX 76092 OR ASTM D3350 AND DE 345434 C. 8.PROVIDE EXPANSION JOINTS AT 200 FEET CENTER MAXIMUM. 11.ALL AREAS TO BE EXCAVATED OR RILED SHALL HAVE EROSION CONTROL PLACED PRIOR TO 3.PIPES LARGER THAN 12 INCHES THROUGH 48 INCHES SHALL BE IN ACCORDANCE WITH ASTM STANDARDS F679, COMMENCING EARTHWORK. EROSION CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE F794,F949 AND 03350/DE 345434 C. 9.PROVIDE PIER WITH MINIMUM 9 FOOT W/24 INCH DIAMETER BELL IN CLAY OR OTHER MATERIAL EXCEPT PROJECT IN ACCORDANCE WEH NCTCOG ITEM 201,FOURTH EDITION OR AS AMENDED. 4.MANHOLES SHALL BE PRECAST. ALL MANHOLES SHALL BE WATER TONT. PRECAST MANHOLES SHALL HAVE BLUE SHALE.6 FOOT MINIMUM WITH 3 FOOT MINIMUM INTO BLUE SHALE. JOINTS SEALED. ALL RING AND COVERS SHALL INCLUDE AN INTERNAL CHIMNEY SEAL. ®12.ALL SIDEWALKS SHALL BE 5'WIDE AND INCLUDE BARRIER FREE RAMPS AT INTERSECTING STREETS, 5.ALL PIPE OPENINGS IN MANHOLES SHALL INCLUDE COUPLINGS WITH"0'RING RUBBER GASKETS. 10.ALL EXPOSED CONCRETE SHALL BE CLASS 2 RUBBED FINISHED SURFACE. ALLEYS,DRIVEWAYS,ETC. BARRIER FREE RAMPS SHALL MEET CURRENT ADA REQUIREMENTS,BE 6.STUBOUTS OUT OF MANHOLES SHALL BE WILD WITH A STOPPER AND CAP. STUBOUTS SHALL BE A MINIMUM INSTALLED BY THE DEVELOPER AND MEET THE TEXAS DEPT.OF LICENSING REGULATIONS. OF 5 FEET FROM MANHOLE AND BE SUPPORTED BY A CONCRETE CRADLE. 11.SIDEWALKS ADJACENT TO WALLS MUST BE 5-FOOT MINIMUM WIDTH FROM ALL PORTIONS OF THE WALL 7.ALL DROP MANHOLES SHALL BE OF THE EXTERNAL TYPE. (INCLUDING PILASTERS,COLUMNS,ETC.). 13.SIDEWALKS SHALL BE DOWELED INTO PAVEMENT WHERE R ABUTS DRIVEWAYS. EXPANSION JOINT 8.MANHOLES SHALL BE VENTED IN ACCORDANCE WITH ICES REQUIREMENTS. MATERIAL SHALL BE USED AT THESE LOCATIONS, 9.ALL SANITARY SEWER PIPE SHALL BE TESTED(NCTCOG REM 507.5)AFTER CONSTRUCTION. TESTING SHALL 12,MAXIMUM PILASTER SPACING 40 FEET. INCLUDE PRESSURE TESTING,MANDREL TEST(TCEQ REQUIRED)AND COLOR N INSPECTION. COLOR TV 14.NO VEHICLES SHALL BE PERMITTED ON CONCRETE PAVEMENT WITHOUT APPROVAL FROM THE INSPECTION SHALL BE COMPLETED IN PRESENCE OF CRY REPRESENTATIVE AND THE ORIGINAL MEDIA 13.WALLS SHALL NOT BE PLACED IN THE VISIBILITY EASEMENT OR STREET RIGHT OF WAY. CITY. THE CRY WILL MAKE DETERMINATION BASED ON CONCRETE BREAK REPORT. SHALL BE GIVEN TO THE CITY AT THE COMPLETION OF THE INSPECTION. OR.THE WALL SHALL BE A MINIMUM OF EIGHT FEET IN HEIGHT AS MEASURED FROM THE NEAREST ALLEY SEWER SHALL BE RE-INSPECTED AFTER INSTALLATION OF FRANCHISE UTILITIES.AIR TEST ONLY. EDGE OR SIDEWALK GRADE,WHICHEVER IS THE HIGHER. THE COLOR OF THE WALL SHALL BE LIMITED TO 0 15.CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR REVIEW PRIOR TO PRECONSIRUCTION 10.MANHOLES SHALL BE VACUUM TESTED IN THE PRESENCE OF THE CRY REPRESENTATIVE. EARTH-TONE COLORS,EXCLUDING GRAY,GREEN AND WHITE. THE COLOR OF THE WALL SHALL BE UNIFORM MEETING.REVISE THE FIRST PARAGRAPH OF NCTCOG SPEC.303.2.1.3 COARSE AGGREGATE TO READ it.NO END-OF-LINE CLEANOUTS WILL BE ALLOWED. TERMINATE SEWER LINES WITH A MANHOLE 0 ILLUMINATION ON EACH SIDE OF A THOROUGHFARE FOR THE ENTIRE LENGTH BETWEEN INTERSECTING THOROUGHFARES, CRUSHED LIMESTONE SHALL CONSTITUTE 100%OF THE COARSE AGGREGATE. 1.STREET LIGHT FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH IOU ELECTRIC UNLESS OTHERWISE APPROVED BY THE CITY'S PUBLIC WORKS DEPARTMENT. THE FINISH OF THE WALL 16.ALL PAVING FOR PARKING SHALL BE MIN.5°THICK 3,600 P.S.I.CONCRETE SUBJECT TO CITY DETAIL AND NOTES FOR 25'OR 30'MOUNTING HEIGHT ROUND STEEL POLE. SHALL BE CONSISTENT ON ALL SURFACES. ENGINEER APPROVAL 2.PROVIDE SQUARE CONCRETE MOW STRIP 18"FROM OUTSIDE OF POLE TO CORNER USING Wylie East Drive 17.ALL AREAS NOT UNDER PAVING,INCLUDING ALL FRANCHISE GOLItY EASEMENTS,SHALL BE 3,000 P.S.I.CONCRETE WITH/3 BARS 0 18"AND(4"EXPANSION JOINT. 15.IF WROUGHT IRON FENCING IS TO BE MIRED ON REQUIRED SCREENING,ALL WROUGHT IRON MUST BE COMPACTED TO A DENSITY OF NOT LESS THAN 92 PERCENT OF THE MAXIMUM DENSITY. 3.SUBDIVISION STREET UGHTNG TO CONFORM TO THE ZONING ORDINANCE.'DECORATIVE STREET UGHTNG SHALL BE SCUD STOCK,NO TUBULAR STEEL WILL BE ALLOWED. 18.CONCRETE PLANTS SHALL CONFORM TO TXDOT 1993 EDITION ITEMS 520 AND 522. PROVIDED ALONG RESIDENTIAL STREETS THROUGHOUT ALL RESIDENTIAL DEVELOPMENTS,PROVIDING LOW ILLUMINATION .• 19.ANY CURB AND/OR STREET SECTION REMOVED FOR THE CONSTRUCTION OF A PRIVATE DRIVEWAY WITH SOLAR CONTROLS ON DECORATIVE POLES WITH SPACING RANGING FROM 250 FEET TO 350 FEET BETWEEN LIGHTS SHALL NOT BE REMOVED PRIOR TO 7 DAYS OF CONSTRUCTION OF THE DRIVEWAY.IF THE DRIVEWAY PLACED ON ALTERNATING SIDES OF THE STREET.A STREET LIGHTING PLAN MUST BE SUMITTED TO THE CITY ENGINEER FOR APPROVAL, A a FAwn°"ROB.on-A spar. IS NOT CONSTRUCTED WITHIN THIS THE FRAME AND EXCAVATION HAS BEEN MADE,EXCAVATION SHALL BE THE CRY ENGINEER IS AUTHORIZED TO ALTER THE DISTANCE REQUIREMENT IF NEEDED IN AN EFFORT TO ACHIEVE THE BEST LIGHTING AN'Axe saw ma sa SEWNROBB NOR VW.. UNTIL SUCH TIME CONSTRUCTION COMMENCES. AN8/00roe ARRANGEMENT POSSIBLE.' At ADO PAW.NM 20 u®REM POEM.v J. 0/12/0. ©20.MAXIMUM TEMPERATURE 0.THE CONCRETEP 4T TEMPERATURE SHALL BE 95'F AS SPECIFIED IN P/I./m i%DOT 2004 EDITION ITEM 360.4 PARAGRAPH G.4 IECIFIED IN T RESTRICTIONS. DETAILS msrz s/I.Po> City of Wylie, ®21.PAVING EQUIPMENT REQUIRED SHALL BE AS SPECIFIED IN TXDOT 2004 EDITION UNDER ITEM 360.3 SPECIAL DETAILS OR MODIFICATIONS TO THESE STANDARD DETAILS TO BE UELIZED ON ANY ® VIA snwrr sal seffin.1010.ttureinfti 1/5/01 22.WATER INJECTION OF SUBGRADE BY CITY ENGINEER APPROVAL ONLY. GIVEN PROJECT SHALL BE SUBMITTED TO THE CITY FOR APPROVAL FOR USE. A, itnee worm tors N.i.s ii. e/o/eS Collin County, TX ®23.SUBGRADE UNDER FIRE LANES SHALL MEET THE PAVING SUBGRADE REQUIREMENTS OR ONE Q STREET SIiN SPECIFICATIONIS "B' SEN9®1 ar DATE ADDITIONAL INCH OF CONCRETE MAY BE USED. STREET NAME SIGNS FOR ALL INTERSECTIONS BY THE CONSTRUCTION OF A SUBDNISION SHALL BE FURNISHED AND INSTALLED BY THE ®24.SUBGRADE UNDER PARKING AREAS SHALL BE DETERMINOED BY A GEOTECH REPORT. DEVELOPER.THE INSTALLATION OF THE STREET SIGNS MUST BE PRIOR TO THE FINAL ACCEPTANCE OF THE SUBDIVISION.THE LEGEND CITY OF WYLIE, TEXAS LINED CHANNELS SHALL CONTAIN THE NAME OF THE STREET,ANY SUFFIX AS DESIGNATED ON THE PUT,AND THE BLOCK NUMBER AS ASSIGNED BY THE CRY. CITY OF WYLIE 1.CONSTRUCTION JOINT SHOWN IN DETAILS FOR CONVENIENCE ONLY,MONOLITHIC CONSTRUCTOR THE SIGN FACE SHALL BE HIP PRISMATIC WHITE W/BLUE EC FILM WITH CRY LOGO.THE SIGN PLATE SHALL BE 9 INCHES TALL AND 0.080 INCHES MAY BE USED. THICK FLAT BLADE ALUMINUM DRILLED.THE STREET NAME SHALL BE 6 INCH UPPER CASE LETTERS.THE SUFFIX AND BLOCK LETTERS STANDARD CONSTRUCTION DETAILS GENERAL NOTES 2.ALL VISIBLE SURFACES SHALL BE A TROWEL FINISH. SHALL BE 3 INCHES.ALL LLI ItOS SHALL BE WHITE.THE SIGNS SHALL BE MOUNTED ON A 2 INCH BY 12 FOOT SQUARE POST WITH A 2.25 3.NI REINFORCING STEEL SHALL 3/e"DIAMETER AND SPACED 12'CENTER TO CENTER BOTH INCH BY 36 INCH SQUARE GROUND ANCHOR AND 2.5 INCH BY 18 INCH SLEEVE.THE ANCHOR POST SHALL BE DRIVEN INTO THE GROUND WAYS UNLESS OTHERWISEINGT SPECIFIED.BE AT A DEPTH OF 30 INCHES.THE STREET NAME SHALL RE MOUNTED 10 FEET FROM THE TOP OF THE CURB MEASURED TO THE BOTTOM OF GENERAL NOTES THE LOWEST SIGN.SONS SHALL BE MOUNTED ON SQUARE POSTS USING DRIVE RIVETS,WASHER,SPACE AND CHERRY MATE RIVETS TO 4.IF WOOD FORMS ARE USED WITH CONSTRUCTION JOINT,THEY SHALL BE TWO,2"x4",AND SHALL ATTACH ENDS OF SIGN TOGETHER. DATE: APRIL,2005 MEET Preliminary NOT BE REMOVED UNTIL CONCRETE ON SLOPES IS READY TO BE PLACE. ate 03/14/2016 Sheet 6 DP 11 02016 Westwood Professional Services,Inc. Westwood _n _ — _ Wertwootl�Professional Sanwa lnc s �� IL - L -1 j 1 i ,c� North Dane.Parkway,Site 200 RIGHT TURN OR DFCEI EPATION LAN_SECTION 12101 anaa40 ¢]0 sI' P ano Phone 'w. "IT, ,s.,,.,o,. FIRM alo.srixss ... arvrt fi.... RCGULNM S0 1ON watwaaaw.com r I ,I 1, a . �' 'n .,,,-,o;, - , M.N... Osw , M.,7..ram. -- I �' I ra 4v;wm - Checked: Npp RECFILAR SECTION L T 1 __ Ueawe: m m L Hamad Drawing rw/dvs ..,.L FT TURN SECTION gAylonet LEFT TURN SECTION LEGEND 1 // \ - -.:-.-.- r n _F _ 'Mon ao'`."afm e,1,: and' not () I I 'Mmm PraMM py A'bm'g°e Wge�vpwm w m _n or T-2... 1 / I ,..:,. ' 4....,. .�<-- Hep,wc alLwd xorr ..-=-.. - hop No:PPM - CITY OF WY,E, TEXAS Dm.03/14/2016 n w wooa Prateadonol sna,me a.w e[xo.. Ma eadMrnim m3wsa 1 j FARING/SECTIONS EFT TURN PLAN ss Prepared for Bloomfield Homes,1.1'. SontNeke,TX 76092 ' �I.z � rN FIRE LANE rES1 o: .rs r o-u r r.Inc rr' ..,.... ..e _a �E roan STAMPED CONPRE/Eess OP INTERLOCKING o es PAVING STONE I h IRE LANE PAGANS&}DINT DETAIL Z`, ,.A o, , Wylie East Drive FIRE LONE MARKING A, City of Wylie, OR 1: �-t,. Collin County, TX 1 L E LIN[PAVEMENT MARK NG DETAIL or NOSE FOR MEDIAN ISIANc .-,.ter ~ T CITY OF WYLIE [— I I T DETAILS 2 � e. ,�a P � I : 1; I s; t LANDSCp E MAINTENANCE R M i Preliminary -- tI l :!• ,,., } 1 > -1 CITY of NYLIE TEXAS ,„,.,. „,p, MONO-I MEDIAN NOSE - wm: 03/14/2016 PAVING/DETAILS DETAIL.OS MEDIAN PAVEMENT -- --„ --- She. 7 OP 11 02016 Westwood Professional Services,Inc _ l 11 Westwood �� aw �.:u Westwood Professional Services,me .m,n 1 - /� ..r n. Dallas Parkway,Sofa ISO M N� __.- - Pant T%]fi l Y I II anc _ Phone 12101073 060 • RAF.. Iesel Oa]"s1s0 FIRM NaP„]8 '- �.,,m a ,r3 mn U.r,,.r . rF.� -� SPADING DIAGRAM FOR TRANSVERSE JOINTS -"m """ lea IAW °;ms " TRANSVEF F AND,ONGITUDINAG linked: gp CONSTRUCTION JOINT — — Draw. DIM n. Aeon.Drawing by/date .,,E,.. -d ,ate, e z TFANS ERSE ANDLONGI DeINL 1_--f- d_SAWED DUMMY JOIN I »u area s v , ,4 wn.G MIDGE APPROACH SLAP. SUN document.s- �Herren a notWended fw GonrIrrelion.,Bidding or Pamir i uw,mr ssnosu-.m.o ssuan - � May were II, A Pars 11 r ram ,w.D.Dor, .m ,: GTY OF WYLIE, TEXAS eo w�aPro... tea.ro:st4aP __- Westwood Probational me rut.of ram etm e.Pladada.imea mnv56m +�. - PAVING/JOINTS LTRANSVERSE EXPANSION JOIN rn:r. �� �, Prepared fon Bloomfield Homes,LP. 1060 E.Highway 114,Suite 210 1 it --. , _-- Suluhlake,TX7FA92 11 -11 _ r FM,91■_ a 1 - - eE .„�w�i i' .. 1 1 i JX 1 H.r/. -- --_--__ �' SECTION D-D-STANDARD AND RECESSED INLETS PLAN-STANDARD INLET PLAN- INLET 4,2" 4.6,8 AND 10 FOOT INLETS n �� REINFORCING STEEL SCHEDULE ,se e ,n,""O 0L ®®a®® ,;; PLAN-STANDARD INLET enaa 9dRF ®O®® � u // P,e,A t M o ®M® , Wylie East Drive SECTION A A-RECESSED AND STANDARD INLETS / / � rz =®®NIMMi I 4,6,8.AND 10 FOOT INLETS I qiV) ,,„ ® OBf�®n 1 \.� . _ <n n ear I� �" I MME®®S I City of Wylie, (r r AS OF COVER ®� �M I Collin County, TX IQ 5'Q - mom ee �a m , MiNiiiMM ,gym . „, b � � �., r E mss CITY OF WYLIE' SECTION r_-r G. SECTION E-E ����- ' �� � _ o n.. DETAILS 3 1 ------- - BAR DIAGRAMS mew �C" Preliminary n rti Vnrrgu=sfor':,,egu'"",ffu`°'"°.°""""`°° �' j) CITY OF WYLIE,TEXAS •e„Y�s�m ewe,a«rareom>,w.�w.�wem eaa.p,,.,,�,.,.�oa..amw..ee.�.,. ...m,n,.e ,o.a�m,uwa ,_1 STANDARD CONSTRUCTION SETA sa nsr rumEmasnn arwmmr rsrm wr.wwuxa SECTION OF FRAME AND COVER SECTION A-A STORM SEWER/INLET Da. 03/14/2016 ,xaruruawcm wwuue m,x,e_remw,� _ SECTION 0-A INLET_FRAME.AND_CQAER a„E aPa.L,zoos sm-'.DaJt`. Sheet 8 OP 11 un a rms mu w.u.s w w vx4 0 2016 Westwood Professional Services,Inc. ,,,:c: '''' . ' Westwood 1 , . , , Westwood Prormslonal Services,Inc. MO North Dallas Parkway,Suite 2.00. 3 .X I • 3.,, , Plano,TX.098 MI.°. (210)079-6660 B EPrt SECA.A-A TOM. (880)837-5150 12 . 16 ANO 20 FOOT INLETS FIRM NO F-117. ww wwwww, MNM MENIMMINIMMEill ;Ai:..,Y I_ E., 1 „ , ,, MENIMMEMERMEME en:no: DSW MT 2.4,,J Drw= 0,s, ,''",'".,72,,,,,,,•%-`1,,,, '"'d....4-^g b9/date ., M. — , • BIM 'I - A , Revisions A ABEE :-. '__ A•'-A>,---Al:-- \ AL,, 1 PAR PE NDING DIAGRAMS _1_,_± MINEBNIESIBIZII Ibese documents are f w nap Review end vat 1 ,- ----- They were prepared by,or order dm mmoraon ofi RE.NFORCING STEEL SCHEDULE Heghwaring Re.No,98/A/ 1 / ''' , • CITY OF WYLIE, TEXAS We 08/14/2016 Wo.rood Pmfand Serdom.BMW ff.Teas . Ph=Reestradon 11.31736 _. SECTION D D SECTiON 13-13 STORM SEWER/INLET Prepared for: Bloomfield Homes,L1'. 41 1050 E.Highway 114,Suite 210 B Al Southhdoe,'IX 76092 - emeamimm w -s, p..inum„ . . --,- : _I I- ume- F.T1,111111:1.11.11zI:-..,,,- , .„„ , ....,.. ilirrir.,17.14,17 i k - .1E imval_r7omso 7.=:,IMO ' ..,,, -01- MI . =2.,„,,,, CT --1_ •=1 ...,1.-----Ffr-o. T:•- AI . du ii,c.- TOP TYPE A NP =.R..tk,5EAL.119 52 ILS1114 I rail C 67.4.%`d5Tilid:"1: i .24 ,,,,,,:,4,,,-F4,EX:- ''''''''' NH MA ,TIAA,-1.11 •i_AA-— 11_,_ ,r,. fi 01-r A. esc' DIScURROccc AR S.19,AB I A I' TYPE B SLORM,,,TM...MANKIE ,Clory A-A ,. ,,tir Wylie East Drive g t. , .• .g. Ill- -- 3ECTION A A 7.2.-aza.. ,GTION P-P 17,,ggg; ,IDIOM City of Wylie, %MI= NM STANDARD DROP INLET Collin County, TX CITY OF WYLIE' # 1 I I , DETAILS 4 ,,",,,,z.vg„, PLAN El-' ............. 1.1 Si OPTS CONCRETE HEADWALL 1 1 MI —t --A4_ ' Pr !.1 L,),...J..7'1/2- STANDARD DROP INLET APRON CITY OF WYLIE,TEXAS eliminary STANDARD CONSTRUCTION DETAILS DETAIL OF CONCRETE COLLAR FOR x.Q.p_.DR R C.A.P.CONNECTIONS STORM SEWER/INLET/DETAILS ,,,., 03/14/2016 ma 4oNT 5,14,EIE o.4cAvE inou-rsa 00 AEON5 s ,',, shogge 9 ox 11 00007.0DETAILS-WYLIE EAST dw, 02015 Westwood Professional Services,Inc 1 Icl,,r1 ,.../., /tr.—---, '""" - Westwood r ' ; Westwood Prakslonal Services,Inc ="i• .,...dr--;:-,.1 ,, I / -.,—....___, •...,,, , —'*11'.. .. .d.o.r..d .,r.dr ,'.'rd'Orrrt.-`,..d'n'L.-72"%dr drrr,' ,,,,dr,'d,rd' —..*:''' ' /::::",d,' .- dr 1 ,, '''"',:, .Z.-- '''.,.;:''' ., rn- , ,,,,,,„ ') '--,..____,,coo'''' rrr 'S. -. ' C. ,, ;‘!4.rA',,:...r,,,..7.,:, •, . , 7 1 piano-MM. Phone (2,4)2073 L.. 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''' ' '' '• q,i-,', ' -":,,,' '[. ,;,-..-' ' 1050 E.Highway 114,Suite 210 Southlake,TX 76092 SKEWED , -Ir. , I , T; 1, 1, INTER N WI ARE RADI SECTIOTH“LGUS CLEAR GROUND SPACE ADJACENT PROTECTED ZONE TO PEDESTRIAN PUSH BUTTON 1..1 // ''' ' "L. IIN[ ' I, ' cc JA; SKEWED INTERSECTION WITH SMALL RADIUS PERPENDICULAR ID BLOCK PLACEMENT ' ; „ Wylie East Drive • RAMPS r L , ...,, ,,,„„„, .rs94 PLACEMENT OF STREET FIXTURES ''''*- PEDESTRIAN FACILITIES .... 44 PEDESTRIAN FACIL I T 1E5 City of Wylie, NORMAL IS ION WITH SMALL Fi.AN U S CURB RAMPS CURB RAMPS Collin County, TX PED-I 2A ",./.66 66 ' 64.4.4., '44'646 PED-6 I 2A TYPICAL CROSSING LAYOUTS ... . 7XDOT PEDES7RL4N SIDEWALK TREATMENT AT DRIVEWAYS , , RAMP DETAILS 5 Preliminary Date 03/14/2016 she. 10 OP 11 0000,1DETP LS WV,EAST ciwg O m Q IQ 1 j$1 4+ L,J as Ii1iiIi sg •� I ' 1 <hh h 1 E I' !,4 a I,, s 3 sc s t i p 03 1 o a " . a iig 'u� it — y w 0 tI 3g. P�, aa' ah r J i 4s � 1 s 4J hK t §as,.. h h i T s h, ffi [. z i t c ,s , is $, z s g` f7� .. mZ's I O ., F U � s J N ..hhh ` ffi4.� 8� FF G d 2 3 SECTION 1 WYLIE EAST DRIVE COST SUMMARY LEWIS RANCH ESTATES Wylie, Texas Sta. 16+20 to Sta. 30+68.61 Description Unit Quantity Price Amount Excavation Prep ROW STA 15 500.00 7,250.00 Excavation ( Fill ) CY 7,840 6.20 48,608.00 Subtotal Excavation 55,858.00 Paving 8"-3600 psi conc. Pvmt. SY 5,200 39.10 203,320.00 7" Lime Stabilized Subgrade SY 6,200 2.55 15,810.00 Lime TN 110 150.00 16,500.00 Concrete Transition SY 550 49.75 27,362.50 Median Nose paving SY 50 45.00 2,250.00 Sawcut & Remove Ex. Drive LS 2 1,500.00 3,000.00 Connect to Exist Concrete Header LF 25 5.00 125.00 Connect to Exist HMAC LF 0 20.00 0.00 Saw cut existing curb LF 578 10.00 5,780.00 Concrete Street Header LF 25 15.00 375.00 5' Sidewalk SF 7,000 4.25 29,750.00 Pavement Markings LS 1 5,000.00 5,000.00 Traffic Control EA 0 3,500.00 0.00 Road Signs EA 7 475.00 3,325.00 2" PVC Conduit Under Paving LF 120 12.00 1,440.00 Barrier Free Ramp EA 5 1,300.00 6,500.00 Subtotal Paving 320,537.50 5/24/2016 2016-4-11 Wylie East Drive CE.xlsx SECTION 1 WYLIE EAST DRIVE COST SUMMARY LEWIS RANCH ESTATES Wylie, Texas Sta. 16+20 to Sta. 30+68.61 Description Unit Quantity Price Amount Utilities 10 ft. Rec. Inlet EA 2 4,200.00 8,400.00 18" RCP, Class III LF 46 41.50 1,909.00 21" RCP, Class III LF 106 41.50 4,399.00 7'x4' Box Culvert LF 110 353.00 38,830.00 Box Culvert Headwall EA 1 6,500.00 6,500.00 Misc. Storm Connections LS 3 700.00 2,100.00 Remove Existing Hdwl EA 1 1,350.00 1,350.00 12" Water LF 30 40.00 1,200.00 6 " Water LF 34 18.00 612.00 Fire Hydrant EA 1 4,700.00 4,700.00 Conn. To Existing 12 " Water EA 1 1,250.00 1,250.00 Conn. To Existing 6 " Water EA 1 1,250.00 1,250.00 Adjust Valve covers EA 9 150.00 1,350.00 Trench Safety LF 262 0.40 104.80 Subtotal Utilities 73,954.80 Misc. Erosion Control, Maintance LS 1 6,000.00 6,000.00 Utility Relocation LS 1 5,000.00 5,000.00 Retaining Wall LS 1 10,000.00 10,000.00 Landscape and Irrigation LS 1 5,000.00 5,000.00 Signal Modification at SH 78 EA 1.00 50,000.00 50,000.00 Street Lights (incl. conduit outside paving) EA 0 2,500.00 0.00 Relocate Existing Utility Poles LS 0.00 5,000.00 0.00 Subtotal Misc. 76,000.00 Subtotal 526,350.30 Engineering and Surveying 9 % 47,371.53 Contingency 10 % 52,635.03 Testing 15,000.00 Maintenance Bond 4,000.00 TOTAL COST 645,356.86 5/24/2016 2016-4-11 Wylie East Drive CE.xlsx THOROUGHFARE IMPACT FEES REVENUE FY West East Total 2007 $ 87,883 $ 419,255 $ 507,138 2008 $ 434,169 $ 713,809 $ 1,147,978 2009 $ 217,404 $ 354,901 $ 572,306 2010 $ 176,366 $ 346,477 $ 522,844 2011 $ 480,838 $ 303,212 $ 784,050 2012 $ 998,112 $ 42,675 $ 1,040,786 2013 $ 264,356 $ 198,289 $ 462,645 2014 $ 638,779 $ 282,992 $ 921,770 2015 $ 686,951 $ 758,223 $ 1,445,174 2016 $ 63,226 $ 218,773 $ 282,000 Total $ 3,984,859 $ 3,419,833 $ 7,686,691 EXPENSES West East $ 3,033,835 $ 2,728,000 $ 5,761,835 Available $ 951,024 $ 691,833 $ 1,924,856 Table 1A-Thoroughfare Capital Improvement Plan City of Wylie 2014 Impact Fee Update PROJECT BOUNDARY PROJECT LENGTH TOTAL COST COST OF TOTAL PROJECT ARTERIAL NUMBER FROM TO EXISTING DESCRIPTION (ft) W/O INTEREST INTEREST COST FM 1378 W2A N.of Lakeway S.of N.Parker Rd. 2 lanes Build a 6-lane divided section 1,150 $ 3,492,000.00 $ 1,833,300.00 $ 5,325,300.00 Woodbridge Pkwy. W5A FM 544 Hooper Rd 4 lanes Build a 6-lane divided section 5,500 $ 2,061,000.00 $ 1,082,025.00 $ 3,143,025.00 McMillen Road W6 McCreary Rd FM 1378 4 lanes Build a 6-lane divided section 8,400 $ 9,454,000.00 $ 4,963,350.00 $ 14,417,350.00 Hensley Lane(East) W9 Hooper Rd McCreary Rd --- Build a 2-lane undivided section 5,100 $ 3,379,000.00 $ 1,773,975.00 $ 5,152,975.00 Woodbridge Pkwy. W10 Hooper Rd South City Limit --- Build 4-lanes of future 6-lanes 1,050 $ 875,800.00 $ 459,795.00 $ 1,335,595.00 Park Boulevard W11 FM 1378 Westgate Way 2 lanes Build 4-lanes of future 6-lanes 4,850 $ 4,925,000.00 $ 2,585,625.00 $ 7,510,625.00 Park Boulevard W12 City Limit Skyview --- Build 4-lanes of future 6-lanes 1,550 $ 1,053,550.00 $ 553,114.00 $ 1,606,664.00 Park Boulevard W13 Skyview City Limit 2 lanes Build 4-lanes of future 6-lanes 1,300 $ 1,688,750.00 $ 886,594.00 $ 2,575,344.00 Sanden Boulevard W14 FM 544 SH 78 2 lanes Build a 4-lane divided section 3,700 $ 2,770,500.00 $ 1,454,513.00 $ 4,225,013.00 Ann Drive W15 Kamber Lane Franklin Lane --- Build a 2-lane undivided section 800 $ 608,700.00 $ 319,568.00 $ 928,268.00 Jackson Avenue W16 Brown Street Parker Road --- Build a 2-lane undivided section 850 $ 640,100.00 $ 336,053.00 $ 976,153.00 Birmingham Street W17 Marble Street Brown Street --- Build a 2-lane undivided section 750 $ 580,400.00 $ 304,710.00 $ 885,110.00 N.Ballard Avenue W18 SH 78 Brown Street 2 lanes Study to Improve Capacity 1,750 $ 50,000.00 $ 26,250.00 $ 76,250.00 Forrest Ross Road W19 Railroad Tracks Park Boulevard 2 lanes Build a 4-lane divided section 2,650 $ 1,675,650.00 $ 879,716.00 $ 2,555,366.00 Sub Total $ 33,254,450.00 $ 17,458,588.00 $ 50,713,038.00 Alanis Drive El SH 78 S Ballard 3 lanes Build a 4-lane undivided section 6,100 $ 3,507,200.00 $ 1,841,280.00 $ 5,348,480.00 South Ballard Ave. E7 Alanis Drive County Line 2 lanes Build a 4-lane divided section 6,200 $ 6,667,500.00 $ 3,500,437.50 $ 10,167,937.50 Pleasant Valley Rd. E7A S.Ballard Avenue South City Limit 2 lanes Realign&Build 4-lane divided 7,850 $ 8,342,300.00 $ 4,379,707.50 $ 12,722,007.50 FM 544 E8 JW Akin Lane Vinson Road 2 lanes Build a 4-lane divided section 13,500 $ 13,960,600.00 $ 7,329,315.00 $ 21,289,915.00 Alanis Drive El1 City Limit Troy Road --- Build a 4-lane divided section 1,200 $ 1,396,100.00 $ 732,952.50 $ 2,129,052.50 Stone Road E12 FM 544 East City Limit 2 lanes Build a 4-lane divided section 9,400 $ 9,524,600.00 $ 5,000,415.00 $ 14,525,015.00 Sachse Road E13 County Line South City Limit 2 lanes Build a 4-lane divided section 2,600 $ 4,400,000.00 $ 2,310,000.00 $ 6,710,000.00 County Line Road E14 FM 544 Troy Road 2 lanes Build a 4-lane divided section 5,000 $ 5,002,900.00 $ 2,626,522.50 $ 7,629,422.50 Kreymer Lane E15 SH 78 City Limit 2 lanes Build a 4-lane divided section 5,050 $ 5,046,200.00 $ 2,649,255.00 $ 7,695,455.00 Troy Road E16 City Limit East Fork 2 lanes Realign&Build 4-lane divided 3,750 $ 3,783,900.00 $ 1,986,547.50 $ 5,770,447.50 Wylie E Drive E18 SH 78 School Driveway 2 lanes Build a 4-lane divided section 1,500 $ 1,574,400.00 $ 826,560.00 $ 2,400,960.00 is 8...,-1..y B.. E l3 8,.,1—,,R.,,J B..),LL.A. ®uIIJ,-L I,.——.J1„1,1 J—.J.,.. 1,.,88 $ 1,3.,3,888.88 $ 888,1.,8.88 $ 1,3 61,,J8.88 Collins Boulevard E20 Current End East Fork --- Build a 2-lane undivided section 5,300 $ 3,449,200.00 $ 1,810,830.00 $ 5,260,030.00 Forrest Ross Road E21 SH 78 Park Boulevard 2 lanes Build a 4-lane divided section 3,600 $ 2,686,350.00 $ 1,410,333.75 $ 4,096,683.75 Park Boulevard E22 City Limit Spring Creek Pkwy. --- Build 4-lanes of future 6-lanes 2,700 $ 1,835,300.00 $ 963,533.00 $ 2,798,833.00 Park Boulevard E23 Spring Creek Pkwy. Centennial 2 lanes Build 4-lanes of future 6-lanes 850 $ 577,800.00 $ 303,345.00 $ 881,145.00 Park Boulevard E24 Centennial SH 78 4 lanes Build a 6-lane divided section 1,200 $ 815,950.00 $ 428,374.00 $ 1,244,324.00 Park Boulevard E24A Bridge Railroad Bridge 1,000 $ 5,732,150.00 $ 3,009,379.00 $ 8,741,529.00 Sub Total $ 82,562,950.00 $ 43,345,549.75 $ 125,908,499.75 CIP PROJECT TOTALS: $ 115,817,400.00 $ 60,804,137.75 $ 176,621,537.75 Costs based on 50%of EOPCC by Halff Associates Paving&Drainage prorated for length out of 13,600'total Based on 50%of Dallas County Opinion of Cost(No Breakdown) City of Wylie-2014 Roadway Impact Fee Update Page 3 If W7 M ar. 2uxd dl � III I l — — 411404,4i ,° l �(J1 1/1 JJ1 fr ifl l m \5 monooi ioiimiorriie W10 £ ws � —: . 4, rn 5-4 1 7 n i„'�. FM 1-fl w 2 ,,,,,,,, -� � Louuh,Club R d � '� �A'AAAAAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII� '.'.'.:- m w2 , w2A 1 / saadr���a,e",,d�IIIIIII � W 14 '—' cam II / r� g �a.c ll r � f I %' � III li IIII F"a F, )° rOrii/„E 7 q 0 e n aic � 6 9 / F ` wquuuu� 18 / tl�� mM1 � P IWI ,. r ' n _ W �,,, Road ��j M , ,,,® I h.lmot J S v CJ �W ikrvtLs�• i IIII,a ti W u k�i II p 7E8► , � J E m .1 0, IAIL Rd w19 ��� � � � ank,Laao m / .,»��,, �/ a tii� _� E21 001 / I. ,,,/ ,,,,,. m cn Iro _.„ , . . A �aF1 C , ,. F r �E 16 j�,������.�r/r E 15' E 24 d E17 K Ymca LEE o � U J— P Crook R d .. II III, r s _ U0 v co c, W ,, m ��anexaad A A O 0 D A v z I' E18 E 00 mA = ry c , ` o E12 a-I E s a. m m w. 4 m*m 1]A > m D ; f Z Se .I Waters Consulting CITYWYLIE Market Update Compensation Study CouncilCity Presentation -_ _ 28, 2016 o F Presented Linda G. W_ __ d _ _ _- Project Manager, Senior Consultant Copyright Cam?2014 by The mega Group, c.AD rights reserved. Overview of the Market Update Study • Customized compensation survey • Market Comparisons — Data Analysis • Develop New Pay Structures and Pay Grade Assignments • Fiscal Impact Analysis • Final Report Documenting Project Methodology and Findings Segal Waters Consulting 2 Market Comparison arket Survey Benchmarks • Commonality of positions • Competition for jobs/talent • Location/proximity • Services provided • Comparable in size and operating budget to ensure strong matches • Other criteria as determined Segal Waters Consulting 3 Market Comparison arket Survey Benchmarks SURVEYED EMPLOYERS = Responded to Survey Peer Employers City of Carrollton City of Frisco City of Garland City of Keller City of Lancaster City of McKinney City of Plano City of Richardson City of Rockwall City of Rowlett City of Sachse 100% Response Rate Segal Waters Consulting 4 Benchmark Job Titles Surveyed by Pay Plan Executive Pay Plan ➢ Assistant City Manager ➢ Finance Director ➢ Assistant Fire Chief ➢ Fire Chief ➢ Assistant Police Chief ➢ Human Resources Director (new) ➢ City Engineer Director ➢ Library Director ➢ City Manager ➢ Police Chief ➢ City Secretary ➢ Public Services Director ➢ Director Development Services Fire Pay Plan ➢ Battalion Chief ➢ Fire Inspector/Investigator ➢ Fire Captain ➢ Fire Marshal ➢ Fire Driver ➢ Firefighter/Paramedic General Pay Plan ➢ 911 Communications Manager ➢ Library Clerk/Shelver ➢ Accounts Payable Specialist ➢ Maintenance Worker 2 ➢ Administrative Assistant ➢ Parks and Recreation Superintendent ➢ Animal Control Officer ➢ Payroll Specialist ➢ Assistant Public Works Superintendent I ➢ Plans Examiner ➢ Benefits and Recruiting Specialist ➢ Permit Technician ➢ Building Inspector ➢ Police Records Clerk ➢ Chief Building Official ➢ Recreation Manager ➢ Dispatcher ➢ Reference Assistant-Adult ➢ Electronic Services Librarian ➢ Senior Planner ➢ Fleet Maintenance Coordinator ➢ Traffic Signal Technician (new) ➢ Heavy Equipment Operator ➢ Utility Billing Clerk ➢ IT Manager ➢ Utility Billing Supervisor ➢ IT Systems Analyst ➢ Water Quality Specialist Police Pay Plan ➢ CID Detective ➢ Police Lieutenant ➢ Jailer (new) ➢ Police Officer ➢ Police Corporal ➢ Police Sergeant Segal Waters Consulting 5 Geographic Adjustments - Cost of Labor Geographic Peer Employer Adjustment City of Carrollton -0.50% City of Frisco -2.20% City of Garland -0.50% City of Keller 4.40% City of Lancaster 0.20% City of McKinney 0.40% City of Plano -0.50% City of Richardson -0.60% City of Rockwall 0.30% City of Rowlett 0.1 0% City of Sachse -0.50% -7T- Segal Waters Consulting 6 WORKWEEK ADJUSTMENTS Peer Employer 1 General 1 Work Week I Sworn Fire Work Week 1 Law 1 Work Week Adj I I Adj = Enforcement 1 Adj City of Carrollton 40 0.00% 56 0.00% 48 0.00% City of Frisco 40 0.00% 56 0.00% 48 0.00% City of Garland 40 0.00% 56 0.00% 48 0.00% City of Keller 40 0.00% 56 0.00% 48 0.00% City of Lancaster 40 0.00% 56 0.00% 48 0.00% City of McKinney 40 0.00% 56 0.00% 48 0.00% City of Plano 40 0.00% 56 0.00% 48 0.00% City of Richardson 40 0.00% 56 0.00% 48 0.00% City of Rockwall 40 0.00% 53 5.66% 48 0.00% City of Rowlett 40 0.00% 56 0.00% 48 0.00% City of Sachse 40 0.00% 56 0.00% 48 0.00% City of Wylie 40 NA 56 NA 48 NA Segal Waters Consulting 7 Market Analysis Customized Salary survey Results • Competitive market position • Relationship of new structure with survey statistics • Strategic design of new structure- width of ranges and number of grades, number of structures > Assignment of current employees in new structure Segal Waters Consulting 8 Market Analysis Competitive Position MARKET POSITION ACROSS ALL BENCHMARKS = PAY ONLY1 City of Wylie Pay Ranges as a Percent of the Market Average Pay Pay Pay Actual Range Range Range Salary Minimum Midpoint Maximum Private Sector 87% 88% 88% NA Public Sector 97% 93% 89% 91 % Overall 97% 92% 89% 91% 'Base pay rates have been adjusted for geographic differences in the cost-of-labor (Refer to slide #6) Segal Waters Consulting 9 Current Police Structure ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Police Criminalist P1 $46,011.31$47,161.59$48,340.63$49,549.15$50,787.88$52,057.57$53,359.01$54,692.99$56,060.31$57,461.82$58,898.37$60,370.83 Police Recruit II CID Detective P2 $50,732.15$52,000.46$53,300.47$54,632.98$55,998.80$57,398.77$58,833.74$60,304.59$61,812.20$63,357.51$64,941.44 Police Officer Police Corporal P3 $58,833.74$60,304.59$61,812.20$63,357.51$64,941.44$66,564.98$68,229.10 Police Sergeant P4 $69,175.64$70,905.03$72,677.66$74,494.60$76,356.97$78,265.89 Police Lieutenant P5 $80,049.17$82,050.40$84,101.66$86,204.20$88,359.31 Segal Waters Consulting 10 Proposed Police Structure Position Grade Step 0 Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 Step 7 Step 8 Step 9 Step 10 Step 11 Police Recruit P1 48,313 49,521 50,759 52,028 53,329 54,662 56,029 57,429 58,865 60,337 61,845 63,391 Crime Scene Technician 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% Police Officer P2 55,560 56,949 58,373 59,832 61,328 62,861 64,433 66,044 67,695 69,387 71,122 72,900 CID Detective 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% Police Corporal P3 66,896 68,568 70,282 72,039 73,840 75,686 77,578 79,518 81,506 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% Police Sergeant P4 77,485 79,422 81,407 83,442 85,528 87,667 2.50% 2.50% 2.50% 2.50% 2.50% Police Lieutenant P5 90,206 92,461 94,772 97,142 99,570 102,059 2.50% 2.50% 2.50% 2.50% 2.50% Segal Waters Consulting 11 Current Fire Structure ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Firefighter/Paramedic F1 $48,433.00 $49,643.82 $50,884.92 $52,157.04 $53,460.97 $54,797.49 $56,167.43 $57,571.61 $59,010.90 $60,486.18 $61,998.33 A Fire Inspector F2 $50,884.92 $52,157.04 $53,460.97 $54,797.49 $56,167.43 $57,571.61 $59,010.90 $60,486.18 $61,998.33 $63,548.29 Fire Driver Fire Inspector/Investigator F3 $53,424.27 $54,759.88 $56,128.87 $57,532.10 $58,970.40 $60,444.66 $61,955.77 $63,504.67 $65,092.29 Fire Lieutenant F4 $66,719.59 $68,387.58 $70,097.27 $71,849.70 $73,645.95 $75,487.10 Fire Captain F5 $77,061.71 $78,988.26 $80,962.96 $82,987.04 Fire Marshal F6 $85,061.71 $87,188.26 $89,367.96 $91,602.16 Battalion Chief F7 $88,989.94 $91,214.69 $93,495.06 $95,832.44 Segal Waters Consulting 12 Proposed Fire Structure Position Grade Step 0 Step"t Step 2 Step 3 Step 4 Step 5 Step 6 Step 7 Step 8 Step 9 Firefighter/Paramedic F1 55,103 56,480 57,893 59,340 60,823 62,344 63,902 65,500 67,138 68,816 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% Fire Inspector/Investigator F3 60,703 62,220 63,776 65,370 67,004 68,680 70,397 72,157 73,960 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% Fire Driver F4 70,909 72,682 74,499 76,362 78,271 2.50% 2.50% 2.50% 2.50% Fire Captain F5 86,299 88,456 90,668 92,934 95,258 97,639 2.50% 2.50% 2.50% 2.50% 2.50% Fire Marshal F6 87,163 89,342 91,575 93,865 96,211 98,617 101,082 103,609 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% Battalion Chief F7 92,497 94,810 97,180 99,609 102,100 2.50% 2.50% 2.50% 2.50% Segal Waters Consulting 13 GENERAL STRUCTURE CURRENT VS. PROPOSED Proposed Structures Current Structures 100 $24,032.04 $29,439.25 $34,846.46 100 $23,364.49 $28,037.38 $32,710.28 101 $25,714.29 $31,500.00 $37,285.71 101 $25,000.00 $30,000.00 $35,000.00 102 $27,514.29 $33,705.00 $39,895.71 102 $26,750.00 $32,100.00 $37,450.00 103 $29,440.29 $36,064.35 $42,688.41 104 $31,501.11 $38,588.85 $45,676.60 103 $28,622.50 $34,347.00 $40,071.50 105 $33,706.18 $41,290.07 $48,873.97 104 $30,626.08 $36,751.29 $42,876.51 106 $36,065.61 $44,180.38 $52,295.14 105 $32,769.90 $39,323.88 $45,877.86 107 $38,950.87 $47,714.81 $56,478.76 106 $35,063.79 $42,076.55 $49,089.31 108 $42,066.93 $51,531.99 $60,997.05 107 $37,868.90 $45,442.68 $53,016.46 109 $45,432.29 $55,654.56 $65,876.82 108 $40,898.41 $49,078.09 $57,257.77 110 $49,066.87 $60,106.91 $71,146.96 109 $44,170.28 $53,004.34 $61,838.39 111 $52,992.22 $64,915.47 $76,838.72 110 $47,703.90 $57,244.68 $66,785.47 112 $58,291.45 $71,407.02 $84,522.60 111 $51,520.22 $61,824.26 $72,128.30 113 $65,286.42 $79,975.86 $94,665.31 112 $56,672.24 $68,006.69 $79,341.13 114 $73,120.79 $89,572.97 $106,025.15 113 $63,472.91 $76,167.49 $88,862.07 115 $84,088.91 $103,008.91 $121,928.92 114 $71,089.65 $85,307.59 $99,525.52 116 $96,702.25 $118,460.25 $140,218.26 Segal Waters Consulting 14 Proposed General Structure Position Grade Min Mid Max Library Clerk/Shelver 100 $24,032.04 $29,439.25 $34,846.46 Maintenance Worker 2 103 $29,440.29 $36,064.35 $42,688.41 Police Records Clerk Reference Assistant-Adult Utility Billing Clerk Administrative Assistant 104 $31,501.11 $38,588.85 $45,676.60 Permit Technician Animal Control Officer 105 $33,706.18 $41,290.07 $48,873.97 Heavy Equipment Operator Jailer (new) Accounts Payable Specialist 106 $36,065.61 $44,180.38 $52,295.14 Dispatcher Payroll Specialist 107 $38,950.87 $47,714.81 $56,478.76 Traffic Signal Technician (new) Water Quality Specialist Benefits and Recruiting Specialist 108 $42,066.93 $51,531.99 $60,997.05 Building Inspector -;:vr Segal Waters Consulting 15 Proposed General Structure (Continued) Position Grade Min Mid Max Fleet Maintenance Coordinator 109 $45,432.29 $55,654.56 $65,876.82 Plans Examiner Utility Billing Supervisor Electronic Services Librarian 110 $49,066.87 $60,106.91 $71,146.96 IT Systems Analyst 112 $58,291.45 $71,407.02 $84,522.60 Recreation Manager Senior Planner 911 Communications Manager 113 $65,286.42 $79,975.86 $94,665.31 Assistant Public Works Superintendent Parks and Recreation Superintendent 114 $73,120.79 $89,572.97 $106,025.15 Chief Building Official 115 $84,088.91 $103,008.91 $121,928.92 IT Manager -;:vr Segal Waters Consulting 16 EXECUTIVE STRUCTURE CURRENT VS. PROPOSED Proposed Structures Current Structures IA $71,111.11 $87,111.11 $103,111.11 I $71,111.11 $80,000.00 $88,888.89 IB $109,259.26 $118,000.00 $126,740.74 II $85,333.33 $96,000.00 $106,666.67 IC $96,326.53 $118,000.00 $139,673.47 III $102,408.00 $110,450.00 $118,492.00 II $103,069.39 $126,260.00 $149,450.61 IV $102,400.00 $115,200.00 $128,000.00 III $113,376.33 $138,886.00 $164,395.67 V $122,880.00 $138,240.00 $153,600.00 IV $130,382.78 $159,718.90 $189,055.02 VI $159,744.00 $179,712.00 $199,680.00 V $155,155.50 $190,065.49 $224,975.48 47 Segal Waters Consulting 17 Proposed Executive Structure Position Grade Min Mid Max City Secretary IA $71,111.11 $87,111.11 $103,111.11 Assistant Fire Chief IB $109,259.26 $118,000.00 $126,740.74 Assistant Police Chief $109,259.26 $118,000.00 $126,740.74 City Engineer Director IC $96,326.53 $118,000.00 $139,673.47 Human Resources Director (new) $96,326.53 $118,000.00 $139,673.47 Director Development Services $96,326.53 $118,000.00 $139,673.47 Library Director $96,326.53 $118,000.00 $139,673.47 Finance Director II $103,069.39 $126,260.00 $149,450.61 Public Services Director $103,069.39 $126,260.00 $149,450.61 Fire Chief III $113,376.33 $138,886.00 $164,395.67 Police Chief $113,376.33 $138,886.00 $164,395.67 Assistant City Manager IV $130,382.78 $159,718.90 $189,055.02 City Manager V $155,155.50 $190,065.49 $224,975.48 Segal Waters Consulting 18 Proposed Executive Structure Position Grade Min Mid Max City Secretary IA $71,111.11 $87,111.11 $103,111.11 Assistant Fire Chief IB $109,259.26 $118,000.00 $126,740.74 Assistant Police Chief $109,259.26 $118,000.00 $126,740.74 City Engineer Director IC $96,326.53 $118,000.00 $139,673.47 Human Resources Director (new) $96,326.53 $118,000.00 $139,673.47 Director Development Services $96,326.53 $118,000.00 $139,673.47 Library Director $96,326.53 $118,000.00 $139,673.47 Finance Director II $103,069.39 $126,260.00 $149,450.61 Public Services Director $103,069.39 $126,260.00 $149,450.61 Fire Chief III $113,376.33 $138,886.00 $164,395.67 Police Chief $113,376.33 $138,886.00 $164,395.67 Assistant City Manager IV $130,382.78 $159,718.90 $189,055.02 City Manager V $155,155.50 $190,065.49 $224,975.48 Segal Waters Consulting 19 Fiscal Impact Analysis PS Part General Part Time Executive Fire Time Police Total Current Base Salary $6,823,108.36 $1,253,284.24 $1,390,432.42 $2,869,411.78 $144,783.34 $3,941,923.10 $16,422,943.24 Number of Employees 152 97 11 42 8 60 370 New Range Minimum Adjustment $50,810.11 $13,940.57 $0.00 $64,750.69 Adjustment Percent 0.7% 1.1% 0.0% 0.4% Number of Employees Receiving Adjustments 45 48 0 93 Percent Receiving Adjustments 29.6% 49.5% 0.0% 25.1% 2.5% Time in Position Adjustment $152,313.17 $46,042.72 $91,437.26 $289,793.15 Adjustment Percent 2.2% 3.7% 6.6% 1.8% Number of Employees Receiving Adjustments 56 71 8 135 Percent Receiving Adjustments 36.8% 73.2% 72.7% 36.5% Adjustment Matching Same Step in New Structure $304,381.18 $4,111.10 $186,108.34 $494,600.62 Adjustment Percent 10.6% 2.8% 4.7% 3.0% Number of Employees Receiving Adjustments 42 7 59 108 Percent Receiving Adjustments 100.0% 87.5% 98.3% 29.2% Total Adjustments $203,12328. $59,983.29 $91,437.26 $304,381.18`. $4,111.10 $186,108.34 $849,144.45 Total Adjustment Percent 3.0% 4.8% 6.6% 10.6% 2.8% 4.7% 5.2% Salary Above Maximum Value Current Structure 12 1 0 10 1 8 32 Proposed Structure 5 0 0 0 1 0 6 "TrSegal Waters Consulting 20 Implementation Recommendations Projected implementation cost: $849,144.45 Recommend one-time implementation of new pay structure and grade assignments effective October, 2016. Pay adjustments will be reflected on first full pay period of the new fiscal year beginning Oct. 10t" Segal Waters Consulting 21 Further Questions _ ,, - a -N -— I---- 77 - -----ii.ii:- -":- '-_— -L-_,:-L.— 4 0 ._ _ _ ._, , ....__ , ._.__________ _____ ____ __..._.,,„..___=„.... _ _ _==„ :=,____ NW-- : L._ =-3 ---NNW-------,„ - ,---.i-' ;--- aiL. ::- ':' '':' _-„- --- _,=___ _-7 -'' ---,-; _ - - IS Segal Waters Consulting 22