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HomeMy WebLinkAbout2020-05-12 Regular Meeting PacketAGENDA NOTICE OF A REGULAR COUNCIL MEETING VIA TELEPHONE/VIDEO CONFERENCE City of Anna City Council Tuesday, May 12, 2020 NOTICE IS HEREBY GIVEN in accordance with order of the Office of the Governor issued March 16, 2020, the City of Anna will conduct its Regular Meeting scheduled at 6:30 p.m. on Tuesday, May 12, 2020, located at Anna City Hall, 111 N. Powell Parkway, Anna, Texas 75409 by telephone or video conference in order to advance the public health goal of limiting face-to-face meetings (also called "social distancing") to slow the spread of the Coronavirus (COVID-19). This Notice and Meeting Agenda, and the Agenda Packet, will be posted online at www.AnnaTexas.gov. The telephonic/video meeting is hosted through Zoom and Facebook. To access the meeting please visit www.annatexas.gov to retrieve the URL by the date and time of the meeting. The public will be permitted to offer public comments electronically, as provided by the agenda and as permitted by the presiding officer during the meeting. We are encouraging neighbors, who wish to speak, to complete a Speaker Registration Form and submit to City Secretary Carrie Land (cland@annatexas.gov) by 5:00 PM so it may be read into the record. The form is found on the website at the following link: https://www.annatexas.gov/DocumentCenter/View/2233/Council-Speaker-Sign-In- Sheet?bidld= 1. Call to Order, Roll Call and Establishment of Quorum. 2. Invocation and Pledge of Allegiance. 3. Citizen Comments. At this time, any person may address the City Council regarding an item on this meeting agenda that is not scheduled for public hearing. Also, at this time any person may address the Council regarding an item that is not on this meeting agenda. Each person will be allowed up to three (3) minutes to speak. No discussion or action may be taken at this meeting on items not listed on this agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. 4. Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a reminder about an upcoming event organized or sponsored by the governing body, information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality; and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. a. Proclamation - May 2020 Motorcycle Awareness Month 5. Consent Items. These items consist of non -controversial or "housekeeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. a. Approve Council Minutes for April 18, April 28, and May 2. (City Secretary Carrie Land) b. Approve a Resolution approving the Guillermo & Wendy Lopez Development Plat. (Director of Development Services Ross Altobelli) c. Approve a Resolution approving the Final Plat for the NBR Anna Addition, Block A, Lot 1. (Director of Development Services Ross Altobelli) d. Approve a Resolution approving the Final Plat for Park Place at Anna Phase 2. (Director of Development Services Ross Altobelli) e. Approve a Resolution approving the Site Plan for NBR Anna Addition, Block A, Lot 1. (Director of Development Services Ross Altobelli) Approve a Resolution approving the Final Plat for The Villages of Hurricane Creek, Phase 1. (Director of Development Services Ross Altobelli) g. Approve an Ordinance Amending the FY 2020 Budget (Finance Director Dana Thornhill) h. Approve a Resolution of the City of Anna, Texas approving and authorizing the City Manager to act on the City's behalf in authorizing the execution of a lease contract for a Vactor 2100i Combination Sewer Cleaner from Kinloch Equipment & Supply, Incorporated with lease terms not to exceed the financial obligations shown in Exhibit "A" attached hereto, and providing for an effective date. (Director of Public Works Greg Peters, P.E.) 6. Consider/Discuss/Action on a Resolution to approve funding for Engine 2 equipment. (Fire Chief Ray Isom) 7. Consider/Discuss/Act on a Resolution adopting the Economic Development Strategic Plan. (Economic Development Director Joey Grisham) 8. Public Hearing and Consider/Discuss/Action on an Ordinance of the City of Anna, Texas; amending the Anna City Code of Ordinances by amending Chapter 9 Planning and Development Regulations; Article 9.03 Design Standards; Divisions 1 through Division 9; providing for a penalty for any violation of this ordinance not to exceed $2,000; providing for savings and severability, and repealing clauses; providing for an effective date; and providing for the publication of the caption hereof. (Director of Public Works Greg Peters) 9. Consider/discuss/approve a resolution of the City of Anna, Texas approving and authorizing the City Manager to execute a Roadway Impact Fee Reimbursement Agreement by and between the City of Anna, Texas and Anna Crossing 40PGE, Limited, a Texas Limited Partnership, as shown in Exhibit "A" attached hereto, and providing for an effective date. (Director of Public Works Greg Peters, P.E.) 10. Presentation to the City Council with an update on the utility rate study and initial utility rate findings. (Director of Public Works Greg Peters, P.E.) 11, Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. (If there is no need to address any other such agenda item, the Mayor shall adjourn this meeting). 12. Adjourn. There being no further business before the Council, we will consider this meeting adjourned at p.m. This is to certify that I, Carrie L. Smith, City Secretary, posted this agenda at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 5:00 p.m. on May 8, 2020 Carrie L. Land, City Secretary 1. The Council may vote and/or act upon each of the items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-3325 two working days prior to the meeting so that appropriate arrangements can be made. THE CITY OF Anna AGENDA ITEM: Proclamation - May 2020 Motorcycle Awareness Month SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Proclamation Item No. 4.a. City Council Agenda Staff Report Meeting Date: 5/12/2020 Upload Date Type 5/6/2020 Presentation Cttp of Anna, jrexa5 Proclamation MOTORCYCLE AWARENESS MONTH May 2020 WHEREAS, Motorists are reminded to be alert and help keep motorcyclists safe, and motorcyclists are reminded to make themselves visible to other motorists; and WHEREAS, Motorcyclists have all the same rights and privileges as any motor vehicle driver on the roadway, and all road users are reminded to pay attention at all times; and WHEREAS, The simple rules of motorcycle safety include being trained and licensed, wearing protective gear, riding unimpaired, and riding within personal limits; and WHEREAS, Motorcycle awareness campaigns help inform riders and motorists about safety issues and remind us to safely share the road. NOW, THEREFORE, I, Nate Pike, Mayor of the City of Anna, Texas, do hereby proclaim the month of May 2020 as: MOTORCYCLE AWARENESS MONTH in the City of Anna, Texas and urge all residents to do their part to increase safety and awareness in our community. 7n nitness where f have hereunto set m� hanol this 12th da ,v f oap 2020 and called this seal tr be q*cd Nate Pike, Mayor THE CITY OF Anna AGENDA ITEM: Item No. 5.a. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve Council Minutes for April 18, April 28, and May 2. (City Secretary Carrie Land) SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description April 18, 2020 Minutes April 28, 2020 Minutes May 2, 2020 Minutes Upload Date Type 5/6/2020 Exhibit 5/6/2020 Exhibit 5/6/2020 Exhibit Anna City Council MINUTES WORKSHOP Saturday, April 18, 2020 1. Call to Order, Roll Call and Establishment of Quorum Mayor Pike called the meeting to order at 8:03 AM. All Members were present. Council Member Beazley joined the meeting at 9:41 AM. 2. Citizen Comments. None. 3. Presentation/Consider/Discuss/Action on the City Strategic Plan. (City Manager/City Council) No action taken. 4. Adjourn. Mayor Pike adjourned the meeting at 12:47 PM. Approved on May 12, 2020. Mayor Nate Pike City Secretary Carrie L. Land ANNA CITY COUNCIL MINUTES REGULAR SESSION April 28, 2020 1. Call to Order/Roll Call and Establishment of Quorum Mayor Pike called the meeting to order at 6:30 PM. All Council was present. 2. Invocation and Pledge of Allegiance. Mayor Pike led the invocation and pledge. 3. Citizen Comments. At this time, any person may address the City Council regarding an item on this meeting agenda that is not scheduled for public hearing. Also, at this time any person may address the Council regarding an item that is not on this meeting agenda. Each person will be allowed up to three (3) minutes to speak. No discussion or action may be taken at this meeting on items not listed on this agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. Kelly Patterson - Herndon - Had questions regarding Lakeview Park rules, Item 5. b. Cheryl Armstrong - stated concerns with holding the July 4th event, Item 8. See attached Exhibits. 4. Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a reminder about an upcoming event organized or sponsored by the governing body; information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality, and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. a. The Director of Economic Development will provide the City Council with an update on the department and the Community Development and Economic Development Corporations. (Director of Economic Development Joey Grisham) Director of Economic Development Joey Grisham gave Council an update on developments. b. Recognition of Noah McElwey. (Mayor Pike) Mayor Pike recognized Noah McElwey for serving the healthcare works and first responders by providing them with "ear savers". 5. Consent Items. These items consist of non -controversial or "housekeeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. Consent Agenda Items 5. b. was removed from consent. a. Approved Council Meeting Minutes for March 26, April 1, and April 14. (City Secretary, Carrie Land) b. Approve Ordinance Amending the City of Anna's Swimming, Boating and Fishing Regulations in City Parks and Providing Rules for Lakeview Park (Managing Director of Community Services Ashley Stathatos). Lakeview Park located in Lakeview Subdivision recently came online and is now part of the City of Anna's Park System. Rules governing the use of the lake at the park are necessary for neighbors to be able to enjoy the lake amenity in a safe manner. The ordinance brought before the City Council encompasses the rules and regulations voted on and recommended by the Parks Advisory Board at their February meeting. The rules and regulations for swimming, boating and fishing pertain to any body of water in any city park. -Fishing is permitted from the banks of creeks, ponds and lakes. -Fishing is limited to catch and release only. -Motorized boats are not permitted. -Swimming is not permitted except in special circumstances authorized by the City Manager or their representative. The rules and regulations for swimming, boating and fishing in Lakeview Park are specific to the use of the lake in Lakeview Subdivision and do not apply to other bodies of water within city parks. -Non-motorized boats are permitted in Lakeview Lake. -A US Coast Guard approved wearable flotation device is required for any person on board any boat. -Careless, reckless behavior is prohibited. -Boating after dark and during inclement weather is prohibited. -Persons utilizing the lake at Lakeview Park do so at their own risk and the City of Anna disclaims all liability for personal injury and damage to personal property. -All other rules are the same as noted in the section above. Any person violating this ordinance is subject to removal and suspension from Lakeview Park and a fine not to exceed $2,000. Law enforcement officers are authorized to enforce this ordinance. AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE ANNA CITY CODE OF ORDINANCES BY AMENDING CHAPTER 10, STREETS, PARKS AND OTHER PUBLIC WAYS AND PLACES; ARTICLE 10.02, PARKS, RECREATION AND SPECIAL EVENTS; DIVISION 2, GENERAL PARK REGULATIONS; SECTION 10.02.032, SWIMMING, BOATING AND FISHING; PROVIDING FOR A PENALTY FOR ANY VIOLATION OF THIS ORDINANCE NOT TO EXCEED $2,000; PROVIDING FOR SAVINGS, SEVERABILITY, AND REPEALING CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. MOTION: Council Member Toten moved to approve. Counci Member Vollmer seconded. Motion carried 6-0. c. Approve the Quarterly Investment Report for the Period Ending March 31, 2020 (Finance Director Dana Thornhill) The City's portfolio as of quarter ending March 31, 2020 earned an average yield of 1.68%%. The total year to date interest earnings are $491,951. d. Approve a Resolution of the City of Anna, Texas approving and authorizing the City Manager to act on the City's behalf in authorizing the payment of invoices for the re-routing and underground placement of Oncor transmission lines and the extension of new electrical facilities for the City of Anna Municipal Complex in an amount not to exceed two hundred thirty nine thousand six hundred eighty-six dollars and sixty-eight cents ($239,686.68), and providing for an effective date. (Director of Public Works Greg Peters) In September of 2019 the City Council approved a resolution to initiate the early site work package for the Municipal Complex. In November of 2019 the City Council approved a resolution granting the necessary permanent electrical easements required for the relocation of existing overhead Oncor electric lines to the perimeter of the site. The existing property had overhead electric lines in direct conflict with the new Municipal Building. Therefore, the lines had to be moved. Placing the lines underground provides for a more visually appealing complex. The cost to re-route the existing Oncor transmission lines and extend new electrical facilities to the project was budgeted at $250,000.00 through Municipal Bond Funds. The work was done in combination by Lee Lewis and Oncor Electric. The total final cost for this work is $239,686.68. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND AUTHORIZING THE CITY MANAGER TO ACT ON THE CITY'S BEHALF IN AUTHORIZING THE PAYMENT OF INVOICES FOR THE RE-ROUTING AND UNDERGROUND PLACEMENT OF ONCOR TRANSMISSION LINES AND THE EXTENSION OF NEW ELECTRICAL FACILITIES FOR THE CITY OF ANNA MUNICIPAL COMPLEX IN AN AMOUNT NOT TO EXCEED TWO HUNDRED THIRTY NINE THOUSAND SIX HUNDRED EIGHTY-SIX DOLLARS AND SIXTY-EIGHT CENTS ($239,686.68), AND PROVIDING FOR AN EFFECTIVE DATE. e. Approve a Resolution approving the Minor Plat for Anna Industrial Park, Block A, Lots 1 & 2. (Director of Development Services Ross Altobelli) Office - showroom/warehouse and single-family dwelling, detached on two lots on 20.5± acres located on the south side of Farm -to - Market 2862, 1,482± feet east of North Sherley Avenue. Located within the extraterritorial jurisdiction (ETJ). A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE ANNA INDUSTRIAL PARK, BLOCK A, LOTS 1 AND 2, MINOR PLAT 6. Consider/Discuss/Action regarding approval of an ordinance extending the declaration of disaster and public health emergency. (City Manager Jim Proce) On Tuesday, March 17, 2020, the Mayor signed a declaration of disaster and public health emergency in response to the COVID-19 pandemic. The signed declaration was effective for seven days. At this time, the declaration would need to be extended should the Council wish to keep it in place beyond April, 30, 2020. Previously, the declaration has subsequently been extended on March 24, March 26, and April 14, 2020. Staff recommends that the declaration of disaster and public health emergency be maintained in alignment with pending State executive orders. No action taken. 7. Consider/Discuss/Action on an Ordinance of the City of Anna, Texas; amending the Anna City Code of Ordinances by amending Appendix A, Fee Schedule; providing for a penalty for any violation of this ordinance not to exceed $500; providing for savings and severability, and repealing clauses; providing for an effective date; and providing for the publication of the caption hereof. (Director of Public Works Greg Peters) The City of Anna has an existing process for the engineering plan review on private land development projects. The current process requires the developer to submit a $2,500 payment, which is held by the City. Funds are then paid to the 3rd party engineering consultant (currently Birkhoff, Hendricks, & Carter) on a pay as you go basis for their time spent reviewing plans. The current process requires excessive tracking by both Finance and Public Works staff, as the developer may be required to pay more, or the City may be required to reimburse unused funds back. Due to the timing of invoicing, projects may be approved and go to construction prior to the City realizing that the developer owes additional money for plan review. In addition, when the developer submits their plans, they have no idea how much money the plan review process will cost them. Staff is proposing a flat fee process, which is more efficient for City staff and provides developers with a known fee schedule they can budget for. Staff believes that the revised process will benefit staff and the development community by removing "red -tape" processes and providing more efficient and cost effective processes, while ensuring that a thorough plan review is completed. AN ORDINANCE OF THE CITY OF ANNA, TEXAS; AMENDING THE ANNA CITY CODE OF ORDINANCES BY AMENDING APPENDIX A, FEE SCHEDULE; PROVIDING FOR A PENALTY FOR ANY VIOLATION OF THIS ORDINANCE NOT TO EXCEED $500; PROVIDING FOR SAVINGS AND SEVERABILITY, AND REPEALING CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. MOTION: Mayor Pike moved to approve. Council Member Toten seconded. Motion carried 6-0. 8. Consider/Discuss/Action on a Resolution approving a Special Event Permit to the Greater Anna Chamber of Commerce for the Annual 4th of July Fireworks Show (Ashley Stathatos Managing Director of Community Services). Kevin Hall, President/CEO of the Greater Anna Chamber of Commerce, has submitted a Special Event Permit Application to hold the Annual July 4th Fireworks Show in the evening at Coyote Stadium and Slayter Creek Park. The estimated attendance is 2,000 people. The primary activity would be the fireworks show, and there would be some food and beverage vendors as well. The Parks Advisory Board usually meets to review special event permit applications and makes recommendations to the City Council regarding such requests. They did not meet this past month since non -essential meetings are not being held. Even if they had met, they do not have the authority to make recommendations regarding public gatherings during the Declaration of Disaster and Public Health Emergency. Therefore, there is no recommendation from the Parks Advisory Board regarding this request, and staff is requesting that the City Council take action on this special event permit request. There is much to consider in regards to holding the annual July 4th event this year due to the uncertainty surrounding COVID-19 and the impact it will continue to have on public gatherings. Staff has outlined options for the City Council to consider for the July 4th event below and issues surrounding each option. • Approve the permit for July 4th at Coyote Stadium and Slayter Creek Park. If the City Council approves the permit, then, staff would need to work with the Chamber to plan a safe event for Anna neighbors. This would take additional resources. The stadium and park facilities would need to be sanitized prior to and after the event. There would need to be signage regarding safety protocols during the event and supplies and materials dedicated to maintaining appropriate distancing between neighbors. Disinfectant would need to be made readily available including sanitizing wipes and hand sanitizer. Additional manpower would be required to ensure compliance with the additional safety protocols and social distancing requirements. • Approve the permit for July 4th at another location where neighbors could watch the fireworks show from their vehicles. This would require the show be moved to an area with a high volume of parking such as Anna Town Center. Additional policing would be required to ensure groups of 10 did not gather and congregate in close proximity to each other. The price of the fireworks show would increase. The fireworks contract requires an additional 20% or $3,400 to be added to the costs if the location is moved. It is likely that a higher level show could be necessary for adequate viewing which would increase the costs of the fireworks show as well. • Postpone the event to a future date. The pyrotechnics company is allowing cities to postpone their fireworks shows to within 9 months of their contract date if they are postponed due to COVID-19 mandates. If the fireworks show is postponed, there would not be an event on the patriotic holiday. However, this would allow more time for the curve to flatten and the suspension of the special event permits to be lifted. Even if the show is postponed, staff anticipates that additional safety protocols and social distancing requirements will need to be put in place until things resume back to normal. • Cancel the event for this year. If the show should be cancelled due to COVID-19 special event permit suspensions, there is likely to be disappointment form neighbors that look forward to attending the fireworks show each year. The Greater Anna Chamber of Commerce would not receive their $8,500 non-refundable retainer back. MOTION: Council Member Toten moved to approve. Council Member Bryan seconded. Motion carried 4-2. Council Member's Vollmer and Miller opposed. 9. CLOSED SESSION (EXCEPTIONS) None. Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. Consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code §551.071) 10. Consider/Discuss/Action on any items listed on the posted agenda or any closed session occurring during this meeting, as necessary None. 11. Adjourn. Mayor Pike adjourned the meeting at 8:14 PM. Approved on the May 12, 2020. Mayor Nate Pike ATTEST: City Secretary Carrie L. Smith Anna City Council MINUTES WORKSHOP Saturday, May 2, 2020 1. Call to Order, Roll Call and Establishment of Quorum Mayor Pike called the meeting to order at 8:00 AM. All Council Members were present. Council Member Miller and Beazley entered at 8:30 AM. 2. Citizen Comments. None. 3. Presentation/Consider/Discuss/Action on the City Strategic Plan. (City Manager/City Council) 4. Adjourn. Mayor Pike adjourned the meeting at AM. Approved on May 12, 2020. Mayor Nate Pike City Secretary Carrie L. Land THE CITY OF Anna AGENDA ITEM: Item No. 5.b. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve a Resolution approving the Guillermo & Wendy Lopez Development Plat. (Director of Development Services Ross Altobelli) SUMMARY: Single-family dwelling, detached on one lot located on the west side of CR 479, 1,495± feet south of CR 429. Located within the extraterritorial jurisdiction (ETJ). Strategic Connection This items supports the City ofAnna Strategic Plan, specifically advancing: Goal 2: Sustainable Anna Community Through Planned, Managed Growth STAFF RECOMMENDATION: The Planning & Zoning Commission recommended approval. ATTACHMENTS: Description Locator Exhibit A Resolution Upload Date Type 4/28/2020 Exhibit 4/28/2020 Exhibit 5/4/2020 Resolution EXHIBIT A ANNA VICINITY MAP not to scale 429 CN:=ylI DESCRIPTION LEGEND STATE OF TEXAS COUNTY OF COLLIN SRS = STEEL ROD SET SRF = STEEL ROD FOUND BEING all that tract of land in Collin County, Texas, out of the Mark R. Roberts Survey, A-742, and being all of that called 5.410 acres of land described in a deed to Guillermo Lopez and Wendy Lopez as recorded under CC# 20190131000100580 of the Official Public Records of Collin County, Texas, and being further described as follows: BEGINNING at a pk nail found in the center of County Road No. 479, at the Northeast corner of said Lopez tract, at the Southeast corner of that called 25 acres of land described in a deed to Bett T. Hager as recorded in Volume 5013, Page 1025 of the Land Records of Collin County, Texas; F.M. 455 v THENCE South 01 degrees 31 minutes 55 seconds West (Directional Control Line), 310.81 feet along the center of said County Road No. 479 to a point at the Southeast corner of said Lopez tract, and at the Easterly most Northeast corner of that called 6.794 acres of land CALLED 25 ACRES described in deed to Reyes Daniel Rodriguez as recorded under CC# 20190403000353610 of the Official Public Records of Collin County, Texas, from which a 518 inch steel rod set bears BETTY T. HAGER North 89 degrees 42 minutes 53 seconds West, 30.00 feet for witness; VOL. 5013, PG. 1025 THENCE North 89 degrees 42 minutes 53 seconds West, 739.64 feet to a 518 inch steel rod set at the Southwest corner of said Lopez tract, and at an ell corner of said Rodriguez tract; THENCE North 00 degrees 17 minutes 07 seconds East, 325.07 feet to a 518 inch steel rod set at the Northwest corner of said Lopez tract, at the Northerly most Northeast corner of said S 88°20'S6" ES 89°16'14" POINT OF Rodriguez tract, and on the South line of said 25 acres; S 88°28'42" E 540.53' Fence 66.52' 139.50' '112 (10 BEGINNING THENCE along the North line of said Lopez tract as follows: 5/8"SRs 1/2'SRF "S PK NAIL "GEER 3258" "RPLS 5674" LOPEZ DEVELOPMENT PLAT I FOUND Center of Road is Property Line. South 88 degrees 28 minutes 42 seconds East, 540.53 feet to a 112 inch steel rod found N N O ^I I capped "Geer 3258", i� 5.410 ACRES 40' R.O.N. -a O I RESERVATION I South 88 degrees 20 minutes 56 seconds East, 66.52 feet to a 112 inch steel rod found LO N CALLED 5.410 ACRES I PROPOSED w I o capped "RPLS 5674"; Q 0O GUILLERMO LOPEZ PHASE II 0) W WENDY LOPEZ LIVING AREA J I I South 89 degrees 16 minutes 14 seconds East, 139.50 feet to the POINT OF BEGINNING, W CCU 2019D I Z I D00100580 ml containing 5.410 acres or 235,679 square feet of land. W Q PROPOSED PHASE 1 310' N L o QQ W N O FT LIVINGSAREA�" FLOOD ZONE NOTE: c� �z z I . o o.o Subeject tract located in Zone 'X' as scaled from F.I.R.M. 48085C0070J, dated June 2, 2009. � v I of ^� o Zone 'X' — "Areas determined to be outside the 0.2% annual chance floodplain." PROPOSED DRIVE 5/8'SRS Average width of Road N 89°42'53" W 739.64' 518"SRS pavement = 21.5' Note: ® 30.00' N Easement to Grayson —Collin Electric, Vol. 1927, Pg. 603 — Blanket. MARK R. ROBERTS SURVEY, A— 742 0 Z Note: Verify exact location of underground utilities prior to construction. a Note: A11 518 inch steel rods set have red plastic cap stamped "Boundary Solutions" REMAINDER OF 0 CALLED 135.609 ACRES cl� Note: Bearings based on Texas State Plane Coordinate System, Texas North Central Zone 4202, NAD83. 2727 DEVELOPMENT 3, LP Note: Selling a portion of this addition by metes and bounds is a violation of City Subdivision Ordinance CC# 20180517000602130 3 and State Platting Statutes and is subject to fines and withholdings of utilities and building certificates. 0 U CERTIFICATE OF APPROVAL APPROVED on this the Council, City of Anna, Texas. Mayor City Secretary day of , 20____- by the City The plat as shown hereon was prepared from an on -the -ground survey performed under my supervision during the month of January, 2019; the visible improvements on the ground are as shown on the survey; there are no visible intrusions, protrusions, overlapping of improvements or conflicts found except as shown on the survey plat. Development Plat April 22, 2020 Matthew Busby R.P.L.S. No. 5751 M ■ SCALE: 1 " = 100' 0' 100' 200' GUILLERMO & WENDY LOPEZ DEVELOPMENT PLAT 5.410 ACRES MARK R. ROBERTS SURVEY, A-742 COLLI N COUNTY, TEXAS SURVEYOR: 300, 400' Boundary Solutions 116 McKinney St. Farmersville, TX 214-499-8472 OWNER: Guillermo Lopez 11023 Ferguson Road Dallas, TX 75228 214-649-6188 APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA APPROVED MAY123 2020 CITY COUNCIL CITY OF ANNA G.F.# 195016 B.S.I.Job# 1901 —018 CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE GUILLERMO AND WENDY LOPEZ DEVELOPMENT PLAT. WHEREAS, in order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Article 9.02 of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Guillermo and Wendy Lopez have submitted an application for the approval of the Guillermo and Wendy Lopez Development Plat. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS THAT: Recitals Incorporated The recitals above are incorporated herein as if set forth in full for all purposes. Approval of Development Plat. The City Council hereby approves the Guillermo and Wendy Lopez Development Plat, attached hereto as Exhibit A. PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 12th day of May 2020. ATTEST: APPROVED: City Secretary, Carrie L. Land Mayor, Nate Pike THE CITY OF Anna AGENDA ITEM: Item No. 5.c. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve a Resolution approving the Final Plat for the N B R Anna Addition, Block A, Lot 1. (Director of Development Services Ross Altobelli) SUMMARY: Concrete batching plant (permanent) on one lot on 10.0± acres located at the northeast corner of Collin County East Outer Loop and CR 418. Zoned 1-1, Light Industrial District with Specific Use Permit-8472-2020 for concrete batching plant (permanent). Strategic Connection This items supports the City of Anna Strategic Plan, specifically advancing: Goal 2: Sustainable Anna Community Through Planned, Managed Growth STAFF RECOMMENDATION: The Planning & Zoning Commission recommended approval. ATTACHMENTS: Description Locator EXHIBITH Resolution Upload Date Type 4/28/2020 Exhibit 5/8/2020 Exhibit 5/4/2020 Resolution E FOSTER CROSSING RD ,{{{n �.11 11 a .1 �I .I 11 �� .I 11 �I .I 11 11 11 Il �I .l �1 11 .I �I 11 .I - • • • ' • / 111 11 .1 1M1m1=1M1M1M1M1MIM1 M1M1M COUNTR Reviev N 1 " ❑ 50' 0 25 50 a � z z z D a O LL U O z U O U 0 0 Z • F— Z 0 V a � z z a � OOU z H J U OU 1 /2"IRF 40.00' POB CALLED 360.545 ACRES HARLAN PROPERTIES, INC. DOC. NO. 20121228001650300 O.P.R.C.C.T. L - rt- - O O LC) to N N r 0 p O CD ii "X" CUT I SET c�0 00 e- c� 0 Z Q 0 Z c 0 60.02' EXHIBIT A 1 OF2 JAMES F. HOUSTON AND PATRICIA A. WARTMAN DOC. NO. 94-0029986 O.P.R.C.C.T. COLLIN COUNTY CITY OF ANNA CA C) L6 CV CV 0 °Co 0.25 ACRE / 10,803 SE. FEET Z R.O.W. DEDICATION BY THIS PLAT i L L S.G. JOHNDROE, III, TRUSTEE / VOLUME 4891, PAGE 5294 O.P.R.C.C.T. L N 89052'20" E 498.75' L 458.75' i 230' TEXAS POWER & LIGHT CO. EASEMENT VOL. 1346, PG. 898 D.R.C.C.T. L N 45005'03" W / 28.28' L COLLIN Pr❑gym 2002.054-02 EAGLE SURVEYING, LLC D❑F❑ 210 S. E[E] ST❑❑Q S❑-1[]: 104 04/24/2020 D ❑ ❑❑�, TX 76201 EAGLE F940 ❑222-3009 Dr❑� JDC SURVEYING TX Ffll Ill 0194177 �643.93' S 89054'57" W 703.95' REDI-MIX, LLC, DOC. NO. 20190517000554290 O.P.R.C.C.T. 1 /2"IRF O O / O r w / to_ ---L - - - - - -- - 4) / 24' FIRE LANE EASEMENT 4) O N BY THIS PLAT / yy — — CIRS I L I flBao@a A II II / COLLIN COUNTY CITY OF ANNA N 89059'12" E 972.89' Rv EY, D W E B ApCT %0 33 ABgTR 1 /2"IRF N 00 ti 00 r 4 qqt CD O m LOT 36 CREEKSIDE ACRES, PHASE II CABINET N, PAGE 667 P.R.C.C.T. LOT 35 LOT 37 L WTI i LOT 1 w a 1/2"CIRF"CX, 9.71 ACRES Q °RPLs 4613° 422,943 S �. FEET W ro I w � z I � L W 21'' /CLS LIJ ro CIRS � �O R.O.W. DEDICATION TO COLLIN COUNTY OF 1( J`( C�O�LAt� DOC. O 20 80625000773290 G00N� - q O.P.R.C.C.T. O V 3 Cj 0 R.O.W. DEDICATION TO j w` Cif ` ``� COLLIN COUNTY 0 y DOC. NO. 20081205001392370 / G O.P.R.C.C.T. / CITY OF ANNA COLLIN COUNTY COUNTY OUTER LOOP SURVEYOR E❑❑®Sr1mom❑, LLC C ❑❑Uum 1111111 C ❑❑ 210 S. EIll Sirl❑4 S❑m: 104 D ❑❑FF1❑, TX 76201 F940 F-222-3009 ENGINEER H ❑❑ LILL]r E ❑❑[E]F-t ❑q I ❑❑ C ❑❑gym S [E]m H ❑❑ ❑ E P.O. B -1❑ 294527 L ❑❑ TX 75029 :972 ❑906-9985 OWNER R&R Oil ❑❑❑Pr❑C-rmq LA. C C❑gym R ❑❑d 110 ❑ ❑❑❑ 721 E. M ❑® S[r❑❑❑ L❑❑ems TX 75057 L972 ❑436-8200 COLLIN COUNTY 1/2"IRF CITY OF ANNA ------- - (i-� (� CALLED 15.889 ACRE R.O.W. DEDICATION TO COLLIN COUNTY TOLL ROAD AUTHORITY DOC. NO. 20090626000800470 O.P.R.C.C.T. LEGEND PG ❑ PAGE VOL []VOLUME POB ❑ POINT OF BEGINNING IRF [I IRON ROD FOUND CIRF ❑ CAPPED IRON ROD FOUND DOC. NO. - DOCUMENT NUMBER D.R.C.C.T. -1DEED RECORDS, COLLIN COUNTY, TEXAS O.P.R.C.C.T. -]OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 555.01' 2614.00' 12°09'55" S 78°27'24" W 553.97' APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA FINAL PLAT CALLED 3.754 ACRE R.O.W. DEDICATION TO COLLIN COUNTY TOLL ROAD AUTHORITY DOC. NO. 20090626000800480 O.P.R.C.C.T. APPROVED MAY123 2020 CITY COUNCIL CITY OF ANNA NBRANNAADDITION LOT 1, BLOCK A ZONED: /-1 (SUP) BEING 9.96 ACRES OF LAND SITUATED IN THE D.W.E. BABB SURVEY, ABSTRACT NO. 33, CITY OF ANNA, COLLIN COUNTY, TEXAS PAGE 1 OF 2 EXHIBIT A 20F2 GENERAL NOTES ■■ ■■ ■■■■ ■■111111 ■III■III 111 ■ ■■III ■■ ■111111111■111■■■ ■■■ . fill■ ■ fi■■■■■111■• 2.) TaID Lir Lair nu IID Lunind IID "N ❑a=�Laid Lid ❑❑❑❑ X" ❑madaID❑ ® ®❑ F.E.M.A. FLaid 1 ❑az)-❑❑m II Milli d ❑lilid Jill][] 6, 2009 ❑❑ Ell[][][] ❑❑ M ❑❑ N ❑❑ ❑1i 48085C0160J. 3.) 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B -i❑ 294527 L❑❑n-FF--, TX 75029 1972 906-9985 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS, R&R OWENS PROPERTIES, LTD, ❑ ❑❑ EIEIrIEIr ❑❑❑ 9.96 ❑a ❑ ar❑m❑❑®❑d Fillil❑❑d ®❑❑ D.W.E. BABB SURVEY, ABSTRACT NUMBER 33, Cm ❑❑ A❑❑❑, C❑mC❑❑1 11-IT❑mq ❑❑❑❑ CID❑r❑❑❑❑dEr ❑❑❑❑❑FT]Md 11.26 ❑i]r❑ Ca❑m❑❑®❑d m❑mmd ❑❑WC]-r❑❑TID❑❑d ®R&R O❑❑❑❑Pr❑❑C]r❑ I LTD., r❑CI]-d❑d IID D❑m❑ ❑❑awl❑❑ ❑ar 20080515000591970, SAVE AND EXCEPT ❑❑❑111❑m❑❑❑❑d m❑mmd ❑ C❑m C❑I r❑EErd❑d aID D❑m❑ [][][IN DE ❑ate 20081205001392370, O ®UP❑❑m R ❑mrd ❑ ❑uC ❑m C ❑❑❑IIII T ❑mq ❑❑d ❑❑®❑ ❑ a'❑ ❑a" =nriai d ❑LLII➢❑d ❑❑ ❑ ❑®❑ ❑❑d ❑❑❑❑d ❑ ❑❑ 21m❑ Q BEGINNING ❑❑❑ 1/2-®m Ir❑❑ rixi ®❑❑d ❑❑®❑ NErTri IEEE rEur ❑❑FFA 11.26 -EtE Ca❑E� ❑❑®❑ IT ®❑ E❑m®❑ ❑❑❑ mIIIDd 360.545 ❑ITE ®❑m❑C A d❑m ®❑d IE ❑ d❑❑d ® Ha7a❑❑ Pr❑❑dram❑ r❑LLrd❑d IID D❑m❑ ❑❑III❑❑ ❑a7 20121228001650300, O®LIP Lau R❑LLrd❑ ❑F-C-I❑❑ C❑❑❑4 T❑mq ❑❑®❑ ❑❑❑❑ S❑❑LLI❑❑mm ❑a Ell ®❑m❑❑IID❑d d❑I- ®❑d ®❑ d❑❑d ® S.G. J❑❑❑dr❑q III, Tr❑TT]q r❑CI]-d-d U V❑uE ❑ 4891, P❑❑❑ 5294, O ❑❑Cp❑❑III➢ R❑md❑ ❑❑C❑m C❑❑❑11 T❑mq ❑❑d ❑❑aID❑ ❑❑a" ❑❑a" L11❑ m❑aID'm❑ ❑❑C 11❑❑L11 R ❑Lid N ❑❑ ❑a' 418 ❑ THENCE NC] -CID 89052'20" E❑M d❑❑C]-®❑ ®❑ E❑m®❑ ❑❑mad 360.545 ❑a-❑ TOM ❑® C❑❑ NC] -CID ®❑ Ell mid- 11.26 ❑Cr❑ T❑m❑❑d ®❑ m❑ ❑ ❑❑ S❑❑® ®❑ ❑❑mad J❑❑❑dr❑❑ TLIILL� ❑ dMLLL ❑❑498.75 ®❑❑®❑ 1/2-®m Ir❑❑ r❑d ❑m a7❑❑❑ ❑❑® m❑ =Llald "EAGLE SURVEYING" m❑❑❑®❑ S❑❑®❑❑mm❑a" ❑❑Fud J❑❑❑dr❑❑ IP❑= THENCE NFiC❑ 00005'06" E❑CIS ❑® ®❑ m❑ ❑ ❑❑ FFME ❑❑mad J❑❑❑dr❑❑ ®❑CT l ❑ dI ElIT1 ❑❑ll 04.00 ®❑❑®❑ 1/2-®m Ir❑❑ r❑d ITI ❑❑❑-i Na ®❑❑mCI Erna- ❑❑mad J❑❑❑dr❑❑ 1❑m❑❑d ❑❑II➢❑ IID ®❑ S❑❑LEI m❑ ❑❑❑ IV❑m❑❑a❑❑d d❑LL [❑ad 2 ❑ d❑❑d aID R❑dAA" LLC, r❑LLrd❑d IID D❑m❑ ❑❑❑N❑❑ LFIr 20190517000554290, O®❑ P ❑❑® R ❑ETrd ❑ ❑❑C ❑m C ❑❑❑M T ❑mm THENCE NorLu 89059'12" E❑IT ❑m LuL NLriiii m❑ ❑❑mad 11.26 LLr ii ar❑m❑Dd LuL m❑ ❑ ❑❑ m❑ ❑❑mad RLid AAEI; LLC Fr❑L� ❑d=Lim ❑L972.89 ®❑❑®❑ 1/2-aIDm Ir❑❑ r❑d ®❑❑d ❑❑®❑ Na-CID❑❑MUIFIE- ❑❑mad 11.26 ❑ar❑ Ca❑ll� ❑❑IID❑ ❑❑CID❑ S❑❑FFI❑❑mm ❑Eir ❑❑mad IIII-- T❑ LLC r❑❑� ❑❑d ❑❑❑❑ [E III[] W❑m®❑ ❑❑❑ ®❑m❑❑ UDd d ❑LLiraID❑d IID ❑ d ❑❑d ® J ❑❑❑ II ❑❑d ❑ ®, P ❑❑1L M a II➢, r❑LLrd ❑d aID II ❑❑❑N ❑❑ ❑Lr 20151216001566690, O ❑❑❑❑P ❑❑m R❑cord ❑ ❑❑C ❑m C ❑❑❑IIII T❑mm THENCE S❑❑FE00044'17" W❑ JJ ❑IIID ®❑ E❑m®❑ ❑❑mad 11.26 ❑ar❑ ®❑m❑❑d ®❑ m❑ ❑ ❑❑ TrEl ❑❑mid II ir❑rl� ❑dI EIITI ❑❑187.82 CID❑❑CID ❑ 1/2-®m ©❑❑ r❑d ❑ m ❑II➢Lln m❑ =Lj ❑❑d "RPLS 4613" ®❑❑d ❑❑ ®❑ S ❑❑aID❑❑m IZ]-❑a ❑a"❑❑4 ❑❑ID❑ ❑❑ ®❑ S ❑❑®❑ ❑m LLI-❑a" ❑❑ mad M ❑-al➢ Ir❑L� ❑❑d ❑❑ini IL ®❑ N ❑-I11]a" n r®❑I 1111 ❑❑ THE ❑❑C ❑m C ❑❑❑Cm 011511 L ❑❑❑❑ THENCE ❑ ®❑❑ S ❑❑® m❑ ❑a ❑❑❑❑❑d ❑❑ N a ❑ate❑ r❑❑011I ❑❑ m❑ mad C ❑m C ❑❑❑❑ O ❑1 L ❑❑❑ I❑❑ ®m❑ ❑❑ Fora] 13 ❑maw S❑❑'IT 72°22'27" W❑ill ❑ dEFMFIFT 233.49 77-7 F 1/2- 7T rr-l❑ r❑d ❑® CT❑❑❑ ❑III]CIIID m❑ iIID❑ ❑❑d "EAGLE SURVEYING" CII❑❑❑❑❑ ❑❑❑I❑❑[EE ❑❑❑ tangent curve to the right, having a radius of 2,614.00 feet, delta angle of 12009'55", chord bearing and distance of South 78°27'24" West, 553.97 feet; A❑❑❑ mad m m, ❑❑ C]-❑ d IIII❑❑[ I ❑❑555.01 CID❑❑I❑ ❑ 1 /2-IIDm ©❑❑ r d h❑❑d ❑ ■Lim : •' - ■■■ ■ • mIE■■■ 1111703.95 111111111111 ■■ ■IIII■■■ IE ■■FIE ■I■ illiEr illiEr nl■ ■■■FI Lin■ ■■ ■Fir. Ciiiiiiiiii 1I NiiiiiiEr 418, ■■111■ nl■ ■11111■ ■■■■■ ■■ ■■■■[d 11.26 FIE ■ r■■■■■• ■■111■ ■■EII■ S ■■111■■■■■■ ■■ ■■■■[i H ■ 111E - ■■■ 1111E I ■■ r■■T THENCE Na-❑ 00°01'42" W❑aT d❑❑dram❑ ❑❑ Na-❑ raID❑a�❑0❑❑❑ m❑ ❑❑mad C-M C❑❑❑LTO❑IIIr II ❑w III11 W❑mm❑ ❑❑md 11.26 111 lfl❑m❑❑d ❑❑ m❑ ❑ ❑❑ ®❑ ❑❑mId Ha-®❑ Pr❑❑a-®q I❑❑ TIICIS ❑ dCIIID❑m 1111265.06 FE❑❑® ®❑ POINT OF BEGINNING ❑i]d ITIEUIIDIID❑ 9.96 ❑[r[IE -r 433,746 m❑ TE CID❑❑❑❑®❑d, ❑ a❑ Fir [Ulm OWNER'S DEDICATION STATE OF TEXAS § COUNTY OF COLLIN § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT,- OWENS PROPERTIES,• ■■■ ■■ ■■■ ■• ■■■EIEIII ■Illn . ■mill■■IIII■ ■■ ■111 • ■FIE 111■• ■ ■■■ 111 En NBR ANNA ADDITION,■ ■• • 11111E 111 111E CFFM ■■ ` ■■■ ■■ ■■• • ■■■ Ellir ■■■ • ■• 111■111 IE 111E mill ■111 111 111E ■■■IIII ■■■ E[Er ■■■ 111E ■fi■■EII ■■• ■IIII■■ ■■■■ ■ FEEir ■■ ■■ ■r■■11E ■■• ■IIII■■ Er ■ • ■• 111■111• EII [Tr ■■■■■ ■■■■■ ■■ ■■■■■ ■■111 ■■• ■■■IIII ■■■ Er ■■■ ■■ ■■■■ ■ Eir ■ . ■• 111■111• FIT 111E ■■■IIII ■■■ FEr FIE-Fir,Hit 111E ■■ ■■■■■ 111. 111■111• ■■ 111111 ■Illn N ■ ■■Ei 111■■ LULL■■ r■■■ ■■ ■■■ Lr 11111■ 111 ■ ■■■■ ■■111 Lr ■ ■■ III■ ■■■111■■ ILLILILALLUd Lr ■III■■. ■■■■ Lair, ■ FIE ■■■ 111E ■■■■■ ■■11E ■■ ILLILILI ■ ■■■■■■L1■■Ill■• ■■■■■ m ■ ■■■■ ■■nl ■ ■■ ■■ ■IEEE• IE luiE ■■■■■ ■■■■■ ■Lim 111 ■■■ ■■■• ■■ FI■ nn E]EIAEI[][-1 IEl ■. • Fm■ ■FuIIE ■■■■■ ■FIFE ■ ■■ ■IE■ ■■ ■■■• Tir FEE] ■ ■n1■■■■■ ■■- ■■■■■ ■ ■• ■IIII■ ■■mill■■■IIII ■noon■ . ■■rL1L 111 ■■■ Lr ■■111■ 111E ■■■ ■ ■■111■1 111E ■■■■■ ■■■Im IIII 111E ■■■ 111 ■■ 1111■111 ■111111111■ ■Fir ■■■ ■■ ■■■IIII [I [I ■■TT] ■■■■ • 111■111 rill IIII■ ■■■Ilu ■ ■■• IIII ■■ ` ■■■ ■ ■■■ 111E Elmo Tru IIII ■■' ■■■ ■■• ■■■IIII ■11111111 ■■EIIIII■ ■■■IIII■■■ 111E [EETIF11 rEE ■■■ ■■• ■■■■ ■■ ■■■• EIFI[Ir ■■ 11E ■■ ■■■ ■■Ifi 111■■ 111■■■■ [rlul ■■ ■■■ Lr Liallir Li ■ ■■■■ ■■111 or ■ ■■ 111E ■ ■III■ ■ ■■ III ■■■ ■ ■■ ■■• LILLILr Lir 111111 111 ■ ■ IIII 111E ■■■■r■■EIII■ ■ ■IIIIII■■■■■ ■ ■nEnm■■■ ■■n1■r rElFEIFIInn■ ■■Lim■ ■ IE ■Fir• ■■■■■ ■FIFE TEEI nn ■■ ` ■■■ ■■• ■■■Lin ■ TrF ■■nnn■ ■■■IE■■■TFM ■■ ■■■■ 111E nlnl IE■■■■n1■ ■■■ ■■. ■■ ■■■ III ■ If L111 111■r ■■■■Inn■ ■■■■■ ■■■1 111 111E ■■ ■■■■ ■■■■■■r■■EIII■ ■■■■Fir■■IIII■ 111E■■■IIII■ ■■1111I 11■ ■ ■111111111111■ rL1DdFTLl ■ ■111 ■ ■■• ■• • 111E 111 Lr rLILI ■■111■ ■111 ■ [][]rill] 11■11E■r rElFEIFI■IIII■ ■■mill■ ■ ■ IIII■■■111■ ■■■■■■IIII ■■■■■ IIII ■ 11F]EIrETI-Ir 111E ■■ ■ 111■111■ rim■ ■■■■■■ ■■ ■■• ■ Fill■■• • ■■■ ■■■■■■■■ ■■• ■■ ■■ 111■■ 111E ■■■■■■ ■■■■■ ■■■ ■ ■■ Lill ■1llIE■• Lill ■■■ ■■ ■■■ Lr 111E ■■■■ ■■■■Inn LLLr 21TIELL ■■• ■■ ■■■ 111 LLILILIr rIlL1 ■ ■■■ EII ■■• Eirr 111E ■■ ■■■■ ■■■■■■ ■■■■■IIII ■■■111■111 ■■• ■■• ■■riEll ■■■ ■■• ■■■■■■ ■■• Eirr II D1lEErEII ■■■■■• ■■ ■ ■■■■■ ■■■ 111 ■IEFIE ■■■■ ■■• FIE ■■■ ■Fri ■ ■■ 111■■ ■ IIII 111E 111■■ ■■• ■ 1111111■■ ■■ ■1111111 ■■ ■■ 111E C IIII ■■ ` ■■■ IIII ■■■■L ■■ ■I11■■11■ ■ ■ ■■ ■■ ■■• rLLrLlLLlLLlL1=Ll ■■mill■ 11I■ ■■■ ■■ ■■■ ■■• ■■ ■■■ L ■ILL ■■■■ ■■• FIE ■■■ ■Fri ■ ■■ I11■■ ■■■ IIII■ ■■• ■ mill■■• • ■■■ ■■ ■■■ ■■■■■■■■ ■■• ■■ ■■ FEEEI ■■ ■III■■■ ■■■111 ■■■■fill■■ ■■■■ 111E E➢■ III■■ ■■■■■ ■■EII ■■ • ■• 111■111• ■■• ■■■■ ■ ■■ ■■■ ■ ■■ • ■■ 111■■ ■■• 111■■11■ EI IILLI■■■111■ ■I11111111 111E ILLILI ■ 111 ■ ■111111 ■■LION• ■■Fir ■■■1111111 ■■ ■■• ILLILILI 111E ■■■ ■ fill■ ■■• ■III■ ■■■■■ ■111I■111 ■■ 111■■■■ r■■■ ■■ ■■■ Fir 711ITIFIr IT ■ ■■■■ ■FIFE Fir ■■Fir■■IIII■ EI■■L 171 ■■■ ■■■ FIE Lin• 111 111E ■■ ■TEE ■■ ■ ■111 ■■■nun■ r■11111 ■ ■■Lim Eir ■EI■ 111 ■■• 111 ETTIE1 Fill 111E ■■■■■■ ■■ Ir■ ■■■■ ■FIN ■■ ■ ■111111■■■■■ ■■ [I■mill■ ■■ Lill] Er■ HILL ■■■■■ ■■■1 111 111E ■■■■■■1111111111 ■■ 111E ■■ LlLr, ■■• Lill] LlllLLr ■■■111■1I■■■■• ■ ■111111111 ■■■ ■■ 11111E mill■■ FM ■■■■■111■■■■ ■111■■11 ■HEIF] ■■■■ E➢■ 111■■■ ■1111111■ r■ 1I NEI - ■ ■111■ ■■ ■■IIII■ Eir Elul • ■lll ■■11E■ 111■• ■■ ■■■■1111111■ 111 ■■ ■■■ ■■11E■ III■• En ■■■■■ ■■■■ In] 111■■■ Lill• ■11111111 ■■■■■ ■■21 111 Lill ■ ■111111111■• r■■ ■■• 11■■■■r■■111• ■■■1111111 ■■ EII r■ D ■■■ 111 ■■■■■• ■■ ■ ■■■■■ ■■■ OWNER: R&R OWENS PROPERTIES, LTD., ❑T❑m❑ IIID ®d ❑C]-®C]-m® BY: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ R❑❑d❑O❑❑❑❑ Pr❑CTd ❑❑❑ STATE OF TEXAS § COUNTY OF § ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ D ❑CID BEFORE111E ■■• ■ ■111■■• ■■IIII■ IIII ■■ IIII • ■ ■■ ■■■■IIII ■■■■■ ■• RANDY OWENS, ■■ - ■Fri ■■■■■- : - OWENS PROPERTIES,Ell[][][] III ■ ■ 11] ■■ 1 11111111"[70171 ■ ■■■■ ■■■ ■ III ■■FINE III■. FE ITIIE IIrEETlIEEl III■r■■ Ellin ■■• ■■■■■■ III• ■■• 111 ■ ■ 111■■■■ ■■■■■111• 111E ■■■ ■ MIT 111E ■■ ■■■■■ ■■• ■■■Fir ■ ■IIII■■ 5TI[Ir E ■■■ ■■■■• ■■• 111 III■ ■■■■IIII U[Ir 7 EN - GIVEN UNDER MY HAND AND SEAL OF THE OFFICE❑❑❑❑❑❑❑❑❑d❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑q 2020. ❑❑❑❑❑I ❑❑❑❑❑❑❑❑❑❑❑E 11 ]❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ N 111MI P ❑❑m ❑ ❑❑d am ❑❑ S [Lao ❑❑T ❑m❑ OWNER R&R O❑ ❑❑❑ Pr❑❑lir mq Lail. C❑❑FEm R❑❑d❑O❑❑❑❑ 721 E. M ❑aID Sar❑❑❑ L ❑❑ TX 75057 I972 ❑436-8200 CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF COLLIN § • MOTOR ■• 1 - ■111■■111■■■ Ron ■• ■ E-EFE 0-iws In 10 minim ■ 10■ 11111 1 llininillillill milli minim ■ ■ 1 minim 10• r■■ ■■ ■■111■■■■ ■■■ ■ ■• ■ ■■ FIE■ ■ ■■■• NM- We 111■■111■ ■ ■■■ 111 ■■■■ ■ ■■ ■■■ ■ ■ ■ 111■■• ■ ■III■■• ■IIII III■■ r■■ ■• ■ ■IIIII ■ ■■■ ■III■IIII ■■■■ mill■ ■■• ` oil ■• ■ ■ ■ • Fins ■■• ■■■■ ■111111■ 111 ■■■■ • ■■■■ ■IIII 111E ■■ ■■■■ ■■111111■■ ■mill■ ■■■■ ` • ■ Illlllfi■IIII■ ■• ■ ■■• 111E • • 111■■■■■ ■mill■ III ■■■ ■111111 ■■mill NO PRELIMINARY ®® d Om0 DLILImLI®DODO r Om d Dd For o00 oa-oom ood mo®0000 omd ❑- ®0 m IT CIA [00E] 111111 ®DLLErmA Om0 DLL] ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ T❑d A. G❑FIF-FlU R.P.L.S. 115991 STATE OF TEXAS § COUNTY OF TARRANT § ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ D ❑a❑ BEFORE ME, ®❑ ❑❑dElr77E❑d ❑❑®aIII� ❑❑ FEE dFIE ❑C]-m❑❑® ❑❑❑❑E" TED A. GOSSETT, m❑❑❑ ITF ❑ ❑ C❑ ❑❑ C❑❑ ❑a-m❑ ❑❑❑m ❑❑❑ ❑ ®m❑Cz1-®11d C❑ CID❑ ®❑❑❑❑❑ ®®❑❑ ❑❑q ❑❑d ❑FFFI❑❑ aIDd ❑❑d ❑ 1111 ❑❑❑ ❑❑ ❑mm1111d ❑❑ m❑ ❑ ❑r ❑❑ ❑o`11I ❑❑d m❑aid [I❑m❑❑ ❑o-❑® ❑az]-❑m❑d ❑❑d ❑ ❑❑ m❑❑® ❑ll❑® FTM[Dd. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE CIDIIID ❑❑❑❑❑❑❑❑dEll ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑q 2020. ■■■■■■■■■■■■■■■■■■■■■■■■�100■■■■■■■■■■■■ ■■■ ■■ mill ■ - ■■IIII III ■■llllll ■■■■■■ CERTIFICATE OF APPROVAL APPROVED ❑❑ ❑❑ CaIID ❑❑A❑❑❑ CmC❑❑I ❑❑ ❑❑❑❑❑❑❑❑ d ❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑q 2020. ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ M ❑LLY ATTEST: ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ C ®S ❑[rE][ ir❑ APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA FINAL PLAT APPROVED MAY121 2020 CITY COUNCIL CITY OF ANNA NBRANNAADDITION LOT 1, BLOCK A ZONED. /-1 (SUP) BEING 9.96 ACRES OF LAND SITUATED IN THE D.W.E. BABB SURVEY, ABSTRACT NO. 33, CITY OF ANNA, COLLIN COUNTY, TEXAS PAGE 2OF2 CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE NBR ANNA ADDITION, BLOCK A, LOT 1, FINAL PLAT. WHEREAS, in order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Article 9.02 of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Tony Strickland and R&R Owens Properties, LTD have submitted an application for the approval of the NBR Anna Addition, Block A, Lot 1, Final Plat; WHEREAS, The Final Plat of NBR Anna Addition, Block A, Lot 1 conforms to the existing zoning; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Final Plat The City Council hereby approves the NBR Anna Addition, Block A, Lot 1, Final Plat attached hereto as Exhibit A. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 12th day of May 2020. ATTEST: APPROVED: City Secretary, Carrie L. Land Mayor, Nate Pike THE CITY OF Anna AGENDA ITEM: Item No. 5.d. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve a Resolution approving the Final Plat for Park Place at Anna Phase 2. (Director of Development Services Ross Altobelli) SUMMARY: 77 SF-72 Single -Family Residential lots and three HOA lots on 29.9± acres located south of Park Place at Anna Phase 1, 85± feet southwest of the intersection of Pacific Avenue and Marvin Gardens Trail. Zoned Planned Development-2004-151. Strategic Connection This items supports the City of Anna Strategic Plan, specifically advancing: Goal 2: Sustainable Anna Community Through Planned, Managed Growth STAFF RECOMMENDATION: The Planning & Zoning Commission recommended approval. ATTACHMENTS: Description Upload Date Type Locator 5/4/202U Exhibit Exhibit A 4/28/2020 Exhibit Resolution 5/4/2020 Resolution FM 455 D- I ►2 -C? )/ T❑E[➢' B[Ld 0 i F- S TIT VICINITY MAP N.T.S. N 0 50 100 200 GRAPHIC SCALE IN FEET 1 " = 100' LEGEND ■ d U) B.L. BUILDING LINE D. E. DRAINAGE EASEMENT U. E. UTILITY EASEMENT V.A.M. VISIBILITY, ACCESS AND MAINTENANCE EASEMENT IRF IRON ROD FOUND IRS IRON ROD SET ESMT. EASEMENT S.W.M.E. SIDEWALK MAINTENANCE EASEMENT W.M.E. WALL MAINTENANCE EASEMENT TYP. TYPICAL C.R.C.C.T. CLERK RECORDS, COLLIN COUNTY, TEXAS ID L32 �j L33 �( L31 8X �I L34 +iOA ❑ U L36 L35 DRAINAGE & HIKING & BIKING TRAIL U EASEMENT �1 DETAIL "C" VARIABLE WIDTH DRAINAGE EASEMENT "Preliminary, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document" 22 TAC 663.18C Charles Stephen Ramsey, RPLS 6718 i EXHIBIT A 1 of 2 DRAINAGE & HIKING & BIKING TRAIL EASEMENT L23 25X EHOA❑ IRF C16 DETAIL "A" VARIABLE WIDTH DRAINAGE EASEMENT L30 I - L29 / L25 L28J L27� L26 8X +iOA❑ DRAINAGE & HIKING & BIKING TRAIL EASEMENT DETAIL "B" VARIABLE WIDTH DRAINAGE EASEMENT 8X I [I OA ❑ I DRAINAGE & HIKING W & BIKING TRAIL I EASEMENT L41 �0 C L42 U L37 �7 L38 DETAIL "D" VARIABLE WIDTH DRAINAGE EASEMENT � I I Approximate Location of Survey Line _ _ I _ _ 16 R.A. Johnson Survey Abstract No.479 - VARIABLE WIDTH DRAINAGE RIGHT-OF-WAY DEDICATION \ \ 13 - Ezra Shelby Survey Abstract No. 839 a\\ad gage Point of Beginning IRF ENT NTBY SEPARATE PIJata ARATE BY SEPARATE INSTRUMENT \ \ 17 \\\0 Mu NCO CQg5 DRAINAGE & HIKING 47 13X N. L2/ \ 2O 5e P\e o321Q 26 201 G G & BIKING TRAIL rn� IRF 1 4 Jo 201 G00 G \�St. G R' EASEMENT ��' 18 # G R - - - N 25X SEE - 1HOAL DETAIL IRF.- \ / �1C 19 1 S79 58'31 "A 5 \ 15 - - - - - - 32.58' u) Z 3 \ �?, I 5 m Ush 080 PO �O• r\ey R�(300880 C 25 NI * DETAIL �O• \ / C00� R G N89'01'23"E C I 4 if A \ / / 20 \�5�.# G• 0)126.00' 0 0 SEE \ , C 24 o DETAIL "C" 5 CN89°01'23"E :5I \ \ O' ® "0C 21 126.00' 00 m o O ? 8X \ 6 23 0 0 5' W.M.E o n HOA C' O> %9 / N89°01'23"E O A DRAINAGE &HIKING O Ei & BIKING TRAIL - - �t V 126.00' I EASEMENT C2 0o9C9s�\ 22 SV 22 0 \ IRF \ o WME 0 839 o z N 9°01'23"E S89'01'23"W 120.00' \ IRF L3 A s L13, 1t0. 50' ROW - � 27 C 1" I 126.00' I 25• 25' o � 5' W.M. $ o IRF \ ol m o 21 0 o I~ 8 � \ ZR gOCT c M I S89'01'23"W o 0 s A I N89°01'23"E o h v/ • 26 ao of o I 120.00' 0 5' W.M.E \ 126.00' w rn 0 0 oh, 7 0 }7 O ZO O co O' o co V) S89°01'23"W 0o F 25 N 89 °01' 23"E � 120.00' I SEE - - - 126.00' (1) DETAIL O of 0 6 0 0 0 0 0 oo „D" \\ 0�, 0 19 _ 24 o S89'01'23"W o io SEE 15' D.E. - - N 89 °01'23"E o O ary - _ _ W 120.00' o z N DETAIL "E"\ \ 3 p� 126.00' rn O � age G56g 0 5' W.M.E o Z o 5 Ct N \IRF \X MO< g 00 5' W.M.E o0 18 00 o S89'01'23"W I S89'Ol'23° J S I 23 G \rs�C R G N89°01'23" E U 120.00' 10.00 0.00' pQ rn N \ \ASS I '001- 126. �5' W.M.E o U o I 4 W 0 0 o O t o S9F 0 17 0 S89°01'23"I SEE \ \ Ct s89'01'23'W t20.00' a DETAIL "F" N89'01'23"E - 10.00' I XO _ 120.00' -`7 �� 196.on 0 5' W.M.EJ o 0 2 0 23X > o Joe M303p\0o 66320 Q2 200gR G G�C. R wa�2510 GresC2'I PC: ( . Ala\� GRC� Redd\t�5g 5' W.M.E O 3 0 0 -"UAF1 » 0 16 0 15' B.L - 15' BL J S89°01'23"W 120.00' S00'52 01 E q 1 T L120.001- N © DRAINAGE & HIKING 33.15' N89'01'23"E I 5 �Q:� rn 23 0 1 &BIKING TRAIL I I 25'X25' V.A.M. 25'X25' v.A.M. & sw.M.E. ! EASEMENT 0 ,2s.00' VENT SW.M.E. N o AVENUE O r- MIN. o FFE424.34 o IRF 0 o N89'01'23"E 290.00 I S89°01'23"W - - 0 15 O 25'X25' V.A.M. & SW.M.E. 25'X25' V.A.M. & SW.M.E. - - - - 0 \NJS�A #2 0 1G5P QRg �M'ph\0' 1C13�A�go0 rn � �rn 1lI �IID120.'00'-a� Qo- II 120.00' rn 0)� I II I 1/2" IRF N89'01'23"E 120.00'-15� M� �126.00- 15' BBL" , o 25' Utility Easement w FFE=624.34mo5'W.M.E 0 0 21 sas°o1'24"w0 o City of Anna c,S�he2 v0er Q6GQNR8' C. G• G00 � o a W S89'01'23"W 120.00'County g`122e2� ' N801'23"E S89'01'23 0 Number 5-232-05 21 00' o Oo120.00' 0) 0 MIN. oN 003 1 W.M.E (7) FFE=622.45 ZO - S'01'23"W0 13 o r o G20 r W.M.E N C4 0 I 120.00'- In N89'01'23"E S89°01'23"W S890123W 5' W.M.ET 20 / -4 .00- � rn �' 'o I20.00' I 120.00'_ -20 MWIrN. o L19 FFE=622.45d1�,1W1E 0�15' W.M.E 66.77' 3' �y /I I II PROPOSED 100 YEAR IS89'01'23" 16.002o19 05' W.M.E FLOODPLAIN 0 20- N89'01'23"E S84'56'54"W 5' W.M.E S89°01'23"W MIN. 17.79' _ 126.0L- - 120.87' FE-622.45 '09'6"W 0 19 o- j 5' W.M.E120.00' 13 N12© 00 �5' W.M.E n � U') N 11 48.24' 4 1 15.40' 00 / 60 I O N - O o N83°04'13E rn 17.19 18 23.48' W.M.E o Rove c�5°�o0p0 FEM zz.ao.- Z _ - 6.3S17"W 5.05'70g3 5 ti5 i1L 18 \ I 8' S / 1 128.8 91 57 356'� �12157 0. yg 5' W.M.E9�1 / �5' W.M.E '15' W. N24°42'56"W 6O\ y95 i a° 10 1 2&.67' 5 13.00' 9 O 59 O MIN. °` I `,' °- S OO FFE=622.03 O' w �75pA 3 ROVE �� � 175'6W�M.E 21.61' �2�50� / goo s�CC i Nti 17 �o �0 �� 5' W.M.E i 142. 'tP 5 \ 622 8 O i 1`L0 O �(l �O \ 'y9� �S I I I 2L0 6 `� 5' W.M.E ?. ° Sg0 p0 MIN. �W. i N 5' W.M.E 9 \ 17.98' 16 °cP- 10.62' 6 ,9, rn t<`'YG� O. / �O• 1FOFE=622.03 s0 00 51•� / �� 0� �� Sgo;79 ooi \ °O \�� v� 5' W.M.E 00 I 6I.04 s s 295 Q 7 iNLO o- ?. �� 24.72'�6SZ N 67 47' o. S59 10p oo -5' W.M.E 116`L gS � W 8 3.10, 5' W.M.E 14.59' 7 y$�1 "rn 12O FFE=6zz.o1 �' N R P 6'15 i �5' W.M.E � 15 � �g`b9 0� ��. � \ 15 I N vR PG' / ° s 5a / S o° s Ln R\N �g1 �. aF / Ou s ✓� Q gL° u\ �1L5' W.M.E 616 M P 2 R G G 295 `�o, y oo \ 55 00 �. �- s- 6g5 G• D �15 N5 \ \ moo. � Nti $ 5 2a17 MIN. ? I ;n o To 7 0\ N29°26'02"W L15 dA5'� 1 FFE=szzol s2. I I U) \ o rn 14 3.84 �$"F /cD 60 t^ 5' W M.E18 k 56�1 p0 N \ 14 1.64' z / 5' W.M.E q,9 01 \ °O. - G 8 ' 20• ol. 0 �� / �g0 i9� \ 59ti9� 5 rn� 1 57519,57„w I 6 0. $F �� N`1-"' N20°56'15"W 1AA p8 0 56 44W / 5' W.M.E cj5 \ 6 12.87' 13 40.94' O7 + MIN. J 20.52' FFE=621.48 5' W.M.E 3�43 , �i�1�00 5� Qo \ 1130� � 573100.0 0 0 o C12 13 w / 1 4'21' \ r 57 25' N11'20'01"W Vc S81'39'00" I 0 w I r�i 5' W.M E \ arS 120' 17.79' 56.79' 10 1^ 120.64' 'n I \ n N cP \U 12 26.97' ,,v n rn N I N89'01'23"E N00'58'37"W v 0 0 12 w I 74.53' 80.61' 0 r 14.07' MIN. 0 I 1 b- 2 w RP FFE=621.06 rn _ I S85'53'OS"W "1 'o O w 120.52' NN 5� �o �• y 41 47",E- -oo " 25 BLo r- o I 12.32' 63.62' /N�6. R yoJ �J01�' z /0 \ § 3 o0 4 a 11 L18 oos �1A /ryh II \ 4 N J JC 21.37 00 ?> oo n U i, ' RS� g wo 11 II / ,50' O- n W W \. ro- 10C13 Jr 25' BL i i 15C/ ems• �o i o° MIN. APPROXIMATE LOCATION OF 100 YEAR FFE=621.06 -FLOODPLAIN FROM FEMA MAP N0. 48085C0155J SEE DETAIL A'2>' 63.00- 86.41' 6°1P o J - �1p6 ems. �o '�a, � DATED JUNE 02, 2009 'G" O 25'X25' V.A.M. & SW.M.E. 25'X25' V.A.M. / , �S 10 gyp- & SW.M.E.CS89ro1'23"W 307.40' �� �MIN. I / p,`L bc\- u 9 6s, FFE=620.60 1 / 261.01' ST. JAMES PLACE LANE 46.39' S351 L20 C15 72,MIN. 8 SS ' FFE=619.88 5 F' �-j I 0 aQ! MIN. W 7 '00 iq: MIN. A,�OO / 1/2" PIPE 1 % `o c�6N N MIN. �1' 0 FOUND /' r FFE=619.15 `u �,N I W / I 1416 j \ \--S89'01'23"W 378.44�----- I 57$ 8 ------------- -- \ / 15' WIDE DRAINAGE I �I 0 EASEMENT BY THIS PLAT wl w PROPOSED 100 YEAR �D N oo oo FLOODPLAIN SS4;', 20.31' 66.00' 60.00' 60.00' 60.00'- 41.11' 16.97= o _ 10_U.E. T 25' BL w © w 1J w f M O O M OO M O M 00 1 0 2 0 3 0 0 4 °,n° N 5 0 0 6 oo O N O N N O ON 00 MIN. N N MIN. MIN. FFE=617.23 MIN. FFE=618.27 MIN, FFE=618.27 FFE=618.21 IN. FFE=618.88 FFE=618.88 O Z 65.08' 66.00' 60.00' 60.00' 60.00' 67.36' " 3 10 23X N I I N \ -HOAL o 0 1 7- DRAINAGE &HIKING & BIKING TRAIL \ o �\o \ P GP' EASEMENT zz I � 10 PNN PMEN� ' 00202 I E��\�G o10�00 2018 R G C' 25' WIDE DRAINAGE & I I - L58 \05�' G' SANITARY SEWER EASEMENTPLATY THIS L6 N, •,, ' PIPE 53»IA' N �2 FOUND 25 L8 _-- ------------------------------------ / Pecan Grove Phase 1 Cabinet Q, Page 555 C.R.C.C.T. j 10' U.E. TYP. STREET IF] U) ZJ m LOT LOT LOT m -I U. E. r--10' TYP. 10' UE TYPICAL DETAIL STREET 25' 25'X25' V.A.M. & SW.M.E. LOT 25'X25' VAM & SWME TYPICAL DETAIL LAND USE TABLE RESIDENTIAL 14.41 ACRES RIGHT-OF-WAY 4.13 ACRES PRIVATE OPEN SPACE 11.40 ACRES TOTAL 29.94 ACRES LOT TABULATION BLOCK 5 25 LOTS BLOCK 6 23 LOTS BLOCK 7 21 LOTS BLOCK 8 8 LOTS RESIDENTIAL 77 LOTS PRIVATE OPEN SPACE 3 LOTS APPROVED MAY 41 2020 P&Z COMMISSION CITY OF ANNA TOTAL 80LOTS ATLANTIC AVENUE L49 L50 Loa C78 L47 L46 �L43 CgS C44 23X E-I OA ❑ DRAINAGE & HIKING & BIKING TRAIL EASEMENT1�) DETAIL "E" VARIABLE WIDTH DRAINAGE EASEMENT W L52 U L51 �/ h-1 :11-1-153 23X L54 [H OA ❑ � DRAINAGE & HIKING & BIKING TRAIL EASEMENT DETAIL "F" 15' WIDE DRAINAGE EASEMENT L56 L57 C19 ST. JAMES L55 PLACE LANE DETAIL "G" VARIABLE WIDTH DRAINAGE EASEMENT A Final Plat of Park Place at Anna Phase 2 ZONING: PD-151-2004; LOTS 1-25, 25X (HOA), BLOCK 5; LOTS 1-23, 23X (HOA), BLOCK 6; LOTS 1-21, BLOCK 7; LOTS 1-8, 8X (HOA), BLOCK 8; 77 RESIDENTIAL LOTS & 3 HOA LOTS TOTALING 29.942 ACRES SITUATED IN THE EZRA SHELBY SURVEY, ABSTRACT NUMBER 839 CITY OF ANNA, COLLIN COUNTY, TEXAS OWNER SURVEYOR PLANNER / ENGINEER ANNA LAND DEVELOPMENT, GP STEPHEN RAMSEY NATHAN THOMPSON ATTN:JOHN BRENNAN PELOTON LAND SOLUTIONS, INC PELOTON LAND SOLUTIONS, INC 2540 PRESTONWOOD DRIVE 11000 FRISCO ST. 11000 FRISCO ST. PLANO, TX 75093 FRISCO, TX 75033 SUITE 400 214-533-7178 PHONE: 817-562-3350 FRISCO, TX 75033 TX TBPELS: 10194468 PHONE: 469-213-1800 TX FIRM NO 12207 APPROVED MAY12, 2020 CITY COUNCIL CITY OF ANNA 00 CID } O O U >� U) 0 W � < C:) N N � m m x U GD � � W O O O CZ� UOWp� cq E�cOW� ctQo O 0 � O II- CO 0 J o M O O ~ 0) � d W SHEET OF2 SHEETS LINE TABLE NO. BEARING LENGTH L1 S62°52'09"E 169.57' L2 S44°04'41 "E 50.00' L3 S52°39'19"E 50.00' L4 S48°30'17"W 92.10' L5 S60°04'17"W 103.70' L6 S74°51'17"W 67.90' L7 S55°13'17"W 121.36' L8 S89°00'17"W 105.80' L9 S00°58'37"E 100.35' L10 N00°58'37"W 25.00' 111 S00°58'37"E 12.02' L12 S25°13'44"W 24.69' L13 N00°58'37"W 9.96' L14 N30°30'02"W 49.41' L15 N29°26'02"W 61.22' L18 S54°06'16"W 5.60' L19 S00°58'37"E 3.30' L20 N54°00'22"E 13.92' L21 S55°1 S17"W 28.69' L22 S51 °29'39"E 49.38' L23 S53°30'20"W 4.43' L24 N62°52'10"W 45.37' L25 N05°44'30"E 28.55' L26 N51 °39'26"W 19.61' L27 N06°29'39"W 36.61' L28 N83°26'55"E 15.07' L29 S06°29'39"E 30.38' L30 S51 °29'39"E 18.54' 131 N00°58'37"W 44.15' L32 S89°50'42"W 29.53' EXHIBIT A 2of2 LINE TABLE N0. BEARING LENGTH L33 N00°00'06"E 15.00' L34 N89°41'31 "E 13.93' L35 N00°18'29"W 29.09' L36 N89°47'37"E 15.00' L37 N00°58'37"W 34.97' L38 S89°01'23"W 39.20' L39 N30°58'37"W 29.08' L40 N59°01'23"E 35.00' L41 S30°58'37"E 8.92' L42 N89°01'23"E 18.97' L43 N09°35'59"W 69.18' L44 S60°1517"E 22.50' L45 S29°00'42"W 30.00' L46 S60°59'18"E 15.03' L47 N89°01'23"E 11.61' L48 N00°58'37"W 29.97' L49 S89°01'23"W 5.13' L50 N09°35'59"W 28.28' L51 N00°58'45"W 15.00' L52 N89°01'24"E 75.22' L53 S00°58'45"E 15.00' L54 S89°01'24"W 75.22' L55 S89°01'23"W 10.50' L56 N00°58'37"W 8.50' L57 S89°01'23"W 9.77' L58 S89'01'23"W 15.00' Block Lot Area 5 1 11941 5 2 9953 5 3 8938 5 4 10283 5 5 10295 5 6 8499 5 7 11120 5 8 12833 5 9 10338 5 10 8870 5 11 8110 5 12 7560 5 13 7560 5 14 7560 5 15 7560 5 16 7560 5 17 7560 5 18 7560 5 19 7560 5 20 7560 5 21 7560 5 22 7560 5 23 7560 5 24 7560 5 25 8627 SURVEYOR'S CERTIFICATE Block Lot Area 6 1 8163 6 2 7920 6 3 7200 6 4 7200 6 5 7200 6 6 7532 6 7 8265 6 8 8028 6 9 7716 6 10 8610 6 11 11473 6 12 7814 6 13 8563 6 14 8815 6 15 7957 6 16 7437 6 17 7200 6 18 7200 6 19 9337 6 20 7200 6 21 7200 6 22 7200 6 23 7200 KNOW ALL MEN BY THESE PRESENTS: THAT I, CHARLES STEPHEN RAMSEY, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THE CORNER MONUMENTS SHOWN THEREON AS SET WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION ORDINANCE OF THE CITY OF ANNA. "Preliminary, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document" 22 TAC 663.18C Charles Stephen Ramsey, RPLS 6718 CURVE TABLE N0. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 22°49'34" 225.00' 89.64' N34°30'32"E 89.05' C2 3*01'59" 225.00' 11.91' S38°51'41 "W 11.91' C3 48°22'05" 200.43' 169.20' S23*14'00"W 164.22' C4 29°31'25" 380.00' 195.81' S15°44'19"E 193.65' C5 29°31'25" 200.00' 103.06' S15°44'19"E 101.92' C6 34*55'28" 200.00' 121.91' N71°28'15"E 120.03' C7 61*48'14" 50.00' 53.93' N23°06'24"E 51.36' C8 22*19'39" 490.00' 190.95' N18°57'33"W 189.74' C9 29°08'47" 200.00' 101.74' N15°33'00"W 100.65' C10 38*19'18" 200.00' 133.77' N18*11'02"W 131.29' C12 2*19'41" 50.00' 2.03' N35*1 S21 "W 2.03' C13 19*0519" 50.00' 16.66' N70°58'18"E 16.58' C14 26°30'28" 50.00' 23.13' S67°15'45"W 22.93' C15 6°27'24" 224.90' 25.34' N81 °23'22"E 25.33' C16 3°30'20" 224.77' 13.75' N22°38'50"E 13.75' C17 13*12'36" 175.43' 40.45' S23°43'55"W 40.36' C18 13°35'52" 175.00' 41.53' N11°3559"E 41.43' C19 9*47'16" 50.00' 8.54' S05°52'15"E 8.53' Block Lot Area 7 1 8760 7 2 7920 7 3 7502 7 4 8551 7 5 8286 7 6 7202 7 7 7200 7 8 7961 7 9 8333 7 10 13007 7 11 9946 7 12 8822 7 13 8575 7 14 7741 7 15 7744 7 16 7978 7 17 8888 7 18 8731 7 19 7920 7 20 7920 7 21 8760 Block Lot Area 8 1 7200 8 2 8400 8 3 7200 8 4 7200 8 5 7200 8 6 7200 8 7 7200 8 8 7200 STATE OF TEXAS COUNTY OF COLLIN NOTES: 1. ALL PROPERTY CORNERS ARE 5/8" IRON RODS WITH YELLOW CAP STAMPED "PELOTON" UNLESS OTHERWISE NOTED. 2. ALL COMMON AREAS AND OPEN SPACES TO BE CONVEYED TO AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 3. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALL IS LOCATED. 4. SCREENING WALLS ARE TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND A 5-FOOT WALL MAINTENANCE EASEMENT PROVIDED ON LOTS BACKING. 5. 100 YEAR FLOOD PLAIN WSEL TAKEN FROM THE CITY OF ANNA PARK PLACE AT ANNA PHASE 2 BY WIND & WATER CONSTRUCTION, LLC AUGUST 2018, DELINEATED PER PELOTON TOPO. 6. THE COORDINATES SHOWN ARE TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983 ON GRID COORDINATE VALUES SCALE FACTOR 0.99988. 7. THE APPROXIMATE 100 YEAR FLOODPLAIN LINE SHOWN WAS DIGITIZED FROM FLOOD INSURANCE RATE MAP NUMBER 48085C0155J, REVISED JUNE 2, 2009. THE SURVEYOR ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT MAP. 8. THE FLOODSTUDY WAS APPROVED 2/1/2019 NUMBER BY CITY UNAVAILABLE. H&H P.E. TIM WHITEFIELD (#103829) PELOTON LAND SOLUTIONS, PHONE: 817.562.3350. 9.PER THE ZONING, 60% OF THE LOTS ON THIS PLAT WILL HAVE A MINIMUM 8 FOOT SIDE YARD SETBACK. THESE LOTS ARE BLOCK 5, LOTS 1- 23; BLOCK 6, LOTS 1-2; BLOCK 7, LOTS 1-21; AND BLOCK 8, LOT 2. THE REMAINING LOTS WILL HAVE A MINIMUM 5 FOOT SIDE YARD SETBACK. ALL OTHER SETBACKS WILL BE AS SHOWN ON THE FACE OF THE PLAT. 10.ALL WALL MAINTENANCE EASEMENTS (WME) SHOWN ON THE PLAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 11.RETAINING WALLS OVER 4' WILL BE MAINTAINED BY THE HOA. BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 2019. APPROVED THIS DAY OF BY THE CITY COUNCIL OF ANNA, TEXAS. MAYOR CITY SECRETARY M OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BYTHESE PRESENTS: THAT ANNA LAND DEVELOPMENT, GP, BEING THE SOLE OWNER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE. DESCRIBED REAL PROPERTY AS, LOTS 1-25 AND LOT 25X, BLOCK 5, LOTS 1-23 AND LOT 23X, BLOCK 6, LOTS 1-21, LOTS 25-32, LOT 32X, BLOCK 7 PARK PLACE AT ANNA PHASE 2, AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS AND WE DO HEREBY DEDICATE, IN FEE SIMPLE, TO THE PUBLIC USE FOREVER, THE STREETS SHOWN THEREON. THE STREETS ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT. IN ADDITION, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF ANNA'S USE THEREOF. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. BY: ANNA LAND DEVELOPMENT, GP BY: STATE OF TEXAS �K•m ► r r-c•� YK•] � � I ►1 BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 12019. NOTARY PUBLIC, STATE OF TEXAS LEGAL DESCRIPTION BEING THAT CERTAIN TRACT OF LAND SITUATED IN THE EZRA SHELBY SURVEY, ABSTRACT NUMBER 839, COLLIN COUNTY, TEXAS AND BEING PART OF A TRACT OF LAND DESCRIBED BY DEED TO ANNA 55, LLC RECORDED IN INSTRUMENT NUMBER 20160809001034390, CLERK RECORDS, COLLIN COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND FOR THE SOUTHWEST CORNER OF LOT 13X, BLOCK 1, PARK PLACE AT ANNA PHASE 1, AN ADDITION TO THE CITY OF ANNA RECORDED IN INSTRUMENT NUMBER 20190227010000970 OF SAID CLERK RECORDS; THENCE S 62°52'09" E, 169.57 FEET DEPARTING THE WEST LINE OF SAID ANNA 55 TRACT AND ALONG THE SOUTH LINE OF SAID PARK PLACE AT ANNA TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE OVER AND ACROSS SAID ANNA 55 TRACT AND CONTINUING ALONG SAID SOUTH LINE THE FOLLOWING BEARINGS AND DISTANCES: WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 89.64 FEET, THROUGH A CENTRAL ANGLE OF 22°49'34", HAVING A RADIUS OF 225.00 FEET, THE LONG CHORD WHICH BEARS N 34-30-32" E, 89.05 FEET TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; S 44-04-41" E, 50.00 FEET, CONTINUING ALONG SAID SOUTH LINE TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; S 39°10'49" E, 382.70 FEET, TO THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 11.91 FEET, THROUGH A CENTRAL ANGLE OF 03°01'59", HAVING A RADIUS OF 225.00 FEET, THE LONG CHORD WHICH BEARS S 38-51-41" W, 11.91 FEET TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; S 52°39'19" E, 50.00 FEET TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; S 39°10'49" E, 240.07 FEET TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; S 45-50-59" E, 240.72 FEET TO THE SOUTHEAST CORNER OF LOT 23, BLOCK 3 OF SAID PARK PLACE AT ANNA TO A 5/8 INCH IRON ROD FOUND WITH CAP STAMPED "PELOTON" FOUND; THENCE S 00°52'01" E, 33.15 FEET, DEPARTING SAID SOUTH LINE IN THE EAST LINE OF SAID ANNA 55 TRACT TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE S 01°35'22" E, 828.26 FEET TO A 1/2 INCH PIPE FOUND AT THE NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED AS PUBLIC PARK DEDICATION, DRAINAGE AND UTILTY EASEMENT OF PECAN GROVE, PHASE 1, AN ADDITION TO THE CITY OF ANNA AS RECORDED IN CABINET Q, PAGE 555 OF SAID CLERK RECORDS; THENCE S 38°57'22" W, 239.48 FEET, WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE S 48°30'17" W, 92.10 FEET, CONTINUING WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE S 60°04'17" W, 103.70 FEET, CONTINUING WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE S 74°51'17" W, 67.90 FEET, CONTINUING WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE S 55°13'17" W, 121.36 FEET, CONTINUING WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE S 89°00'17" W, 105.80 FEET, CONTINUING WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 5/8 INCH IRON ROD WITH CAP STAMPED "PELOTON" FOUND; THENCE N 73°17'53" W, 255.94 FEET, CONTINUING WITH THE NORTH LINE OF SAID PUBLIC PARK TRACT, TO A 1/2 INCH PIPE FOUND; THENCE N 00°58'37" W, 1,905.49 FEET, DEPARTING SAID NORTH LINE OF THE PUBLIC PARK TRACT, WITH THE WEST LINE OF SAID ANNA 55 TRACT TO THE POINT OF BEGINNING AND CONTAINING 29.942 ACRES OR 1,304,255 SQUARE FEET OF LAND, MORE OR LESS. APPROVED MAY 412020 P&Z COMMISSION CITY OF ANNA APPROVED MAY121 2020 CITY COUNCIL CITY OF ANNA A Final Plat of Park Place at Anna Phase 2 ZONE: PD-151-2004; LOTS 1-25, 25X (HOA), BLOCK 5; LOTS 1-23, 23X (HOA), BLOCK 6; LOTS 1-21, BLOCK 7; LOTS 1-8, 8X (HOA), BLOCK 8; 77 RESIDENTIAL LOTS & 3 HOA LOTS TOTALING 29.942 ACRES SITUATED IN THE EZRA SHELBY SURVEY, ABSTRACT NUMBER 839 CITY OF ANNA, COLLIN COUNTY, TEXAS OWNER ANNA LAND DEVELOPMENT, GP ATTN:JOHN BRENNAN 2540 PRESTONWOOD DRIVE PLANO, TX 75093 214-533-7178 SURVEYOR STEPHEN RAMSEY PELOTON LAND SOLUTIONS, INC 11000 FRISCO ST. FRISCO, TX 75033 PHONE: 817-562-3350 TX TBPELS: 10194468 PLANNER/ENGINEER NATHAN THOMPSON PELOTON LAND SOLUTIONS, INC 11000 FRISCO ST. SUITE 400 FRISCO, TX 75033 PHONE: 469-213-1800 TX FIRM NO 12207 C T- 00 d� O U >� 0 2i LL] < U) O N O m m � m 00 U O 00 p oo(:6E1U] Ct ,1�zxw cf) O p ct p��0 E� O Q N w a �aw0 7 rs-I Z W Z O xQQ n�° E, Cq Ei GV � Ei O z N Z O O H CO 0 �00 J o M O LLJ N J 0 �d C)M W Q U) Lo J 0 0 0 0 rn OF2 SHEETS CHARLES STEPHEN RAMSEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6718 NOTARY PUBLIC, STATE OF TEXAS CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE PARK PLACE AT ANNA PHASE 2, FINAL PLAT. WHEREAS, in order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Article 9.02 of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Nathan Thompson- Peloton Land Solutions has submitted an application for the approval of the Park Place Phase 2 at Anna, Final Plat; WHEREAS, The Park Place Phase 2 at Anna, Final Plat generally conforms to the of Park Place Phase 2 at Anna, Preliminary Plat; WHEREAS, The Park Place Phase 2 at Anna, Final Plat conforms to the existing zoning; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Final Plat The City Council hereby approves the Park Place Phase 2 at Anna, Final Plat attached hereto as Exhibit A. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 12th day of May, 2020. ATTEST: APPROVED: City Secretary, Carrie L. Land Mayor, Nate Pike THE CITY OF Anna AGENDA ITEM: Item No. 5.e. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve a Resolution approving the Site Plan for NBR Anna Addition, Block A, Lot 1. (Director of Development Services Ross Altobelli) SUMMARY: Concrete batching plant (permanent) on one lot on 10.0± acres located at the northeast corner of Collin County East Outer Loop and CR 418. Zoned 1-1, Light Industrial District with Specific Use Permit-8472-2020 for concrete batching plant (permanent). Strategic Connection This items supports the City of Anna Strategic Plan, specifically advancing: Goal 2: Sustainable Anna Community Through Planned, Managed Growth STAFF RECOMMENDATION: The Planning & Zoning Commission recommended approval. ATTACHMENTS: Description Upload Date Type Locator 4/28/2020 Exhibit Exhibit A 5/8/2020 Exhibit Resolution 5/4/2020 Resolution E FOSTER CROSSING RD ,{{{n �.11 11 a .1 �I .I 11 �� .I 11 �I .I 11 11 11 Il �I .l �1 11 .I �I 11 .I - • • • ' • / 111 11 .1 1M1m1=1M1M1M1M1MIM1 M1M1M COUNTR Reviev 0 60 120 SCALE: 1 "=60' EXHIBIT A JAMES F. HOUSTON AND PATRICIA A. WARTMAN DOC NO 94 0029986 PROP WHEEL SEE NOTE #1 STOP (2EA) PROP BLDG 1,000 SF EX PP zCiro 5' PROP ADA SIGN (2EA) EX BLDG 160 SF DETAIL A NOTES: 1. EXISTING UNDERGROUND ELECTRIC LINE SHALL BE RELOCATED FROM UNDER THE PROPOSED BUILDING. CONTRACTOR SHALL COORDINATE RELOCATION WITH ELECTRICAL CONTRACTOR AND BE INSTALLED PRIOR TO PROPOSED PAVEMENT. REFER TO DEMOLITION PLAN FOR ADDITIONAL DETAILS. 2. EXISTING SLIDING GATES TO BE REMOVED AND REINSTALLED TO MATCH PROPOSED GRADING. 0 0 0 ° 0 / J / REDI-MIX, LLC, DOC. NO. 20190517000554290 D.R.C.C.T. DEVELOPER R & R Owens Properties, Ltd 721 E. Main Street Lewisville, Texas 75057 Contact: Tony Strickland Phone: 972-200-5654 EXISTING CONCRETE BATCH PLANT D.R.C.C.T. SCALE 1 "_ 20' /°� U CITY LIMITS O�J °�J N 89°59'12" E 972. ' x— — EXISTING // 1°� °�J k, ' / RESIDENTIAL / o N MIXER TRUCK PARKING 22 0 I I / / LU O�J J / / _ J J o S.G. JOHNVOLUME 4 91, III, TRUSTEE / EX PP TO BE Q 'p _ — — � — — — — — — — — — — — — — 5 — ° VOLUME 4891, PAGE 5294 / SQ, i EX OFF SITE EXISTING D.R.C.C.T. / RELOCATED J o ° �i O�J� / 14 c� I 4' BARBED VACANT _ —� CONTRACTOR SHALL °� o �J / FIRE LANE / COORDINATE WITH Oo / ---- �" °---�-------------------------- R WIRE FENCE ° /° ° J UTILITY COMPANY EXISTING N 89 5220 E�-98.75 / J ° /1 Er VACANT =4 HU .HU OHU °� 1 / / — O PROP 7' WOODEN 1 EX PP //—OHU�°HUOHU � O�J 5----1--24'&I // EX FUEL TANK I DUMPSTER ENCLOSURE 24��- 00 I I OHU 1 I ° / 6,000 GALLON L , _ — — — SEE DETAIL A 13 1 PROP 10,803 SF =� PROP LOT LINE &I °� � HAUL TRUCK °�J / (THIS SHEET) � � 1 R.O.W DEDICATION � ° 1 PARKING / PROP BLDG I I 1 m O�J 75' I / — — 1,000 SF EX PP I 1 �0��° oo I °r--°TN 1 I1 EX OHE A J/ �� I EX PP �� EX METAL z o BUILDING 1 N I w i °t 0� `�� �J 9 D 1 g -- E °" if EX BATCH PLANT 2,400 SF PROP DROP 1 I /� EX BLDG > — LL OHU HU OHU OHU OHU " A N N / Z 1 , I� PROP 3,320 LF 5 PIPE � I L� J CK0 �' FS �° � o/ m 8 160 SF n EX HOPPER INLET 1 AND CABLE FENCE REFER � m I 1 m cp �� °�9 I LI I ii 1 TO FENCE DETAIL FOR Hl I - - `9d' 1 L — JEX WATER 1 OHU OHU OHU OHU OHU J�� ° O _j 9 1 — L I RECYCLE TANK ADDITIONAL INFORMATION o I N °pJ' EX BLDG� 1 o N 1 1 // 9 1441 SF 1 EX BINS TO BE z ° I EXISTING o�J /�, ,� ' PROP UGE�50 RELOCATED 1 ELECTRICAL °�° 9 No I LOCATION APPROX 20' NORTH o 1 1 EX OHE TOWERS EX UGE ENGINEER Homeyer Engineering, Inc. P.O. Box 294527 Lewisville, Texas 75029 Contact: Steven R. H om eyer, PE I Phone: 972-906-9985 PROP 3,320 LF 5' PIPE AND LOT 36 CREEKSIDE ACRES, PHASE II CABINET N, PAGE 667 P.D.R.C.C.T. CABLE FENCE REFER TO EXISTING FENCE DETAIL FOR RESIDENTIAL ADDITIONAL INFORMATION -PROP EX OFF -SITE 4' PROP OUTLET \ MATERIAL BARBED WIRE FENCE STRUCTURE 1 I \ BINS PROP GROUTED RIP -RAP EXISTING — 8� RESIDENTIAL LOT 35 — — — k- CREEKSIDE ACRES, PHASE II I CABINET N, PAGE 667 I I P.D.R.C.C.T. 30' I �p� _ PROP 191 LF 6' TALL *t� PROP 4' CONC FLUME I II I MASONRY SCREENING FENCE TO BE PROP DETENTION— I AREA �' �- DESIGNED BY A STRUCTURAL ENGINEER 7 I 10' I ~ R&R OWENS PROPERTIES, LTD I PROP OUTLET DOC. NO. 20080515000591970 I I STRUCTURE 2 D.R.C.C.T. I I ° / ZONING: 1-1 I o PROP GROUTED / 7 RIP -RAP PROP SAFETY I / END TREATMENT J PROP GATED ENTRY (SEE NOTE #2) a � EX INLET e ° I / •/ / �, LS .:.::•/ 33.E ° °° a PROP 3 ,PROP �� ..:••�% a °�° a ,320 5' LF PIPE AND BFR : a CABLE FENCE REFER TO / FENCE DETAIL FOR J PROP 5' ADDITIONAL INFORMATION I I 1 I 9 ��ol PROP 5 ° SIDEWALK EX �P ° SIDEWAL p, _ _ _ __ I w EX SLUMP PROP DROP _ _ a �00� Z ° OHUE OHU U OH OHU OHU / J — --- ° / oHu -- — — / COLLIN COUNTY / 25' B. L INLET— „ a �° 1� ° / ° ° OHU —� — — _ oHi— Ham — y oHu — - �� — _ — — — — — STAND AREA — — — — — — - _- 9 i� DOC. NO. 20081205001392370 EX STREET -- -- -- -- ^��- _ — —=---- — SIGN c � oo--��------� — ----T' ---20' LS BUFFER-PF_OF_9ATE�EXF7 --I ------------ --- - '���° EXISTING D.R.C.C.T. N EX PP EX P EX ELEC TRANSFORM R — °H� / SEE NO 2 _ — -- — _ — DECELERATION — — — — — OHU ° .::::::::.:...:•::: :: •.: U -- _ — — — a a° ° — — RADIUS-2614.00' LANE III a EX 4' BARBED J��I S 89°54'57" 703.95' �I — — — a — ° 49a' — — DELTA-12°09'55" ZONING: PID EX PP °° --- ° --- 11�! °c °a ° ° a I a — — — WIRE FF CE — EX INLET--- _ _ _ — — EX PP — — — �'Sy �� — — — — _ ° ° — — — — CHORD BEARING-N 78°27'24" E °I Ial a �a 503 a a a a _ 4 — m� a — - - �` — — BOUNTY OUTER LOOP CHORD LENGTH-553.97' 111 rl — — — — — ARC LENGTH-555.01 PROP X INLET °°EX°4DP °a° — COLLIN ° IIIII ° / SIDEWALK PROP BFR PROP 5 ENTRY PROP 5 a °° GATE W/ACCESSIBLE SIDEWALK LOCKING MECHANISM f PAVEMENT LEGEND Doe DRIVEWAY PAVEMENT CR421 PROPOSED 8" 4,200 PSI CONC. @ 3 DAYS WITH #4 BARS @ 18" O.C.E.W. 0 Q 0 u � DUMPSTER PAVEMENT PROPOSED 8" 4,000 PSI CONC. @ 28 DAYS WITH d COLLIN COUNTY OUTER LOOP #4 BARS @ 18" O.C.E.W. (DOUBLE MAT) " MEDIUM DUTY PAVEMENT (DRIVE AISLE) C PROPOSED 7" 3,600 PSI CONC. @ 28 DAYS WITH Q� %PROJECT #4 BARS @ 18" O.C.E.W. SEQUOIA LN LOCATION LIGHT DUTY PAVEMENT (CAR PARKING) PROPOSED 6" 3,600 PSI CONC. @ 28 DAYS WITH R417 #3 BARS @ 18" O.C.E.W. a a 5 DO SIDEWALK PAVEMENT v 121 PROPOSED 4" 3,000 PSI CONC. @ 28 DAYS WITH U #3 BARS @ 18" O.C.E.W. VICINITY MAP SCALE: 1` 2000' 5 a m PAVEMENT NOTES: 1. ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6" AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE. 2. THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS @ 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING COMPOUND. 3. THE CONTRACTOR SHALL PROVIDE A Y2" EXPANSION JOINT W/ SELF LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED CONCRETE PAVEMENT AND THE PROPOSED BUILDING. SITE INFORMATION ZONING: 1-1 (LIGHT INDUSTRIAL) LAND USE: PERMANENT CONCRETE BATCH PLANT GROSS LOT AREA: 9.95 ACRES (433,746 SF) NET LOT AREA: 9.71 ACRES (422,942 SF) PROPOSED BUILDING AREA: 1,000 SF (0.24%) EXISTING BUILDING AREA: 2,704 SF (0.64%) TOTAL BUILDING AREA:3,704 SF (0.88%) PROPOSED BUILDING HEIGHT: 1-STORY LOT COVERAGE: 0.45% (188,805 SF) PARKING REQUIRED: MANUFACTURING: 3,704 SF @ 1 SPACE/500 SF = 8 SPACES MINIMUM PARKING REQUIRED: 10 SPACES PARKING PROVIDED: 38 SPACES HANDICAP PARKING REQUIRED: 2 SPACES HANDICAP PARKING PROVIDED: 2 SPACES LANDSCAPE AREA: INTERNAL LANDSCAPE AREA REQUIRED: 304 SF INTERNAL LANDSCAPE AREA PROVIDED: 130,834 SF TOTAL LANDSCAPE AREA REQUIRED: 43,375 SF (10%) TOTAL LANDSCAPE AREA PROVIDED: 154,416 SF (35.6%) REFER TO LANDSCAPE PLAN FOR CALCULATIONS APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA APPROVED MAY121 2020 CITY COUNCIL CITY OF ANNA LEGEND �RF IRON ROD FOUND POWER POLE iRs IRON ROD SET LIGHT POLE CUT X IN CONCRETE WATER VALVE F.C.P. FENCE CORNER POST OSSMH SANITARY SEWER MANHOLE r/r ASPHALT FIRE HYDRANT 0 TELEPHONE MANHOLE ®WM WATER METER PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE # 86942 DATE: 0413012020 SITE PLAN NBR-ANNA ADDITION LOT 1, BLOCK A TRACT 107, D.E.W. BABB SURVEY ABSTRACT NO. 33 9.96 ACRES CITY OF ANNA COLLIN COUNTY, TEXAS DATE: 04/30/2020 0� N 'OOX U�`nLL z°°♦I, W m 03 — Q 0)� 0.OW ZO >0m 0 Z♦�� WNO ZO_j _�-0) Qff1 ♦ ,y 3 IJ.I WCOWoz J = WwL'a3 z�N�3 m 21CD 0 —O�M0) L9 W X O zW 0 T 0- m N W�Orn a z X Q Lu Q�epU)z~ zU wz>- z0QEKaz Q m Q <0 0 Z) z Q m zti�U z O Q z m J z p U z J LLI m DRAWN: JAN DATE: 03/17/20 HEI #: 19-1006 SHEET NO: C2 CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE NBR ANNA ADDITION, BLOCK A, LOT 1, SITE PLAN. WHEREAS, In order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Article 9.02 of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Tony Strickland and R&R Owens Properties, LTD have submitted an application for the approval of the NBR Anna Addition, Block A, Lot 1, Site Plan; WHEREAS, The NBR Anna Addition, Block A, Lot 1, Site Plan conforms to the existing zoning; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Site Plan The City Council hereby approves the NBR Anna Addition, Block A, Lot 1, Site Plan attached hereto as Exhibit A. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 12th day of May, 2020. ATTEST: APPROVED: City Secretary, Carrie L. Land Mayor, Nate Pike THE CITY OF Anna AGENDA ITEM: Item No. 5.f. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve a Resolution approving the Final Plat for The Villages of Hurricane Creek, Phase 1. (Director of Development Services Ross Altobelli) SUMMARY: 215 single-family residential lots, one civic center (fire station) lot, and six HOA lots on 92.3± acres located 662± feet north of West White Street (FM 455) and 832± feet west of U.S. Highway 75. Zoned Planned Development-689-2015 and Planned Development-2001-18. Strategic Connection This items supports the City ofAnna Strategic Plan, specifically advancing: Goal 2: Sustainable Anna Community Through Planned, Managed Growth STAFF RECOMMENDATION: The Planning & Zoning Commission recommended approval. ATTACHMENTS: Description Upload Date Type Locator 4/30/2020 Exhibit Exhibit A 5/8/2020 Exhibit Resolution 5/8/2020 Resolution Case No. N m 0 100 5 200 300 GRAPHIC SCALE IN FEET LOT TABULATION BLOCK RESIDENTIAL LOTS OTHER A 15 1 PRIVATE OPEN SPACE 8 5 C 20 D 23 E 14 F 8 1 PRIVATE OPEN SPACE G 19 1 PRIVATE OPEN SPACE H 16 1 6 1 AMENITY CENTER 1 9 1 PRIVATE OPEN SPACES 1 FIRE STATION K 18 L 22 M 4 N 7 O 18 1 PRIVATE OPEN SPACE P 11 TOTAL 215 7 LOT 1X FLOCK A HOA (OPEN SPACE) Detail "A" i "=1 00' LOT 1 X, BLOCK A HOA (OPEN SPACE) Detail "B" 1"=goo' Date of Preparation: February 2019 ENGINEER Peloton Land Solutions TBPE Firm No. 12207 10875 John W. 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F �, o. `a'} �- � 5,W2en . , � ° , a° $ s5 ��°14 \ ��� ® 12 y �% 1 ,y g 4 s' Approximate Survey Line rr °� r �g3 ' a �� °°' 3 a ��• c PP Y N N0.- ' �c. fy 00'. L• 2 `r,9- 5' WME. O e�15 131a. m �� °•�.y 5 �, � A� - ��. ', -,�, a,, yea g19 � vl sre .y� o � , �°. 0� C a� 4 $ aka �See5De0Cto l �3�. I° S� City of Anna .( 2� 15' D-E. y � j ^^ �, T / Right -of -Way ° m �� A61 n See Detail 1 I 1 - Dedication Inst. # 15' s.s.E. h9 20180724OD091751 O [� C37 Na �� LOT IX, BLOCK A y r� See Detail O. P. R. C. C. T. _ a `L HOA (OPEN SPACE) 5 15' S.S.E. S89°21'12"W 420.50' SCR ' See Detail �'iaa o E C26 ` "A" C' tS7g525g" �� Ln 100-Year Post -Development l I d Per Pelaton Study DatedNo Doted November 5, 2015/ 15' D.E. 1 15' S.S.E- Two, Ltd' S160 See Detail _ 1 / \� (By Separate Anna 10Q01 C� "$^ j / ` , Instrument One '7Q20 LOT 1 x Q Variable width � , ) rr1 t � Q. 20 1 �4'] BLOCK A C D.E.{By Seporota HOA \n`rument / ,, \ lnStrU VpI. O.P.R P9 afl (OPEN SPACE) / 10' U.E. 5/8" IRF M _ \x \ �- < Variable width } f Pei nt of / ` D.E.(By Separate) ,,nstrument Beginning OWNER I cinder ° CADG Hurricane Creek, LLC RePartners, Ltd• Future Right -of -Way x T 1800 Valley View Lane I WBK 292, Pg. 27 , o Future Right-of-WayRemaind red Suite 300 Vol+nstrurnent No+ \ Q Don CcIIS{eve Cameron Farmers Branch, Texas 75234 I ( 0()126145) Tedford 5257 pg. 4877 469-892-7200 0.P R C. G.T. ` Vol. O.P.Fz.C.C.T. � I T T�!"1 T�lITTI D.E. U.E. VE. WM E. IRF ESM T. SME. TYP. C.R.C.C.T. E].P.R.C.C.T. C3.R.C.C.T, 4. ROSEWAY STREET a 0 >-° z Q FM 455 Vicinity -14ap 10' U.E. TYP. STREET CIO nr1 m -� 10' U. E. TYP. LOT LOT LOT 0' UE TYPICAL DETAIL BUILDING LINE DRAINAGE EASEMENT UTILITY EASEMENT VISIBILITY EASEMENT WALL MAINTENANCE EASEMENT IRON ROD FOUND EASEMENT SIDEWALK MAINTENANCE EASEMENT TYPICAL COURT RECORDS, COLLIN COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS DEED RECORDS, COLLIN COUNTY, TEXAS LAND USE TABLE LAND USE ACREAGE RESIDENTIAL 49.071 RIGHT-OF-WAY 18.713 PRIVATE OPEN SPACE 20.177 AMENITY CENTER 2.231 FIRE STATION 2.149 TOTAL 92.341 NOTES: 75 LU 1. ALL PROPERTY CORNERS ARE 5/8" IRON RODS WITH YELLOW CAP STAMPED "PELOTON" UNLESS OTHERWISE NOTED. 2. ALL COMMON AREAS AND OPEN SPACES TO 8E CONVEYED TO AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 3. RETAINING WALLS SHALL 8E MAINTAINED 8Y THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALL 15 LOCATED. 4. SCREENING WALLS ARE TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND A 5-FOOT WALL MAINTENANCE EASEMENT PROVIDED ON LOTS BACKING. "Preliminary, this document shall not be recorded for any purpose and shall not he used or viewed or relied upon as a final survey document" 22 TAC 663.18C Todd A. Bridges RPLS 4940 Date:2J2$J2019 APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA , A Filial Plat of The Villave s cif Hurricane Creek Phase I 215 Residential Lots Totaling 92.341 Acres SITUATED IN THE J. BOYLE SURVEY, ABSTRACT NO. 105, THE J. COFFMAN SURVEY, ABSTRACT NO. 197, THE T. RATTAN SURVEY, ABSTRACT NO. 782, AND THE W. S. RATTAN SURVEY, ABSTRACT NO. 752, CITY OF ANNA, COLLIN COUNTY, TEXAS APPROVED MAY121 2020 CITY COUNCIL CITY OF ANNA o 0 LLI � o Z N U u7 H o m � �CD C D r ~ U � o¢Q� n I C]YIsQZ ¢aa�� 1N-rnm�Wj¢ tn�j w(ncn Wo�zQ d� � N p � � D N Io MOO ¢ w WY�mz�r 0 v��n�3 z � p D p Q (� N-jUrUy¢ a � � �X47D 00� ��n Q � ��o0dlj O Q Y Zr D-63 W U J LL OQDY�QO �JUUm�m�lai ,�m Y IaW�xw} Q D Lz >� � z (n Y N a D Z Y Jr¢Ql` W mrJr UI = roz�'x� Q¢Iz� w a°DoU7� r�tn-�COzm �7oO-�Z aWm 03: a u7 zc.Q Z v ti t` ti ti F J � v � 0 o u. O Q Z N W a J 3 i m .. .■■■. tip 2 .......■ tip a SHEET OF 3 SHEETS EXHIBIT A 1 OF 3 S N 1 rr] N z LU U V) a� a� U v U L 73 1 N 0 n z w U 0 ROSEWAY STREET 75 Ags N . T. 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VISIBILITY EASEMENT GADC Hur{ ument No ❑ / // r \ \ '� WME. WALL MAINTENANCE EASEMENT Ins052g00U631 C2 // // \ \\ �� �7.\ �� c� 644, z4.s4 _ sa.s�- - a2.ao;_ .Sz.ao'- a2,ao' _ - $3.ao'_ - �Ss.oa j 5$.37. _ 5.74' _ C, IRF IRON ROD FOUND 2015a P R•C.C•T. / /// \\ 6� �' y�'� fl N N o '��s� Q r ESMT. EASEMENT / r / C1 cp- z s g o a g o N o A LOT 1x° SME. SIDEWALK MAINTENANCE EASEMENT / i /�`'� �� u' 9 ' ^' � a � �' a 0 Ln Ln � � � �w BLOCK o TYP, TYPICAL / �- 2 '�% g 4 -� 5 0 o 7 8 (OPEN ,� m / rr 20' Access & U.E. ,r N w ❑ w ❑ o a z a -? ra o ''' �' 0 4 - 0 s*i o T C.R.C.C.T. COURT RECORDS, COLLIN COUNTY, TEXAS r-- .�- - / / (By Separate Instrument) L5 25'x25' c �+ m ff; � m m SPACE) d I " / / L28 L� VE- SME. 0'- m N85'44'40'E 5' µq�E• HOA rn O.P,R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS 11 / / 17.71' G \ [n N89'13'07 E D_R_C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS �- / / / / '�, 75.a4-s4.70'.-S2.ao'- - 8z.ao'- - s2.ao' - -83.0, - 83.00'- - s3.5o'--s2.5o' N rn 24'X50' Access & U.E. � � 1 $'29 N81'0003E � V J (B Separate Instrument / / �/� 9 \ 62.70' 8a.00' s0-00, 80.00' sa.0o' 90.fl0' $O.00' So.00' r f ' y } s• _ CTl 84' m a -IN . 0 75 0 z � a � � 0o a v w � o / / / •## I � O 5 N N N N C7 (� N N O N O p °o'��f��'jt� 9� 18 17 N� 1g -$ 15 oN 14 0$ 13 �� 12 0� 11 N� 10 Q o m v '~ a ' ❑ ❑ N ❑ n; 0 a n^�, 5' WME. 25'X25' 25'x25' 20' B.L. VE;SME. V� . 17.51' l0 U.E. �� 80.00' - 80.00" --80.00'--80.00' - ao.a0 - --80.00' U.E, f 80.00'- L18 6�. Lakeshore Drive _ S L17 S89-13'07'W 195,60 m Variable Sanitary Sewer Esmt. / / / 1 \ sss'13'a7'W 477.so' 1 , , (By Separate instrument) / / /p S# 25'K25' C9 5'x25' VE. SME. / t �, / °� r VE. SME. 28.71' - 03.22'T ---82.00'--82.00'- - _82.00' - --95.08'-120.00'_ - /e4❑ e / c� 5I$ r ` 1fl U.E. 15' I r' D❑ 9 20' B.L. 25 k25 I 25 x25 B.L. 00" F ai° VE. SyME, VE. 51 E. 2 / �/ 0 2 N O 3 N O 4 N 4 5 O A [] �� •P LLG / / / ° jr+ 1P / ❑ o0 0 0 u, a586'20'16"W urricane Crew / �y� ,# � m m r M 1 12fl.00' CADC H ent N / / 5' WME. \ 3 �9 �.%� ?p jr, 2 lnstrum 0631 Q20 / / / a' .`�. �$ / °o. 30.78' 128.33' a2.oa' $z.ao' $2.ao' ss.49' 2015052�eC.C.T. / / $° j�p �; d / r7 °� L40 83.22' z Ns9'13'o7"E 70.32' 120.25' y 1� • R °rJ• rF D° / / S 22 h� 0 124.91' in } ! � / 0. % / Oj \ ,�°' r #i ce' m � 4 c�i 7 cn l s84'12'0s'W ADO °° \ sR 4 ^° 9rf '? °o F % 9�°� 17W ' 16 21 4. = 1 m 120.00' 3 J I / f f / \ \ / f / \ aN 5 o � 10 1 S\\F \ s#sb 4� 15 ss3'z9i Ck 5' WME. �Y Q^�e°°• \ °0 ,#�� ,°QS�rpa 18 sir 5' WME�� s 8 } $8203'01"W X,�� 120.00, / �( �� / \ / rria °°P✓ °h! VK�\r �i� c� �R° / / / ¢Q a��c ��e ?0❑. / / \ / // % / / ° \ SO�� ; a !°' /fh h ids S. p re r.\S� o• 20 L31C °c' 1 00S8112a.oua 5WMESo34'38'E l` 0 l40 .39'35"W �r / ly 1.29 +� 's% acn I a o� �$°�° fob 00 \S� 1 �a \ �� �° " I 1 579 zo 00 a o Q ❑, U' /1 1 / 'i J \ m 1 s77• 1 N I7'Q3 �p G°. ° ? r O) ' J m 14 rn 5a @ l 5' WME. v N \ Sl / g o ¢Z. ,$� 2 \ \ 2S• V'v ry j' 96.26' C 587'59'45"E 55.56' 4 rC 99.8 l I 75.91' N82'3, 5' WME, ll � p Q a°ky Q} , '�a "arty 75.91 z 10 l 1 s7743'3�W / r \ Q" / / �o 'pia ❑� x Trs E 1 z� `�' 1 13 o Turnaround Esmt. °°•- F g❑' p9/ °j r m 12 N N 1 p it Al s (By Separate Instrument / S cn y e4.ry� � 72. 1 2 0P -a o C ? ti5 S10- ' } 6 m -] lW 1 01. 1 5?5'33 55 W 1ao.nB 1 ll 7 / 20 X50 Access & �° v 6s s,Y. 41 ` I"!Ve s2• 1 1 / \ . _ \ /, 2� 2 4 ` ` 775 tit `gyp o / U.E. (By Separate / /� 5' D.E. y 2' Instrument) / / 'x (By Separate ��� 2� 72. ry ^g �7 io' u,E� s ' 1 -k200 --I c { ) / g K -3 N82 V, o' _ 77 52'- Instrument) / 92 r `S8 �y h V y 20' E.L. ~ s 3° s �O \ / / r✓ e i Cam] J ` °� 8g. 2' ❑ Q � N [7 �1 8 5' WME. `t8N697240a g 4 6 `-1 n� o W o 8 �o a� �68 9271• W g a 5 o v 6 7 0 1m kOW J-[�P�! '/t _/ J�,� ��D S?., 17 0 5 5326,E "79Zar"w 0 m m 57519YW ' ' s7��20�a �` L33 1. N8312'WW 589'47'59"W S82-48'17W S7.42 ' 1 o ~68.J4' 92.18' 92.11' 92.12 39 6cj m1 sue- r, '' z L34 -77.00'- 70.43'- L36 54.57' 37.55' K r �+ 5Xa5 JL r' 15 [n L35 x 14 rn �0 zz 1� �� 2 �5� B5 r z 5' WME. a isSvc 511E o ca u„ N n� P 2 �7 W 94 5y9 / 5' D.E. W � � o 897�. 20' 6 ri cn az Se (By Separate 30' Sanitary Sewer Esmt. 1- - Instrument J asp 7a - sir 4� 0� 5 - / / (By Separate Instrument) �� y 1 89.86- �1fl' U:E. J�3g,r 25k25 yx� 88.98' - - 89.17'- 2� �' // ---------•-------------.5- den �.� / � t Approximate Survey Line f j - - -�- / / ~~,� N90'00'00"W 492.78' , �� C51 rJr f r`l Tract 1 Texas Power & Light / / ! LOT 19 Company Easement / HS ~ BLOCK K Volume 844, Page 138 / / / , SZ56S3 D.R.C.C.T. AND 30' Sanitary Sewer Esmt. ��q� , DRAIN GE EIASEMENTj Instrument No. 20170607000736840 Z S 9 1 , D.R.C.C.T. CD emainder � � [' OFF�C� R ht Gri99er J ��P LOT 2x )Wlg ��. 299 } -� L ��S BLOCK K ~� _r N85'34'55"W 437.30' Vol. 3 . C. T. } - l o 1 / R. t/ (OPEN SPACE} d / p100-Year Post- Oevelopment 4�- 0 Floodplain Per Peloton Study o m Dated November 5, 2015tD 1. ALL PROPERTY CORNERS ARE 5/8" IRON RODS WITH YELLOW CAP STAMPED "PELOTON" UNLESS OTHERWISE NOTED. 2. ALL COMMON AREAS AND OPEN SPACES TO BE CONVEYED TO AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 3. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY WHERE SUCH RETAINING WALL IS LOCATED. 4. SCREENING WALLS ARE TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND A 5-FOOT WALL MAINTENANCE EASEMENT PROVIDED ON LOTS BACKING. Case No. 5' WME. IFS �. - S Su0 c 4 f y, st, _ 5' O.E. '°p, t°' 99 �., F,'� `�` � ] �j t27 � 20' B.L. � 95.6i 4 �❑ S 1 ` _S' - 0$ol�in E 95.61'- J 35 5' WME. O / hS y7 N88'58'27"E 735.79' Rerr,ainder }_td parjners, 27 A 45) �p �O� 42, 98-0126 0nstrurr'e 0 Date of Preparation: February 2019 ENGINEER Peloton Land Solutions TBPE Firm No. 12207 10875 John W. Elliott Drive Suite 400 Frisco, Texas 75033 469-213-1800 Contact: Chuck Lamping S88'58'27"W 1910.63' APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA A Final Plat of APPROVED I MAY125 2020 CITY COUNCIL CITY OF ANNA The Villages of Hurricane Creek Phase I OWNER CADG Hurricane Creek, LLC 215 Residential Lots Totaling 132.341 Acres 1800 Valley View Lane SITUATED IN THE J. BOYLE SURVEY, ABSTRACT NO. 105, THE J. COFFMAN Suite 300 SURVEY, ABSTRACT NO. 197, THE T. RATTAN SURVEY, ABSTRACT NO. 782, Farmers Branch, Texas 75234 AND THE W. S. RATTAN SURVEY, ABSTRACT NO. 752, CITY OF ANNA, COLLIN 469-892-7200 COUNTY, TEXAS Q co {w (� � r r 00 U co H o m � c � 0 © U O x M I- to n �0�¢M0 j OYLL.<a QU❑o}F 12rom� a 0JI 5� I,,I N 0 LLJ 6 K F a Q Q-O}" �pWW l, 7 = mY-TO0� 0- NOYF (7)JUC�z °°�Qwa LLJ 12(6mziE-a W a 7 ni¢160t ry Vjcj RCN U Y Paz J LLD Z m�QmU�a N Q C; 0 I � J U Imgr¢Q °- xmQM1Z Q1-0o�i ¢ = m�lQ�Zz Q YapQwy-j Ii- va0C�c>WQ Q m, OmM I �J cotd m�a F�m��� Q ,L,:>cS98 J %.700 # X q- d 0 r ¢ Q � XOIOW Ld r j<0X0 �Ja-jWir 000 Dal w a0°o�j� rF J m Z)(3) O �0 z Owm U J SHEET 2 I I OF 3 SHEETS EXHIBIT A 20F3 s NOTES: v N 0... 1 ram] z LEI 0 V) a� U 0 U U L 1 N 0 z w U 0 LINE TABLE NO. BEARING LENGTH L1 N43'41'11 "W 120.00' L2 S46'18'49"W 117.06' L3 N43'41'11 "W 50.00' L4 N46'18'49"E 145.00' L5 N46'17'1 YE 2.17' L6 S23'12'58"E 16.58' L7 S89'13'07"W 170.00' L8 S01'32'35"W 138.83' L9 S03'56'49"W 63.28' L10 S20'40'36"W 64.06' 111 S34'31'32"W 64.92' L12 S55'11'09"W 70.72' L14 N20'57'48"W 25.34' L15 S69'02'12"W 9.99' L16 S74'27'22"W 88,28' L17 S00'46'53"E 2.69' L18 NOO'46'53"W 2.69' L19 SDO'46'53"E 2.69' L20 SOO'46'53"E 2.69' L21 S00'46'53"E 2.69' L22 N50'00'25"W 40.00' L23 S55'20'48"W 15.00' L24 S36'16'47"E 30.78' L25 S36'16'47"E 81,12' L26 S21'18'52"E 2.58' EL282 N36'16'46"W 30.79' S46'18'49"W 2.17' LINE TABLE NO, BEARING LENGTH L29 S89'13'07"W 160.00' L30 N43'41'11 "W 38.21' L31 S68'21'39"E 3.85' 1-32 N55'11'18"W 23.33' L33 N76'12'21 "W 23.77' L34 N83'12'11 "W 8.60' L35 N83'12'11 "W 6.58' L36 S89'47'59"W 21.68' L37 N82'38'24"E 20,36' 1-38 N85'59'27"E 64.99' L39 N51'51'48"E 40.00' L40 N89'13'07"E 15.68' L41 S89'13'07"W 15.96' L42 S89'13'07"W 15.96' L43 N36'16'46"W 30,77' L44 S36'16'43"E 6.80' L45 S26'56'15"E 16.85' L46 S10'30'16"E 23,76' L47 S07'13'02"E 16.91' L48 S01'32'35"W 32.88' L49 S34'24'15"W 12.63' L50 S54'46'57"W 5.56' L51 S33'10'23"E 29.55' L52 S59'01'03"W 8.58' L53 N4654'58"E 22,38' L54 S43'05'02"E 15.00' L55 S46'54'58"W 22.38' Curve Table Curve # Delta Rod. Len. Brng Dist. C1 5*54'13" 465.00' 47.91' N49*15'56"E 47,89' C2 5'02'21" 700.00' 61.57' S56'44'35"W 61.55' C3 16'27'03" 700.00' 200.98' S29'11'19"E 200.29' C4 59*38'19" 900.00' 936.80' S81'08'38"E 895.08' C5 92'48'53" 50.00' 81.00' SO4'55'02"E 72.43' C6 61'47'55" 610.00' 657.94' S74'35'08"E 626.51' C7 4'49'27" 610.00' 51.36' S46'05'54"E 51.34' C8 42°54'39" 150.00' 112.34' S67'44'42"W 109.73' C9 42°54'39" 150.00' 112.34' S67'44'42"W 109.73' C10 39'55'58" 440.00' 306.66' S69'14'46"W 300.49' C11 20'51'20" 2155.00' 784.42' S11'12'33"E 780.09' C12 20'10'55" 1960.00' 690.39' S10'52'20"E 686.83' C13 12'51'46" 1755.00' 393.99' S28'13'19"E 393.17' C14 21'00'33" 1755.00' 643.52' S11'17'09"E 639.92' C15 21'09'40" 1465.00' 541.07' S11'22'41 "E 538.00' C16 90'00'00" 50.00' 78.54' S81'16'47"E 70.71' C17 14'20'20" 1465,00' 366.63' S29'07'25"E 365.67' C18 15'46'17" 1175.00' 323.44' S28'23'38"E 322.42' C19 19'43'37" 1175.00' 404.55' S10'38'41 "E 402.55' C20 90'00'00" 98.00' 153, 94' S44'13'07"W 138, 59' C21 90`00'00" 98.00' 153.94' N45'46'53"W 138.59' C22 65'14'04" 98.00' 111.58' N31*50'13"E 105.65' C23 89'58'19" 98.00' 153.89' S45'47'36"E 138.56' C24 89'48'39" 75.00' 117.56' S81'1 1'07"E 105.89' C25 94'00'00" 25.00' 39.27' S81'16'47"E 35.36' C26 295°38'11" 50.00' 257.99' S76'47'00"E 53,26' C27 2'58'27" 440.00' 22.84' S47'48'02"W 22.84' C28 299'44'10" 50.00' 261.57' N63'15'11 "W 50.20' C29 299'52'55" 50.00' 261.70' N17'53'48"W 50.09' C30 92`47'13" 25.00' 40.49' SO4'54'13"E 36.20' LINE TABLE NO. BEARING LENGTH L56 N64'18'24"E 242.81' L57 N36*16'46"W 7.58' L58 S64'18'24"W 256.83' L59 S53'44'20"W 19.77' L60 S55'17'12"W 8.75' L61 S08'45'25"W 40,87' L62 N8174'35"W 15.00' L63 N08'45'25"E 47.09' L64 N53'46'53'E 6.51' L65 N05'47'15"W 9.08' L66 S02'26'04"E 142.18' L67 S71'48'36"W 15.59' L68 S0226'04"E 144.51' L70 S36'16'47"E 15.00' L71 N54'49'57'E 8.50' L72 N12'40'03"W 88.15' L73 N61'13'57"E 15.61' L74 S12'40'03"E 102.50' L75 S54'49'57"W 18.23' L76 N89'13'10"E 55.56' L77 N59'26'29"E 27.36' Curve Table Curve # Del to Rod. Len. Brng Dist. C31 92'48'06" 75.00' 121.48' SO4'54'39"E 108.63' C32 2'34'04" 535.00' 28.46' S44'58'13"E 28.46' C33 19'03'11" 660.00' 219.48' N30'29'27"E 218.47' C34 13'39'30" 740.25' 176.46' S28'19'57"E 176.05' C35 0*32'15" 740,00' 6.94' S21'13'55"E 6.94' C36 24°46'02" 98.00' 42.36' N76'50'10"E 42.03' C37 1'02'02" 650.00' 11.73' S21'29'37"E 11.73' C38 5'02'21" 700.00' 61.57' S56'44'35"E 61.55' C41 107'40'11" 50.00' 93.96' S53'14'59"E 80.73' C42 17'16'55" 50.00' 15.08' N64'16'29"E 15.02' C43 5'56'17" 75.00' 7.77' S39'14'55"E 7.77' C44 21'18'18" 50.00' 18.59' S10'04'03"E 18.49' C45 31'27'26" 75.00' 41.18' N69'38'17"E 40,66' C46 32°55'59" 75.00' 43.11' S52'44'47"E 42.52' C47 62'41'10" 75.00' 82.06' S67'37'22"E 78.02' C48 11'34'02" 75.00' 15.14' N75'15'02"E 15.12' C49 15'33'28" 75.00' 20,36' N61'41'18"E 20.30' C51 2'55'03" 925.00' 47.10' N88'09'25"E 47.10' C53 1217'54" 107.50' 23.07' N40'46'01"E 23.03' C54 8'28'34" 118.60' 17.55' N42'05'18"E 17.53' C55 0'56'17" 1030.00' 16.86' N011501"W 16.86' C56 3'49'53" 1030.00' 68.88' NO2'41'49"W 68.86' C57 3'20'00" 950.00' 55,27' NO2'26'53"W 55.26' 63 LOT 1X, BLOCKA HOA (OPEN SPACE) Detail "C" 1 "=1 00, OWNER'S DEDICATION 1. ALL PROPERTY CORNERS ARE 5/8" IRON RODS WITH YELLOW CAP STAMPED "PELOTON" UNLESS OTHERWISE NOTED. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 2. ALL COMMON AREAS AND OPEN SPACES TO BE CONVEYED TO AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THAT CADG HURRICANE CREEK, LLC, BEING THE SOLE OWNER DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE. DESCRIBED REAL PROPERTY AS, LOTS 1-15 AND LOT 1X, BLOCK A, LOTS 1-5, BLOCK B, LOTS 1-20, BLOCK C, LOTS 1-23, BLOCK 3. RETAINING WALLS SHALL BE MAINTAINED BY THE OWNER OF THE D, LOTS 1-14, BLOCK E, LOTS 1-8 AND LOT 1X, BLOCK F, LOTS 1-19 AND LOT 1X, BLOCK G, LOTS 1-16, BLOCK H, LOTS 1-6 PROPERTY WHERE SUCH RETAINING WALL IS LOCATED. AND LOT 1X, BLOCK I, LOT 1-9 AND LOTS 1X-2X, BLOCK J, LOTS 1-19 LOT 1X AND 2X, BLOCK K, LOTS 1-22, BLOCK L, LOTS 4. SCREENING WALLS ARE TO BE MAINTAINED BY THE HOMEOWNER'S 1-4, BLOCK M, LOTS 1-7, BLOCK N, LOTS 1-18 AND LOT 1X, BLOCK 0, AND LOTS 1-11, BLOCK P, THE VILLAGES OF HURRICANE ASSOCIATION AND A 5-FOOT WALL MAINTENANCE EASEMENT PROVIDED CREEK, PHASE I, AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY, TEXAS AND WE DO HEREBY DEDICATE, IN FEE SIMPLE, TO ON LOTS BACKING. THE PUBLIC USE FOREVER, THE STREETS SHOWN THEREON. THE STREETS ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS PLAT. IN ADDITION, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF ANNA'S USE THEREOF. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS. THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. Detail "D" 1 "=100, BY: CADG HURRICANE CREEK, LLC BY: STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ----------------------, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ---------- DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS PRINTED NAME 2019. KNOW ALL MEN BY THESE PRESENTS: MY COMMISSION EXPIRES: THAT I, TODD A. BRIDGES, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS "SET" WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION ORDINANCE OF THE CITY OF ANNA. ------------------------------------- TQDD A. BRIDGES REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4940 "Preliminary, this document shall not be recorded for any purpose and shall not he used or viewed or relied upon as a final survey document" 22TAC 663.I8C Todd A. Bridges RPLS 4940 Date:2/28/2019 STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED TODD A. BRIDGES, KNOWN TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED, AND IN THE CAPACITY THEREIN STATED AND AS THE ACT AND DEED OF SAID COMPANY. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE ---- DAY OF ---------------, 2019. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS 19i4 tliIIIl►l!6►JIII MY COMMISSION EXPIRES: 12 L75e� ,g (D Co �� L71 1 15' D.E. See Detoil ` l LOT 1X, BLOCK A HOA (OPEN SPACE) Case No. Detail "E" 1 "=100, Date of Preparation: February 2019 ENGINEER Peloton Land Solutions TBPE Firm No. 12207 10875 John W. Elliott Drive Suite 400 Frisco, Texas 75033 469-213-1800 Contact: Chuck Lamping LEGAL DESCRIPTION BEING a tract of land situated in the Joseph Boyle Survey, Abstract Number 105, W.S. Rattan Survey, Abstract Number 752, T. Rattan Survey, Abstract Number 782, and the J. Coffman Survey, Abstract Number 197, Collin County, Texas and being port of that tract of land described in deed to CADG Hurricane Creek, LLC, recorded in Instrument Number 20150529000631020 of the Official Public Records of Collin County, Texas and being more particularly described as follows: BEGINNING at ❑ 5/8" iron rod found for the northeast corner of a remainder tract WBK Partners, LTD recorded in Volume 4292, Page 27 of said Official Public Records and the easternmost southeast corner of said CADG Hurricane Creek, LLC tract; THENCE S 88'58'27" W, 1,910.63 feet with the south line of said CADG tract to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE departing said south line of the CADG Hurricane Creek, LLC tract, N 00'15'27" E, 421.11 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 46'18'49" E. 320.76 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 43'41'11" W, 120.00 feet to a 5/8" iron rod with plastic cop stamped "PELOTON" set; THENCE S46'18'49" W, 117.06 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 43'41'11" W, 50.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 46*18'49" E, 145.00 feet to a 5/8" iron rod with plastic cop stamped "PELOTON" set; THENCE N 43*41'11" W, 120.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 46*18'49" E, 570.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 43*41'11" W, 170.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 46*17'13" E, 2.17 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set to the beginning of a curve to the right; THENCE, with said curve to the right, an arc distance of 47.91 feet, through a central angle of 05'54'13", having a radius of 465.00 feet, the long chord bears N 49'15'56" E, 47.89 feet to a 5/8" iron rod with plastic cap stamped 'PELOTON" set; THENCE N 43'41'11" W, 163.78 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 46'18249" E, 259.24 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 89'13'07" E, 741.15 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 23*12'58" E, 16.58 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 8913'07" E, 140.84 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 5926'33" E, 195.37 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE N 89'13'07" E, 731.48 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S O0'46'53" E, 284.46 feet to a 5/8" iron rod with plastic cap stomped "PELOTON" set; THENCE N 89*13'07" E, 660.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 00'46'53" E, 50.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 89*13'07" W. 135.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S OO'46'53" E, 410.00 feet to a 5/8" iron rod with plastic cop stomped "PELOTON" set; THENCE S 89'13'07" W. 170.00 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 01'32'35" W. 138.83 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 03'56'49" W, 63.28 feet to a 5/8" iron rod with plastic cap stomped "PELOTON" set; THENCE S 20'40'36" W, 64.06 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 34'31'32" W, 64.92 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 56*29*24" W, 66.49 feet to a 5/8" iron rod with plastic cop stamped "PELOTON" set; THENCE S 55'11'09" W, 70.72 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 33*07'12" E, 131.90 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 36*16'47" E, 50.00 feet to ❑ 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 5343*13" W, 1.72 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 36*16'46" E, 163.61 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set in the east line of said CADG Hurricane Creek, LLC. Tract at the beginning of a curve to the right; THENCE with said curve to the right, an arc distance of 61.57 feet, through an angle of 05'02'21 ", having a radius of 700.00 feet, and a long chord which bears S 56'44'35" W, 61.55 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 59'01'03" W, 294.65 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 89'21'12" W, 420.50 feet to a 5/8" iron rod with plastic cap stamped "PELOTON" set; THENCE S 01'31'10" E, 184.67 feet to the POINT OF BEGINNING and containing 4,022,375 square feet or 92.341 acres of land, more or less. APPROVED THIS DAY OF 12019 BY THE CITY COUNCIL OF ANNA, TEXAS. APPROVED MAY 4, 2020 P&Z COMMISSION CITY OF ANNA MAYOR CITY SECRETARY APPROVED MAY121 2020 CITY COUNCIL CITY OF ANNA A Final Plat of The Villages of Hurricane Creek Phase I OWNER CADG Hurricane Creek, LLC 215 Residential Lots Totaling 92.341 Acres 1800 Valley View Lane SITUATED IN THE J. BOYLE SURVEY, ABSTRACT NO. 105, THE J. COFFMAN Suite 300 SURVEY, ABSTRACT NO. 197, THE T. RATTAN SURVEY, ABSTRACT NO. 782, Farmers Branch, Texas 75234 AND THE W. S. RATTAN SURVEY, ABSTRACT NO. 752, CITY OF ANNA, COLLIN 469-892-7200 COUNTY, TEXAS C 0 N a C LU C7 � rn r z Q ll� N U U) H o m m � C � 0 ❑ U O 0x 1 -> z ''~ m�awFZa J Ia�O¢a vOtty" - _5 0 F:0 jaivw Li I Y�NQ�i7 Q 0 - I a�Q M le EL Lar CV00L) 11M IZ m . rn CC '-Co- 0 No LL W J0QQ> x Q oaX I`- U N��orwna d - z z J F x p 0� � U 0 a z iD ai [q pp z >1 wa LL 0 0 1 v Q -1 n I�z 0 13��¢W Lv ��0- 0 PP=< Q 0wxr�< 3 � raHm O w m )ZO z LLJ = razmo� H r-j¢r:0 000) I zr- 0 -I zi- ZCo. 0z a100 �rJ .QH iP-pia ¢ U U O w m m co z N z 0 J 0 CA J Wz a J SHEET OF 3 SHEETS EXHIBIT A 30F3 CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE VILLAGES OF HURRICANE CREEK, PHASE 1, FINAL PLAT. WHEREAS, in order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Article 9.02 of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Marc Paquette- Peloton Land Solutions has submitted an application for the approval of the Villages of Hurricane Creek, Phase 1, Final Plat; WHEREAS, The Villages of Hurricane Creek, Phase 1, Final Plat generally conforms to the of Villages of Hurricane Creek, Phase 1, Preliminary Plat; WHEREAS, The Villages of Hurricane Creek, Phase 1, Final Plat conforms to the existing zoning; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Final Plat The City Council hereby approves the Villages of Hurricane Creek, Phase 1, Final Plat attached hereto as Exhibit A. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 12th day of May, 2020. ATTEST: APPROVED: City Secretary, Carrie L. Land Mayor, Nate Pike THE CITY OF Anna AGENDA ITEM: Item No. 5.g. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve an Ordinance Amending the FY 2020 Budget (Finance Director Dana Thornhill) SUMMARY: The Fund Balance and Working Capital Reserve Policy is included in the City's Financial Polices which was adopted on Tuesday, April 14, 2020. The policy on the Unassigned Fund Balance of the General Fund is located on page 16 of the Financial Policies. The policy states that it is the goal of the City to achieve and maintain an unassigned fund balance in the General Fund equal to 40% of total appropriations. A balance of more than 40% is considered to be excessive. The policy further states an Ordinance will be presented to Council when appropriate to give specific authority to the City Manager to make transfers of unexpended appropriations and excess revenues. The unassigned fund balance of the General Fund at the end of FY 2019 was $5,705,117. The total appropriations for FY 2020 for the General Fund total $10,234,724. Forty percent (40%) of total General Fund appropriations equates to $4,093,890. This results in excess revenues of $1,611,222. The attached Budget Amendment Ordinance and Exhibit A amends the existing budget and allows the City Manager to transfer out the excess funds to the Non -Bond Capital Projects Fund. Strategic Connection This items supports the City ofAnna Strategic Plan, specifically advancing: Goal 4: High Performing Professional City STAFF RECOMMENDATION: Staff recommends approval of the attached Ordinance amending the FY 2020 budget. ATTACHMENTS: Description Upload Date Type Budget Amendment Ordinance 5/6/2020 Staff Report Exhibit A 5/8/2020 Exhibit CITY OF ANNA ORDINANCE NO. AN ORDINANCE AMENDING ORDINANCE NO. 830-2019 ADOPTING THE BUDGET FOR THE 2019-2020 FISCAL YEAR; PROVIDING FOR SAVINGS, SEVERABILITY, AND REPEALING CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, on September 17, 2019, the City Council of the City of Anna, Texas ("City Council"), after a duly noticed public hearing as required under Texas Local Gov't Code §102.106, and in accordance with applicable provisions of the City of Anna, Texas Home -Rule Charter ("Charter"), adopted a budget of all municipal appropriations and expenditures for the 2019-2020 fiscal year; and WHEREAS, the City is authorized to make this budget amendment by majority vote of the City Council under Section 7.09 of the Charter; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS THAT: SECTION 1. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this ordinance for all purposes and are adopted as a part of the judgment and findings of the City Council with respect to the budget amendments described herein. SECTION 2. The City Council of the City officially finds, determines, and declares that the City of Anna 2019-2020 fiscal year budget is hereby amended with respect to its General Fund (10) as set forth in the original budget adopted under Ordinance No. 830- 2019 by replacing the information regarding said funds with the information relating to said funds set forth in the attached Exhibit A, incorporated herein for all purposes. SECTION 4. Upon adoption and execution of this ordinance, the City Secretary is directed to attach same and its exhibits to the original City of Anna 2019-2020 fiscal year budget in all places where said budget is filed as of public record or posted for public inspection. SECTION 5. If any provision of this ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this ordinance would have been enacted without such invalid provision. SECTION 6. It is officially found, determined, and declared that the meeting at which this ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including PAGE 1 OF 2 this ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. PASSED, APPROVED, AND ADOPTED on first and final reading on this 12th day of May, 2020. ATTESTED: APPROVED: City Secretary, Carrie Land Mayor, Nate Pike PAGE 2OF2 Fund 10 Transfer Out to the Non -Bond Capital Project Fund Administration Balance Over 40% 10-400-9800 Transfer Out $ NEV151,57 $ 1,611,223 1,762,768 THE CITY OF Anna AGENDA ITEM: Item No. 5.h. City Council Agenda Staff Report Meeting Date: 5/12/2020 Approve a Resolution of the City of Anna, Texas approving and authorizing the City Manager to act on the City's behalf in authorizing the execution of a lease contract for a Uactor 2100i Combination Sewer Cleaner from Kinloch Equipment & Supply, Incorporated with lease terms not to exceed the financial obligations shown in Exhibit "A" attached hereto, and providing for an effective date. (Director of Public Works Greg Peters, P.E.) SUMMARY: The City of Anna Public Works Department is seeking to lease a combination sewer maintenance vehicle for maintenance activities. This vehicle is needed for multiple reasons, including: • Improve maintenance program - initiate weekly sewer jetting program to better maintain our existing sewer system. • Improve emergency response action - proper response to sewer overflows when they occur, with the ability to vacuum a large volume of sewage and safely transport and deposit it to a suitable location. • Improve sewer lift station maintenance - allow draining and proper cleaning of wet wells to decrease corrosion and allow for proper maintenance of internal well walls. In addition, this truck will be used to pump and haul sewer for the first homes built in Hurricane Creek subdivision if houses are finished prior to completion of the trunk sewer construction. Easement acquisition from properties in the ETJ of Melissa has been difficult, causing delays to bidding the Hurricane Creek Trunk Sewer project. These land owners see little benefit to providing an outside City with easements through their properties. Staff is working to address the property owner concerns and issue final offers to these property owners so that the project will be bid this summer with construction beginning late summer to early fall. It is anticipated that the first homes in Hurricane Creek will be finished sometime in early 2020. This truck will allow us to meet the obligation of the City to provide sewer to the Hurricane Creek neighborhood and also ensure that the development is not delayed due to construction of the trunk line. Staff field tested 7 different truck models and then completed a scoring of the key factors in deciding which truck to purchase. The scoring sheet is attached as Exhibit 1. The cash price for this type of vehicle is between $400,000-$500,000. Staff is recommending a lease program instead of a cash purchase, as the current climate of very low interest rates, low upfront costs, a guaranteed buy-back price, and placement of maintenance obligations on the lessor gives the City maximum flexibility if our needs change in the future. The current lag time in obtaining the vehicle is 6-8 months, which is why staff is bringing this request forward now instead of waiting until the next fiscal year budget process. I n order to initiate the build, a formal resolution from Council is required. Payment of the first installment will not be due until the truck is received, which will likely be early fall. In addition, staff is recommending that the City explore all lease options to ensure that we receive the best price and terms. The attached quote (Exhibit 2) is a Buyboard price from the vendor with lease terms provided by them. These terms will be used as the maximum allowed financial obligation for the City if approved. If staff is able to find a better lease agreement for the same truck, then we will go with the terms which are best for the City. The Finance Department will assist in this process. Strategic Connection This items supports the City of Anna Strategic Plan, specifically advancing Goal 4: High Performing, Professional City, Objective 5: Develop a professional City organization culture guided by City Core Values STAFF RECOMMENDATION: Staff recommends approval of a Resolution of the City of Anna, Texas approving and authorizing the City Manager to act on the City's behalf in authorizing the execution of a lease contract for a Vactor 2100i Combination Sewer Cleaner from Kinloch Equipment & Supply, Incorporated with lease terms not to exceed the financial obligations shown in Exhibit "A" attached hereto, and providing for an effective date. ATTACHMENTS: Description Upload Date Type Resolution - Sewer Combination Truck Lease 5/5/2020 Resolution Exhibit 1 - Vac Truck Scoring Sheet 5/5/2020 Exhibit Exhibit 2 - Truck Specs 5/5/2020 Exhibit Exhibit 3 - Kinloch Lease Quote 5/5/2020 Exhibit Exhibit 4 - Kinloch Lease Option Information 5/5/2020 Exhibit Presentation 5/5/2020 Presentation CITY OF ANNA, TEXAS RESOLUTION NO. 2020- - A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND AUTHORIZING THE CITY MANAGER TO ACT ON THE CITY'S BEHALF IN AUTHORIZING THE EXECUTION OF A LEASE CONTRACT FOR A VACTOR 2100i COMBINATION SEWER CLEANER FROM KINLOCH EQUIPMENT & SUPPLY, INCORPORATED WITH LEASE TERMS NOT TO EXCEED THE FINANCIAL OBLIGATIONS SHOWN IN EXHIBIT "A" ATTACHED HERETO, AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, maintenance of the public sewer system is critical to the health, safety, and welfare of the public, and; WHEREAS, a combination sewer cleaner will greatly improve the City's ability to maintain and service sewer mains, lift stations, and respond to sewer overflows, and; WHEREAS, City staff has tested and reviewed multiple sewer cleaner options and based on a formal assessment has determined that the Vactor 2100i Combination Sewer Cleaner best meets the needs of the City, and; WHEREAS, the City shall enter into a lease agreement with the terms and costs not to exceed the financial obligations as shown in Exhibit "A" attached; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Authorization. The City Council hereby authorizes the City Manager to authorize the execution of a lease agreement for a Vactor 2100i Combination Sewer Cleaner from Kinloch Equipment & Supply, Incorporated. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this day of 20_ APPROVED: Nate Pike, Mayor ATTEST: Carrie Land, City Secretary EXHIBIT "A" Kinloch Equipment & Supply, Inc. January 3, 2020 Mr. Lane Minchew City of Anna Wastewater Superintendent 3223 North Powell Parkway Anna, Texas 75409 3320 Pasadena Blvd Pasadena, TX 77503 Tel:713.473.6213 Fax:713.473.7858 Toll Free: 800.231.6929 Re: Mile After MileTM Proposal for Vactor 2100i Combination Sewer Cleaner Dear Mr. Minchew: Thanks to you and Steve for taking the time to meet with Dan Federico and I on December 23rd to discuss the City's impending purchase of a combination sewer cleaner. As previously discussed, we offer a turnkey "cradle to grave" equipment acquisition and operation solution that achieves the best of both worlds.....high productivity and low cost of ownership and operation. We call this program Mile After MileTM. Essentially, this is what this program offers: • Equipment built to the City's specifications and requirements • A five (5) year bumper -to -bumper warranty for both the truck chassis and sewer cleaner • All repairs & maintenance included (except rodder hose) • Guaranteed minimum 95% equipment availability supported by free of charge loaner equipment in the event of protracted downtime This again is designed to offer a low, fixed cost of operation and a correspondingly high level of equipment availability. This yields a lower cost of ownership per productive hour which I'll explain later in this letter. This program is offered as a five (5) year lease with a balloon payment at the end of the term with a guaranteed repurchase amount from Kinloch Equipment & Supply equivalent to the amount of the balloon payment resulting in net zero out of pocket to the City. AQUISTION OPTION: Kinloch Equipment & Supply, Inc. 3320 Pasadena Blvd Pasadena, TX 77503 Tel:713.473.6213 Fax:713.473.7858 Toll Free: 800.231.6929 Five (5) year lease with equal annual payments in advance (first payment due at time of delivery) of $72,489. A final balloon payment is due at the end of the 51h year and is fully supported by a guaranteed buyback from Kinloch Equipment & Supply, Inc. in the amount of $219,105. Total payments net of balloon is $362,445. To help assist in your evaluation of the offering, I've added the following: COST PER PRODUCTIVE HOUR Assumptions: • 8 hours in a normal single shift work day. • 52 weeks in a year equals 2,080 normal work hours. • —10 days per year (80 hours) of Federal holidays. • Net 2,000 normal work hours per year • Minimum of 95% guaranteed equipment availability OPTION COST PER PRODUCTIVE HOUR LEASE $38.15 I've included a copy of the preferred configuration for your review. Included in this is the option to deduct any options at the prices indicated. For general reference, for each $ 1 K in equipment deduction, you can estimate a reduction in the annual lease payment of $127 per year. Thanks again for both your time and consideration. Please don't hesitate to contact me should you have any questions or require any additional information. Sincerely, Annette Smith Sales Representative c.c. Steve Smith, Assistant Public Works Director Vac Truck Comparison & Scoring Sheet Scoring Item Vermeer $455,000 Gapvax $496,000 Vactor $441,360 Vactron $450,000 Camell $410,000 Vac -Con $435,000 PipeHunter $425,000 Chassis of Choice Available 5 5 10 5 5 0 0 Debris Tank Size 10 5 10 5 5 5 0 Sizeable Tank Hatch Locks 10 5 101 5 5 5 5 Sizeable Hatch Hinges 5 5 10 5 10 5 5 Fresh Water 5 5 10 5 10 5 5 Reel Mounting Point 5 10 5 10 5 5 5 Reel Location 5 10 10 10 10 10 10 Blower Type 5 5 10 10 10 10 10 PTO or Pony Motor 10 10 10 10 5 5 5 Nearest Servicing Location 0 0 5 10 0 10 0 Company HQ 10 5 10 5 5 10 10 Co -Op 10 10 10 101 10 10 10 Vacuum Excavation Capable 10 10 10 10 10 10 10 Operator Score (Field test by staff) 5 10 10 5 5 5 5 Cost 5 0 5 5 10 5 5 TOTALS 1 1001 951 135 110 1051 1001 85 Score Legend Chassis of Choice No Choice=0 Up to two=5 Three or More=10 Debris Tank Size Adequacy Less than=0 Adequate=5 Above=10 Tank Hatch Lock Quality Undersized=0 Minimal=5 Heavy Duty=10 Hatch Hinge Quality Undersized=0 Minimal=5 Heavy Duty=10 Water Tank Size Adequacy Undersized=0 Minimal=5 Extra Capacity=10 Reel Mounting Point Quality Undersized=0 Minimal=5 Heavy Duty=10 Reel Location Rear=S Front=10 Blower Fan=S PD=10 PTO/Pony Motor Pony=S PTO=10 Service Location (miles from Anna) Over 100=0 Over 50=5 Less 50=10 Company HQ Location Out of State=5 In State+10 Co -Op Government Purchasing No=O Yes=10 Vacuum Excavation Capable No=O Yes=10 Operator Score (Field test by staff) Poor=O Fair = 5 Excellent = 10 Cost Over 475k = 0 425k to 475k = 5 Under 425k = 10 A Kdnloch Equipment & Supply, Inc. Presents a Proposal Summary of the 2100i Combination Single Engine Sewer Cleaner with Positive Displacement Vacuum System Mounted on a Heavy - Duty Freightliner M-2 114SD Truck Chassis for CITY OF ANNA, TX Annette Smith Tel: 903.571.2945 Quote Number: 2018-25699 PRODUCT DESCRIPTION 2100i with Roots 824-18" Hg. Blower, 15 Yard Debris body, 1,500 Gallons of Fresh Water STANDARD FEATURES 48" x 22" x 24" Curb Side Aluminum Toolbox Aluminum Fenders Mud Flaps Electric/Hydraulic Four Way Boom Color Coded Sealed Electrical System Remote Pendant Control w/35' Cord Intuitouch Electronic Package Double Acting Dump Hoist Cylinder Handgun Assembly 3" Y-Strainer at Water Pump Inlet Ex -Ten Steel Cylindrical Debris Tank Flexible Hose Guide 30 Deg. Sand Nozzle w/Carbide Inserts 30 Deg. Sanitary Nozzle w/Carbide Inserts 15 Deg. Penetrator Nozzle w/Carbide Inserts Nozzle Storage Rack Vacuum Tube Storage: Curbside (2) Pipe, Rear Door (2) Pipe 1" Nozzle 10' Leader Hose Flat Rear Door w/Hydraulic Locks and Door Power-up/Down, Open/Close Feature Dual 10" Stainless Steel Float Shut Off System/Rear Mounted Debris Body Vacuum Relief System Debris Deflector Plate 60" Dump Height Water Sight Gauge DS/PS Liquid Float Level Indicator Boom Transport Post Storage 3" Y-Strainer @ Water Pump w/3" Drain Valve Performance Package: (Hyd. Variable Flow, Dual PTO's. Dual Hyd. Pumps) Stainless Steel Microstrainer Blower Air Shift Controls Hydraulic Cooling Package Midship Handgun Coupling Side Mounted Water Pump Hose Wind Guide (Dual Roller) Hose Footage Counter - Mechanical Hose Reel Manual Hyd. Extend/Retract Hose Reel Chain Cover (Full) Tachometer/Chassis Engine W/Hourmeter Circuit Breakers LED Lights. Clearance, Back -Up, Stop, Tail & Turn Tow Hooks, Front and Rear Electronic Back -Up Alarm Hydraulic Tank Shutoff Valves 7" Vacuum Pipe Package Emergency Flare Kit Fire Extinguisher 5 Lbs. Low Water Alarm with Water Pump Flow Indicator Front Joystick Boom Control Digital Hose Footage Counter Water Pump Hour Meter PTO Hour Meter Digital Water Pressure Gauge Quote Number:2018-25699 Vactor 2100i Body Decal - Multi -Colored Chassis Modifications Vactor Manual, Partial Manual and USB Version - 1 + Dealer ADDITIONAL FEATURES Roots 824-18" H . Blower 180 Degree Rotation, 10 Ft. Telescoping Boom x 15 Ft. Hydraulic Extendable ($17,672.) 80 GPM Variable Flow Water System 2500 PSI Water Pressure I" x 800' Piranha Sewer Hose, 2500 PSI ($1,435.) Hydraulic Extending/Rotating 15" Hose Reel (1" x 800') Capacity Module Paint, Dupont Imron Elite - Sanded Primer Base Debris Body Flush Out System ($1,237.) 6" Knife Valve w/Cam-Loc, Rear Door, 3:00 Position ($988.) 6" Knife Valve w/Cam-Loc, Rear Door, 6:00 Position ($1,179.) Full Rear Door Swinging Screen ($631.) Centrifugal Separators ($4,324.) Folding Pipe Rack, Curbside ($858.) Folding Pipe Rack, Streetside ($858.) Rear Door Splash Shield ($1,260.) Lube Manifold with Plastic Lube Chart ($1,870.) Air Pure ($1,060.) Wireless Controls, including hose reel controls ($2,548.) Rotatable Boom Inlet Hose, 10 x 15 RDB ($464.) Rodder System Accumulator- Jack Hammer on/off control w/ manual valve Hydro Excavation Kit - Includes Lances, Nozzles, Storage Tray, and Vacuum Tubes ($3,149.) Rodder Hose Pinch Roller ($1,138.) Hose Reel Manual Rewind ($420.) High Pressured Hose Reel ($1,196.) Rodder Pump Drain Valves ($400.) Rear Directional Control, Signal Master LED Arrow Board, 10 Lights ($1,265.) Hand Light w/Bum er Plug ($300.) Waterproof, Rechargeable, Wireless, Handheld, LED Spot Light w/12V Charger and Plug ($290.) Strobe Light, LED, Cab Guard, Federal Signal, Amber ($876.) 6 Lighting Package, 6 Federal Signal Strobe Lights, LED ($1,265.) Workli hts (2), LED, 10 x 15 RDB ($644.) Workli hts (2), LED, Rear Door ($524.) Workli ht, LED, Curb Side ($263.) Toolbox, Front Bumper Mounted, 16 x 12 x 18 w/(2) LED Side Markers ($1,598.) Toolbox, Behind Cab ($2,548.) Toolbox, Driver Side Subframe, 18w x 24h x 24d ($1,067.) (4) Long Handle Tool Storage Locations Behind Cab ($282.) Camera System, Front, Rear and Both Sides ($971.) Safety Cone Storage Rack - Post Style ($132.) Water Cooler Storage Rack ($132.) (1) 8" x 3' Aluminum Vacuum Tube ($117.) (1) 8" x 5' Aluminum Vacuum Tube ($133.) (1) 8" x 7-6" Aluminum Vacuum Tube ($200.) (3) 8" Quick Clamp Assembly ($57./each) 1" x 10' Leader Hose Assembly (2) 3" Y-Strainer Screen 6" Lay -Flat Drain Hose - 25ft 2-1/2" Water Fill Hose Assembly - 25ft (1) Fire Extinguisher (1) Grate Lift Hook (1) Hydrant Wrench (1) Emergency Flare Kit (1) Flexible Hose Guide (1) Offset Manhole Roller 1 Printed Full Vactor Manual Chassis Source — Freightliner of Austin Module Paint Match Cab - No Module Paint Color - Blue Module Paint Color Code - N4636EX Plus Blue Cab Color - White Cab Color Code - L0006 White Door Stripe Color - None Chassis Axle - Tandem Product Model: 2100i Proposal Date: 1/3/2020 Quote Number: 2018-25699 Price List Date: 7/1/2019 Quote Number:2018-25699 Kinloch Equipment & Supply, Inc. January 3, 2020 Mr. Lane Minchew City of Anna Wastewater Superintendent 3223 North Powell Parkway Anna, Texas 75409 3320 Pasadena Blvd Pasadena, TX 77503 Tel:713.473.6213 Fax:713.473.7858 Toll Free: 800.231.6929 Re: Mile After MileTM Proposal for Vactor 2100i Combination Sewer Cleaner Dear Mr. Minchew: Thanks to you and Steve for taking the time to meet with Dan Federico and I on December 23rd to discuss the City's impending purchase of a combination sewer cleaner. As previously discussed, we offer a turnkey "cradle to grave" equipment acquisition and operation solution that achieves the best of both worlds.....high productivity and low cost of ownership and operation. We call this program Mile After MileTM. Essentially, this is what this program offers: • Equipment built to the City's specifications and requirements • A five (5) year bumper -to -bumper warranty for both the truck chassis and sewer cleaner • All repairs & maintenance included (except rodder hose) • Guaranteed minimum 95% equipment availability supported by free of charge loaner equipment in the event of protracted downtime This again is designed to offer a low, fixed cost of operation and a correspondingly high level of equipment availability. This yields a lower cost of ownership per productive hour which I'll explain later in this letter. This program is offered as a five (5) year lease with a balloon payment at the end of the term with a guaranteed repurchase amount from Kinloch Equipment & Supply equivalent to the amount of the balloon payment resulting in net zero out of pocket to the City. AQUISTION OPTION: Kinloch Equipment & Supply, Inc. 3320 Pasadena Blvd Pasadena, TX 77503 Tel:713.473.6213 Fax:713.473.7858 Toll Free: 800.231.6929 Five (5) year lease with equal annual payments in advance (first payment due at time of delivery) of $72,489. A final balloon payment is due at the end of the 51h year and is fully supported by a guaranteed buyback from Kinloch Equipment & Supply, Inc. in the amount of $219,105. Total payments net of balloon is $362,445. To help assist in your evaluation of the offering, I've added the following: COST PER PRODUCTIVE HOUR Assumptions: • 8 hours in a normal single shift work day. • 52 weeks in a year equals 2,080 normal work hours. • —10 days per year (80 hours) of Federal holidays. • Net 2,000 normal work hours per year • Minimum of 95% guaranteed equipment availability OPTION COST PER PRODUCTIVE HOUR LEASE $38.15 I've included a copy of the preferred configuration for your review. Included in this is the option to deduct any options at the prices indicated. For general reference, for each $ 1 K in equipment deduction, you can estimate a reduction in the annual lease payment of $127 per year. Thanks again for both your time and consideration. Please don't hesitate to contact me should you have any questions or require any additional information. Sincerely, Annette Smith Sales Representative c.c. Steve Smith, Assistant Public Works Director Kinloch , Equipment & Supply, Inc. IS PLEASED TO PRESENT I Lom.:� AFTF R M I M I Lmm.:� AFTFR THE PREMISE Two Unknown with Traditional Equipment Ownership: 1. What is it going to cost to own and operate over its lifecycle? 2. When you turn the key tomorrow, is the equipment going to operate? fiel Kinloch Equipment & Supply, Inc. MIL=m AFTFRM11 WHAT IS IT? A Five (5) Year Lease with: • Equipment Built to Your Specifications and Requirements • A Five (5) Year Bumper -To -Bumper Warranty • All Repairs & Maintenance Included (Except Rodder Hose) • Guaranteed Minimum 95% Equipment Availability • Guaranteed Buyback To Cover Final Balloon Payment fie"Kinloch Equipment & Supply, Inc. MIL=m AFTFRM11 WHO IS KINLOCH EQUIPMENT &SUPPLY • A 25 Year Established Texas Based Equipment Dealership Primarily Focused on Municipal Infrastructure Maintenance Equipment • Locations in Arlington, San Antonio & Pasadena • $1M of Shared Replacement Parts Inventory to Draw from all Three Locations • 11 Factory Certified Service Technicians with Field Service Capability fiel Kinloch Equipment & Supply, Inc. M I L A FTU RKE WHO IS VACTOR MANUFACTURING • The Creator, Innovator and Market Leader of Combination Sewer Cleaning Equipment • The Most Diverse Product Line of All North American Manufacturers • More 50% of Every Combination Sewer Cleaners Sold in North America are Produced by Vactor fie"Kinloch Equipment & Supply, Inc. i ORENTERMILE hwr+ift L�n� VACTOR 2100i Combination Sewer Cleaner with RDB 1015 Boom Kinloch iel Equipment & Supply, Inc. M I Lom.:� AFTFR ADVANTAGES TO THE CITY OF AN NA FIXED COST OF OWNERSHIP & OPERATION + GUARANTEED EQUIPMENT AVAILABILITY = LOWER COST OF OPERATION PER PRODUCTIVE HOUR Kinloch i el Equipment & Supply, Inc. M I Lom.:� AFTFR CALCULATING THE COST OF OPERATION PER PRODUCTIVE HOUR ASSUMPTIONS: • 2,080 NORMAL WORK HOURS PER YEAR (SINGLE SHIFT/8 HOURS PER DAY/52 WEEKS PER YEAR • 10 HOLIDAYS (80 HOURS) • MINIMUM 95% EQUIPMENT AVAILABILITY/TOTAL AVAILABLE HOURS = 1,900 • ANNUAL LEASE PAYMENT = $72,489 Kinloch • COST PER PRODUCTIVE HOUR = 38.15 HR. Equipment&Supply, Inc. Kinloch , Equipment & Supply, Inc. THANK YOU FOR YOUR TIMEM M I Lmo.wo AFTF R M I THE CITY OF Combination Sewer Cleaner Truck Lease City Council May 12, 2020 Overview ■ History ■ Needs ■ Timing ■ Truck Capabilities ■ Selection Process ■ Lease versus Purchase ■ Staff Recommendations THE CITY OF manna History ■ In 2015 the City had 7 people in the Public Works Department. This small number of staff was severely deficient to meet the basic needs and the State mandated rules and regulations of managing our public infrastructure. ■ In 2015 the City purchased a small vac trailer to be used by all divisions for a wide range of needs. This piece of equipment is not able to clean and vacuum sewer mains, but can be used for small water leaks, working around franchise utilities, and exploratory work. ■ In 2019 the City completed a Capacity, Assurance, Management, Operations, and Maintenance (CMOM) Assessment of the public sewer system. This was required for us to be considered for NTMWD Sewer member status. ■ The CMOM identified the lack of proper equipment in Anna required to perform preventative maintenance of our sewer system. ■ In 2020 we now have 29 people in the Public Works Department and complete a much more thorough maintenance, operation, and management of our public infrastructure. While much of the needed equipment is in place, we still lack the correct piece of equipment required to maintain our sewer system. THE CITY OF A Needs ■ CMOM Compliance ■ Preventative Maintenance ■ Weekly sewer jetting program ■ Lift station cleaning ■ Storm drain & culvert cleaning ■ Hydro -excavation for locating utilities in difficult locations ■ Silt removal ■ Emergency Response ■ Sanitary sewer overflow cleanup and debris removal ■ Lift Station malfunction response ■ Pump & Haul ■ Hurricane Creek early houses (if constructed prior to Hurricane Creek Trunk Sewer completion) THE CITY OF manna Timing ■ Typically this request would be done as part of an annual budget process. ■ Currently it takes 6 to 8 months to receive the vehicle once approval is given for the construction/assembly. ■ Due to the timing of the Hurricane Creek development staff has moved up the schedule for consideration/approval to ensure that we are ready to meet the sewer needs of Hurricane Creek. ■ Kinloch has guaranteed the City use of a substitute vehicle as needed once the agreement for the new truck is approved. This will not provide us with a full time vehicle, but will allow the City to perform some operations while waiting for our truck to arrive. THE CITY OF A Selection Process ■ Selection Panel ■ Panel consists of Assistant Director of Public Works, Water Superintendent and Wastewater Superintendent. ■ Over the course of 24 months the panel held working demonstrations for multiple trucks. ■ The panel scored these trucks using criteria they have deemed important during their years of experience. ■ The panel also operated these trucks in the field for multiple hours with the crews that would be operating them. Their input was also considered. ■ Selection Criteria ■ Chassis ■ Debris Tank ■ Water Tank ■ Hatch ■ Reel Assembly ■ Reel Location ■ Blower Type ■ Power Source ■ Nearest Service Location ■ HQ Location ■ Operator Input ■ Co -Op Pricing ■ Trucks tested ■ Vermeer ■ Gapvax ■ Vactor ■ Vactron ■ Camell ■ Vac -Con ■ PipeHunter THE CITY OF manna Vactor 2100i A ■ Heavy Duty Freightliner M-2 114 SD Chassis ■ 18" Hg. Blower ■ 15 cubic yard debris tank ■ 1,500 gallon fresh water tank THE CITY OF manna Lease VS Purchase ■ Purchase ■ The purchase price for the Vactor 200i is $441,360 ■ Purchasing the vehicle will come with a 1-year warranty ■ Can purchase additional warranty and loaner program ($60,000) ■ Lease ■ Five annual payments of $72,489 (first payment due at time of delivery) ■ Final balloon payment at the end of year 5 of $219,015, or guaranteed buyback at same price ■ 5-year bumper to bumper warranty and full repair ■ No charge loaner if vehicle breaks down (versus $4,000 weekly rental rate) ■ Interest rate: 3.8% (we have the option to shop for better terms) THE CITY OF manna Staff Recommendation ■ Findings ■ Staff finds that the Vactor 2100i was the best option of the seven trucks tested. ■ Staff recommends procurement through a lease program as it provides the City the greatest flexibility as our needs change over time. ■ If approved, staff will work with the Finance Department to shop the lease to obtain the most favorable lease terms and interest rate. ■ The attached resolution includes an exhibit with the lease terms from Kinloch's direct program. This identifies the lease terms which represent the maximum financial obligation the City would accept. If better terms are found through an alternative lessor we will go with the best terms identified. ■ Staff recommends approval of the resolution as presented. THE CITY OF ��na THE CITY OF Anna AGENDA ITEM: Item No. 6. City Council Agenda Staff Report Meeting Date: 5/12/2020 Consider/Discuss/Action on a Resolution to approve funding for Engine 2 equipment. (Fire Chief Ray Isom) SUMMARY: On February 25, 2020, the Anna City Council approved the purchase of a used fire engine. This font -line apparatus is currently serving with the Coppell Fire Department and will be available in early Fall 2020 for delivery to the City of Anna. The total cost for the Coppell Engine is $259,000 of which a $10,000 down payment has already been applied. Up -fitting costs for this fire engine were not included in the original agenda item. An additional $54,000 is required to equip the engine with fire hose, rescue tools and equipment, communication equipment, and other related fire/rescue items. The fire department would like to begin the process of ordering, purchasing, and configuring the necessary equipment in anticipation of the new engine's arrival. This proposal is in alignment with the Fire Department's internal Strategic Plan and apparatus matrix which defines our vehicle acquisition and replacement schedule through FY 2040. Strategic Connection This item supports the City of Anna Strategic Plan, specifically advancing: Goal 4: High Performing, Professional City STAFF RECOMMENDATION: Move to approve the purchase and acquisition of the required equipment. ATTACHMENTS: Description Upload Date Type Engine 2 Equipment Funding 4/28/2020 Resolution CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND AUTHORIZING FUNDING FOR FIRE/RESCUE EQUIPMENT, TOOLS, AND ACCESSORIES. WHEREAS, the City Council of the City of Anna, Texas ("City Council") finds that the City of Anna Fire Chief — in furtherance of the Fire Department's purpose of preserving and protecting the public health and safety of the City's residents — has, after extensive research, recommended that the City purchase a used fire engine for fire prevention and protection services, and specifically recommends that the City purchase a 2011 Pierce Velocity PUC Pumper, equipped with a 1,500 GPM Pump and 750 gallon tank ("Fire Engine"); and, WHEREAS, the City of Anna, Texas (the "City") approved the purchase of the fire engine at the meeting held on 2/25/2020; and, WHEREAS, the City's Financial Policy adopted on September 28, 2010 by Ordinance No. 511-2010 requires that all purchases exceeding $50,000 must be purchased under formal competitive sealed bidding rules or as otherwise permitted by the Texas Local Government Code under Chapters 252 and 271; and WHEREAS, Section 252.022(a)(2) of the Texas Local Government Code exempts from competitive bidding a procurement necessary to preserve or protect the public health or safety of the municipality's residents; and WHEREAS, the City's Fire Chief has advised the Council and the Council has found and determined that the purchase of the Fire Engine to include all related equipment is necessary and essential to preserve the public health or safety of the City's residents; and WHEREAS, the City Attorney has advised that based on these findings competitive bidding is not required for the purchase of firefighting equipment as it falls under the exemption in Section 252.022(a)(2) of the Texas Local Government Code; and RESOLUTION NO. PAGE 1 OF 2 Fire Engine 2 Equipment NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Authorization of Contract Award. The City Council hereby authorizes the City Manager to execute on its behalf, subject to legal review and approval by the City Attorney, an amount not to exceed $54,000 for the purchase of fire/rescue equipment to be primarily utilized on Anna Fire Engine 2. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 12t" day of May 2020. ATTEST: APPROVED: City Secretary Carrie L. Land Mayor Nate Pike RESOLUTION NO. Fire Engine 2 Equipment PAGE 2OF2 THE CITY OF Anna AGENDA ITEM: Item No. 7. City Council Agenda Staff Report Meeting Date: 5/12/2020 Consider/Discuss/Act on a Resolution adopting the Economic Development Strategic Plan. (Economic Development Director Joey Grisham) SUMMARY: Last year the City Council identified an Economic Development Strategic Plan as one of its top priorities. The CDC/EDC entered into a contract with Jason Claunch of Catalyst Commercial and held several work sessions and meetings over a five -month period. As a part of the process, the Board updated its vision and mission statements, identified ten strategic goals that align with the City Strategic Plan, as well as core values and metrics/measurables. The plan also identifies more specific objectives for each goal. Staff is already underway on several key items including updating the marketing plan, creating an incentive policy, assisting Collin College with site selection, continuing to meet with real estate brokers and developers, recruitment of retailers/restaurants/entertainment options, development of the Downtown Master Plan, and activating the Anna Business Park. The CDC/EDC Board approved the plan at a special called meeting on March 12th. Strategic Connection This item supports the City ofAnna Strategic Plan, specifically advancing: Goal 1: Growing Anna Economy STAFF RECOMMENDATION: Approve the Resolution. ATTACHMENTS: Description Resolution ExhibitA--EconomicDevelopment Strategic Plan CDC ED Strategic Plan Resolution - Signed EDC ED Strategic Plan Resolution - Signed Upload Date Type 5/4/2020 Staff Report 5/7/2020 Exhibit 5/5/2020 Staff Report 5/5/2020 Staff Report CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, ADOPTING AND APPROVING THE ECONOMIC DEVELOPMENT STRATEGIC PLAN; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on May 28, 2019 the City of Anna City Council adopted the City of Anna Strategic Plan identifying economic development as a top priority and its desire for the Anna Community Development Corporation (the "CDC") and the Anna Economic Development Corporation (the "EDC") to develop an economic development strategic plan; and WHEREAS, the Board of Directors of the CDC and the EDC and Staff worked with Catalyst Commercial to develop a strategic plan that will make Anna successful as it competes for economic development opportunities that diversify the tax base; and WHEREAS, the City Council desires to begin implementing the plan to promote new and expanded business enterprise in the City of Anna; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals set forth above are incorporated herein for all purposes as if set forth in full. Section 2. Approval of Strategic Plan. The City Council hereby adopts and approves the Economic Development Strategic Plan attached hereto as EXHIBIT A, incorporated herein for all purposes. Section 3. Effective Date. This resolution shall become effective immediately upon its passage. PASSED by the City Council of the City of Anna, Texas, on this the 12th day of May 2020. ATTEST: APPROVED: Carrie Land, City Secretary Mayor, Nate Pike City of Anna, Texas RESOLUTION NO. Page 1 of 1 �riria �* �CDC Ariria *EDC A special thanks goes to the Community Development Corporation and the Economic Development Corporation Boards and staff for contributing ideas and crafting nuanced strategies to advance economic development for the City of Anna. This process culminated over several months, including many meetings and workshops and extensive input. CDC and EDC Board Members: Place I - Anthony Richardson (President) Place 2 - Rocio Gonzalez (Secretary) Place 3 - Doris Pierce Place 4 - Bruce Norwood Place 5 - Stan Carver (Vice -President) Place 6 - Terry Farrell Place 7 - Michelle Hawkins Joey Grisham Economic Development Director Taylor Lough Economic Development Manager Beginning in 1995, Anna has seen explosive growth as it is transitioning from a small, rural community to a fast -growth suburb of the DFW metroplex. Since 2000, Anna's population has increased 1,125%. The City has ranked one of the top 6 fastest -growing cities in North Texas since 2010 (Dallas Business Journal, Nov 29, 2018). Strong residential growth, a stellar school district, a diversity of new projects and prime location on US Highway 75, State Highway 5 and State Highway 121, as well as frontage along the Collin County Outer Loop, make Anna an excellent choice for corporations and residents alike. With ample land options, a historic downtown, and multiple planned developments already in progress, Anna's City Council is strategically and effectively managing this unprecedented growth. In 2019, they tasked the CDC and EDC with developing a bold economic development plan. In response, the CDC and EDC embarked on a detailed assessment of the community, participated in workshops, vision -setting sessions, SWOT analyses, identification of important metrics, and more. This initiative resulted in a strategic plan that identifies the vision, mission, and core values of the City of Anna along with goals, objectives, and tactics. This strategic plan, once approved by the City Council, will shepherd the economic development efforts over the next 3 to 5 years and serve as both conduit and guide in evaluating projects and making decisions that will continue to draw businesses and residents to Anna, foster economic diversity, support the infrastructure to continue sustainable growth, and guide future housing decisions. Having both Type-AEDCand Type-B CDC corporations, Anna can facilitate creative public/ private partnerships that will realize the vision and objectives outlined. Furthermore, the Chamber of Commerce serves as an important and strategic partner in sustaining and expanding the community's economic vitality. The Chamber's focus on business education, fostering a welcoming business climate, and promoting a community spirit that engages neighbors, continues to raise quality of life standards reinforced by the City's strategic priorities. This strategic plan is an evolving plan and should be revisited annually as market conditions evolve. As City Council, the Chamber of Commerce and the EDC and CDC continue to raise the community's profile and reinforce its identity at all levels, Anna will continue to flourish with its business -friendly tax environment, multiple north -south- east -west transportation corridors, and growing neighborhoods and amenities. Economic Vitality in Anna may be evidenced by: • Higher quality developments • Additional catalyst projects in the downtown area • Mixed -use development along FM 455/75 • Strategic public/private partnerships • Increased investment in physical infrastructure • Stronger regional partnerships VISION Anna has created a balanced and sustainable tax base that invites high quality jobs, facilitates excellent quality of life with well -maintained and first-rate infrastructure, and offers a wide range of housing and public facilities that build community identity and pride and engage neighbors in meaningful ways. 14 TARGETED OUTCOME Increase Economic Diversity MISSION EDC - To identify and support opportunities that expand the city's business tax base and promote job growth in Anna. CDC - To identify and fund projects that enhance the quality of life in Anna and support the work of the EDC in the community. CORE VALUES As part of this initiative, the stakeholders outlined key principles that should guide future economic develop- ment decisions for the community, as follows: 1. Unique 2. First -Rate 3. Community Oriented 4. Diversified 5. Exceptional Quality of Life 6. Robust 7. Well -Maintained Ariria *EDC �riria �*CDC • The ratio of businesses open to the total number of EDC meetings with retailers, restaurants, entertainment users, brokers, or developers • Number of meetings with prospective/targeted primary employers, partners, and landowners • Number of website/social media hits/clicks/likes • Number of new commercial permits/COs per year • Net annual change in sales tax collections • Net annual increase in commercial property value • New commercial square footage per year • Number of events attended/hosted by the EDC per year 5 INCREASE ECONOMIC DIVERSITY IF Z_ Wig" ECONOMIC DEVELOPMENT GOALS: 1. Build the organizational infrastructure to support a successful economic development program that achieves local, state and national recognition 2. Strengthen the City's commercial and employment base by focusing on catalyst areas and other opportunity areas 3. Continue to foster relationships with businesses, partners and allies 4. Create and promote a positive identity that differentiates Anna from surrounding communities using an integrated marketing/communications strategy 5. Transform Downtown Anna into a vibrant district 6. Improve the quality of life in Anna 7. Increase variety of housing in Anna 8. Improve the aesthetics and appearance of the community through public and private investment 9. Develop first-class infrastructure in Anna 10. Increase retail, restaurant, and entertainment options in Anna Goal 1) Build first-rate organizational infrastructure to support a successful economic development program that achieves local, state, and national recognition Objective A) Create an incentive policy that maximizes private investment by leveraging economic development funding with other available resources Action i) Explore best practices and stay up-to-date on innovative incentive policies and maintain a clear and effective policy applicable for Anna Action ii) Continue utilizing Impact Data Source software to ensure all incentives meet minimum thresholds and objectives Action iii) Be transparent by listing incentives out on Economic Development website Objective B) Maintain organizational excellence Action i) Complete an audit of FY 2020 performance measures and explore additional standards/metrics to achieve in FY 2021, and include in the annual report Action ii) Consider adding staff members for expanded administrative support and outreach Objective C) Maintain positive relationships with key property owners/land representatives in Anna Action i) Maintain a list of on -market properties, including concepts, site plans, available space/acreage, costs, key contacts, summary of project, and other attributes Action ii) Create a database of off -market properties and landowners, including size, ownership, point of last contact, current use of property, and willingness to develop/sell Action iii) Maintain a list of affected property owners due to development of projects, including adjacent development, road/utility expansion, future right-of-way acquisition, and other activity that may impact property owners or businesses Objective D) Aggressively market Anna by maintaining a competitive outreach through strategic industry organizations, real estate brokerage/development firms, and events Action i) Participate in Annual ICSC ReCON and ICSC Red River Conferences and consider engaging with third parties to assist with market research, setting up meetings, and targets Action ii) Attend and host booth at NTCAR Annual Expo to promote Anna to local brokers and developers Action iii) Attend/sponsor BISNOW to promote Anna Action iv) Attend Annual Retail Live Austin to interface with national retailers and brokers Action v) Consider attending select NAIOP conference for industrial targets Action vi) Host development forums that target specific industries like industrial, medical, etc. Action vii) Leverage local real estate brokerage partnerships by meeting with key companies monthly Action viii) Maintain effective communication with Anna "neighbors" and "partners" on the value of EDC/CDC by speaking at HOA meetings/events and providing a monthly newsletter Resources Create a "one pager" that highlights the Mission, Vision, Values, and Strategic Plan as well as completed projects in prior FY. "Partners" include The North Texas Commission, Collin County Realtors, Collin County Business Alliance, Collin College, Regional EDC's (Sherman/Denison, McKinney, Melissa, Van Alstyne, Celina) Action ix) Continue utilizing Placer Al data and other resources that provide updated market information and trends on Anna Objective E) Apply for annual awards from the Texas Economic Development Council (TEDC) and the International Economic Development Council (IEDC) Goal 2) Strengthen the City's commercial and employment base by focusing on catalyst and opportunity areas Objective A) Support the activation of Anna Town Center (Chief Partners and Edge Realty) Action i) Continue to partner with landowner and property brokers to identify and procure tenants that can increase tax base and increase retail/commercial in Anna Action ii) Encourage first class design and merchandising for future projects Objective B) Support the activation of the Standridge tract Action i) Work with landowner to create a merchandising plan for first-rate prospects Action ii) Support developer with future infrastructure needs and opportunities to cooperate with adjacent properties to ensure sustainable infrastructure strategies and coordinate among property owners a Objective C) Support the vision and activation of Downtown Action i) Work with City on vision, masterplan, policies, and regulation for the activation of Downtown Objective D) Support the activation of the southeast corner of 455/75 Action i) Develop relationship with landowner and help create strategy for activation Objective E) Support the activation of the southwest corner of 455/75 (Flying J) Action i) Explore opportunities to work with the property owner on gateway elements, landscaping, and other upgrades Objective F) Activate the Business Park Action i) Create strategy for the activation of the Business Park with targeted uses that attract primary jobs to Anna Action ii) Support broker to promote and market the property Action iii) Complete a targeted industry analysis to refine target uses, sectors, and messaging Objective G) Explore the activation strategy for the Outer Loop - "employment corridor" Action i) Support the City in creating a vision for the Outer Loop properties Action ii) Explore potential land uses for strategic properties within the Outer Loop properties Objective H) Support the development of commercial and residential space in developments on the western side of US 75 including Mantua (Risland), Villages of Hurricane Creek/Sherley Tract (Centurion American), and Oak Ridge (Tomlin) Action i) Continue to monitor and support the developers in refining the vision, obtaining entitlements that align with targets and infrastructure strategy for the properties Objective 1) Support the developers in activating class A corporate office and other commercial and residential development Action i) Develop criteria/standards for incentives and special districts (i.e. PIDs/TIRZ Districts) Objective J) Support the vision for Hwy 121 frontage Action i) Explore a merchandising strategy that can activate the 121 frontage and establish service for the eastern portion of Anna Objective K) Have City Council and CDC/EDC Board members tour benchmark developments that align with the community vision Goal 3) Continue to foster strong relationships with community and regiona partners Objective A) Work with Collin College and other higher education institutions to locate in Anna Action i) Identify sites that fit criteria for higher education and supporting uses Objective B) Create a business retention and expansion program to better address the needs of local businesses and employers Action i) Host an annual business appreciation event to engage and promote local businesses 3�- E3 Action ii) Work with the Greater Anna Chamber of Commerce to develop a strategy and policy for local business visits to identify opportunities for retention and expansion and monitor business health Objective C) Maintain strong partnership with the Greater Anna Chamber of Commerce and annually review CDC Agreement Objective D) Maintain strong relationship with Anna ISD and host periodic meetings for project updates Objective E) Meet periodically with other regional EDOs along the 75 corridor to promote regionalism and cooperation Goal 4) Create and promote a positive identity that differentiates Anna from surrounding communities using an integrated marketing/communications strategy Objective A) Support a citywide awareness and marketing initiative of Anna to improve regional and national awareness Action i) Explore developing a tag -line for the EDC/CDC that underscores the mission of the EDC/CDC that aligns with the city-wide branding efforts in partnership with a third - party firm Objective B) Create award -winning promotion/marketing/advertising materials, electronic media, website, and social media Action i) Maintain a professional website that includes continuous updates including "why Anna," that is current on available properties/buildings, market data and reports, quick facts, current projects, contacts, and other relevant data to advance economic development Action ii) Explore effective marketing/advertising channels that can extend the brand of Anna to future visitors, employers, residents, prospects, and workers (regional/local) Action iii) Leverage social media to promote internal and external events Action iv) Continue to work closely with the Chamber on events to support local businesses and increase tourism Action v) Continue to contribute to Dallas Business Journal digital articles to promote Anna as a choice community in North Texas Action vi) Speak at local and regional events to market Anna including but not limited to service organizations, Collin County Association of Realtors, NTCAR, North Texas Commission, Collin County Business Alliance, and the DFW Marketing Team Goal 5) Transform Downtown Anna into a vibrant district Objective A) Work closely with the downtown Master Plan consulting team to incorporate key ideas and components to create a strong downtown district Action i) Explore opportunities to improve signage, upgrade infrastructure, expand landscaping, increase design standards, update parking, and other infrastructure projects (e.g. restore water tower, etc.) Objective B) Increase the number of small businesses in Downtown Anna Objective C) Recruit residential and commercial projects that align with the downtown vision Goal 6) Improve the quality of life in Anna Objective A) Continue to enhance city parks and the parks and trail system in Anna and explore opportunities to connect into regional trail system (Parks and Trails Master Plan) Objective B) Support the City in identifying recreational facility needs Action i) Sponsor a tourism study to understand the potential impacts of tourism and opportunities to increase local and regional tourism Objective C) Encourage developers to incorporate unique amenities into developments Goal 7) Increase variety of housing in Anna Objective a) Encourage housing diversity in Anna 12 hKilill Fr i4 I � (I `7 PALLADIUM ANNAF Action i) Conduct a housing assessment to determine the types of housing Anna can support, policies, and actions that can improve the health and vitality of Anna's housing stock Goal 8) Improve the aesthetics and appearance of the community through public and private investment Objective A) Integrate design guidelines with development agreements on projects with incentives Action i) Define policy on incentives and development agreements Objective B) Explore other green -ribbon project opportunities Action i) Explore infrastructure improvements planned with TxDOT and coordinate upgrades that can enhance the Anna brand Objective C) Support downtown guidelines and beautification projects Action i) Participate in the downtown master plan and creation of the downtown guidelines and beatification plan to enhance Downtown Anna Objective D) Support the improvement of Anna's gateways and entrances Action i) Explore opportunities to support gateways and entryway features to promote Anna as a choice place Objective E) Explore opportunities to increase unique signage/way-finding/branding for Anna Objective F) Partner with Oncor/GCEC in location of overhead and/or underground utilities Goal 9) Develop first-class infrastructure in Anna Objective A) Engage with developers and landowners to understand infrastructure needs Objective B) Invest in infrastructure projects that enhance the tax base of the community Objective C) Encourage developers to increase fiber infrastructure 13 Goal 10) Increase retail/restaurant/entertainment options in Anna Objective a) Explore third parties that can enhance retail exposure for Anna Action i) Explore developing a study for a city-wide merchandising and retail recruitment plan Objective B) Expand presence at local and national retail conferences Action i) Participate in ICSC events and conferences Resources (1) Create retail collateral that articulates "why Anna" to retailers, brokers, and property owners Resources (2) Develop a plan for ICSC including strategic meetings, leveraging existing brokers and developers, and opportunities for engagement and education Action ii) Participate in Retail Live Austin to advance prospects for Anna Objective C) Foster relationships with local partners Action i) Continuously meet with DFW-based brokers and developers to increase awareness of Anna assets and opportunities ICI Business Acquisition Ratio Targeted Prospect Ratio Click Rate Sales Tax Growth Property Tax Growth Number of new commercial COs New Commercial Square Footage Number of Permits Issued Number of events attended/hosted 15 SCORECARDS Ratio of Broker/ Developer Visits 0 0 Change in Sales Tax Collection Number of Commercial Permits Issued Ao Number of Targeted Prospects Engaged Net Annual Increase in Commercial Property Value Number of Events Hosted Number of Web Visits Net Annual Increase in Commercial Square Footage .1r In THE CITY OF i-inna CDC - � �riria E D C ANNA COMMUNITY DEVELOPMENT CORPORATION RESOLUTION NO. 207-0 � 3 � 12— A RESOLUTION OF THE ANNA COMMUNITY DEVELOPMENT CORPORATION ADOPTING AN ECONOMIC DEVELOPMENT STRATEGIC PLAN WHEREAS, on May 28, Zulu the City of Anna City Council adopted the City of Anna Strategic Plan identifying economic development as a top priority and its desire for the Anna Community Development Corporation (the "CDC") and the Anna Economic Development Corporation (the "EDC") to develop an economic development strategic plan; and WHEREAS, the Board of Directors of the CDC and the EDC and CDC/EDC Staff worked with Catalyst Commercial to develop a strategic plan with a five-year blueprint that will make Anna successful as it competes for economic development opportunities that diversifies the tax base; and WHEREAS, the Board of Directors of the CDC desires to adopt said strategic plan and begin to implement the blueprint to promote new and expanded business enterprise in the City of Anna; NOW, THEREFORE, BE IT RESOLVED BY THE ANNA COMMUNITY DEVELOPMENT CORPORATION THAT. C Section 1. Recitals Incorporated The recitals set forth above are incorporated herein for all purposes as if set forth in full. Section 2. Adoption of Strategic Plan The CDC Board of Directors hereby approves and Development Strategic Plan attached hereto as EXHIBIT purposes. PASSED AND APPROVED 12t" day of March 2020. ATTEST: Anthony Richardson CDC President adopts the 2020 Economic A, incorporated herein for all the Anna Community Development Corporation on this APPROVED: Rocio Go al ; CDC Secretary ANNA CDC RESOLUTION NO. Z D1'�% 3�i �-- PAGE 1 OF 1 ANNA ECONOMIC DEVELOPMENT CORPORATION RESOLUTION NO. 2.aZo - 3 � 120 A RESOLUTION OF THE ANNA ECONOMIC DEVELOPMENT CORPORATION ADOPTING AN ECONOMIC DEVELOPMENT STRATEGIC PLAN WHEREAS, on May 28, 2019 the City of Anna City Council adopted the City of Anna Strategic Plan identifying economic development as a top priority and its desire for the Anna Community Development Corporation (the "CDC") and the Anna Economic Development Corporation (the "EDC") to develop an economic development strategic plan; and WHEREAS, the Board of Directors of the CDC and the EDC and CDC/EDC Staff worked with Catalyst Commercial to develop a strategic plan with a five-year blueprint that will make Anna successful as it competes for economic development opportunities that diversifies the tax base; and WHEREAS, the Board of Directors of the EDC desires to adopt said strategic plan and begin to implement the blueprint to promote new and expanded business enterprise in the City of Anna; NOW, THEREFORE, BE IT RESOLVED BY THE ANNA ECONOMIC DEVELOPMENT CORPORATION THAT. Section 1. Recitals Incorporated The recitals set forth above are incorporated herein for all purposes as if set forth in full. Section 2. Adoption of Strategic Plan The EDC Board of Directors hereby approves and Development Strategic Plan attached hereto as EXHIBIT purposes. adopts the 2020 Economic A, incorporated herein for all PASSED AND APPROVED by the Anna Economic Development Corporation on this 12tn day of March 2020. ATTEST: Anthony Tichardson EDC President APPROVED: Rocio Gore. EDC Secretary ANNA EDC RESOLUTION NO. IOZo i ' PAGE 1 OF 1 THE CITY OF Anna AGENDA ITEM: Item No. 8. City Council Agenda Staff Report Meeting Date: 5/12/2020 Public Hearing and Consider/Discuss/Action on an Ordinance of the City of Anna, Texas; amending the Anna City Code of Ordinances by amending Chapter 9 Planning and Development Regulations; Article 9.03 Design Standards; Divisions 1 through Division 9; providing for a penalty for any violation of this ordinance not to exceed $2,000; providing for savings and severability, and repealing clauses; providing for an effective date; and providing for the publication of the caption hereof. (Director of Public Works Greg Peters) SUMMARY: In accordance with the recommendations of the City Attorney this is a two part item requiring a public hearing. The City of Anna currently has all engineering design requirements and construction details listed within the City's Code of Ordinances. This can make it difficult for developers and consultants to locate, and can lead to misunderstandings in both the design requirements and constructability. In addition, this makes even minor changes to design standards require a formal ordinance being approved by the City Council. Staff has developed a design manual, complete with updated construction details and approved construction materials for the City to use and distribute to developers and consultants. The manual was developed with the help of municipal engineers at Kimley-Horn, who also sought feedback from their private development engineering staff on standards and details. The changes made to existing standards and details includes: • Updated barrier free ramp details to current ADA standards • Minor revisions to construction details to improve clarity and constructability • Minor revisions to construction details to match common construction practices in our region Additional Stormwater Detention requirement for the 2-year storm The 2-year storm requirement improves the ability of new detention systems to ensure that peak runoff rates during regular rain events do not exceed pre -developed conditions. This change does not require additional pond capacity, or negatively impact the ability to fit a detention system on a property. Meeting this requirements simply requires additional analysis by the design engineer and alterations to the outfall structure. Unfortunately, a detention pond designed for the 100-yr event can and may actually release higher peak flows for smaller storms due to the outfall structure sized for such a large event. The proposed change will benefit existing downstream property owners by providing increased protection from erosion while having no monetary impact on the developer. Staff recommends adopting the included Ordinance and the proposed Design Manual and Materials List. We believe that this will improve transparency and efficiency for the development community and offer better assurances that public infrastructure is properly constructed in our community. Strategic Connection This items supports the City of Anna Strategic Plan, specifically advancing Goal 2: Sustainable Anna Community Through Planned, Managed Growth, Objective 7: Develop City Infrastructure to support a growing community. STAFF RECOMMENDATION: Staff recommends approval of the ordinance as presented. ATTACHMENTS: Description Ordinance - Design Manual Design Manual Approved Materials List Upload Date Type 5/5/2020 Ordinance 4/21/2020 Exhibit 4/21/2020 Exhibit "a]kwKe]ff_1►1►/_1 ORDINANCE NO. AN ORDINANCE OF THE CITY OF ANNA, TEXAS; AMENDING THE ANNA CITY CODE OF ORDINANCES BY AMENDING CHAPTER 9 PLANNING AND DEVELOPMENT REGULATIONS; ARTICLE 9.03 DESIGN STANDARDS; DIVISIONS 1 THROUGH DIVISION 9; PROVIDING FOR A PENALTY FOR ANY VIOLATION OF THIS ORDINANCE NOT TO EXCEED $2,000; PROVIDING FOR SAVINGS AND SEVERABILITY, AND REPEALING CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the City Council of the City of Anna, Texas (the "City Council"), has previously adopted ordinances, rules, and regulations governing Planning and Development Regulations including design standards for public infrastructure; and WHEREAS, the City Council has investigated and determined that it would be advantageous and beneficial to the City and its citizens to amend Chapter 9 Planning and Development Regulations, Article 9.03 Design Standards of the Anna City Code of Ordinances ("Anna Code") by referring to the City of Anna Design Standards Document, as approved by the City Council and amended from time to time; NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The above -referenced recitals are incorporated herein as if set forth in full for all purposes. Section 2. Amendment. In accordance with Article 1.01 of the Anna City Code of Ordinances, ("Anna Code"), the following amendments are made to Chapter 9 (Planning and Development Regulations, Article 9.03 (Design Standards); ARTICLE 9.03 DESIGN STANDARDS Division 1. Generally Sec. 9.03.001 1 RtFad wetionDesignStandards Manual (a) The "Design Standards and Specifications Manual" is designed to implement the provisions of the subdivision ordinance and to provide for the orderly, safe, healthy and uniform development of the area within the city's corporate limits and its extraterritorial jurisdiction (ETJ). CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 1 of these design standards. These documents are to be censidered as te the these part design. The requVements of engnineerning adherence the approval by the city and its agents in ne way requkements of relieves the developer of the responsibility for adequacy of deign, whih may nquke men stringeRt Standards than these, the Gemp! city may determine that de?gRS ethP-.P than these of the standards are necessary and wi (b) The Design Standards Manual is hereby adopted by the City Council and may be amended from time to time by the City Council by ordinance. The Design Standards Manual shall be considered the minimum requirements for engineering design and construction of public infrastructure in the City of Anna, Texas. (c) A copy of the latest edition of the City of Anna Design Standards Manual is available at the office of the City Secretary, at the Public Works Department facility, and online at the City of Anna vvebsite. (Ordinance _ adopted 4/28/2020) CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 2 - - - - - - - - - -- -- - - -- - -- - - -- - --- -- -- - - -- .. .. CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 3 �-'- 0'3 -- -- - -- -- -- - - - --- -- - -- -- - - - -- -- ..- CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 4 (b) 04 center intersectens WH be cenOdered for approval only for miner collector and and only when there is a nVinqunq eenterline separaden of 1251, unless E)theFwase approved-by-masms?p expose (a) Geemshe deign SAWAS are presented in two feFFnats within this division. Table speelbe deign We& for each Standard roadway type. FigHFes 24A and 24B show the typical cress section for each Standard roadway typS It W RORd that diMeRiGIRS Shown are to the back x4ew+13-1 CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 5 • P.I�rl1:l:J<�.. ... . R�[37.. .RS=7:�.T.� !.....Um Oil CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 6 CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 7 (c) Strips ef land centrelling access te er egress frern ether er any street er alley er having preperty Gityewned utilities, the Feadway will be aR impreved Fight ef way. If the utilities aFe peFmaneRt ..• CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 8 1/ . ..... .. .. .. . .. .. . .. . . . . .. .. . . . ..... . .. .. 1.01 1 . .. . ..... . .. . .. .. . .. ... . . ..... .. . . 1/ .. . .. .. -------------- CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 9 ON M.. I M-1 M. . ............ CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 10 (a) The develeper shall arrange fer thi-- of all striping, regulatery, warning and gu ide signs, inEluding pests, as shewn en Pavement the appreved plans. StFeet name signs shall he alled at each CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 11 CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 12 (A) JRless etherwise appreved by the city ceuncil er as specified iR these standards, all fty-Ma. :�:��rrJrasesrr.�rsrn:errs:era:sou:�:r.�:n:�:re��:r:�:r�sr�rsr.�:. ...... . .. llilillml�ll "MI, Mill _.. MMIMIM . . . nth 1.Pr�A4,; shall be appFaved by the +" CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 13 (b) The design, size, type and lOGatiOR Of all StOFFA drainage fa6kies shall be s6ibjeCt to t the city's engineer and acceptance by the My. The requVements set forth herein are censid I'AiRiFRUM FequiFerneRh. The developer and the developerls eRoReeF shall bear the total responsibility for the adequaey Of design. The review by the ekys engineer andjoF aeeeptaRce Of the fack#ve�,4y4W City in no way hey s the developer Of +his r oihili+., CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 14 . ._ ---- - - ---- - - --- - - -- - -- -- - -- - --- -- -- - ------ ---- -- -- - ---- -- - •----- - - - - - -- -- -- -- ---- - . - -- - --- „ .plim-1. .. .. will M. CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 15 1----------------- 1 • 1 MIN CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 16 CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 17 - -- -- - -- -- - ---- -- -- -- -- - - ----- -- ----- - . -- -- - - - - - - - - - - -- -- - - - --- -- - .- - - -- -- -- -- - - wm. - -- . •- - -- -- - - -- -- - -- - --- -- -- - ------ - - -- - - - -- - - - - - -- -- -- - ------ -- bwH CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 18 CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 19 - - - - - - -- - - - -- -- Mil, -- - I - -- - -- -- -- .. - , ..lum -- - -- Mr- - - --- -- --- - - -- - - - - -- -- - -- - --- CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 20 M1691IM3162-11-70, . e-:m "MUDIVI. rrr+:e:esrs�:�is�:r_err_��:*:rsirsssra:ri . Mm 0111 I M, I - , M 111 ... '. M, CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 21 eF appFeved equal shall be *A'-#-R.'lP-P-J at hA-.rw;-ZA-.P*-;;' change in direetiens 49' er (h) BeRdS. Mega lugs in directie—AS th.;# bend. The be the gFeateF and -;;* all velptie-al h.,r,.d and at the Rext ehange Fequire a restraints shall placed at Rtin eh .dwrpc-toAp FrAPA the h.,r,.J .J.,� Ohl., -, lew ha�ye-a testable c�-ies��h�reventef. pipe AII ',�„Tgatie„-n^-rete�-s-s�i;II (2009 C-e�J�i. 1. 1119see. 9.9; QFdinanee adeptins2919-Cede) RP-i-; civea Secs. 9.93.15-9-03.189 CITY OF ANNA, TEXAS ORDINANCE NO. PAGF 22 (b) in the develepment be by to the general, city will net appreve a which c-annet served extensions by case basis, feF a system, and will Feqy*Fe eity ee6inewl appreval. Lets with appreved septie S*-� be designed up the that the Gity's wastewater GelleGtien is exte—Aded te the let, system shall system .`rrr_rr_+: M-M. j CITY OF ANNA, TEXAS ORDINANCE NO. PAGF 23 CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 24 }}��,, ^^''}} ti-FC--t•F�ty. • .... . . .. MINN'. .. . ... • . . . . . .. . .. .. . .. . .. . .. .. . CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 25 M Will A I „ ._ CITY OF ANNA, TEXAS ORDINANCE NO. PAGF 26 See. 993.229 o ta*R*Rg al'S h�1) dt Rg l'S-ShaIlurrbe e-A- r-#r-Ii-a-ccc4. MaS91RIFY a mf.,r...,.l .. rete (e) Al;-ret@*R*Tg Wal'S-Shalcrll be-SteRe, (d) Retaining few feet (4') higheF be desigRed iRSpeeted by walls and shall and a prefessmenal engiReer feet 14'1 dFawRage T.§} al.,Rg P N Cede, ways. ll19se&. Section 3. Penalty. CITY OF ANNA, TEXAS ORDINANCE NO. PAGF 27 Any violation of any of the terms of this ordinance, whether denominated in this ordinance as unlawful or not, shall be deemed a misdemeanor. Any person convicted of any such violation shall be fined in an amount not to exceed $2,000 for each incidence of violation. Each violation is considered a separate offense and will be punished separately. Section 4. Savinas. Severabilitv and Reaealina Clauses. All ordinances of the City in conflict with the provisions of this ordinance are repealed to the extent of that conflict. If any provision of this ordinance shall be held to be invalid or unconstitutional, the remainder of such ordinance shall continue in full force and effect the same as if such invalid or unconstitutional provision had never been a part thereof. The City declares that it would have passed this ordinance, and each section, subsection, clause, or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional or invalid. Section 5. Publication of the Caption Hereof and Effective Date. This ordinance shall be in full force and effective from and after its passage and upon the posting and/or publication, if required by law, of its caption and the City Secretary is hereby directed to implement such posting and/or publication. Passed by the City Council of the City of Anna, Texas, this 28th day of April 2020. APPROVED: Mayor Nate Pike ATTEST: City Secretary Carrie L. Land CITY OF ANNA, TEXAS ORDINANCE NO. PAGE 28 Ova ;9 � g scR � 4+ Al 1111111 _ _� I/IAlllll _ Desian Standard 0 dm �' �• p Jd rid* 11 1 } 7!�..wl',n Table of Contents Section 1 GENERAL REQUIREMENTS................................................................................... 3 1.1 Introduction...................................................................................................................................3 1.2 Standards of Design.....................................................................................................................3 1.3 Standard Specifications for Construction.....................................................................................3 1.4 Standard Details...........................................................................................................................3 1.5 Materials Testing and Quality Control..........................................................................................4 1.6 Utilities to be Underground...........................................................................................................4 1.7 Submittal to Utility Companies.....................................................................................................4 1.8 Requirements of the Final Engineering Drawings.......................................................................4 1.9 Final Acceptance..........................................................................................................................4 1.10 Warranty.....................................................................................................................................4 Section2 STREETS.................................................................................................................. 5 2.1 General.........................................................................................................................................5 2.2 Street Arrangement......................................................................................................................5 2.3 Thoroughfare and Street Geometry.............................................................................................5 2.4 Turn Lanes...................................................................................................................................5 2.5 Median Openings, Width, Location and Spacing.......................................................................11 2.6 Driveway Locations....................................................................................................................11 2.7 Block Lengths.............................................................................................................................11 2.8 Street Intersections....................................................................................................................11 2.9 Relation to Adjoining Streets......................................................................................................12 2.10 Dead End Streets, Cul-de-Sacs and Courts............................................................................12 2.11 Street Grades...........................................................................................................................12 2.12 Pavement Design.....................................................................................................................13 2.13 Parkways, Grades and Sidewalks...........................................................................................18 2.14 Driveways.................................................................................................................................18 2.15 Traffic Information and Control Devices...................................................................................18 2.16 Street Lighting..........................................................................................................................19 2.17 Barrier Free Ramps..................................................................................................................19 2.18 Off -Street Parking.....................................................................................................................19 Section 3 STORM DRAINAGE FACILITIES............................................................................27 3.1 Introduction.................................................................................................................................27 3.2 Storm Drainage Design Criteria.................................................................................................27 Section 4 VEGETATION..........................................................................................................28 4.1 General.......................................................................................................................................28 THE CITY OF Anna Desian Standards 4.2 Coverage....................................................................................................................................29 4.3 Planting Season for Seeding......................................................................................................29 Section 5 WATER SYSTEM.....................................................................................................30 5.1 General.......................................................................................................................................30 5.2 Connections to Existing Distribution System.............................................................................31 5.3 Location of Facilities...................................................................................................................32 5.4 Water Service Connections........................................................................................................33 5.5 Materials and Installation...........................................................................................................33 Section 6 WASTEWATER SYSTEM........................................................................................36 6.1 General.......................................................................................................................................36 6.2 Connections to Existing Wastewater Collection System...........................................................37 6.3 Location of Facilities...................................................................................................................38 6.4 Flows in Wastewaters and Their Appurtenances......................................................................39 6.5 Materials and Installation...........................................................................................................40 6.6 Testing........................................................................................................................................41 6.7 Wastewater Lift Stations and Force Mains................................................................................41 Section 7 MISCELLANEOUS REQUIREMENTS.....................................................................46 7.1 Grading.......................................................................................................................................46 7.2 Grading Permit...........................................................................................................................46 7.3 Private Utility Construction.........................................................................................................46 7.4 Additional Permits or Approvals.................................................................................................49 7.5 Retaining Walls..........................................................................................................................49 Section 8.A STANDARD SPECIFICATIONS.......................................................................... 50 Section 8.113 MODIFICATIONS TO STANDARD SPECIFICATIONS........................................50 Section 8.0 STANDARD DRAWINGS.....................................................................................73 Section 9 GENERAL CONSTRUCTION NOTES Section 10 APPROVED MATERIALS LIST F THE CITY OF Anna Desian Standards Section 1 GENERAL REQUIREMENTS 1.1 Introduction The "Design Standards and Specifications Manual" is designed to implement the provisions of the Subdivision Ordinance and to provide for the orderly, safe, healthy and uniform development of the area within the corporate city limits and within the area surrounding the City, extraterritorial jurisdiction (ETJ). The 5th Edition of the NCTCOG Standard Specifications for Public Works Construction dated November 2017 as modified by the City of Anna Special Provisions are supplemental and are made a part of these Design Standards. These documents are to be considered as the minimum requirements of engineering design. The adherence to the requirements of these documents and/or the approval by the City of Anna and its agents in no way relieves the developer of the responsibility for adequacy of design, which may require more stringent standards than these, the completeness of plans and specifications or the suitability of the completed facilities. In unusual circumstances, the City of Anna may determine that designs other than those of the Standards are necessary and will inform the developer of such requirements before final engineering review. The developer shall obtain authorization from the City of Anna, in writing, for any deviations from the requirements set forth in the Design Standards and Specifications Manual. 1.2 Standards of Design The Design Standards, as adopted by the City of Anna, are set forth herein. These standards shall be considered as the minimum requirements, and it shall be the responsibility of the developer to determine if more stringent requirements are necessary for a particular development. It is not intended that the Design Standards cover all aspects of a development. For those elements omitted, the developer will be expected to provide designs and facilities in accordance with good engineering practice and to cause the facilities to be constructed utilizing first class workmanship and materials. 1.3 Standard Specifications for Construction The City of Anna Special Provisions to the NCTCOG Standard Specifications for Public Works Construction as adopted by the City of Anna is referenced in this document. The Standard Specifications for construction set forth the minimum requirements for materials and workmanship for streets, parking lots, sidewalks, drainage, water, and wastewater systems. These specifications should be considered as minimum requirements and such additional requirements as the developer of the City may consider appropriate should be added as supplements. 1.4 Standard Details In an effort to have uniformity and to facilitate maintenance, the City has adopted the North Central Texas Council of Governments (NCTCOG) Standard Drawings as modified by the City of Anna Special Provisions for certain facilities such as manholes, street sections, sidewalks, water, wastewater, storm water, curb inlets, barrier free ramps, etc. The City of Anna Special Provisions to the NCTCOG Standard Specifications are located in Section 8.13 of this document. The NCTCOG Standard Specifications can be obtained from the North Central Texas Council of Governments at 616 Six Flags Drive, Suite 200, Arlington, Texas, 76005, (817) 640-3300. 3 THE CITY OF Anna Desian Standards 1.5 Materials Testing and Quality Control Testing of materials and quality control for all development construction shall be performed by a material testing laboratory and payment for such services shall be made by the contractor. It is the contractor's responsibility to show, through test procedures and results, that the work is in conformance with these design standards. All testing shall be completed with an employee or representative of the City of Anna present. 1.6 Utilities to be Underground All utilities within a residential development shall be placed underground. Utilities are defined for this purpose as water pipelines, wastewater pipelines, storm water pipelines, natural gas pipelines, telephone wires, cable TV wires and electric wires. All rough grading must be completed prior to the installation of utilities. In case of special or unique circumstances, the City may grant variances or exceptions to this requirement. Any request for variance or exception should be submitted in writing to the City of Anna setting forth the justification for an exception. The granting of a variance or exception by the City will be in writing. No work will be accepted without written approval from the Director of Public Works or City designee, or in the case of franchise utilities, the City Council. Commercial developments may have overhead utilities as approved by the City. 1.7 Submittal to Utility Companies The developer shall be responsible for submittal of information needed to design private utilities for the development. This information shall be submitted to TXU- Electric, ONCOR, Southwestern Bell, ATMOS-Gas, the cable TV franchise and any other appropriate utility. Written confirmation shall be submitted with the final engineering drawings, verifying that the affected Utility companies have reviewed the final plat and easement description and agree that the easement locations and sizes are adequate and consistent with the design requirements of the utilities. 1.8 Requirements of the Final Engineering Drawings The final engineering drawings will consist of drawings showing all information necessary to completely review the engineering design of improvements proposed for or affected by the site and sealed by a Registered Professional Engineer, licensed in the State of Texas. 1.9 Final Acceptance After improvements have been constructed, the developer shall be responsible for providing to the City "As Built" or "Record Drawings" mylars and one (1) set of "Black line prints". The City will not accept the subdivision until the mylars and prints are submitted to the City. Mylars and prints shall be sized 22" x 34". The City shall also be furnished pdf images of each sheet named according to the sheet title and sheet number and AutoCAD 2010 or later format drawings on a CD-ROM (No XREFS) of the "As Built" or "Record Drawings" (digital). 1.10 Warranty As a condition of final acceptance, the contractor shall furnish a two (2) year maintenance bond in the amount of 100% of the public improvements, which shall become effective from the date of acceptance. C! THE CITY OF Anna Desian Standards Section 2 STREETS 2.1 General The street system, including the street layout, shall be in accordance with generally accepted engineering practices and in compliance with the Comprehensive Plan, the latest Thoroughfare Plan, the Zoning Ordinances, the Subdivision Regulations and other applicable regulations. The plans and specifications, and other applicable data, shall be submitted to the City for review. Construction shall not commence prior to approval of the plans and specifications by the City. All changes during construction shall be submitted to the City's Engineer for approval and acceptance by the City prior to any construction modifications. 2.2 Street Arrangement Unless otherwise approved by the City, provisions shall be made for the extension of existing major arterials, collector streets and local streets in accordance with the Thoroughfare Plan and any specific street alignments as adopted by the City Council. Off -center intersections will be considered for approval only for minor collector and local streets, and only when there is a minimum center line separation of 125', unless otherwise approved by the City's Engineer. Within residential areas, the following design elements are encouraged: (A) Developing only a limited number of access points to arterial streets bordering the subdivision; (B) Incorporating curvilinear streets into the plan; (C) More than one point of access; and (D) Incorporating a discontinuous residential street network, which utilizes three-way intersections in lieu of four-way intersections. When these factors are incorporated into a residential street plan, the result is enhanced character and traffic safety. 2.3 Thoroughfare and Street Geometry Geometric design standards are presented in two formats within this section. Table 2.1 identifies specific design criteria for each standard roadway type. Figure 2.1A and 2.1 B shows the typical cross-section for each standard roadway type. It is noted that dimensions shown are to the back of curb, unless specifically identified otherwise. Each roadway type is keyed to the City Thoroughfare Plan, with the exception of local streets. The reader is referred to this document for information as to the locations where these roadways are to be used. 2.4 Turn Lanes All left turn storage areas shall be ten (10) feet wide with minimum storage requirements for left -turn lanes as in Figure 2.2. The transition curves used in left -turn lanes shall be two (2), 250-foot radius reverse curves with a total transition length of 100 feet. 5 THE CITY OF Anna Desian Standards TABLE 2.1 GEOMETRIC DESIGN STANDARDS Principal Minor Major Minor Local Design Element Arterial Arterial Collector Collector (Residential) Divided Divided Undivided Undivided Number Traffic Lanes 6 4 4 2 2 Minimum Lane Width 11+ (Feet) 12 12 11 15 2 Parking Minimum R.O.W. Width* 120 80 80 60 50 (Feet) Design Speed (M.P.H.) 45 40 40 40 25 Stopping Sight Distance 400 325 325 325 325 (Feet) Median Width ** (Feet) 16 14 Minimum Lateral 6 6 6 6 Clearance (Feet) Parking Permitted NO NO NO Com. Some Res. Yes Res. Yes Minimum Horizontal Com. Res. 200 Centerline Curvature 1200 850 Com. 700 500 ELBOW — (Feet) Res. 600 Res. 50' 350 * RIGHT-OF-WAY REQUIREMENTS FOR STATE HIGHWAYS AND/OR THE PROVISION OF RIGHT TURN LANES OR OTHER INTERSECTION IMPROVEMENTS MAY EXCEED THIS MINIMUM R.O.W. STANDARDS. ** LARGER MEDIANS MAY BE REQUIRED TO PROVIDE FOR MULTIPLE TURN LANES. *** LOCAL RESIDENTIAL CUL-DE-SACS SHALL HAVE A MINIMUM R.O.W. RADIUS OF FIFTY FEET (50'). F9 THE CITY OF Anna Desian Standards 120' Right —of —Way 15' 37' B—B 16' 37' 8—B 15' 7' , 4' , 4' 4' , 4' 1 7 1� LANE 2 � I 1� 4 fFf,; q 4 I I 11i12' LAME 12' LANE 12' LANE�. I 12' LANE 2,0% PRINCIPAL B - LANE DIVIDED ARTERIAL 80' Right 8' 1 25' B—B i 14' 4;1 12' LANE I 12' LANE 1(q 1i 2.0 4:1 "Max' 12' LANE 12' LANE MINOR 4 - LANE DIVIDED ARTERIAL MLY1 1.101Oka =►.1►IaI]►II]1'1III A11*111XNco ► rA THE CITY OF Anna Desian Standards Figure 2.1A TYPICAL CUL—DE—SAC PLAN VIEW THE CITY OF Anna Desian Standards Figure 2.2 MEDIAN DESIGN STANDARDS STREET A I- w w Ir F- En INTERSECTING STREET TYPE MINIMUM LENGTH (FEET) STREET A STREET B A B C* D** Principal Arterial Principal Arterial 310 100 ISO .60 Principal Arterial Minor Arterial 260 100 100 60 Principal Arterial Major Collector Minor Collector 260 100 100 60 Principal Arterial Local/Private 220 100 60 60 Minor Arterial Principal Arterial 310 100 150 60 Minor Arterial Minor Arterial 260 100 100 60 Minor Arterial Major Collector Minor Collector 260 100 100 60 Minor Arterial- Local/Private 220 100 60 60 LEFT -TURN STORAGE AREA WIDTH 10' MINIMUM MEDIAN WIDTH (SEE GEOMETRIC DESIGN STANDARD FOR PRINCIPAL AND MINOR ARTERIAL). *MINIMUM LENGTH - ACTUAL LENGTH DEPENDENT UPON ANTICIPATED TURN VOLUMN ** OR STREET WIDTH + 8 FEET -WHICHEVER IS GREATER Pt THE CITY OF Anna Desian Standards 50, I 100' LOCAL 150' NOTE: All dimensions shown are minimums. Local to Collector to be same as Local to Residential. J Q CK F- ry Q 300' 200' Figure 2.3 r w J J Q 100' 30' 30' 30' LOCAL 200' 100' 100' 200' 150' 150' DRIVEWAY SPACING, i IN RELATION TO A o CROSS STREET 90' d �R, I �— W 30' MIN. INTERSECTING LOCAL (RESIDENTIAL) ARTERIAL (LINDIV.) COLLECTOR 200' 200' 100' MINIMUM DRIVEWAY SPACING AND CORNER CLEARANCE 10 THE CITY OF Anna Desian Standards 2.5 Median Openings, Width, Location and Spacing Arterial thoroughfares in Anna are to have raised medians. Arterials having single lane two- way left turn lanes are discouraged and may be allowed only in special circumstances with the approval of the City Council. Median openings at intersections shall be from right-of-way to right-of-way of the intersecting street, unless otherwise approved by the City's Engineer. The width of mid -block median openings shall not be less than 60 feet, or greater than 70 feet. Using the above requirements, examples of the minimum distance between median openings on a divided street where left -turn storage is provided in both directions are: A. 310 feet from nose to nose of the median from the intersection of two major thoroughfares to a street or drive (see Figure 2.2); B. 260 feet from nose to nose of the median from the intersection of two secondary thoroughfares or a secondary thoroughfare and a major thoroughfare to a residential street or a drive, and; C. 220 feet from nose to nose of the median for intersection combinations of drives and/or residential streets. 2.6 Driveway Locations Minimum standards for driveway separation accessing the same site are shown in Figure 2.3. This standard applies to all non-residential uses. There is a minimum distance upstream and downstream from adjacent intersections within which driveways should not be located. This separation distance varies with the classification of street and is shown in Figure 2.3. This standard applies to all non- residential users. At mid -block access points, there is a minimum distance from a median nose, within which driveways should not be located. This is shown in Figure 2.3 and is equally applicable along both major and minor arterials for non-residential uses. 2.7 Block Lengths In general, streets shall be provided at such intervals as to serve cross traffic adequately and to intersect with existing streets. Where no existing plats control, the blocks shall be not more than 1,200 feet in length. Block arrangements must provide access to all lots, and in no case, shall a block interfere with traffic circulation. 2.8 Street Intersections More than two streets intersecting at one point shall not be allowed. All streets and thoroughfares should intersect other streets and thoroughfares at an angle of ninety (90) degrees unless otherwise approved by the City's Engineer. Arterial and collector street intersections shall have property line corner clips with a minimum tangent distance of thirty (30) feet. Residential streets shall not normally be 11 THE CITY OF Anna Design Standards required to have a corner clip at their intersection with other streets or thoroughfares, but a 25-foot by 25-foot sidewalk corner easement will be required. Curb radii at intersections shall have a minimum radius of thirty (30) feet along arterials, twenty-five (25) feet along' collectors and twenty (20) feet along residential streets. In any case where streets intersect at an angle of other than ninety (90) degrees, the City shall review and comment regarding non-standard right-of-way corner clips and curb return radii. 2.9 Relation to Adjoining Streets The system of streets designed for the development, except in approved cases, must connect with streets already dedicated in adjacent developments. Where no adjacent connections are platted, the streets must be the reasonable projection of streets in the nearest subdivided tracts and must be continued to the boundaries of the tract development, so that other developments may eventually connect with the proposed development. At the intersection of a new subdivision street with an existing boulevard arterial, the Developer of the subdivision shall construct a median opening in the boulevard, unless otherwise directed by the City in writing. Strips of land controlling access to or egress from other property or any street or alley or having the effect of restricting or damaging the adjoining property for development or subdivision purposes or which will not be taxable or accessible for special improvements shall not be permitted in any development unless such reserve strips are conveyed to the City on fee simple. The City Planning Director or the City's Engineer makes this determination. When such access is needed to maintain permanent City owned utilities, the roadway will be an improved right-of-way. If the utilities are temporary, an improved easement may be approved. 2.10 Dead End Streets, Cul-de-Sacs and Courts Cul-de-sacs are permitted and encouraged within residential subdivisions. Use of this design shall provide proper access to all lots and shall not exceed six hundred (600) feet in length, measured from the center of the cul-de-sac to the center of the intersecting street (not a dead-end street). Specific aspects of the standard cul-de-sac design are given in Figure 2.1 B. In lieu of the typical design shown, the City may approve alternative concepts for a specific application. 2.11 Street Grades Arterial streets may have a maximum grade of seven and one-half (7'/2) percent, for a maximum continuous distance of two hundred (200) feet. Collector streets may have a maximum grade of six (6) percent. `Residential streets may have a maximum grade of eight (8) percent, unless otherwise approved by the City, where the natural topography is such as to require steeper grades. All streets must have a minimum grade of at least five -tenths (0.5) of one (1) percent. Centerline grade changes with an algebraic difference of more than one (1) percent shall be connected with vertical curves in compliance with the minimum length requirements set forth in Table 2.2. 12 THE CITY OF Anna Desian Standards 2.12 Pavement Design Pavement and pavement subgrades (Roadway and Firelanes) shall be designed based on representative onsite soil sub -surface conditions. Pavement design calculations shall be prepared by Professional Engineer licensed in the State of Texas and be submitted with the preliminary construction plans for review as part of the construction plan review process. The submittal shall include the pavement design traffic loadings and design life. Pavement and subgrade shall be as follows: A. Residential Pavement: Reinforced concrete pavement thickness shall be determined by pavement design calculations. Minimum thickness of reinforced concrete pavement shall be no less than six (6) inches reinforced with No. 4 bars at 18-inch centers both ways. Concrete strength shall be NCTCOG Item 303.3.4.2. Class C (4,000 psi Compressive Strength in 28-days), with a cement content of not less than 6 sacks per cubic yard. Subgrade preparation and thickness shall be based on pavement design calculations and shall be lime stabilized no less than six (6) inches in depth. All curbs shall be 6" monolithic barrier curbs. B. Arterial, Minor Collector, Major Collector, and Firelane Pavement: Reinforced concrete pavement thickness shall be determined by pavement design calculations. Minimum thickness of reinforced concrete pavement shall be no less than eight (8) inches reinforced with No. 4 bars at 18-inch centers both ways. Concrete strength shall be NCTCOG Item 303.3.4.2. Class C (4,000 psi Compressive Strength in 28- days), with a cement content of not less than 6 sacks per cubic yard. Subgrade preparation and thickness shall be based on pavement design calculations and shall be lime stabilized no less than six (6) inches in depth. C. Subgrade: Subgrade design shall be based on representative onsite subsurface soil conditions and testing. Testing shall be in accordance with the NCTCOG Standard Specifications for Public Works Construction and be completed by a geotechnical testing lab. The geotechnical investigation shall be submitted to the City as part of the pavement design submittal. In general, the soils testing shall include representative soil borings of the site and the testing of Atterburg limits. Based on the testing results, the pavement design shall provide the percentage of the subgrade lime stabilization proposed. Stabilization shall span the width of the street, back -of - curb to back -of -curb, plus twelve (12) inches beyond the back of curb on each side and be a minimum of six (6) inches in depth for 6-inch pavement and eight (8) inches in depth for 8-inch pavement, unless greater extents recommended by the geotechnical investigation. Subgrades shall be mechanically compacted to ninety- five (95) percent standard proctor densities at optimum moisture. There shall be no driveway cuts unless approved by the City. Contractors shall perform a horizontal curb cut for all driveways. Future driveway cuts on existing streets shall have proposed driveway pavement constructed within 48-hours of driveway excavation or a temporary concrete mud mat shall be constructed to protect the existing street subgrade from excessive moisture penetration or moisture evaporation. 13 THE CITY OF Anna n Standards TABLE 2.2 CREST VERTICAL CURVES Design Speed (MPH) Coeff. of Friction (a) Stopping Sight Dist. (Ft.) Stopping Sight Dist. Rounded for Design (Ft.) K K Rounded for Design 15 0.42 72.98 75 4.01 5 20 0.40 106.83 125 8.59 10 25 0.38 146.70 150 16.19 20 30 0.36 193.58 200 28.20 30 35 0.34 248.72 250 46.55 50 40 0.32 313.67 325 74.03 80 45 0.31 383.12 400 110.44 120 (a) AASHTO; p. 16 14 THE CITY OF Anna Desian Standards TABLE 2.2. Cont'd CREST VERTICAL CURVES ROUNDED MINIMUM LENGTH OF VERTICAL CURVE IN FEET For Speeds and K Values Shown Below (L-KA) Algebraic Grade Diff. (%) (A) 1 MPH K 15 5 5 10 20 20 30 30 30 35 50 50 40 80 45 120 80 120 2 10 20 40 60 100 160 240 3 15 30 60 90 150 240 360 4 20 40 80 120 200 320 480 5 25 50 100 150 250 400 600 6 30 60 120 180 300 480 720 7 35 70 140 210 350 560 840 8 40 80 160 240 400 640 960 9 45 90 180 270 450 720 1080 10 50 100 200 300 500 800 1200 11 55 110 220 330 550 880 1320 12 60 120 240 360 600 960 1440 13 65 130 260 390 650 1040 1560 14 70 140 280 420 700 1120 1680 15 75 150 300 450 750 1200 1800 15 THE CITY OF Anna n Standards TABLE 2.2 Cont'd SAG VERTICAL CURVES Design Speed (MPH) Coeff. of Friction (a) Stopping Sight Dist. (Ft.) Stopping Sight Dist. Rounded for Design (Ft.) K K Rounded for Design 15 0.42 72.98 75 8.13 10 20 0.40 106.83 125 14.75 20 25 0.38 146.70 150 23.56 30 30 0.36 193.58 200 34.78 40 35 0.34 248.72 250 48.69 50 40 0.32 313.67 325 65.69 70 45 0.31 383.12 400 84.31 90 (a) AASHTO, p. 316 (b) AASHTO, p. 312 ME THE CITY OF Anna Desian Standards TABLE 2.2 Cont'd SAG VERTICAL CURVES ROUNDED MINIMUM LENGTH OF VERTICAL CURVE IN FEET For Speeds and K Values Shown Below (L-KA) Algebraic Grade (%) MPH K 20 20 25 30 30 40 35 50 7l 1 10 20 30 40 50 70 5u 2 20 40 60 80 100 140 180 3 30 60 90 120 150 210 270 4 40 80 120 160 200 280 360 5 50 100 150 200 250 350 450 6 60 120 180 240 300 420 540 7 70 140 210 280 350 490 630 8 80 160 240 320 400 560 720 9 90 180 270 360 450 630 810 10 100 200 300 400 500 700 900 11 110 220 330 440 550 770 990 12 120 240 360 480 600 840 1080 13 130 260 390 520 650 910 1170 14 140 280 420 560 700 980 1260 1 150 300 450 600 750 1050 1350 17 THE CITY OF Anna Desian Standards 2.13 Parkways, Grades and Sidewalks All parkways shall be constructed to conform to top of curb grades with a standard transverse slope of one -quarter ('/4) inch per foot rise from top of curb to right-of-way. Where the natural topography is such as to require steeper grades, transverse slopes (except for sidewalk) up to three-quarter (3/4) inch per foot may be used with approval of the City. Sidewalks shall be provided for all residential streets in subdivisions zoned for one- or two- family dwellings and on all streets designated on the adopted Master Thoroughfare Plan. Barrier free ramps and sidewalks along screening walls, landscaped areas, trails or in parks, shall be installed by the Developer with street construction and the sidewalks in front of residential lots shall be installed by the home builder. The City may require sidewalks in other locations. Where provided, there shall not be less than four (4) feet in width with the inside edge of the sidewalk to be placed one (1) foot off the property line and located wholly within the dedicated street right-of-way, sidewalk corner easement or road easement in the case of private streets. This requirement may be waived by the City Council. Sidewalks placed adjacent to the back of the curb must be six (6) feet wide and approved by the City's Engineer. Sidewalks shall be of concrete having a minimum of 4,000-psi compressive strength in 28 days. The concrete thickness shall be four (4) inches reinforced with No. 3 bars at 18-inch centers both ways. A minimum of 1'/2 inches of sand must be placed under sidewalk. Subgrade (including sand) shall be mechanically compacted to 95% density. 2.14 Driveways A. Residential: Residential driveways to serve two car garages shall be not less than sixteen (16) feet nor more than twenty-four (24) feet in width at the property line. The width of the driveway will be larger at the garage for a three car (width to be twenty- eight (28) feet). Shared driveways and garages larger than three cars shall be a case by case basis. Residential driveways shall be separated from one another by a distance of at least ten (10) feet. The radii of all residential driveway returns shall be a minimum of five (5) 'feet and shall not extend past the adjoining property line. The driveway approaches devoted to one use shall not occupy more than sixty percent (60%) of the frontage abutting the roadway or alley. B. Multi -Family and Non -Residential: Driveways providing access to multi -family or non- residential uses shall generally have widths between twenty-four (24) and forty-five (45) feet when measured at their narrowest point near, or at, the property line. The minimum radius for these uses shall be twenty (20) feet. Larger radii are encouraged. Limitations on permissible locations for these driveways are addressed in Section 2.6, Driveway Locations. Driveway radii returns shall not extend across abutting property lines. 2.15 Traffic Information and Control Devices The developer shall arrange for the installation of all pavement striping, regulatory, warning and guide signs, including posts, as shown on the approved plans. Street name signs shall be installed at each intersection. All traffic control devices shall be designed in accordance with the current addition of the TMUTCD. Examples of regulatory, warning, information and guide signs are as follows: in THE CITY OF Anna Desian Standards A. Regulatory signs shall include, but are not limited to, STOP, 4-WAY, YIELD, KEEP RIGHT and speed limit signs. B. Warning signs shall include, but are not limited to, DEAD END, NO OUTLET, DIVIDED ROAD and PAVEMENT ENDS. C. Guide signals shall include, but are not limited to, street name signs, DETOUR, direction arrow and advance arrow. D. Traffic striping shall be provided by the developer as shown on the approved plans. The street signs shall be extruded and engineering grade. Sign posts shall be galvanized steel and set in concrete. The developer shall be responsible for the expenses incurred by the City for manufacture and installation of these signs. 2.16 Street Lighting All developments shall be provided with streetlights. In, general, lights should be located at street intersections and at intervals no greater than four hundred (400) feet apart. Streetlights should be the equivalent of 175-watt mercury vapor fixtures on minor residential streets. All collector and arterial, or commercial streets shall have sodium vapor fixtures with a minimum wattage of 250 or 400 watts as directed, in writing, by the City. In some instances, the City may require greater wattage. For all median lights, as-builts must be provided to the City for final acceptance. Street lighting shall be required at each residential subdivision intersection. Street name signs and regulatory signs required at the intersection shall be attached to a street light. Street light and regulatory signage shall be installed in accordance with all TMUTCD requirements. Street lights between street intersections shall be at the projection of a property line between owners. 2.17 Barrier Free Ramps Barrier free ramps shall be provided in all commercial areas and in residential areas which have sidewalks. Ramps shall be located to provide access .in accordance with the standards set by the Americans with Disabilities Act (A.D.A.) at all pedestrian sidewalks and meet all Texas Accessibility Standards (TAS). Lay down curbs and ramps shall be constructed at all street intersections and driveways whether or not sidewalks are being installed. Lay down curbs and ramps shall be constructed by the developer. The developer shall be responsible for paying for and arranging for all TAS design reviews and post construction inspections. Results of TAS inspections shall be provided to the City. 2.18 Off -Street Parking All parking areas and spaces shall be designed and constructed in accordance with the following requirements: A. All parking areas and spaces shall be designed and constructed so as to have free ingress and egress at all times. B. No parking space or parking area shall be designed so as to require a vehicle to back into a public street or across a public sidewalk, except in the downtown overlay district, as defined by the City. 19 THE CITY OF Anna Desian Standards C. Minimum Dimensions for Off -Street Parking: 1. Ninety -degree parking (`Figures 2.4a and 2.4b) — Each parking space shall not be less than nine (9) feet in width and eighteen (18) feet in length with two (2) feet of overhang between curb and sidewalk or property line (20-foot minimum). Dual head in parking spaces should be a minimum of twenty (20) feet in length; Aisle width shall not be less than twenty-four (24) feet. 2. Sixty -degree angle parking (Figures 2.5a and 2.5b) — Each parking space shall be not less than nine (9) feet wide perpendicular to the parking angle nor less than twenty and one tenth (20.1) feet in length when measured at right angles to the building or parking line. Maneuvering space shall be not less than fourteen and one- half (14'/z) feet for one-way traffic or twenty-two (22) feet for two-way traffic perpendicular to the building or parking line. 3. Forty -five -degree angle parking (Figures 2.6a and 2.6b) — Each parking space shall not be less than nine (9) feet wide perpendicular to the parking angle nor less than nineteen (19) feet in length when measured at right angles to the building or parking line. Maneuvering space shall be not less than twelve (12) feet for one- way traffic or twenty-one (21) feet for two-way traffic perpendicular to the building or parking line. 4. Parallel Parking — Each parking space shall not be less than nine (9) feet in width and twenty-two (22) feet in length. Maneuvering space will not be less than twenty (20) feet. 5. Handicap Space Parking — Handicap parking spaces are required to meet ADA and TAS regulations. 6. When off-street parking facilities are located adjacent to a public alley, the width of said alley may be utilized as a portion of the maneuvering space requirement, provided the alley is paved. 7. When off-street parking facilities are provided' in excess of minimum amounts herein specified, or when off-street parking facilities are provided, but not required by this chapter, said off-street parking facilities shall comply with the minimum requirements for parking and maneuvering space herein specified. D. Paving Standards: 1. Unless otherwise approved by the City Council or as specified in these standards, all parking lots shall be paved with concrete or asphalt and designed according to City standards and specifications. The parking lanes must be clearly marked by approved paint, buttons or other material. All driveway approaches shall be constructed of concrete in the same strength as the adjacent street and shall be curbed per City standards. 2. The pavement within a designated loading area shall be designed and constructed to carry the additional loading of merchandise, goods, sanitation pick-up, etc., in order to prevent any unnecessary failure in the pavement itself. The pavement design shall be included in the engineering construction plans and specifications and submitted to the City's Engineer for review. 20 THE CITY OF Anna Desian Standards 3. Fire lane pavement shall be a minimum of six (6) inches with lime stabilized subgrade. Concrete strength shall be NCTCOG Item 303.3.4.2. Class C (4,000 psi in 28-days). Asphalt firelanes are not permissible, unless approved by the City. E. All entrances or exits in a parking lot shall be a minimum of thirty (30) feet from the beginning point of any corner radius. F. All entrances or exits in a parking lot shall be a minimum of twenty-four (24) feet and a maximum of forty-five (45) feet in width, unless One-way, in which case they shall both be a minimum of twelve (12) feet, or as approved by the City Council. G. The driveway approach angle to any parking area shall be a maximum of sixteen (16) degrees; the departure angles a maximum often (10) degrees; the ramp angles a maximum of eleven (11) degrees; or otherwise shall be approved by the City's Engineer. H. No parking areas or parking spaces shall be allowed to pave over or utilize public right-of-way, with the exception of approved entrances and exits, unless the City Council approves a site plan provided be the developer. Any lighting used to illuminate any off-street parking area shall be so designed and constructed as to direct the light onto the property and away from any adjoining property or, street. All multi -family and commercial parking areas and parking spaces shall be designed and constructed to protect adjacent residences from the direct glare of headlights of vehicles using the parking area. K. All multi -family, retail, commercial and industrial parking lots shall be required to provide a fire lane with a minimum width of twenty-four (24) feet (requires minimum thirty (30) foot inside curve radius). No City street curb, alley or street pavement may be cut, or cored for drainage, without a permit from the City. 21 THE CITY OF Anna Desian Standards 24' AISLE 25' MIN. N I, 11 II 11 =Di I 2' ,1 ,i i' 6" RAISED CURB PROPERTY LINE FACE OF CURB OR EDGE OF PAVEMENT \� RIGHT TRAFFIC LANE ZPIINT OF BEGINNING TURN (WHEELS CHANGED FROM NORMAL TO FULL TURN POSITION) 90' Parking - Double Row FIGURE 2.4a 015 THE CITY OF Anna Desian Standards 36.4' i'i 14.5' MIN. AISLE 20.1' u 24" i �I i H-6" RAISED CURB i n 60' n n PROPERTY LINE n ni n n n n i i n i ai FACE OF CURB OR EDGE OF PAVEMENT \ RIGHT \ TRAFFIC \ LANE POINT OF BEGINNING TURN (WHEELS CHANGED FROM NORMAL TO FULL TURN POSITION) AISLE WIDTH SHOWN IS THE MINIMUM FOR ONE—WAY TRAFFIC. FOR EASE OF OPERATION AND FOR LONG ROWS OF PARKING, WIDTH SHOULD BE INCREASED APPROXIMATELY 5' FOR TWO—WAY TRAFFIC THE AISLE WIDTH MUST BE INCREASED TO 22' (CLEAR DISTANCE OF 24.3') 60° Parking - Double Row FIGURE 2.5a 23 THE CITY OF Anna Desian Standards i Ili \ PROPERTY j LINE i z ,t It ice-- 6" RAISED o CURB R.O.W. - it u n -- 14.$' MIN. AISLE' I -- I - -- 1 `\ FACE OF CURB OR EDGE OF PAVEMENT RIGHT \ TRAFFIC LANE POINT OF BEGINNING TURN (WHEELS CHANGED FROM NORMAL TO FULL TURN POSITION) 'Aisle width shown is the minimum for one-way traffic. For ease of operation and for long rows of parking, widths should be increased approximately 5' For two-way traffic, the aisle width must be increased to 22.0' (Clear distance of 24.3') 60' Parking — Single Row FIGURE 2.5b 60° Q11! THE CITY OF Anna Desian Standards II II II II II II II II I 34.6' 12.0' MIN, 19' AISLE ' II II I \\6", n\ CURB /1 _Z � ' 1 Lr' R.O.W. v I FACE OF CURB OR \ EDGE OF PAVEMENT \ RIGHT \ TRAFFIC \ LANE POINT OF BEGINNING TURN (WHEELS CHANGED FROM NORMAL TO FULL TURN POSITION) AISLE WIDTH SHOWN IS THE MINIMUM FOR ONE --WAY TRAFFIC. FOR EASE OF OPERATION AND FOR LONG ROWS OF PARKING, WIDTH SHOULD BE INCREASED APPROXIMATELY 5' FOR TWO—WAY TRAFFIC THE AISLE WIDTH MUST BE INCREASED TO 21' (CLEAR DISTANCE OF 24.2') 45° Parking — Double Row 45° FIGURE 2.6a 25 THE CITY OF Anna Desian Standards II 7! 45 I1 I' 11 II PROPERTY " LINE " n ( II ,I I I�4-6" RAISED q CURB II 1! ) kk iF II II �I R.O.W. A Z �r 1 ` FACE OF CURB OR EDGE OF PAVEMENT RIGHT TRAFFIC \� LANE ZPOINT OF BEGINNING TURN (WHEELS CHANGED FROM NORMAL TO FULL TURN POSITION) 1 'Aisle width shown is the minimum for one-way traffic. For ease of operation and for long rows of parking, widths should be increased approximately 5' For two-way traffic, the aisle width must be increased to 21.0' O (Clear distance of 24.2')45 45° Parking — Single Row FIGURE 2.6b pig THE CITY OF Anna Desian Standards Section 3 STORM DRAINAGE FACILITIES 3.1 Introduction Drainage facilities shall be designed and constructed at such locations and of such size and dimensions to adequately serve the development and the contributing drainage area above the development, as well as the affected areas downstream. The developer shall provide all the necessary easements and rights -of way required for drainage structures including storm drains and open channels, lined or unlined. Easement widths for storm drain pipelines shall not be less than fifteen (15) feet, and easement widths for open channels shall be at least fifteen (15) feet wider than the top width of the channel. In all cases, easements shall be of an adequate size to allow proper maintenance. The design, size, type and location of all storm drainage facilities shall be subject to the review of the City's Engineer and acceptance by the City. The requirements set forth herein are considered minimum requirements. The developer and the developer's engineer shall bear the total responsibility for the adequacy of design. The review by the City's Engineer and/or acceptance of the facilities by the City in no way relieves the developer of this responsibility. Storm drainage released from the site will be discharged to a natural water course or storm sewer system of an adequate size to convey the 100-year storm runoff expected after development. Detention ponds shall be designed for the 2-year and 100-year storm event. 3.2 Storm Drainage Design Criteria A. General: The City of Plano's current Storm Drainage Design Manual shall be used for storm drainage calculations. Drainage area calculations, storm pipe calculations, and inlet capacity calculations are required with engineering plan submittals, at a minimum. Additional information may be required by the City. B. Storm Pipe Size: The minimum size storm sewer line shall be eighteen (18) inches. C. Storm Pipe Material: RCP shall be used for all stormwater applications, no plastic pipe will be permitted in the fire lane. D. 100-Year Flood Zones: Where the Federal Emergency Administration (FEMA) has defined a flood hazard area with regard to a drainage course, the flood hazard zone and the floodplain and floodway, if available, shall be shown on the plat and drainage area map. Any development proposed within a floodplain shall complete a flood study to determine that the proposed development meets the City's current floodplain management ordinance and will not be detrimental to any other property. E. Local 100-Year Flood Zones: 100-year flood zones shall be determined for non- FEMA creeks or streams (flowing or not) within a subdivision. F. Access: Storm drainage facilities shall include all elements of a drainage system consisting of streets, alleys, storm drains, channels, culverts, bridges, swales and any other facility through which or over which storm water flows, all of which the City must have a right in, either in the form of a dedicated right-of-way, floodway or drainage easements. 27 THE CITY OF Anna Desian Standards G. Storm Drainage Management Plan: All new subdivisions shall provide as part of the subdivision review process a complete storm drainage management plan. This plan will include, but not be limited to, the following: a complete review of all on- site, upstream and downstream drainage within the impacted watershed; determine all on -site and downstream drainage facility improvements due to the increased runoff from the proposed development and future upstream and downstream developments; and shall contain calculations necessary to determine compliance with the Standards of Design herein. The plan shall be done, using current zoning conditions or land use prescribed by the City's Land Use Plan (whichever creates the greatest storm water runoff), with maximum development considered throughout the watershed. The storm drainage plan shall show all necessary improvements with flow data provided at each point of interception of water. As part of the storm drainage plan, the developer shall show a lot grading plan to direct all water to proper intersection points avoiding cross flow of water from lot to lot. All upstream discharge shall be intercepted and carried through the proper intersection points avoiding cross flow of water from lot to lot. All upstream discharge shall be intercepted and carried through the proposed development in compliance with the Standards of Design herein. All discharge from the proposed development shall be designed in accordance with the Standards of Design herein with all necessary improvements being installed by the developer to protect downstream property from damage. The determination of necessary improvements to existing drainage facilities downstream of a proposed development shall be reviewed by the City's Engineer for compliance and adequacy. Include recessed curb inlets for all streets that are not residential streets. H. Storm Water Pollution Prevention Plan: The developer shall provide a Storm Water Pollution Prevention Plan (SWPPP), in compliance with all TCEQ and NPDES regulations, for each project. A copy of the SWPPP and Notice of Intent (NOI) shall be on file at the City prior to the issuance of a building permit. Exemptions: At the City's discretion, alternative storm sewer design criteria and calculations may be considered for special or unique development cases. The alternative design criteria to be considered by the City, on a case -by -case basis, and storm drainage design criteria shall be approved by City Council. Section 4 VEGETATION 4.1 General All seeding, sodding and fertilizer requirements are to be completed in accordance with the North Central Texas Council of Governments (NCTCOG) Standards and Specifications and as modified by the City of Anna, herein. Block sod may be utilized for erosion control. Block sod shall be growing grass sod of the type specified in the plans. Sod shall have a healthy and dense root system, be stored and maintained in a moist condition from the time of harvest until planted and be free from noxious weeds. Seed shall be from previous season's crop meeting the Texas Seed Law, including testing and labeling for pure live seed (PLS = Purity x Germination). Furnish seed of designated species, in labeled unopened bags or containers for inspection by the City's Public Works Department. Seed shall be used within 12-months from the date of the season harvested. When Buffalo grass is utilized, use seed that is treated with Potassium Nitrate to overcome dormancy. 0 THE CITY OF Anna Desian Standards 4.2 Coverage The developer shall establish grass and maintain the sodded or seeded area, including watering, until a "Stand of Grass" is obtained. A "Stand of Grass" shall consist of 75% to 80% coverage and a minimum of one -inch (1") in height. If a "Stand of Grass" has not been established within four weeks, re -sodding or re -seeding shall be required. Re -grading, Re - sodding and re -seeding will be required in all washed areas and areas that do not grow. 4.3 Planting Season for Seeding A. February 1 through May 15 (Permanent Rural Seed Mix) Green Spangletop — 0.3 LB. PLS/Ac. Bermuda Grass — 1.2 LB. PLS/Ac. Sideoats Grama (El Reno) 2.7 LB. PLS/Ac. Little Bluestem (Native) 2.0 LB. PLS/Ac. Buffalogras (Texoka) 1.6 LB. PLS/Ac. Illinois Bundleflower 1.0 LB. PLS/Ac. B. February 1 through May 15 (Permanent Urban Seed Mix) Green Spangletop — 0.3 LB. PLS/Ac. Bermuda Grass — 2.4 LB. PLS/Ac. Sideoats Grama (El Reno) 3.6 LB. PLS/Ac. Buffalogras (Texoka) 1.6 LB. PLS/Ac. C. September 1 through November 30 (Temporary Cool Season Seeding) Tall Fescue — 4.5 LB./Ac. Western Wheatgrass — 5.6 LB./Ac. Wheat 34 LB./Ac. D. May 1 through August 31 (Temporary Warm Season Seeding) Foxtail Millet — 34 LB./Ac. A mix of seed shall be used in overlapping planting seasons. No Seeding shall occur during the months of December and January. Bermuda -grass sod shall be laid during the months of December and January. Developer shall be responsible for establishing a permanent stand of warm season turf. 29 THE CITY OF Anna Desian Standards Section 5 WATER SYSTEM 5.1 General The design and construction of the water distribution system to serve the development shall be in accordance with good engineering principles, with these Design Standards and with the requirements of the Texas Commission on Environmental Quality (TCEQ). All off -site water mains shall be sized and located to conform to projected demands in accordance with the latest Water Master Plan and the computer model with regard to the impact of each development on the existing and proposed water distribution system. No construction shall commence prior to the approval of the plans and specifications by the City. All facilities shall be of sufficient size to provide adequate capacity for ultimate development. The pipelines shall be sized to meet the maximum instant domestic requirements plus an appropriate allowance for fire protection water. The design criteria for water demand shall be submitted to the City with the plans and specifications. The City reserves the right to require larger pipelines than required for the proposed development in order to provide capacities for areas outside the development. The developer will be responsible to construct water lines adjacent to their property in accordance with the latest Water Master Plan, across the frontage of the tract, or as required by the City. All facilities that are to be public shall be constructed with domestically manufactured materials. The minimum pipeline size to serve residential areas shall be eight (8) inches in diameter, and the minimum pipeline size serving commercial, business, industrial, etc. shall be twelve (12) inches. In general, all lines shall be looped with no dead -ends. Dead-end lines will be considered on a case by case basis and shall be furnished with an approved automatic flush valve arrangement. The developer shall provide facilities sufficient for fire flows in accordance with the minimum criteria of the State Board of Insurance or the Fire Code adopted by the City. The standard water main sizes shall be used are noted in Table 5.1. Table 5.1 — STANDARD WATER LINE SIZES 8 inch 12 inch 16 inch 20 inch 24 inch 30 inch 36 inch 42 inch 54 inch 60 inch 66 inch 72 inch Fire flows to be calculated with a minimum of thirty-five pounds per square inch (35 psi) of residual pressure at the fire hydrant with a 35-psi residual in the water distribution system. 30 THE CITY OF Anna Design Standards The following values shall be used when calculating the average daily water demands, unless project specific water demand and/or actual flow measurements are provided: Table 5.2 — AVERAGE DAILY WATER DEMANDS Land Use Design Calculation Residential • 3.5 persons/unit 420 gpd/unit 120 gallons per person per day Apartment • 2.5 persons/unit 300 gpd/unit • 120 gallons per person per day Hospital (Beds) . 720 gallons per day per bed 720 gpd/bed Nursing Home . 240 gallons per day per bed 240 gpd/bed Restaurant • 18 gallons per person per day 18 gpd/person Commercial • 1 person per parking space, or 50 gpd/person 1 person per 400 SF of building School • 30 gallons per student/day 30 gpd/student Parks • 6 gallons per person per day 6 gpd/person Mobile Home Park • 3 persons per trailer 330 gpd/unit • 110 gallons per person per day 5.2 Connections to Existing Distribution System Preliminary discussions concerning take -off points in the distribution system should be conducted with the City of Anna Public Works Department prior to finalizing the preliminary designs of the distribution system, which will serve the development. Connections to the City's existing system will be allowed only at locations where the City has determined that sufficient quantity and pressures are available to meet the projected requirements of the development. In general, the connections to the existing distribution system shall be made in such a manner to keep "shut -downs" to a minimum. Preference will be given to a tapping sleeve and valve connections. In a proposed development where City water is not adjacent to the property but is accessible, the developer shall provide, at his expense, an off -site water main of sufficient size to serve his development or as shown on the City's Water Master Plan, whichever is larger. The proposed development will normally require a loop into the existing water distribution system in order to provide adequate water pressure. The loop will be at the developer's expense. In general, the City will not approve a development which cannot be served by extensions to the City distribution system. Some areas in the City may be served by private water companies. In those cases, the Developer shall contact and make proper arrangements with the private water company. The Developer shall always be responsible to construct water facilities that meet City requirements and as shown on the City's Water Master Plan. The City will observe the facilities during construction for compliance with these standards. This in no way relieves or reduces the obligations of the developer to comply fully with these requirements. Under certain circumstances, the City may consider approval of a private 31 THE CITY OF Anna Desian Standards water system, which will supply an adequate quantity of potable water for all uses, including residential, commercial and firefighting requirements. Such systems must meet the approval of the City, the TCEQ, the State Board of Insurance, and all other appropriate regulatory agencies. In addition, an agreement between the City and the developer shall be executed whereby the City may acquire the system when it can be connected into the City's owned and operated distribution network. In all cases, the engineering drawings shall show the source of water for the development. 5.3 Location of Facilities A. Pipelines: Water pipelines shall be located in the parkways between the back of the curb and the street right-of-way. See Standard Drawings for utility locations under pavement. Water lines installed adjacent to a development shall be installed the length of the frontage. B. Gate Valves: Gate valves shall be located outside the paved streets and shall be two feet (2') from back of curb of the intersecting street. In general, gate valves shall be located at street intersections (except for fire hydrant leads). Maximum spacing of valves on water lines is 1,000'. All valve boxes shall be encased in a concrete pad that shall be twenty-four inches by twenty-four inches by six inches (24" x 24" x 6") and reinforced with No. 3 steel bars. C. Fire Hydrants: In general, fire hydrants shall be located at each street intersection and at intervals on the interior of each block. All fire hydrants shall have isolation valves constructed as described above. No services lines or other connections will be allowed to the fire hydrant leads. 1. Residential and Duplex: Residential and duplex areas shall have a fire hydrant at each street intersection and at five hundred -foot (500') intervals on the interior of each block. In no case, shall there be more than four hundred feet (400') of hose lay from a fire hydrant and fire lane to any main building. 2. Multi -Family: Multi -Family areas shall have a fire hydrant at each street intersection and at three hundred -foot (300') intervals on the interior of each block and along fire lanes. In no case, shall there be more than one hundred and fifty feet (150') of hose lay from a fire lane or two hundred and fifty feet (250') from a fire hydrant to any portion of a building. 3. Commercial, Retail and Industrial: Commercial, retail and industrial areas shall have a fire hydrant at each street intersection and at a maximum of three hundred -foot (300') intervals on the interior of each block and along fire lanes. In no case, shall there be more than one hundred and fifty feet (150') from a fire hydrant and fire lane to any portion of a building in any development. All fire hydrants, which are placed in off street rights -of -way, shall have a paved concrete access road and proper pavement markings, which have been accepted by the Fire Marshall and City's Engineer. All fire hydrants shall be marked in the center of the adjacent street with a Blue Stimsonite (or approved equal) Model 88-SSA Fire Hydrant Marker. The spacing of fire hydrants shall be measured along the street frontage or fire lanes. The City Fire Marshall and City's Engineer shall review all fire hydrant spacing. When a special 32 THE CITY OF Anna Design Standards condition exists due to land use, the Fire Marshall or City's Engineer may require additional hydrants for fire protection. 5.4 Water Service Connections A water service pipeline shall be laid to each lot with fittings and a meter box in accordance with the Standard Drawings. All service pipelines, which supply water to each single-family lot, shall be constructed of SDR-9 (Polytube) having a minimum size of one inch (1"). All water services under pavement shall be encased in a minimum 2" diameter SDR 21 PVC encasement pipe or approved equivalent, with no couplings being installed under the roadway. The ends of the encasement pipe shall be sealed with silicone. All residential services shall be tapped to the PVC water main using double strap brass saddle. Tapping tees are required for all services larger than 4-inches. Meter box tops shall be set one-half inch to one and one-half inch ('/2" to 1'/2") above the curb, and an angle meter stop shall be set six inches (6") below the meter box top. Meter boxes shall have a one -inch (1 ") wide slot from five inches (Y) below the top of the box to the bottom of the box on the side facing the lot for service connection. All meter boxes shall be set at least six inches (6") behind the curb, with a "I" etched into the curb adjacent to the meter box. A. Installation of Meter Boxes: Installation of meter boxes with, with reader window within the lid, for single-family, multi -family, condominium, and townhouse developments may be installed only at approved locations. Each single-family and duplex residence shall have individual meters taps and boxes. Condominium, townhouse, or multi -family developments may use alternate installations, approved on a case -by -case basis. Service pipeline size for commercial and industrial developments shall be designed by the developer in accordance with the City's adopted Uniform Plumbing Code. Greater than 250 water connections shall require a coliform sampling station. 5.5 Materials and Installation A. Before construction of a new water line, contractor shall send a flush plan for review with sample point locations. B. Pipe: In general, the water pipelines shall be installed with a minimum of four feet (4') of cover from proposed final grade, unless otherwise approved by the City. The following table summarizes recommended pipe materials for water pipelines: Table 5.3 — PIPE MATERIALS FOR WATER MAINS Internal Diameter Pipe Size Pipe Material 6-inch through 12-inch PVC, AWWA C900, minimum DR 18 33 THE CITY OF Anna Desian Standards 16 inch through 24-inch PVC, AWWA C900, minimum DR 18 Bar Wrapped Concrete Steel Cylinder, AWWA C303, minimum Class 150 24 inch and larger Bar Wrapped Concrete Steel Cylinder, AWWA C303, minimum Class 150 C. All water mains under pavement shall be encased as follows: 8-inch through 12-inch — encase in DR 25 PVC or approved equal 2. 12-inch and larger — encase in steel pipe, size and thickness (1/4" min.) to be approved by the City's Engineer. 3. Encasement pipe shall extend 3 feet outside of the pavement. D. All pipes not under pavement shall be installed in embedment material as shown on the Standard Drawings. E. All water pipe shall be installed with a "tracer tape" blue in color over the top of the pipe. Locator marker pads shall be installed at 250 feet along water lines. F. All Bar Wrapped Concrete Cylinder will require a Corrosion Protection System (CPS). The CPS must be designed by a NACE certified Professional Engineer with considerable experience in corrosion engineering. 1. A detailed corrosion survey shall be conducted along the alignment to identify potential corrosion problems and recommend a corrosion protection system. 2. Based on the corrosion survey, a CPS shall be designed to include a Galvanic Protection System. The CPS shall be submitted for review and approval by the Director of Engineering. The final anode bed and test station locations need to be shown on the plans and record drawings. 3. Dissimilar metals shall be isolated using insulating kits or other means to prevent galvanic corrosion. G. Gate Valves: All gate valves shall conform to AWWA C-509 standards with resilient seat only and shall conform to and shall be installed according to the Design Standards and Specifications Manual. H. Fire Hydrants: All fire hydrants shall be installed with a six-inch (6") gate valve on the hydrant lead and located 3-feet off the back of curb. Fire hydrants, or an approved flush valve arrangement, shall be installed at the end of each dead-end line. Minimum main size for a fire hydrant for residential and non-residential uses shall be eight inches (8"). Fire hydrants shall be three-way breakaway type and conform to AWWA C-502 specifications. Fire hydrants shall be painted with two coats of TNEMEC Series 530 Omnithane paint or approved equal, and two coats of primer. Bonnet to flange and nozzle caps 34 THE CITY OF Anna Desian Standards of fire hydrants shall painted with two coats of TNEMEC Safety Paint Series 2H "Hi - Build". Fire hydrant color shall be dependent on the amount of flow. The contractor/developer shall pay for a flow test to be performed by approved flow testing company of City choice. Hydrants are classified according to AWWA C503 Appendix B as follows: Class AA: Hydrants that on an individual test usually have a flow capacity of 1,500 gpm or greater. Class A: Hydrants that on an individual test usually have a flow capacity of 1,000 to 1,499 gpm. Class B: Hydrants that on an individual test usually have a flow capacity of 500 to 999 gpm. Class C: Hydrants that on an individual test usually have a flow capacity of less than 500 gpm. Barrels are to be painted chrome. The tops and outlet -nozzle caps of hydrants are to be painted as follows: light blue for Class AA, green for Class A, orange for Class B, and red for Class C. These colors shall be as designated in Federal Standard 595C. Water Service Connections: Service pipelines shall be in accordance with the designs shown on the Standard Drawings. The materials shall be installed in accordance with the Standard Specifications for Construction. All connections shall be compression type or approved equal. Bends: Joint restraint shall be installed at horizontal change in directions 450 or greater and at all vertical change in directions that require a bend. The restraints shall be placed at the bend and at the next pipe joint in each direction from the bend. K. All irrigation meters shall have a testable double check backflow preventer. All iron fittings shall be covered and secured with plastic wrap prior to backfill being placed. 35 THE CITY OF Anna Desian Standards Section 6 WASTEWATER SYSTEM 6.1 General The design and construction of the wastewater collection system to serve the development shall be in accordance with good engineering principles, these Design Standards and the requirements of the Texas Commission on Environmental Quality (TCEQ). No construction shall commence prior to the approval of the plans and specifications by the City of Anna. All sewer mains and lift stations shall be sized and located to conform to the projected flows in accordance with the latest Wastewater Master Plan. All facilities shall be of sufficient size to provide adequate capacity for the ultimate development. The wastewater lines shall be sized to meet the peak -day dry weather flow plus an appropriate allowance for infiltration of storm water. The minimum wastewater pipeline size (other than service lines) for all developments shall be eight (8) inches in diameter. The design criteria and calculations shall be submitted to the City with the plans and specifications. The City reserves the right to require a pipeline of a larger size than that required by the development in order to provide capacities for areas outside of the development. The standard wastewater main sizes shall be used are noted in Table 6.1. Table 6.1 — STANDARD WASTEWATER MAIN SIZES 8 inch 10 inch 12 inch 15 inch 18 inch 21 inch 24 inch 27 inch 30 inch 33 inch 36 inch 39 inch 42 inch 48 inch 54 inch 60 inch All wastewater lines shall be installed at a depth sufficient to permit all water pipelines to be above the wastewater when the water pipeline has a minimum cover of four (4) feet. In such cases where water pipelines either cross or otherwise come within nine (9) feet of a wastewater pipeline, the wastewater pipe is required to be PVC pressure pipe with a minimum working pressure class of 150 psi. Table 6.2 shall be used to calculate the average daily wastewater flow, unless project specific wastewater demand and/or actual flow measurements are provided. The collection system shall be designed based on the peak flow calculations. 36 THE CITY OF Anna Desian Standards Table 6.2 — WASTEWATER DESIGN FLOW Land Use Design Calculation 3.5 persons/unit Residential 100 gallons per person per 350 gpd/unit day 2.5 persons/unit Apartment 100 gallons per person per 255 gpd/unit day Hospital (Beds) 200 gallons per day per bed 200 gpd/bed Nursing Home 100 gallons per day per bed 100 gpd/bed Restaurant da gallons per person per 10 gpd/person 1 person per parking space, or Commercial 20 gpd/person 1 person per 400 SF of building School 20 gallons per student/day 20 gpd/student Parks 5 gallons per person per day 5 gpd/person 3 persons per trailer Mobile Home Park 60 gallons per person per 180 gpd/unit day A peaking factor of 4.0 shall be used in design of wastewater mains. Pipe capacity shall be calculated using Manning's equation. A roughness coefficient of 0.013 shall be used. 6.2 Connections to Existing Wastewater Collection System Preliminary discussion concerning entrance points in the collection system shall be conducted with the City of Anna Public Works Department prior to finalizing the preliminary designs of the collection system. In a proposed development where City waste water collection facilities are not adjacent to the property but are accessible, the developer shall provide, at his expense, a wastewater interceptor of sufficient size to serve the development and the contributing service area (using fully developed flows). In general, the City will not approve a development which cannot be served by extensions to the City's wastewater collection system. Lots with a minimum area of 1 acre may be 37 THE CITY OF Anna Design Standards considered, on a case -by -case basis, for a septic system, and will require City Council approval. Lots with approved septic system shall be designed in the case that the City's wastewater collection system is extended to the lot, the septic system can be readily connected to the City's wastewater collection system. 6.3 Location of Facilities A. Wastewater Pipelines: Reference the Standard Drawings for location of wastewater pipelines under pavement. No wastewater services can be connected to wastewater mains at depths greater than seventeen feet (17'). If a service connection is required to a line that is greater than seventeen feet (17') deep a parallel main must be installed at a shallower depth, and the service must be connected to the shallower line. Wastewater mains installed adjacent to a development shall be extended the length of the development frontage. All force mains shall have tracer wires with pits every 200 feet and at every bend. Off site sanitary sewer shall have tracer wire with locator pits being poured into the manhole pad. B. Wastewater Service Pipelines: Wastewater service pipelines shall be laid to each lot. The service pipelines shall be PVC pipe having a minimum diameter of four (4) inches and shall extend to the property corner. Wastewater service pipelines shall be located at the center of each lot and as approved on the final construction plans by the City. In general, a service pipeline shall serve one lot. Special wastewater service sizing will require City Wastewater Superintendent review and approval prior to construction. No sewer line shall be located nearer than five (5) feet from any tree or structure, nor any closer than ten (10) feet from any water service or main. Sewer services shall be encased under paved surfaces. All sewer services shall be connected to the main using a wye connection with a 45- degree bend to complete the connection. No tee connections will be allowed. The service shall be stubbed out a minimum of ten (10) feet from the right-of-way line and at a depth no greater than five (5) feet. The stub -out shall be capped with a proper fitting and shall have a double sweep cleanout installed within five (5) feet of the lot line and which extends to at least two (2) feet above the finished lot grade. The cleanout stack shall be set to grade during construction of the structure to be served and before a certificate of occupancy will be issued. After the street paving is complete, the letters "II" shall be cut into the concrete curb to locate the service. C. Manholes: In general, manholes shall be located at all intersections of wastewater pipelines, changes in grade, changes in alignment and at distances not to exceed five hundred (500) feet. For sewer line flowlines connecting eighteen (18) inches or greater above invert, an internal drop manhole shall be constructed. Five (5) foot diameter manholes are required for internal drop manholes. Manholes shall be designed for loading conditions, and rims be flush with surface, when placed under pavement. Manhole rims located in a landscaped area shall be six (6) inches above grade. Manholes located in floodplains, or areas with increased risk of flooding, shall have bolt down lids. Manhole size shall be per Table 6.3. Construct manholes at both ends of lines that are installed by other than open cut and at each end of aerial crossing lines. When manholes are installed adjacent or within a roadway, the letters "MH" shall be etched into the curb line. IN THE CITY OF Anna Desian Standards TABLE 6.3 — MINIMUM MANHOLE SIZES Sanitary Sewer Line Size Minimum Manhole Diameter 8" and 10" 4.0 feet 12", 15", 18", 21 ", 24", and 27" 5.0 feet 30" 36", and above 6.0 feet D. Manholes shall be installed at the ends of all lines. 6.4 Flows in Wastewaters and Their Appurtenances A. Minimum Grades: Wastewater lines should operate with velocities of flow sufficient to prevent excessive deposits of solid materials, otherwise objectionable clogging may result. The controlling velocity with regard to sediment deposition is near the bottom of the conduit and considerably less than the mean velocity flowing full of 2.5 feet per second (fps). TABLE 6.4 indicates the minimum grades for wastewater pipe with a Manning's "n" = 0.013 and flowing at 2.5 fps. B. Maximum Velocities: The slope of a wastewater should also be such that excessive velocities will not damage the pipeline. The maximum desirable velocities of wastewaters shall be based upon the pipe manufacturer recommendations not to exceed 10 feet per second (fps). TABLE 6.4 — MINIMUM GRADES FOR WASTEWATER PIPELINES Pipe Size (Inches) Slope in Foot/Foot (n = 0.013) 8 0.0033 10 0.0025 12 0.0023 15 0.0023 18 0.0018 21 0.0015 24 0.0013 27 0.0011 30 0.0009 39 THE CITY OF Anna Desian Standards 33 0.0008 36 0.0007 39 0.0006 42 0.0006 45 0.0005 48 0.0005 54 0.0004 60 0.0004 66 0.0004 72 0.0003 78 0.0003 84 0.0003 96 0.0002 6.5 Materials and Installation A. Pipe: Pipe used for wastewater collection systems shall have a minimum earth cover of four (4) feet. For depths of ten (10) feet or greater, the wastewater pipeline shall be a minimum SDR 26. The following table summarizes recommended pipe materials for wastewater mains: Table 6.5 — PIPE MATERIALS FOR WASTEWATER MAINS Internal Diameter Pipe Size Pipe Material 6-inch through 15-inch . PVC ASTM 3034 (SDR 35) • For water and wastewater separation deficiencies — PVC ASTM 2241 (SDR 26) or Green PVC AWWA C900 DR25 18-inch and Larger • PVC ASTM F679 (SDR 35) • For water and wastewater separation deficiencies — Green PVC AWWA C900 DR25 All pipes shall be installed in embedment material as shown on the Standard Drawings. All pipelines shall be tested. B. Curved Sewers: No vertical or horizontal curves will be allowed. 40 THE CITY OF Anna Desian Standards C. Manholes: Manholes shall be of pre -cast concrete or cast in place and shall conform to Standard Drawings. All manholes shall include concrete corrosion protection admixture per approved materials list. 6.6 Testing All wastewater lines shall be tested for infiltration in accordance with the procedures set forth in the NCTCOG Standard Specifications for Construction. A television survey and air test shall be performed at the end of the construction period and will again be performed as part of the final testing in the twenty second (22) month of the maintenance period. The television survey shall include having water introduced into the wastewater line during the survey. Deficiencies noted shall be promptly corrected by the developer. All manholes will be hydrostatically or vacuum tested. The City's representative shall be present at all testing and copies of the testing reports shall be provided to the City upon completion. All expenses for this work shall be the developer's responsibility. TV inspections on wastewater mains and lateral connections shall be performed after franchise utilities are installed. All testing required for wastewater lines shall be completed prior to lime placement. 6.7 Wastewater Lift Stations and Force Mains A. General: The design engineer shall prepare an engineering design report signed and sealed by a licensed Engineer in the State of Texas for approval prior to design plans being submitted for review. Engineering design report shall include: vicinity map, design flow calculations (using c-value of 120), system curve calculations, pump and system curves, pump cycle time calculations, and hydraulic grade line. A geotechnical engineering report shall be included with engineering design report with recommendations for lift station foundation, generator foundation, and valve vault designs. Recommendations shall be made to limit potential vertical movement to 1 inch. Lift station design shall meet the minimum requirements of TCEQ Chapter 217 design criteria for domestic wastewater systems except where exceeded as follows: B. Pumps: Minimum of two submersible pumps sized to convey the Peak Flow unless otherwise specified. Each pump shall be equipped with a seal failure early warning system. One pump in lift station shall be equipped with a cutter pump. Type 304 stainless steel chains shall be attached to each pump and run full length to top of wet well. Chain shall be sized according to recommended manufacturer specifications. C. Power Supply: 3-Phase Electric Utility. Single Phase to 3-Phase converters are not allowed. Provide on -site emergency generator with automatic transfer switch large enough to power pumps necessary during peak flow. There shall be a man handle cutoff installed in the panel. D. Wet Well: Cast -in -place concrete or pre -cast concrete manhole with concrete corrosion protection admixture per approved materials list, suitable for this environment, or approved equal. Cast -in -place wet well design shall be signed and 41 THE CITY OF Anna Desian Standards sealed by a licensed engineer in the State of Texas. Joints and openings shall be sealed to prevent water Infiltration/exfiltration. Wet well shall be accessed through the tap using aluminum hatches with integral safety grate. All metallic appurtenances located inside the wet well (guide rails, brackets, fasteners, etc.) shall be stainless steel. The lead and lag pump "on" elevations shall be located below invert of the influent line. There shall only be one influent line connecting to the wet well. All wastewater lines must combine to a single influent line upstream of the lift station wet well. Guide rails and all hardware shall be Type 304 stainless steel. Mounting hardware shall include lock nuts or lock washers. Float hanger, all hardware, bolts, nuts, etc. shall be stainless steel. Wet well shall be vented with minimum four -inch (4") stainless steel pipe. Ell on end of vent shall be screened with stainless steel #8 mesh. Contractor shall provide odor control for vent pipe capable of handling anticipated loads. Control floats must be hung away from incoming flow. Provide level indicating transducer in wet well and connect to City's SCADA system. Air -Powered Mixer System shall be installed in wet well for grease control. All mounting equipment shall be stainless steel. Reference approved materials list for equipment manufacturer information. E. Lift Station Piping: Piping in the wet well shall be stainless steel with flanged connections. All bolts shall be 316 stainless steel. Pipe shall be rated to withstand external loadings and internal working pressure and shall meet or exceed minimum TCEQ requirements. F. Valve Vault: The valve vault shall be cast -in -place or pre -cast concrete. Cast -in -place valve vault design shall be signed and sealed by a licensed engineer in the State of Texas. Valve vault shall be accessed through the top using Flygt or Bilco aluminum hatches. Vault shall be designed to allow for all parts to be removed without interference with the concrete walls. Aluminum ladders with Bilco LadderUp safety post shall be provided. A floor drain with p-trap shall be provided in the floor of the valve vault to drain into the wet well. A flap valve shall be provided on the drain pipe where it enters the wet well. All piping in the valve vault shall be ductile iron. Valve vault piping shall include: flange coupling adapter with thrust harness, plug valve, air release/vacuum valve, and check valve. Dry well shall be vented with minimum four -inch (4") stainless steel pipe. Ell on end of pipe shall be screened with stainless #8 mesh. All hardware, bolts, nuts, etc. shall be stainless steel. G. Check Valves: Provide swing check valve in discharge piping valve vault. 42 THE CITY OF Anna Desian Standards H. Plug Valves: Provide plug valve in discharge piping valve vault. Plug valves internal coating shall be Tnemec Series 431 Permashield PL applied at a thickness of 40 mils DFT or Protecto 401 applied at a thickness of 40 mils DFT. Couplings: Provide coupling in discharge piping valve vault. Coating shall be fusion bonded epoxy powder coating. Thrust harness and thrust rods shall be installed for all CQUplings. Air Release and Vacuum valves: Air release valves of a type suitable for wastewater service shall be installed along the force main where the force main would be prone to trapped air. The engineer shall determine the valve type and location. The calculations for valve type and valve sizing shall be provided to the City. Provide air release and vacuum valve in discharge piping valve vault. All internal parts shall be a non -corroding material such as stainless steel. The valve body shall be constructed Ot stainless steel and equipped with intake and discharge flanges. K. Electromagnetic Meter: Provide electromagnetic meter in a manhole that is connected to the SCADA system. The sensor shall be rated for NEMA6_IP68 service and shall allow for permanent submergence up to 10 ft of head pressure. Engineer shall ensure adequate upstream and downstream pipe length to ensure accurate flow measurement. Install non -clog submersible sump pump with float switch in flow meter vault. Jib Crane: Provide a freestanding jib crane capable of lifting equipment out of the wet well and valve vault. M. Control Panel Electrical: Control panel shall be Type 304 stainless steel with hinged door and lockable latch installed minimum 13-foot (3') above ground. A Type 304 stainless steel sub -panel with hinged door and lockable latch shall be installed outside of wet well for motor lead connections. Subpanel to be minimum twelve- inch (12") tall by twelve -inch (12") wide by eight -inch (8") deep and shall be minimum twelve (12") inches above ground elevation. Both shall be watertight and Type 4X. The control panel shall contain all the electrical components required for complete functionality of the lift station and SCADA system. All breakers and motor starters shall be Square D brand, all relays shall be pin and socket, control power shall be 120 volts, phase and primary voltage to be determined. Provide shelter over control panel to protect from lightning and weather. Approved shelter manufacturer: Shelter shall be designed to withstand wind loads. Shelter shall be designed by licensed engineer in the state of Texas. Integrate lift station control with City's SCADA System. Approved SCADA integrator shall be determined by the City of Anna. N. Automatic Controls: LS 100 Transducer with Float Backup. 43 THE CITY OF Anna Desian Standards Weighted Floats: On, Off, Lag Pump On, High Water Alarm, Low Level Alarm. O. Conduit: Schedule 80 PVC electrical conduit shall be used for all wiring. Underground conduit shall be buried minimum 18". Conduit shall be minimum three-inch (3") I.D. All conduit ends shall be sealed to prevent gases from entering. P. Site: Fenced area shall be minimum 30' x 30', area shall be accessible from a street or access easement with concrete hammerhead driveway. Fence shall be 8' solid masonry. Gate shall be 8' high welded steel 16' sliding gate. The area within the fence shall consist of minimum six-inch (6") compacted flex base with a two-inch (2") crushed stone topping. Stone shall be one -inch (1 ") nominal in size. Geotextile fabric shall be put down before any stone is put in place. The access road shall be minimum fifteen feet (15') wide consisting of six-inch (6") reinforced concrete and shall have a concrete drive approach at street connection. Access to be constructed per City of Anna Standard Construction Drawings. Culverts and or trench drains shall be installed as needed for drainage. Provide LED site lighting. Q. Site Selection and Requirements: Site Selection — The following are the minimum criteria that shall be met for a lift station site: The station should be located as remotely as possible from populated areas. The lift station site shall not be located within 150 feet of an existing or proposed residential dwelling and 100 feet from a residential lot. The station site and its access shall be dedicated to the City fee simple. The fencing setback shall be 20 feet from the easement line to allow for a landscape and drainage buffer. The station site shall be located so it may serve as much of the entire sewer drainage basin as possible. Provide a 1-inch potable freeze -proof water service with a 1-inch angle stop and double check valve shall be installed in an appropriately sized meter box. Provide a fire hydrant at lift station site. Install bollards around tire hydrant. Lift station piping shall be designed with an additional emergency bypass pump connection, allowing the station to be operated with the primary pump(s) out of service for an extended period. The force main must be designed to abate any anticipated odor. Reliner by Duran Inc. drop bowl with force line hood shall be installed at force main discharge. 44 THE CITY OF Anna Desian Standards R. Force Main Piping: Force main piping to be green in color. Pipe type shall be DR-14 AWWA 0-900 for pipe sizes up to 8". Force main piping shall be fused HDPE or Ductile Iron Pipe with Protecto 401 lining for force main sizes over 8" with minimum 200 psi pressure rating. Owner shall approve pressure rating of proposed piping prior to installation. Force main line shall have a tracer wire with a locator pit every 200 feet. Force main shall be hydrostatically tested to 150 psi for a minimum of four (4) hours to ensure there is less than 1 psi of pressure loss. Force main pipe shall be designed to meet the working pressure requirements of the particular application. Design calculations and pipe selection shall be submitted to the City for approval prior to installation. S. Odor Control: Contractor shall provide odor control capable of handling anticipated loads. T. Acceptance Testing: Both pumps shall be pulled and reinstalled to check for proper alignment of guide rails and access cover Both pumps shall be run to check for proper rotation and operation and to make sure both are properly seated after reinstallation. All electrical components shall be tested for proper operation. Pump supplier shall issue a Certificate of Operation verifying all components have been tested and passed along with performance curves. Two (2) copies of 0&M manuals shall be submitted to the City of Anna. Provide a minimum two (2) year warranty of all equipment. 45 THE CITY OF Anna Desian Standards Section 7 MISCELLANEOUS REQUIREMENTS 7.1 Grading All grading shall be completed before the start of utility and paving operations. A sheep -foot roller shall be utilized for compaction of all fill material. There shall be no material larger than six (6) inches used in the trench. 7.2 Grading Permit A grading permit (Exhibit 7.1) shall be obtained prior to stockpiling or filling property within the City limits. Care shall be taken to avoid filling in drainage swales, creeks, wetlands, etc. Erosion protection shall be installed around stockpiled or stored material until grass is established. If fill is placed for use other than stockpiling or storage, a grading plan shall be prepared by a Professional Engineer registered in the State of Texas and submitted with the grading permit. Densities shall be taken, and proper compaction techniques used when placing the fill. In all cases a Professional Engineer registered in the State of Texas shall certify that the proposed fill location is not within a stream or creek (flowing or not) flood plain. If the City's Engineer determines the fill is to be placed near a creek or stream or possible drainage way, the 100-year floodplain shall be staked by a registered surveyor. 7.3 Private Utility Construction A. Trench Backfill — City Right -of -Way 1. No concrete streets shall be open cut by utility companies without City approval, by permit. Utilities crossing concrete streets shall be tunneled or bored. Tunneling or boring methods shall be approved by the City prior to installation. 2. Asphalt streets may be open cut, by permit. Backfill above utilities shall be concrete stabilized sand or cement. The asphalt pavement shall be repaired per City detail. 3. All trench backfill is to be mechanically compacted to 95% Standard Proctor Density within City rights -of -way. The compaction may be obtained by mechanical tamping, rolling, etc. No water jetting is allowed. In the parkway, the backfill material may be from the excavated trench, except no rocks larger than six inches (6") shall be used. Material from rock or shale excavation shall not be used. The contractor for the utility company or the utility company shall furnish density reports from a materials testing company verifying the densities. Densities shall be taken at each twelve -inch (12") lift at a maximum spacing of 300 feet. B. Parkway Cleanup: The contractor for the utility company or utility company shall remove any rocks, topsoil, or excess trench material from the parkway and replace any disturbed areas with grass sod. MET THE CITY OF Anna Desian Standards CITY OF ANNA FILL MATERIAL REQUEST FORM The following property owner has requested to place fill material at the below noted property location(s). All fill material placed is to be relatively clean and freefrom debris. The City ofAnna is not responsible forany placement, distribution, removal or testing of material that is placed at the below noted location. The City may require that fill material be removed from the site, if discovered that non -suitable material has been placed. Any fill material placed ordispersed at the designated site shall be graded and compacted so as to not significantly affect or impede any existing drainage flow nor is it to be placed in any area designated as flood plain. An engineered grading plan shall be submitted to the City for review, if deemed necessary by the City Engineer. Methods of placement and compaction of fill material shall comply with City of Anna specifications. Laboratory testing may be required at the discretion of the City Engineer. Placement of material can only occur after a site review has been conducted by a City of Anna Engineering Department representative and approval to place fill has been granted by the City Engineer. Signature of all below noted parties are to be in place priorto fill material placement. Proper erosion control devices may be required at the discretion of the City of Anna. If required silt fencing and other erosion control devices are to be installed and inspected by the City prior to any fill material placement. Areas or Locations of Fill Material Placement: Signature of Property Owner(s): Phone: Name of Project Where Material Originated: Name of Contact/Representative: Phone: Signature of Project Contractor/Representative: Sianature of City of Anna Representative: City Engineer Comments: (SEE BACK FOR INSTRUCTIONS) EXHIBIT 7.1 Nh THE CITY OF Anna Desian Standards INSTRUCTIONS FOR CITY OF ANNA FILL REQUEST I. Permanent Placement A. Grading Plan prepared by Professional Engineer registered in the State of Texas. Grading plan should have proposed and existing topography, including creeks, draws, floodplains and existing tree locations. B. Limits of fill to be staked in the field. C. Erosion control shall be in the form of an approved SW3P. D. No fill in drainage ways, floodplains, or wetlands. E. No trees to be removed without approval of City Planning Department. F. Maximum slope is 3:1. G. Grass to be established within 21 days of placement. H. Compaction to be 95% density using a sheep foot roller in 8" to 12" lifts. I. Density to be verified by certified materials testing lab. 2. Temporary Stockpiling A. A stockpile location map shall be prepared by engineer showing stockpile location, existing topography, including existing creeks, draws, floodplains, and tree locations. B. Items 1-13 through 1-G shall apply. C. Material may not be spread without City approval. D. If stockpile material is decided to be used as permanent fill material, it shall be re - spread and placed per 1-H and 1-I. 3. Signatures A. Property owner must sign permit. B. All Contractors furnishing material to the site shall sign the Fill Material Permit and have a copy at the receiving site or on each truck. C. Contractors without a signed permit shall be turned away from the site. 4. Miscellaneous A. Violations of this permit can result in citations for owner and dirt generator with fines up to $2,000.00 per violation. B. City will inspect dirt placement. C. All fill material placed is to be relatively clean and free form debris. CAT MIS102FiII Request CAT /e m EXHIBIT 7.1 Cont'd. I1, THE CITY OF Anna Desian Standards 7.4 Additional Permits or Approvals Developer or developer's representative is responsible for obtaining any other approvals or permits needed for their development, for example: TCEQ, FEMA, etc. prior to start of construction. Permitting from TxDOT must be through the City. The developer shall be responsible to prepare all necessary studies and documents required to complete this process. Copies of the permits/approvals shall be furnished to the City. 7.5 Retaining Walls A. Retaining walls or concrete slope protection shall be installed where lot slope is greater than 3:1. B. No railroad tie retaining walls shall be constructed. C. All retaining walls shall be stone, masonry or reinforced concrete. D. Retaining walls four feet (4') and higher shall be designed and inspected by a Professional Engineer registered in the State of Texas, and an engineering report furnished to the City. E. Gabion retaining walls may be used only with City's Engineer's approval for walls less than four feet (4') along drainage ways. 49 Section 8. A STANDARD SPECIFICATIONS (see Section 8.13. for modifications to these specifications). MATERIALS AND CONSTRUCTION METHODS STANDARDS: All work shall be performed in accordance with the Standard Specifications for Public Works Construction - North Central Texas, 5th Edition, dated 2017, except where noted otherwise in the City of Anna's supplemental "Special Provisions", the Special Conditions, and the Special Specifications included herein. Section 8. B MODIFICATIONS TO STANDARD SPECIFICATIONS CITY OF ANNA, TEXAS SPECIAL PROVISIONS TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS The North Central Texas Standard Specifications, 5th Edition dated November 2017, as referenced or set forth in Section 8.A. shall be modified and clarified by the addition of the following requirements to the various items. Except when specifically stated, none of the requirements shall be deleted. DIVISION 200 — SITE PROTECTION AND PREPARATION ITEM 204.7 MULCHING Slope and drainage channel seeding shall be in conformance with Item 204.7. Hydromulch Seeding mixture and rate shall be as required under Item 204.6. 50 ITEM 204.2 TOPSOIL 204.2.3. Construction Methods Add the following: A minimum of four (4) inches of topsoil shall be provided on all major thoroughfare medians and rights -of -way and on all earthen channel slopes. This will be material imported from off site. The City will approve material prior to placement. ITEM 204.6 SEEDING TURF -GRASS Delete the mixture, rate, and planting dates and substitute: • Type I: Unhulled Perennial Bermuda: Reserve and Spangle Top Grass Seeds (September — March) • Type II: Perennial Bermuda Grass — Unhulled: (April — August) A mix of seed shall be used in overlapping seasons. 204.6.4 Construction Methods Add as follows: All seeding operations shall be performed by either "Drilling" or "Cultipacker" process or approved equivalent. Seed shall be covered by +'/4" Topsoil. 204.6.4.1 General Add the following: The Contractor shall maintain the seeded areas including watering until a "Stand of Grass" is obtained. A "Stand of Grass" shall consist of 80% coverage, a minimum of one (1) inch in height. Re -seeding will be required in washed areas. ITEM 203.1 GENERAL SITE PREPARATION 203.1.2 Construction Methods Add the following: Unless otherwise approved in writing by the City of Anna, where excavation to grade established in the field by the Owner terminates in loose or solid rock, the Contractor shall excavate 6-inches below the required subgrade elevations for the entire roadbed width and shall backfill with suitable selected materials as indicated on the plans. Suitable selected material shall include lime treated subgrade or a base material having a plasticity, index not greater than 12. Payment for such work will be made under the items of unclassified street excavation, lime treated subgrade and hydrated lime. The 6-inch lime treated subgrade or base shall be compacted to 95% density. 51 ITEM 203.5 EMBANKMENT 203.5.2 Construction Methods Add the following paragraph: Excavated material from the channel which is used as embankment to complete the established alignment, grade and cross-section of the channel shall be compacted to 95% density. 203.5.3 Density Add: Embankment in the City of Anna shall be compacted to not less than 95% of the maximum density. DIVISION 300 — ROADWAY CONSTRUCTION ITEM 301 SUBGRADE. SUB -BASE & BASE PREPARATION 301.1 General Construction Methods: Add the following: Prior to final compaction of subgrade, samples of the subgrade material shall be collected by a testing laboratory approved by the City, and laboratory tests made to determine the amount of lime required. The application rate for hydrated lime shall be selected to obtain at least the optimum lime percentage indicated by test method ASTM C977-83a, Appendix XI; however, not less than 27 lbs. per S.Y. shall be applied. A Geotechnical Engineer's report reflecting the recommended application rate and including supporting test data shall be submitted in writing to the City, for approval prior to beginning any lime treatment. Laboratory test may be waived provided a minimum of 36 lbs. per S.Y. is applied. ITEM 301.2 LIME TREATMENT Add the following: The lime treated subgrade shall be moist cured until covered by other base or pavement up to fourteen (14) days after final compaction. After 14 days without covering an application of 0.10 to 0.20 gallons per square yard emulsified asphalt shall be applied at the Contractor's expense. Reapplication of emulsified asphalt may be required if lime treated subgrade is not covered shortly after first application. Lime treated subgrade may be covered by other base or Pavement when density of 95% of maximum at optimum moisture content is obtained. 301.2.1.2 Quicklime (dry) shall not be used in the construction of roadway work in the City. 52 ITEM 301.3 PORTLAND CEMENT TREATMENT Add the following: Portland cement modification of subgrade soils is not approved in Anna. Subgrade soils means natural ground or embankment encountered in the construction. ITEM 301.5 FLEXIBLE SUB -BASE OR BASE (CRUSHED STONE / CONCRETE) General: Add the sentence: No local limestone material shall be used as flexible base (crushed limestone) on Anna paving projects, unless. otherwise shown on the plans. ITEM 302 ASPHALT PAVEMENT ITEM 302.2 AGGREGATES FOR HOT -MIX ASPHALT PAVEMENT Central Mixina Plant Add the following: When a fly ash admixture is used with Type I cement in the production of Portland cement concrete, separate silos shall be provided for fly ash and cement and provisions shall be made for individual measurements. Finishing Add the following: The finished concrete pavement construction under these specifications is expected to meet certain quality standards for surface of the concrete including the durability, texture, riding surface and appearance. The surface must be durable, firm, dense and well bonded to the aggregate to maintain an appearance and texture which is satisfactory to the Owner. Concrete pavement having a poor surface which has spalled (exposed aggregate) due to poor quality paste, high water -cement ratio, over -vibration, improper curing, extreme weather or any other reason, or does not have a satisfactory riding surface shall be removed and replaced at the Contractor's expense. It is extremely important that the Pavement have a good rideable surface, free from undulations and rough joints. The City Engineer shall determine the acceptability of the Pavement. • Machine Finishing Machine finishing of pavement shall include the use of power -driven spreaders, reciprocating type power -driven vibrators, power -driven transverse strike -off, and screed. The concrete pavement shall be consolidated by a reciprocating type mechanical vibrator. As soon as the concrete has been spread between the forms, the mechanical vibrator shall be operated to consolidate the concrete and remove all voids. Hand manipulated vibrators shall be used for areas not covered by the mechanical vibratory unit. The transverse finishing machine shall first be operated to compact and finish the pavement to the required section and grade, without 53 surface voids. The machine shall be operated over each area as many times and at such intervals as directed. At least two trips will be required and the last trip over a given area shall be a continuous run of not less than 40 feet. After completion of finishing with the transverse finishing machine a transverse drag float may be used. After the floating has been completed and the excess water removed, but while the concrete is still plastic, the surface of the concrete shall be tested for trueness with an approved 10-foot steel straightedge furnished by the Contractor. The straightedge shall be operated from the side of the pavement, placed parallel to the pavement centerline and passed across the slab to reveal any high sports or depressions. The straightedge shall be advanced along the pavement in successive stages of not more than one-half its length. Practically perfect contact of the straightedge with surface will be required, and the pavement shall be leveled to this condition, in order to insure conformity with the surface test required below after the pavement has fully hardened and to insure a smooth rideable surface. Any correction of the surface required shall be accomplished by adding concrete if required and by operating the longitudinal float over the area. The surface test with the straightedge shall then be repeated. After completion of the straightedge testing and surface correction the surface of the pavement shall be finished by an approved method. Methods available for pavement surface finish including a burlap drag finish, a broom finish or a belt finish. Unless otherwise shown on the plans, the pavement surface shall be finished with the burlap drag. a. Burlap Drag Finish If the surface texture is to be a drag finish, a drag shall be used; it shall consist of a seamless strip of damp burlap or cotton fabric, and it shall produce a uniform surface of gritty texture after dragging it longitudinally along the full width of pavement. For pavement 16 feet or more in width, the drag shall be mounted on a bridge which travels on the forms. The diameter of the drag shall be such that a strip of burlap or fabric at least 3 feet wide is in contact with the full width of pavement surface while the drag is used. The drag shall consist of not less than two layers of burlap with the bottom layer approximately 6 inches wider than the upper layer. The drag shall be maintained in such a condition that the resultant surface is of uniform appearance and reasonably free from gravels over 1/16-inch in depth. Drags shall be maintained clean and free from encrusted mortar. Drags that cannot be cleaned shall be discarded and new drags substituted. b. Broom Finish If the surface texture is to be broom finished, it shall be applied when the water sheen has practically disappeared. The broom shall be drawn from the. center to the edge of the pavement with adjacent strokes slightly overlapping. The broom operation shall be so executed that the corrugation. produced in the surface shall be uniform in appearance and 54 not more than 1/1 6-inch in depth. Brooming shall be completed before the concrete is in such condition that the surface will be torn or unduly roughened by the operation. The surface thus finished shall be free from rough and porous areas, irregularities, and depressions resulting from improper handling of the broom. Brooms shall be of the quality, size, and construction and shall be operated to produce a surface finish meeting the approval of the Owner. Subject to the approval of the Owner, the Contractor may be permitted to substitute mechanical brooming in lieu of the manual brooming as herein described. c. Belt Finish If the surface texture is to be belt finish, when straightedging is completed and after sheen has practically disappeared and just before the concrete becomes non -plastic, the surface shall be belted with a 2-ply canvas belt not less than 8 inches wide and at least 3 feet longer than the pavement width. Hand belts shall have suitable handles to permit controlled, uniform manipulation. The belt shall be operated with short strokes transverse to the centerline and with a rapid advance parallel to the centerline. • Hand Finishing Hand finishing of concrete pavement will be' permitted in areas where it is not practical or possible to construct with finishing machines. These areas include, but are not limited to, intersections, left turn, lanes, crossovers, transition areas and where the pavement width is not uniform. In all hand finished areas, one-half ('/2) extra sack of cement per cubic yard of concrete shall be used in the mix. In hand finished areas, the concrete shall be struck off with an approved strike -off screed to such elevation that when consolidated and finished the surface of the pavement shall conform to the required section and grade. The strike template shall be moved forward with a combined transverse and longitudinal motion in the direction the work is progressing, maintaining a slight excess of material in front of the cutting edge. The concrete shall then be tamped with an approved tamping template to compact the concrete thoroughly and eliminate surface voids and the surface screeded to required section. After completion of a strike -off, consolidation and transverse screeding, a hand -operated longitudinal float shall be operated to test and level the surface to the required grade. Workmen shall operate the float from approved bridges riding on the forms and spanning the pavement. The longitudinal float shall be held in contact with the surface and parallel to the centerline and operated with short longitudinal strokes while being passed from one side of the pavement to the other. If contact with the pavement is not made at all points, additional concrete shall be placed, if required, and screeded, and the float shall be used to produce a satisfactory surface. Care shall be exercised to keep the ends of the float from digging into the surface of the pavement. After a section has been 55 smoothed so that the float maintains contact with the surface at all points in being passed from one side to the other, the bridges may be moved forward half the length of the float and the operation repeated. Other operations and surfaces tests shall be as required for machine finishing. • Edging at Forms and Joints After the final finish, but before the concrete has taken its initial set, the edges of the pavement along each side of each slab, and on each side of transverse expansion joints, formed joints, transverse construction joints, and emergency construction joints shall be worked with an approved tool and rounded to the radius required by the plans. A well-defined and continuous radius shall be produced, and a smooth, dense mortar finish obtained. The surface of the slab shall not be unduly disturbed by tilting of the tool during use. At all joints, any tool marks appearing on the slap adjacent to the joints shall be eliminated by brooming the surface. In doing this, the rounding of the edge shall not be disturbed. All concrete on top of the joint filler shall be completely removed. All joint shall be tested with a straightedge before the concrete has set, and correction shall be made if one side of the joint is higher than the other or if they are higher or lower than the adjacent slabs. ITEM 303 PORTLAND CEMENT CONCRETE PAVEMENT ITEM 303.8 PAVEMENT TESTING AND EVALUATION 303.8.2 Pavement Thickness Test Delete in its entirety and substitute therefore the following: Upon completion of the work and before final acceptance and final payment shall be made, pavement thickness tests shall be made by the Contractor. Tests shall be made at 400-foot spacings along the length of the pavement. In the event a deficiency in the thickness of pavement is revealed, two (2) subsequent sets necessary to isolate the deficiency shall be made - one at a jointed section prior to the deficient station and one at a jointed section following the deficient station. Additional tests shall be obtained as necessary, at jointed section intervals to isolate the deficient area. Removal and replacement of concrete shall extend to joint boundaries, the full width of pavement section. If the average thickness of pavement in a particular section is less than called for on the plans, the pavement section shall be removed and replaced with the correct thickness, extending to joint boundaries, the full width of the pavement section, at the Contractor's entire expense. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required on the plans. 56 303.8.3 Pavement Strength Test Revise the first paragraph to read: During the progress of the work, the Inspector or a commercial laboratory shall cast test cylinders or beams to maintain a check on the strengths of the concrete being placed. Add to the 5th paragraph: Test cores shall be obtained within five (5) working days after the 28-day test results have been provided by the commercial laboratory. All test cores shall be obtained by a commercial laboratory, at the Contractors expense. One (1) core shall be obtained in the immediate area of the deficiency and two (2) additional cores shall be obtained - one at a jointed section prior to the deficient station and one at a jointed section following the deficient station. Additional cores shall be obtained as necessary, at jointed section intervals to isolate the deficient area. Removal and replacement of concrete shall extend to joint boundaries, the full width of pavement section. Amend the 2nd paragraph on Page 303-25 to read "Pavement not meeting the minimum specified 28-day strength after cores have been tested shall be removed and replaced at the Contractor's expense." ITEM 305 MISCELLANEOUS ROADWAY CONSTRUCTION ITEM 305.1 CONCRETE CURB AND GUTTER 305.1.3.2 Reinforcing Steel All bars at splices shall be lapped a minimum of 30 diameters of the bar or 12-inches, whichever is greater. ITEM 305.2 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, & BARRIER FREE RAMPS 305.2.2.2 Reinforcement Revise the first sentence to read: Driveway approaches and walk reinforcing shall be No. 3 bars on 18-inch centers. 305.2.3 Construction Methods General: Add to end of first paragraph: The drive approach shall have a minimum thickness equal to the thickness of the adjacent street or 6 inches, whichever is greater. 305.2.3.7 Joints Revise second sentence to read: Expansion joints shall be placed in the sidewalk at 40-foot intervals or as otherwise specified by the Owner. 61FA DIVISION 500 — UNDERGROUND CONSTRUCTION & APPURTENANCES ITEM 501 UNDERGROUND CONDUIT MATERIALS ITEM 501.4 CONCRETE PRESSURE PIPE AND FITTINGS C302 Reinforced Concrete Pressure Pipe, Non Cylinder Type, for Water and Other Liquids, and C300 Reinforced Concrete Pressure Pipe, Steel Cylinder Type, for Water and Other Liquids are not approved for use in the City, unless otherwise shown in the plans or approved in writing. Reinforced concrete cylinder pipe in sizes 16 inches through 21 inches shall be Pretensioned Pipe Type C303. For pipe 42 inches in diameter and above the pipe shall be Prestressed Pipe Type C301. Between 24 inches and 36 inches the pipe furnished may be either type. All pipe shall be designed to withstand the working pressure and external load as shown in the plans. ITEM 501.5 REINFORCED CONCRETE WASTEWATER PIPE WITH RUBBER GASKET JOINTS ASTM Designation C76 and shall be of the Thick Wall Pipe design with aggregates consisting of limestone aggregate in the proportion of at least 75 percent by weight of the total aggregates, unless otherwise provided in the Special Conditions to the Specifications. ITEM 501.7 DUCTILE -IRON PRESSURE PIPE AND FITTINGS Add the Following: Minimum design thickness for all Ductile -Iron Pipe installed shall be Class 50 on sizes 12 inches and smaller, and Class 51 on sizes 14 inches and larger. ITEM 501.9 STEEL PIPE AND FITTINGS 501.9.2 Applicable Standard Specifications Add the following: Contractor shall, submit a written certification that the pipe has been manufactured and tested in accordance with the applicable standards. The pipe shall be manufactured, fabricated, coated and lined by a single manufacture being a certified member in good standing of the Steel Plate Fabricators Association (SPFA). 501.9.3 Pipe and Fitting Requirements Substitute the following for the sentence following (2) Wall Thickness: All steel pipe to be furnished for this project shall be designed in accordance with AWWA MI 1 for the most critical application of internal pressures and external loads. The following design conditions shall apply: Internal Pressure (Design to account for working and surge together) 1. Working Pressure of 200 psi 2. Surge allowance of 250 psi External Loading for Buried Pipe 1. External loads shall be comprised of the weight of the backfill together with live and' impact loads. Earth loads shall be calculated based on ditch and positive projecting conduit. The earth load for the pipe design shall be the greater of the above two conditions. 2. External live loads shall be at least equivalent to AASHTO HS-20 loading. 3. Modulus of soil reaction (E') < 1000 psi 4. Unit weight of fill (w)> 120 pcf 5. Deflection lag factor (DI) (1.0) 6. Bedding constant (K) = 0.100 7. hw = h = depth of cover above top of pipe 8. Maximum deflection in percent of pipe diameter `shall be ad determined by AWWA MI 1, latest edition, as calculated using moment of inertia of steel cross section of pipe wall. Moment of inertia of cement mortar shall not be included in calculation of maximum deflection. Available Deflections Mortar -lined and coated = 2 percent of pipe diameter Maximum Working Stress The maximum combined stress based on working pressure shall be no greater than 50 percent of the minimum yield strength or 18,000 psi, whichever is less. The maximum combined stress based on test pressure shall be no greater than 75 percent of the minimum yield strength or 24,000 psi, whichever is less. 501.9.4 Joints: Add the following: In general, pipe joints shall be as follows, as indicated on the Drawings or as specified. A. Flanged joints shall be provided as a minimum at all flanged valves, meters and other equipment. 59 1. Flanges: Unless otherwise noted, flanges shall conform to the requirements of AWWA C207, Table D, E or F as required. 2. Flange Bolts and Nuts: Shall be furnished in size and numbers stipulated in AWWA C207. Unless otherwise indicated, bolts shall be carbon steel to meet the requirements of ASTM Designation A307, Grade B for regular joints. B. Restrained Lap -Welded slip joints (expanded bell) with a single fillet weld. C. Carnegie -Shape Rubber Gasket Joint: Bell and spigot rubber gasket joint will be furnished with the bell end of the pipe mechanically expanded to the required internal diameter and the spigot end furnished as a sized Carnegie shape welded to the opposite end of the pipe. The expanded bell and Carnegie spigot shall be designed such that when the pipe is laid and jointed, it will be self-centered, and the 0-ring rubber gasket will be enclosed tightly on all four sides and confined under compression adequate to ensure watertightness. Gaskets to be full -face for use with flat face flanges and ring type for use with raised face flanges. Gasket material for water service pipe shall be cloth inserted rubber sheet, 1/8- inch thick or red rubber, ASTM D1330, Grade 1. Gasket material for air piping shall be as above, but of EPDM. D. Mechanical Couplings: Mechanical couplings designed to provide a stress relieving flexible joint shall consist of a cylindrical sleeve, two gaskets, two follower rings and a set of bolts and nuts. Sleeves: Manufactured of ASTM A53 steel, for sizes 10-inches and smaller. ASTM A36 steel for sizes 12- inches and larger. Minimum sleeve length shall be five inches for pipe 12-inches and smaller, 7-inches for pipe 14-inches through 24-inches, and 10- inches for pipe larger than 24-inches. 2. Follower Rings: Ductile Iron ASTM A536 or AISI Cl 020 Steel. 3. Bolts and Nuts: High strength low alloy steel with heavy semi- finished hexagon nuts. 4. Gaskets: Shall be of synthetic rubber suitable for operating conditions. 5. Shop Finish: Manufacturer's standard unless otherwise noted. 6. Manufacturer: 'Baker 200, Dresser Style 39, Rockwell Series 411 or approved equal. ITEM 502.3 FIRE HYDRAN 502.3.1 Materials All fire hydrants furnished shall conform strictly with the latest specification C-502 of the American Water Works Association Standards for dry barrel fire hydrants and must comply with the following supplementary details and changes or addition. All fire hydrants shall include integral quick connect per approved materials list. A. Inlet Connection: Unless otherwise specified, the inlet connection shall 'be a six (6) inch standard mechanical joint complete with all joint accessories. The inlet shoe shall be cast of the same or stronger metal than the lower barrel to prevent impact damage of the shoe. The interior of the shoe, including the lower valve plate and/or cap nut shall have a protective epoxy coating of at least 4 mils applied in the shop. If a cap nut is utilized, it must be locked in place with a stainless -steel lock washer or similar non -corrosive device and all machined surfaces must be protected from water intrusion to prevent corrosion and assure ease of field teardown or maintenance. B. Main Valve: The main valve shall be reversible compression type, closing with the pressure and shall be not less than 5- 1/4" in diameter. Composition of the main valve shall be molded rubber or neoprene having a durometer hardness of 90 + 5 and shall be not less than 1" thick to protect against hydrant chatter and give long term durability. C. Outlet Nozzles: All hydrants shall be "three way", equipped with two hose nozzles and one pumper nozzle. D. Diameter Outlet Nozzles: The hydrant shall have two hose nozzles, two and one-half (2-1/2") inches nominal I.D., and one pumper nozzle four and one-half (4-1/2") inches nominal I.D. with Natural Standard Hose Threads. E. Nozzle Attachment: All nozzles shall be mechanically connected into the barrel and have "0" Ring pressure seals to provide a positive seal between nozzles and hydrant barrel. A suitable nozzle lock shall be provided and shall be stainless steel or bronze. Nozzles shall not be caulked in. Nozzle caps shall be furnished with pentagon nut the same size as the operating nut. They shall be furnished with interior rubber gaskets that will seat against bronze nozzles. All caps shall be secured to hydrant barrel by heavy duty non -kinking chains with a chain loop on each cap that permits free turning of the cap, for speed and ease of removal by fire fighters. 61 F. Operating Nut: The operating nut shall be non -rising, pentagonal shape, measuring 1-1/8" at the top and 1-1/4" at the base from point to flat. Pentagon shall have a depth of at least one and one -quarter inch (1-1/4"). The hydrant shall be constructed in such a manner that the operating nut, "0" Rings and washers can be removed and replaced without removing the bonnet. All bearing surfaces of the operating nut shall be bronze. G. Holddown Nut: Holddown nut must have intregal weather seal. Resilient seal between holddown nut and operating nut shall prevent debris entry to protect operating nut from damage. H. Lubrication Reservoir: The hydrant shall have a completely "0" Ring sealed oil reservoir with a minimum of two (2) "0" Ring pressure seals to prevent contamination of the oil around the operating parts of the hydrant. The oil reservoir shall be cast in such a manner that all operating parts shall be repairable without removal of the bonnet to facilitate repairs and shall be of a design that all bearing surfaces and threaded parts will be automatically lubricated upon each operation of the hydrant. If bearing surfaces are not lubricated, the design shall keep operating friction to a minimum. A high wear resistant thermoset plastic anti - friction washer shall be in place above the thrust collar to minimize operation torque and facilitate long term ease of operation- The operating threads must be sealed against contact with water to all times regardless of open or closed position of main valve. The hydrant shall have the capability of field personnel to visually. check oil level and add additional oil if needed. Filler and inspection plug shall be recessed or flush type. Traffic Feature: Hydrants shall be "traffic model" having upper and lower barrel joined approximately two inches (2") above the groundline by a breakable "swivel" flange providing 360-degree rotation of the upper barrel for nozzle positioning and must be capable of rotating barrel with line pressure on. The groundline shall not be less than eighteen inches (18") below the centerline of the lowest nozzle and shall be clearly marked in a permanent manner on the lower barrel. A breakable stainless -steel stem coupling shall join the two-piece stem adjacent to the ground line flange. Screws, clevis pins, fasteners or bolts used in the coupling shall be Series 300 stainless steel. The weakened portion of the stem coupling shall be located to divert pressure from the stem coupling directly to the upper and lower stems when torque is applied in seat ring removal. Design of the coupling shall be such that when the coupling is broken, no part of the coupling will shatter or come loose and fall into hydrant and the break will not occur through the pins or bolts holding the coupling to the stem. W, Drain Valve Assembly: Hydrants shall be equipped with two drain valves which drain the barrel when the hydrant is closed, and seal shut when the hydrant is in the open position. The upper valve plate,' seat ring and drain ring (shoe bushing) must be bronze and work in conjunction to form an all bronze drainway. Upper valve plate if not bronze, must be epoxy coated. The bronze seat ring shall be a minimum 5-1/4" inside diameter and shall thread into a bronze drain ring forming an all bronze drainway with two (2) drain outlets for double protection against drain clogging and corrosive damage. All bronze components shall have less than 16% zinc alloy, Grade A to give high corrosion resistance as recommended `in Section 2.1, Table I of American Water Works Association Standard C-502. Seat ring seals shall be "0" Rings. Hydrant shall be designed so that during opening and closing operation(s), water pressure force flushes the drain valve and drain openings to prevent clogging, thus allowing barrel drainage: K. Repair: All internal operating parts shall be removable from above ground level with a' lightweight stem wrench. Provisions for Extension: All hydrants shall be capable of being extended to accommodate future grade changes without excavation. Extension of the hydrant shall be made by adding at the groundline flange a new coupling and stem section equal to the length of the extension. This must facilitate easy field grade adjustment. Stem extensions made by adding new section of stem to the threaded section of the stem at the top of the hydrant will not be' accepted. Extension kits must be available from manufacturer in six- inch (6") increments. M. Pressure Loss and Working Pressure: Pressure loss through one (1) four and one-half inch (4-1/2") nozzle at 1000 GPM shall not be more than 5.0 psi. ITEM 502.6 VALVES 502.6.2 Resilient -Seated Gate Valves for Ordinary Water Works Service Unless otherwise approved in writing, all Gate Valves for direct buried service in the City's distribution system, 6 inches through 12 inches in diameter, shall be Resilient Seated Gate Valves that conform strictly with the latest specification C-509 of the American Water Works Association Standards and must comply with the following supplementary details, changes or additions. A. Body: Gate valves shall be iron body designed for a working pressure of 250 psi. All valves shall be hydrostatically tested 63 at 200 psi and shell tested at 500 psi. Any leakage during testing shall be cause for rejection. For ease of repair the body, bonnet and stuffing box shall be flanged together with ASTM Grade B bolts and nuts. Each valve shall have the maker's initials, pressure rating, and year in which manufactured cast in the body. B. Stems: Stems shall be machined from manganese bronze rod with an integral forged thrust collar machined to size. The stems shall be non- rising and equipped for nut operation, which shall be opened by turning to the left. C. Stem Seals: The seals shall consist of two "0" rings above and one "0" ring below the thrust collar. An anti -friction washer shall be located above and below the thrust collar for operating torque. D. Stem Nut: The stem nut shall be ASTM'B-62 bronze. E. Resilient Wedge: The wedge shall be cast iron, fully encapsulated in molded rubber complying with ASTM D2000. Wedge must have molded wedge guides preventing the disc from tilting downstream during operation. Protective guide cap bearings made of polymer bearing material to provide a bearing interface between the wedge guide and valve interior. F. Paint and Protective Coatings: All valves furnished under these specifications shall be painted on the exterior as specified in AWWA C509 with asphalt varnish. All ferrous metal surfaces in the internal part of the valve shall be protected with a fusion epoxy coating 'to a nominal thickness of 10 mils for corrosion protection and shall be of a color that is easily identified as an epoxy coating. The proguard fusion epoxy coating shall fully comply with AWWA C550 .and certified NSF 61. The coating shall be 'non -toxic and shall not impart taste to water. The coating must be formulated from materials deemed acceptable per the Food & Drug Administration Document Title 21 of the Federal Regulations of Food Additives, Section 121.2514 entitled Resins and Polymeric Coatings. The coating shall 'have a satin finish and shall be suitable for field overcoating and touchup with the same coating' material without sanding or special surface preparation, or application of heat in excess of room temperature. G. Experience and Certification: Valves, furnished under these specifications, shall be manufactured by a firm that has been producing valves of this general type continuously for. the past 'five (5) years. Each company or. manufacturer supplying valves under these specifications shall have on file, with the City of Anna, approved records of experience and detailed drawings of the proposed valves. Drawings 64 shall cover the specific valve to be furnished for installation and shall show all dimensions including metal thickness, construction details and materials used in all parts of the valve together with ASTM Designation and Structural properties of these materials. The manufacturer shall furnish to the City of Anna, a Certification that the valve complies with the specifications without any exceptions. This certification shall apply to specific valves being installed within the City water distribution system. The certification shall state (1) the number of valves covered by the certifications, (2) the Addition where valves are being installed or the Project Name, and (3) name of Contractor installing valves. The City may require the Manufacturer, Supplier or Contractor to dismantle valves at any time to determine compliance with these specifications. Location of any valve within the City system, installed after adoption of these specifications, that does not meet the specifications completely shall be cause for prohibiting the future use of any valves from the same manufacturer. H. Tapping Sleeves: The materials for tapping sleeve bodies shall be cast-iron or ductile -iron in accordance with AWWA Standard Cl 10 (ANSI 21.10), in two sections, or halves to be bolted together with high -strength, corrosion resistant, low alloy steel bolts conforming to AWWA Standard C111 (ANSI 21.11). Cast iron and ductile -iron sleeve shall be mechanical joint, or as specified, or dimensions to secure, proper fit on the type and class of pipe on which they are to be used. Each sleeve shall be furnished with a 3/8-inch test opening so that tests can' be made prior to tapping. Opening shall be provided with a 3/8-inch bronze plug. 502.6.5 Butterfly Valves Add the following: All Butterfly Valves for installation underground in the City's distribution system 16 inches through 48 inches shall be in accordance with this specification. All butterfly valves furnished shall conform strictly with the latest specification C-'504 of the American Water Works Association Standard for rubber -seated butterfly valves and must comply with the following supplementary details and changes or addition. A. Body: The body shall be cast-iron ASTM A126, Class B and shall have face 'to face dimensions in accordance with AWWA Standards for short body, Class '150-B. All butterfly valves shall have a floating body seat ring to compensate for change in direction of flow to assure bottle -tight seal in either direction. 65 B. Shaft: Valve shafts shall be an 18-8, Type 304 stainless steel. Valve disc and shaft shall be standard self-adjusting Chevron W" type packing. Shaft seals shall be of a design allowing replacement without removing the valve shaft. C. Disc and Seat: The valve disc shall be cast iron ASTM A126, Class B. The valve seat shall be Buna-N located on the valve body. Valves 20" and smaller shall have a bonded seat that meets test procedures in ASTM D429, Method B. Valves 24" and larger shall be retained in the valve body' by mechanical means without the use of metal retainers or other devices located in the flow stream. D. Operator: Butterfly valve operators shall be of the traveling nut design. All operators shall have adjustable mechanical stop limiting devices to prevent over travel of the disc. The operator shall have a mechanical stop which will withstand an input torque of 450 Ft. lbs. against the stop. The traveling nut shall engage alignment grooves in the housing. E. Operation: Unless otherwise shown in the plans, all valves shall open counter clockwise. F. Valve Ends: Valve ends shall be Mechanical Joint End, or Flanged Ends. Mechanical joint valves shall come complete with bolts, nuts, gaskets and glands. It shall be the responsibility of the Contractor to coordinate the ends of the adjoining pipe with the type valve end he proposes to use. G. Testing: All valves seats shall be tested at 150 psi as described in AWWA C-504 and in addition shall have a shell test of 300 psi. Any leakage shall be cause for rejection. H. Paint and Protective Coatings: All butterfly `valves furnished under these specifications shall be painted on exterior as specified in AWWA C-504, with asphalt varnish. All ferrous metal surfaces in the internal part of the valve shall be protected with a two-part thermoset epoxy coating to a nominal thickness of 4 mils for corrosion protection and shall be of a color that is easily identified as an epoxy coating. This shall be applied in shop. The thermoset epoxy coating shall be a two-part epoxy and shall function as a physical, chemical and electrical barrier between the base metal to which it is applied and the surroundings. The coating shall be non -toxic and shall not impart taste to water. The coating must be formulated from materials deemed acceptable per the Food & Drug Administration Document Title 21 of the Federal Regulations of Food Additives, Section 121 .2514 entitled Resins & Polymeric Coatings. The coating shall have a satin finish and' shall be suitable for field overcoating and touchup with the same coating material without sanding or special surface preparation, or application of heat in excess of room temperatures. Experience and Certification: Butterfly valves, furnished under these specifications, shall be manufactured by a firm that has been producing valves of this general type continuously for the past five (5) years. Each company or manufacturer supplying valves under these specifications shall have on file, at the City of Anna, approved records of experience and detailed drawings of the proposed valves. Drawings shall cover the specific valve to be furnished for installation in the City of Anna and shall show all dimensions including metal thickness, construction details and materials used in all parts of the valve together with ASTM Designation and structural properties of these materials. The manufacturer shall furnish to the City, a Certification that the valve complies with the specifications without any exceptions. This certification shall apply to specific valve being installed with the City water distribution system. The certification shall state (1) the number of valves covered by the certification, (2) the Addition where valves are being installed or the Project Name and (3) name of Contractor installing valves. The City may require `the Manufacturer, Supplier or Contractor to dismantle valves at any time to determine compliance with these specifications. Location of any valve with the City system, installed after adoption of these specifications, that does not meet the specifications completely shall be cause for prohibiting the future use of any valves from the same manufacturer. ITEM 504 OPEN CUT - BACKFILL ITEM 504.2 MATERIALS 504.2.2.1 Add the following sentence: All stone used for pipe embedment shall be standard crushed rock- aggregate, Grade 4, unless otherwise approved in writing. ITEM 504.3 EXCAVATION AND FOUNDATION Prior to start of excavation the Contractor shall remove and stockpile the Topsoil and protect the Topsoil from contamination during construction. After the trench has been refilled, topsoil shall be replaced to the extent that rock, excavated from the trench, will be completely covered and the area is returned to its original condition, except that in cultivated areas a minimum of 12 inches of top soil shall be replaced. 67 ITEM 504.4 BACKFILL — GENERAL REQUIREMENTS The material used in the backfill shall be pulverized to the extent necessary to produce, a free -flowing material free of clay balls larger than 6-inch diameter. ITEM 504.5 EMBEDMENT Add the Following: Rock Cuttings or Sand will not be permitted in the pipe bedding for sanitary sewer. Rock Cuttings will not be permitted in the pipe bedding forwater lines in the City of Anna. ��IL��•�iN�y�3i1:Yi�u1.T�: ul"L�-'�i# The embedment consists of a completely encased pipe with Standard Crushed Stone, Grade 4. Class "H" Embedment shall be used on the P.V.C. Sanitary Sewer Pipe installed within the City of Anna. After the trench has been cut to a depth below the barrel of the pipe a distance of 1/8 Bc (3 inches minimum and 6 inches maximum), the bedding layer shall be brought to a point slightly above grade with compacted crushed stone. Bell holes shall be formed and the pipe laid and joined as specified. The stone shall be brought up in uniform layers of six inches to a point six inches over the top of the pipe when compacted. On PVC Pipe 18 inches through 27 inches in diameter the crushed stone shall be brought up in uniform layers to a point twelve (12) inches over the top of the pipe when compacted. ITEM 506 OPEN CUT —WATER CONDUIT INSTALLATION ITEM 506.3 LAYING WATER CONDUIT Valves for installation in the City's distribution system shall be installed by direct burial as shown on the standard detail sheets and shall be provided with valve boxes for operation of the valve. After the water samples are passed, all valves shall be accessible during all phases of construction. ITEM 506.5 HYDROSTATIC TEST All hydrostatic tests shall be maintained over a period of not less than four hours. "Before being accepted, all ductile iron, C-900 PVC or concrete cylinder water mains shall be tested with a hydraulic test pressure of not less than four hours. Concrete pressure pipe shall be tested with a hydraulic test pressure of 120 percent of the design pressure. Steel pressure pipe shall be tested with a hydraulic test pressure not to exceed 150 percent and not less than 120 percent of the designed working pressure. The rate of leakage of all pipe tested shall not exceed the amounts shown in the tables titled "Hydrostatic Test-C-900 PVC, Steel or Ductile Iron Water Mains" or "Hydrostatic Test -Concrete Cylinder Water Mains". Water lines of material in combination shall be tested for the type of pipe (material) with the least stringent hydraulic test pressure and maintained over a period of not less than four hours." 29 HYDROSTATIC TEST C-900 OR 905 PVC, STEEL OR DUCTILE -IRON WATER MAINS GALLONS ALLOWED L.F. Pipe Diameter Pipe 4" 6" 8" 10" 12" 14" 16" 18" 20" 5 0.016 0.024 0.032 0.039 0.047 0.055 0.063 0.071 0.079 10 0.032 0.047 0.063 0.079 0.095 0.110 0.126 0.142 0.158 20 0.063 0.095 0.126 0.158 0.189 0.221 0.253 0.284 0.316 30 0.095 0.142 0.189 0.237 0.284 0.331 0.379 0.426 0.473 40 0.126 0.189 0.253 0.316 0.379 0.442 0.505 0.568 0.631 50 0.158 0.239 0.316 0.395 0.473 0.552 6.631 0.710 0.789 60 0.189 0.284 0.379 0.473 0.568 0.663 0.758 0.852 0.947 70 0.221 0.331 0.442 0.552 0.663 0.773 0.884 0.994 1.105 80 0.253 0.379 0.505 0.631 0.756 0.884 1.010 1.136 1.263 90 0.284 0.426 0.568 0.710 0.852 0.994 1.136 1.278 1.420 100 0.316 0.473 0.631 0.789 0.947 1.105 1.263 1.420 1.578 200 0.631 0.947 1.263 1.578 1.894 2.210 2.525 2.841 3.157 300 0.947 1.420 1.894 2.367 2.841 3.314 3.788 4.261 4.735 400 1.263 1.894 2.525 3.157 3.788 4.419 5.051' 5.682 6.313 500 1.578 .2.367 3.157 3.946 4.735 5.524 6.313 7.102 7.891 600 1.894 2.841 3.788 4.735 5.682 6.629 7.576 8.523 9.470 700 2.210 3.314 4.419 5.524 6.629 7.734 8.838 9.943 11.048 800 2.525 3.788 5.051 6.313 7.576 8.838 10.101 11.364 12.626 900 2.841 4.261 5.682 7.102 8.523 9.943 11.364 12.784 14.205 1000 3.157 4.735 6.313 7.891 9.470 11.048 12.626 14.205 15.783 Maximum allowable water loss in 4 hours at 180 pounds per square inch of pressure for a rate of 25 gallons per inch diameter of pipe per mile over a 24-hour period EQUATION THE ABOVE CHART IS BASED ON: Maximum Loss (Gal.) = 25 x Diameter of Pipe in Inches x LF of Pipe X 4 5280 24 0 HYDROSTATIC TEST CONCRETE CYLINDER WATER MAINS GALLONS ALLOWED L.F. Pipe Diameter Pipe 4" 6" 8" 10" 12" 14" 16" 18" 20" 5 0.031 0.047 0.063 0.078 0.095 0.110 0.126 0.142 0.158 10 0.063 0.095 0.126 0.158 0.189 .0.221 0.253 0:284 0.315 20 0.126 0.189 0.253 0.316 0.379 0.442 0.505 0.568 0.631 30 0.188 0.284 0.379 0.473 0.568 0.663 0.758 0.852 0.947 40 0.253 0.379 0.505 0.631 0.758 0.884 1.010 1.136 1.263 50 0.316 0.473 0.631 0.789 0.947 1.105 1.263 1.420 1.578 60 0.379 0.568 0.758 0.947 1.136 .1.326 1.515 1.704 1.894 70 0.442 0.663 0.884 1.105 1.326 1.547 1.768 1.989. 2.210 80 0.505 0.758 1.010 1.263. 1.515 1.768 2.020 2.273 2.525 90 0.568 0.852 1.136 1.420 1.704 1.989 2.273 2.557 2.841 100 0.631 0.947 1.263 1.578 1.894 2.209 2.525 2.841 3.156 200 1.263 1.894 2.525 3.156 3.788 4.419 5.050 5.682 6.313 300 1.894 2.841 3.788 4.735 5.682 6.628 7.575 8.522 9.470 400 2.525 3.788 5.050 6.313 7.575 8.838 10.100 11.363 12.626 500 3.158 4.735 6.313 7.891 9.470 11.047 12.626 14.204 15.782 600 3.788 5.682 7.575 9.469 11.363 13.257 15.151 17.045 18.938 700 4.419 6.628 8.838 11.047 13.257 15.468 17.676 19.885 22.095 800 5.050 7.575 10.100 12.626 15.152 17.676 20.201 22.726 25.251 900 5.682 8.522 11.363 14.204 17.044 19.886 22.726 25.567 28.405 1000 6.313 9.469 12.626 15.782 18.939 22.096 25.253 28.408 31.564 Maximum allowable water loss in 4 hours at 180 pounds per square inch of pressure for a rate of 50 gallons per inch diameter of pipe per mile over a 24-hour period EQUATION THE ABOVE CHART IS BASED ON: Maximum Loss (Gal.) = 50 x Diameter of Pipe in Inches x LF of Pipe x 4 5280 24 70 ITEM 506.7 PURGING AND DISINFECTION OF WATER Add the following: On all waterlines installed in the City of Anna the Contractor shall be responsible for Purging, Testing and Sterilization of the completed lines. DIVISION 800 — MISCELLANEOUS CONSTRUCTION & MATERIALS ITEM 801.3 RAILING Reflectorized marking for guard rail and other traffic control used shall meet the requirements of 3M Scotchlite Brand Reflective Sheeting Grade, Series 2800, 3800 or 5800, or equal. The marking shall conform to U.S. Department of Transportation, Federal Highway Administration, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, 1979 FP-79, Type III A, Sections 633.36 and 718.01 and Federal Supply Service, General Services Administration, LS-300 C, SHEETING AND TAPE REFLECTIVE NON -EXPOSED LENS, Reflectivity 2, Class 4. ITEM 801.5 WIRE FENCE 801.5.2.1 Wire Fencing Fabric: All chain link fencing shall be No. 9 gage copper bearing open-hearth steel wire. 801.5.2.2 Posts 801.5.2.2.1 Metal: All posts shall be heavily galvanized by the hot -dip process after fabrication and shall be fitted with watertight malleable iron caps. All posts shall be of the following size and shape: Line Posts: "H" Section hot rolled weighing not less than 4.10 pounds per linear foot or 3-1/2-inch O.D. pipe weighing not less than 3.65 pounds per linear foot. Terminal Posts: Three-inch (3") steel pipe weighing not less than 5.79 pounds per linear foot. Gate Posts: Four -inch (4") O.D. steel pipe weighing not less than 9.11 pounds per linear foot. 801.5.2.3 Rails. Gates. Braces and Fittings: Shall be 1-5/8-inch steel pipe weighing not less than 2.27 pounds per linear foot. ITEM 803.2 GABION STRUCTURES 803.2.2 Materials Add the sentence: All wire used, including tie and connecting wire, shall be certified by Mill Test Reports showing compliance with specification requirements. 803.2.2.2 Stone 71 Add the following: Facing stone shall be hand selected, large stone and shall be selected for best appearance. Facing stone shall be an off-white color and prior to laying the stone, samples shall be delivered' to the site and shall be approved 'by the Engineer for gradation and appearance. ITEM 805 ELECTRICAL COMPONENTS AND CONDUIT ITEM 805.3 MATERIAL Add the following: Pull Box. All pull boxes shall be Quazite precast polymer concrete or approved equal. Boxes shall be approximately 17" x 30" x 30" and shall be furnished with a concrete cover. Each change of direction in the conduit run requires a pull box. Max spacing of pull boxes shall be one hundred feet (100'). 72 Section 8. C STANDARD DRAWINGS CITY OF ANNA, TEXAS STANDARD DRAWINGS (Note: In the event of any conflicts, the standard drawings that follow in this Section 8.C. shall govern.) 73 DRAWING NO. DRAWING TITLE PAV-01 REINFORCED CONCRETE PAVEMENT -JOINTS PAV-02 REINFORCED CONCRETE PAVEMENT -TRANSVERSE JOINT SPACING PAV-03 REINFORCED CONCRETE PAVEMENT - STREET HEADERS PAV-04 CONCRETE CURBS & CURB WITH GUTTER - INTEGRAL, SEPARATE & DOWELED PAV-05 MEDIAN ISLAND PAVEMENT- NOSE & LEFT TURN LANE PAV-06 MEDIAN ISLAND PAVEMENT- MONOLITHIC CONCRETE NOSE PAV-07 CONCRETE DRIVEWAY APPROACH - RADIUS RETURN PAV-08 CONCRETE DRIVEWAY APPROACH - RESIDENTIAL PAV-09 REINFORCED CONCRETE SIDEWALK - JOINTS & SPACING PAV-10 MID BLOCK BARRIER FREE RAMP - TYPE W PAV-11 BARRIER FREE RAMP - TYPE 'B' (1 OF 2) PAV-11A BARRIER FREE RAMP - TYPE 'B' (2 OF 2) PAV-12 BARRIER FREE RAMP - TYPE'C' PAV-13 TYPICAL UTILITY LOCATION - IN PAVEMENT WAT-01 GATE VALVE 4" TO 12" - BOX & EXTENSION STEM WAT-02 VAULT CONSTRUCTION PLAN - HORIZONTAL GATE VALVE >_ 16" WAT-03 VAULT CONSTRUCTION PROFILE - HORIZONTAL GATE VALVE >_ 16" WAT-04 VAULT CONSTRUCTION DIMENSIONS -VERTICAL GATE VALVE >_ 16" WAT-05 VAULT CONSTRUCTION SECTION - VERTICAL GATE VALVE >_ 16" WAT-06 VAULT CONSTRUCTION PLAN - BUTTERFLY VALVE >_ 16" WAT-07 VAULT CONSTRUCTION PROFILE - BUTTERFLY VALVE >_ 16" WAT-08 COMBINATION AIR VACUUM VALVE -TYPE "1" WAT-09 COMBINATION AIR VACUUM VALVE -TYPE 7' SECTION WAT-10 AIR RELEASE VALVE AIR VENT - TYPE "2" WAT-11 FLUSH POINT INSTALLATION - TYPE "1" WAT-12 FIRE HYDRANT- INSTALLATION WAT-12A FIRE HYDRANT- REBAR & PLACEMENT WAT-13 WATER SERVICE INSTALLATION - 1" LINE WAT-14 WATER SERVICE INSTALLATION - 1-1/2" OR 2" LINE WAT-15 4" COMBINATION WATER SERVICE - WITH 4" METER WAT-16 ENCASEMENT PIPE - WATER LINE BY BORE WAT-17 BLOW OFF VALVE - INSTALLATION WAT-18 AUTOMATIC FLUSH VALVE - RURAL INSTALLATION WAT-19 AUTOMATIC FLUSH VALVE - SUBURBAN INSTALLATION WAT-20 WATER METER LID - METERS UP TO 1" WAT-20A WATER METER LID - METERS FROM 1.5" TO 2" WAT-21 HORIZONTAL THRUST BLOCK - AT PIPE BEND (1 OF 3) WAT-21A HORIZONTAL THRUST BLOCK - AT PIPE BEND (2 OF 3) WAT-21B HORIZONTAL THRUST BLOCK - AT PIPE BEND (3 OF 3) WAT-22 HORIZONTAL THRUST BLOCK - AT TEES & PLUGS WAT-23 VERTICAL THRUST BLOCK - AT PIPE BEND WAT-24 THRUST BLOCK - GENERAL NOTES SS-01 WASTEWATER MAIN TIE-IN - AT CLEANOUT OR MANHOLE STUBOUT SS-02 WASTEWATER MANHOLE - PRECAST SS-03 WASTEWATER MANHOLE - CAST -IN -PLACE SS-04 WASTEWATER MANHOLE - PRESSURE MANHOLE SS-05 WASTEWATER MANHOLE - INTERNAL DROP CONNECTION SS-06 WASTEWATER MANHOLE - VENTED TYPE 'S' SS-06A WASTEWATER MANHOLE -VENTED FLAT TOP SS-07 WASTEWATER MANHOLE - LINE INTERSECTION SS-08 WASTEWATER MAIN - CLEANOUT SS-09 WASTEWATER SERVICES - LATERAL CONNECTION SS-10 WASTEWATER SERVICES - CLEANOUT FRAME & COVER SS-11 WASTEWATER SERVICES - DEEP LATERAL CONNECTION SS-12 RESIDENTIAL LATERAL - WITH CLEANOUT AT PROPERTY LINE SS-13 ENCASEMENT PIPE - WASTEWATER LINE BY BORE SS-14 WASTEWATER MANHOLE - STANDARD COVER SS-14A WASTEWATER MANHOLE - BOLTED COVER SS-15 WASTEWATER MANHOLE - FALSE MANHOLE BOTTOM SS-16 I&I BARRIER & GATOR WRAP - 6" GATOR WRAP SS-17 MANHOLE & VALVE VAULT- MOW STRIP EMB-01 EMBEDMENT - CLASS "B+" & CLASS "G" EMB-02 EMBEDMENT - CLASS "H" & STORM SEWER EMB-03 PAVEMENT CUT & REPAIR - CONCRETE & PARKWAY EMB-04 PAVEMENT CUT & REPAIR - ASPHALT EMB-05 INFILTRATION PROTECTION - CONDUIT UNDER CHANNEL STM-01 STORMWATER CURB INLET - STANDARD (1 OF 2) STM-01A STORMWATER CURB INLET - STANDARD (2 OF 2) STM-02 STORMWATER CURB INLET- REINFORCING STEEL STM-03 STORM SEWER - STANDARD INLET COVER STM-03A STORM SEWER - BOLTED INLET COVER STM-04 STORMWATER HEADWALL -TYPE "C" STM-05 JUNCTION BOX - 4', 5', OR 6' SQUARE (1 OF 2) STM-05A JUNCTION BOX - 4', 5', OR 6' SQUARE (2 OF 2) L-01 TREE PROTECTION - PLAN DETAIL THE CITY OF COVER SHEET REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. INDEX OF STANDARD DRAWINGS 1 /2" SAWED GROOVE HOT POURED RUBBER JOINT SEALING COMPOUND 1" MIN. I cq FIRST POUR ° n a 4 #4 BARS ON 18" CTRS. BOTH WAYS (SEE NOTE) SECOND POUR °, v O 4° n ' v O LAP BARS 30 DIA & TIE CONSTRUCTION JOINT N.T.S. #4 BARS ON 18" SAWED GROOVE CTRS. BOTH WAYS 1 /2" WIDE VERTICAL SAW CUT HOT POURED RUBBER JOINT 7 (SEE NOTE) HOT POURED RUBBER 1 /8" TO 3/16" WIDE SEALING COMPOUND JOINT SEALING COMPOUND T/4 C-4 ° 0 v O G v O 4 KEYWAY JOINT (FOR PAVEMENT THICKNESS > 6") N.T.S. NOTE: ALTERNATE REINFORCEMENT #4 BARS ON 30" CTRS. BOTH WAYS. #4 BARS CTRS. BG ..� (SEE NOTE) SAWED CONTRACTION JOINT 24" #4 SMOOTH DOWEL 16" DOWEL COATING N.T.S. HOT POURED RUBBER JOINT r,3/4"± SEALING COMPOUND 1" MIN. 1 1/4" MIN. CLEARANCE � MIN TRANSLUCENT DOWEL SLEEVE ~ - Q ZI (CLOSED END TO FIT DOWEL & BE SECURED) TO BE INSTALLED ° c ° c , v v 0v o 2' C—C. REDWOOD EXPANSION DOWEL SUPPORT SHALL BE OF A JOINT FILLER METHOD APPROVED BY ENGINEER EXPANSION JOINT (SPACED 400 FT. MAXIMUM; LOCATE AT STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. THE CITY OF REINFORCED CONCRETE PAVEMENT REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. JOINTS PAV-01 PROVIDE - q_ JOINT BOTH WAYS ®w SAWED CONTRACTION JOINT SAWED TRANSVERSE CONTRACTION JOINTS 0 C40M EXPANSION JOINTS (SPACED 400 FT. MAXIMUM; LOCATE AT STRUCTURES, INTERSECTIONS, P.C.'S, P.T.'S) / SAWED TRAVERSE CONTRACTION JOINTS - ^ R.O.V.� R.O.W.-� NOTES: 1. SAWED TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED: 20' IN PAVEMENT >_ 8" THICK; 15' IN PAVEMENT < 8" THICK. 2. REFER TO TYPICAL PAVEMENT SPECIFIED SECTION FOR LONGITUDINAL CROWN JOINT SPACING. SPACING DIAGRAM FOR TRANSVERSE JOINTS N.T.S. z 0 0 Q THE CITY OF REINFORCED CONCRETE PAVEMENT REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. TRANSVERSE JOINT SPACING PAV-02 EXPANSION JOINT FILLER,, 3" 8"" I \ FUTURE PAVEMENT 0) � I ° 2' ° CONCRETE. PAVEMENT,, 0 4 o �BARS EQUAL SIZE OF BARS 4 SPECIFIED IN PAVEMENT REINFORCEMENT PAVEMENT BAR STREET HEADER FOR FUTURE PAVEMENT N.T.S. EXISTING PAVEMENT NEW PAVEMENT 12" #4 X 24" DEFORMED DOWEL FAT SAME SPACING AS PAVEMENT REINFORCEMENT GO z(f) ww gz >C) 0 O o Q= o 0-F- 3/4" DRILLED HOLES BLOWN N a PAVEMENT BAR CLEAN & DOWELS • COATED WITH NO FORM ° ° BARS EQUAL SIZE OF BARS EPDXY RESIN it ° SPECIFIED IN PAVEMENT i�°o REINFORCEMENT 9„ NO FORM STREET HEADER AT EXISTING PAVEMENT BARS EQUAL SIZE OF BARS - SPECIFIED IN PAVEMENT REINFORCEMENT REINF. CONC. PVMT. c I PAVEMENT `, BAR N.T.S. ALL WORK BETWEEN HEADERS TO BE DONE BY OTHERS UNLESS OTHERWISE SPECIFIED. ROUNDED TO 1/4" RAID r � <-0 ) )-�l LAP I 5,0„ r� �r� NOTES: 1. PAVEMENT BARS TO BE BENT STREET HEADER AT RAILROAD •SYMETRICAL ABOUT CENTER LINE DOWN INTO HEADER. 2. HEADER AND PAVEMENT TO BE MONOLITHIC. N.T.S. THE CITY OF REINFORCED CONCRETE PAVEMENT REV DATE:MARCH 2O20 Anna STANDARD DRAWING NO. STREET HEADERS PAV-03 m 3/8" R 3" R D 1:3 BATTER • 1 1 /2" R. to >- o 1-- v> 3" w w e F- :2Z ° o >Q D O Q aIL ~ INTEGRAL CURB 8c GUTTER N.T.S. 6" 1 3/8" R 3" R D 1:3 BATTER • 1 1 /2" R. } 3/8" R 3" N a 2'-6" _I (TYP.) 1 SEPARATE CURB & GUTTER N.T.S. G� A 6' y IJ 1 #4 BAR (TYP.) BATTER 8:12 a O M n PAVEMENT #4 DOWEL AT 4' O.C. GROUTED IN PLACE NOTES: 1. REINFORCEMENT SHALL BE NO. 4 BARS. 2. CONCRETE SHALL BE CLASS "C". 3. "CF" IS 6" UNLESS OTHERWISE SPECIFIED. 4. ALL CURBS ARE CONSTRUCTED OF PORTLAND CEMENT CONCRETE UNLESS OTHERWISE SHOWN. 5. GRADE SHALL BE MEASURED AT BACK OF CURB. DOWELED CURB N.T.S. THE CITY OF CONCRETE CURBS & CURB WITH GUTTER REV DATE:MARCH 2O20 Anna STANDARD DRAWING NO. INTEGRAL, SEPARATE & DOWELED PAV-04 NOTE: STAMPED CONCRETE SHALL BE INTEGRAL STAINED INCRETE COLOR "REDWOOD W/ neau nPAY" OR APPROVED EQUAL AND JSTALLED PER CITY STANDARDS. CRETE SYSTEMS FOR ADDITIONAL q OR ASSISTANCE WITH DNS AND INSTALLATION 3 AT 1-800-752-4626 4" THICK CLASS "C" 'HERRINGBONE USED BRICK" 'ATTERN STAMPED CONCRETE. DIMENSIONS OF MEDIAN NOSE Y = 15' X = 27.6' Y = 16' X = 28.8' Y = 17' X = 29.9' Y = 18' X = 30.9' CONCRETE NOSE FOR MEDIAN ISLAND N.T.S. NOTE: MEDIAN PAVING SHALL EXTEND TO POINT WHERE MEDIAN IS 6' WIDE. IF MEDIAN IS 6' WIDE, PAVING SHALL EXTEND 15' FROM NOSE. FOR MEDIANS WIDER THAN 6' PAVING SHALL EXTEND 10' FROM NOSE. ALL DISTANCES ARE MINIMUM. 2" SCH. 40 PVC. DOVE GREY ELECTRICAL CONDUIT. BURIAL DEPTH 3.0' BELOW FINISH GRADE. "HERRINGBONE USED BRICK" PATTERN STAMPED CONCRETE. BLOCKOUT MEDIAN PAVING FOR SIGNAL FOUNDATION OR PULL BOX OR LUMINARY (IF LOCATIONS KNOWN AND NOT INSTALLED WITH PAVING) --- LVIVIIIlf l\ 1 LEFT TURN LANE MEDIAN PAVEMENT FOUNDATION N.T.S. THE CITY OF MEDIAN ISLAND PAVEMENT REV DATE:MARCH 2O20 NDARD AWING Anna, NOSE & LEFT TURN LANE s APAVR05NO MONOLITHIC CONCRETE MEDIAN NOSE N.T.S. c� ^ w r = CLASS "C" CONCRETE m Of :3 KEYED `O U #3 STIRRUP BARS CONSTRUCTION JOINT T — PAVEMENT THICKNESS SECTION B-B KEYED 1 CONSTRUCTION JOINT 3 THE CITY OF Anna N.T.S. c� J (o W m = a o m 1ll" R. ry- Of m > i� U 12" SECTION A -A N.T.S. MEDIAN ISLAND PAVEMENT MONOLITHIC CONCRETE NOSE NOTE: REINFORCEMENT BARS SHALL MATCH THOSE IN PAVEMENT. REV DATE: MARCH 2O20 STANDARD DRAWING NO. PAV-06 R.O.W. LINE SIDEWALK 6 MIN REINF. CONC. PVMT. #3 BAR BENT—, TO RADIUS 4" SIDEWALK I #3 BARS ON 18" CTRS. BOTH WAYS N inGREATER THAN � I o CURB RADIUS FACE OF FACE OFCURB I CO CURB � I -------------------- ---- I 6" MAX 4000 PSI ® 28 DAYS (CLASS "A" CONCRETE) PVMT. REINF. LAPPED 30 DIA BLOCK -OUT LIMIT OR #3 BAR DOWEL 24" LONG, IF NOT MONOLITHIC DOWEL & EPDXY IF EXISTING PAVING WITH PVMT. S T R E E T PLAN VIEW N.T.S. THE CITY OF CONCRETE DRIVEWAY APPROACH Anna, RADIUS RETURN REV DATE: MARCH 2O20 STANDARD DRAWING NO. PAV-07 PLAN PROVIDE DOWELED EXPANSION A JOINT FOR CONNECTION TO R.O.W. LINE FUTURE CONCRETE DRIVE 6' DRIVEWAY APPROACH WITH NO. 4 BARS ON 18" 11'-0" MINIMUM WIDTH STANDARD CONCRETE CENTERS BOTH WAYS 20'-0" MAXIMUM WIDTH SIDEWALK SUPPORTED ON CHAIRS CONTROL SAW JOINT JOINT BACK OF CURB CONSTRUCTION JOINT A 2'_6" 15' MINIMUM FOR 11' DRIVEWAY 21_6" 22' MINIMUM FOR 18' DRIVEWAY 24' MINIMUM FOR 20' DRIVEWAY ELEVATION 2 -s 1., 2'-6" � 6„ EXISTING GUTTER SECTION A -A 4000 PSI CONCRETE 028 DAYS 6" MATCH STREET THICKNESS THROUGHOUT DRIVE DRIVEWAY WITH #4 BARS AT 18" O.C. APPROACH (6" MINIMUM) EACH WAY SUPPORTED ON CHAIRS SIDE STANDARD CURB AND GUTTER MALK� 2 #4 BARS DOWELED ON 18" p ° ° SLOPE' PER FOOT CENTERS AT MIDPOINT IN •, o P o p • ° SLAB THICKNESS °' o CONCRETE PAVING 2" MAX SAND PROVIDE DOWELED REDWOOD 1X6 EXPANSION SUBGRADE (1' BEHIND JOINT FOR CONNECTION TO CONCRETE PAVEMENT TYP.) ININ INSPECTION MUST BE MADE FUTURE CONCRETE DRIVE BY BUILDING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE NOTES: 1. EXISTING CURB AND GUTTER, IF ANY MUST BE SAWED AS DIRECTED BY THE CITY ENGINEER, HORIZONTAL CURB CUT SHALL BE AT AN ELEVATION OF 1" ABOVE THE EXISTING GUTTER WITH A MINIMUM LENGTH AS SHOWN. THE TRADITIONAL SAW CUT SHALL HAVE A RUN OF 2'-6" AND SHALL RISE TO MEET THE EXISTING TOP OF CURB. ALL EXPOSED EDGES SHALL BE GROUND TO A J" RADIUS. SAW CUTTING SHALL BE PERFORMED WITH A RIDE —ON SAW EQUIPPED WITH A DIAMOND BLADE. 2. SIDEWALK SECTION THRU DRIVEWAY SHALL BE POURED SAME THICKNESS AS DRIVEWAY APPROACH. (EXISTING SIDEWALK, IF ANY, SHALL BE REMOVED AND REPLACED.) 3. THIS WORK SHALL NOT DISRUPT THE DESIGN FLOWLINE OF THE EXISTING GUTTER. THE CITY OF CONCRETE DRIVEWAY APPROACH REV DATE: MARCH 2O20 STANDARD DRAWING NO. RESIDENTIAL Anna PAV-08 1/2" DOWELED EXPANSION JOINT WITH EXPANSION JOINT FILLER EVERY 40' 6' 6' 6' n H F L /11 V N.T.S. USE EDGER —BOTH SIDES MATCH ROUNDED EDGE 4000 PSI CONCRETE RUBBER CAULK RADIUS ON CURB • Jv 0 • a> e o • as 0 < o os e o . as O• < , a e s Oe Oa Oa Oe o 00 1/2" PREFORMED 4» EXPANSION 8» 2" WASHED SAND MATERIAL CUSHION FOR SOILS WITH P.I. OF 15 OR MORE JOINT LUG DETAIL FOR MEDIAN PAVEMENT OR SIDEWALK ADJACENT TO CURB N.T.S. LIGHT BRUSH FINISH #3 BARS 24" O.C. BOTH WAYS 4" 3/8"R � 610 � �T I 5/� Ir K BOTH ^WAYS 'L�1 1/2" SECTION "A -A" N.T.S. REDWOOD EXPANSION JOINT FILLER 3" MIN, 7 1" MIN. —F 2'— 1 2" TRANSLUCENT PVC ll EXPANSION CAP #4 X 24" SMOOTH ROUND THIS HALF OF DOWEL BAR 24" O.C. TO BE COATED WITH ASPHALT SECTION "B-B" N.T.S. NOTE: 1. REFER TO STANDARD SPECIFICATION ITEM 8.3. FOR ALTERNATE REINFORCEMENT. 2. CROSS SLOPE OF SIDEWALK SHALL BE t 1/4" PER FT. MIN. TO t 3/8" PER FT. MAX. 3. OTHER THAN 6'-0" SIDEWALK WIDTH MAY BE SPECIFIED BY OWNER. 4. SIDEWALK SHALL BE CLASS "A" CONCRETE UNLESS OTHERWISE SPECIFIED BY OWNER. 5. ALL HONEYCOMB IN BACK OF CURB TO BE TROWEL —PLASTERED BEFORE POURING SIDEWALK. 6. LUG MAY BE FORMED BY SHAPING SUBGRADE TO APPROXIMATE DIMENSIONS SHOWN. THE CITY OF REINFORCED CONCRETE SIDEWALK REV DATE:MARCH 2O20 Anna STANDARD DRAWING NO. JOINTS &SPACING PAV-09 PLANTING OR OTHER NON -WALKING SURFACE OR PROTECT DROP OFF (TYP) 5 X5' RAMP _- ----1 LAND NG RAMP TURNING SPACE - MAX it •_ �� \ MAX ------- LANDING-_�!\ 5'MIN. 6'DESIRABLE CURB RAMP 2'MIN. CURB RAMP 5' 2' MIN. RUN CROSS SLOPE 8.3% MAX 2'X4' DETECTABLE WARNING :1 2.0% ANY SIDEWALK 8.3'6 MAX•_ DIRECTION 8.3_ 'Z MAX' SIDEWALK SECTION A -A STREET ACCESSIBLE PAVEMENT RAMP BACK OF CURB 8.3% FOR 6" ALL AREAS SHALL BE FLUSH I / ww - - - - - -------- *T = THICKNESS OF DOWELED LONG, STREET PAVEMENT BUTT JOINT THE CITY OF Anna DETECTABLE WARNING DEVICE (PRE -FABRICATED PLATE MINIMUM 24" WIDE FOR FULL WIDTH OF STREET CONNECTION) 2.0% MAX. 1.2%MIN. OPTIONAL 6"-B" CURB OR 8"-36" SIDEWALK WALL 4" 4000 P.S.I. CONCRETE #3 BARS, 24" EACH WAY MINIMUM 6" TRANSITION TO MATCH ADJACENT PAVEMENT THICKNESS MID BLOCK BARRIER FREE RAMP TYPE 'A' REV DATE: MARCH 2O20 STANDARD DRAWING NO. PAV-10 PEDESTRIAN ACCESSIBILITY (WITHIN PUBLIC R.O.W.) ALL NEWLY CONSTRUCTED SIDEWALKS, CURB RAMPS AND CROSSWALKS INSTALLED WITHIN CITY OF ANNA PUBLIC RIGHTS -OF -WAY SHALL BE CONSIDERED A PEDESTRIAN ACCESS ROUTE AND SHALL CONFORM TO THE MOST CURRENT 'DRAFT" GUIDELINES FOR PUBLIC RIGHTS -OF -WAY CREATED BY THE UNITED STATES ACCESS BOARD. CURB RAMPS 1. ALL SLOPES SHOWN ARE MAXIMUM ALLOWABLE. LESSER SLOPES THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS SHALL BE 5'X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN EACH DIRECTION. 3. CLEAR SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP SURFACES IS 27. 5. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE MOST CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. FEDERAL GUIDELINES SHALL SUPERSEDE ANY CONFLICTS. 6. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS AND ACCESSIBLE ROUTES SHALL ALIGN WITH THEORETICAL CROSSWALKS UNLESS OTHERWISE DIRECTED. 7. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. 8. PROVIDE A FLUSH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 9. ACCESSIBLE ROUTES ARE CONSIDERED "RAMPS" WHEN LONGITUDINAL SLOPES ARE BETWEEN 5% AND 8.3% (MAXIMUM ALLOWABLE). SIDEWALKS UNDER 5% LONGITUDINAL SLOPE ARE DEEMED ACCESSIBLE ROUTES AND MUST FOLLOW ALL APPLICABLE GUIDELINES. W EJ - EXPANSION JOINT OD 5'x5' LAND CJ - CONSTRUCTION JOINT 2.0% MAX m m - REQUIRED LIMITS OF CONSTRUCTION WITH STREET INSTALLATION Y x �•• PROWAG = PUBLIC RIGHTS -OF -WAY ':•� %•� ACCESSIBILITY GUIDELINES bt bt W - FOR SIDEWALK WIDTH SEE ''t �'• ••• ;.f N i.• THE FOLLOWING IS A TYPICAL DETAIL FOR A EJ '� ••• ••••• • FACE OF CURB DIRECTIONAL CURB RAMP ON A STANDARD RESIDENTIAL STREET AND DOES NOT FIT ALL • - ¢ '.'..... '...' SCENARIOS IN THE CITY OF FRISCO. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN CONSULTANT AND CONTRACTOR TO ENSURE THAT ALL RAMPS "I ....' CONSTRUCTED MEET THE REQUIREMENTS OF PROWAG. '' ••''' BEGIN MAX 2.0%* SLOPE R.O.W. .: • C:RAMP:•:• I 12-INCHES FROM .. EJ } ACCESSIBLE ROUTE ................... `:•: :•: :' w 2.0% MAX U I Wiz O HOER 'I 2.0%IAX 8.3RyAX < X e"e"e"so"/////////// `n 0 DETECTABLE WARNING zOc MJ w Mo DEVICE rn a )PER CITY APPROVED LIST o rn w 14'° r�//rrrr Ito cn .. '1r.vr• •.r•aW►•.rr.A.n•wr.rA,• :!.!� ^8^ ° X B LANDING a rn 5X 5 LANDING ;: E GRADE BREAKS: " 5'x5' w0 � ..... ....1." f5 .0 ON OI STREET CROSSING MINIMUM 0.50% SLOPE TOWARDS STREET '• ©VERTICAL SURFACE DISCONTINUITIES TO MAINTAIN POSITIVE DRAINAGE. I *SLOPE UP TO 5.0% ALLOWED ON STREETS WITH NO STOP OR YIELD CONDITION. REFER -18" MIN. TO CIVIL PLANS TO DETERMINE SCENARIO. QF BLOCK OUT STREET GRADES NOT TO EXCEED 2.0%• ACROSS ACCESSIBLE ROUTES (STREET CROSSING) 4'x4' MIN. LANDING NOTE: ALL SIDEWALK CURB RAMPS ACCESSIBLE STREET (2% MAX SLOPE EACH WAY) WILL BE 4000 PSI CONCRETE. DETECTABLE WARNING DEVICE RAMP PVMT RAMP (PRE -FABRICATED PLATE MINIMUM BACK OF CURB (8.3% MAX LONGITUDINAL SLOPE. 2% MAX 24-INCHES WIDE FOR FULL WIDTH CROSS SLOPE. LENGTH VARIES AS OF STREET CONNECTION) ALL AREAS SHALL BE 2. X MAX. REQUIRED - MAX LENGTH 15 FT) 2.0 9 MAX. FLUSH 8.]X MAX._ 2.0% MAX. i REINFORCING MIN. 5" T EXPANSION JOINT BARS KEYWAY JOINT" 5'x5' MIN. LANDING (2% MAX SLOPE EACH MINIMUM 6" STREET BLOCK -OUT TO BE POURED WAY. MUST MAINTAIN POSITIVE DRAINAGE) TRANSITION TO MATCH ADJACENT MONOLITHICALLY WITH RAMP PAVEMENT THICKNESS DETECTABLE SECTION Y-Y WARNING DEVICE SECTION X-X M KEYWAY JOINT FOR NEW CONSTRUCTION. STREET CONNECTION SHALL BE T = THICKNESS OF STREET PAVEMENT "'T'S' LONGITUDINAL BUTT JOINT FOR CONNECTIONS TO EXISTING ROADWAYS. N.T.S. THE CITY OF BARRIER FREE RAMP REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. TYPE'B' (1 OF 2) PAV-11 OA DETECTABLE WARNING DEVICES (DWD) SHALL BE PRE -MANUFACTURED CAST -IN -PLACE PLATES FROM THE CITY OF ANNA APPROVED VENDOR LIST INSTALLED TO THE MANUFACTURER'S SPECIFICATIONS, AND SHALL MEET ALL ADA REQUIREMENTS. NO BRICK PAVERS ALLOWED. COLOR TO BE BRICK RED OR SIMILAR. DWD SHALL BE 24 INCHES IN LENGTH FOR THE FULL WIDTH OF THE STREET CONNECTION STARTING AT THE BACK OF CURB. A MAXIMUM 2-INCH BORDER SHALL BE ALLOWED ON THE SIDES OF THE DWD FOR PROPER INSTALLATION. ©ALSO KNOWN AS "CLEAR SPACE" PER ADA PROWAG, THE CITY REQUIRES A MINIMUM LANDING SPACE OF 4-FOOT BY 4-FOOT AT THE BOTTOM OF EVERY RAMP. THIS LANDING SPACE SHALL HAVE A CROSS SLOPE IN BOTH DIRECTIONS THAT DOES NOT EXCEED 2.0%. AND SHALL BE WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. ©THE RAMP COMPONENT OF THE DIRECTIONAL CURB RAMP SHALL HAVE A CONTINUOUS LONGITUDINAL SLOPE MORE THAN 5% AND LESS THAN 8.37.. THE RAMP SHALL ALSO HAVE A CROSS SLOPE OF NO MORE THAN 2.0%. LENGTH OF RAMP CAN VARY, BUT SHALL NOT EXCEED 15 FEET TO ACHIEVE DESIRED ELEVATION CHANGE. ALSO KNOWN AS 'TURNING SPACE" PER ADA PROWAG, A MINIMUM LANDING SPACE OF 4-FOOT BY 4-FOOT SHALL BE AT THE TOP OF EVERY RAMP. THIS LANDING (TURNING) SPACE SHALL HAVE A CROSS SLOPE IN BOTH DIRECTIONS THAT DOES NOT EXCEED 2.07.. LANDING MUST MATCH WIDTH OF SIDEWALK AND LENGTH SHALL BE THE SAME DISTANCE ('SQUARED" LANDING). OALL CURB RAMPS SHALL HAVE GRADE BREAKS AT THE TOP AND BOTTOM THAT ARE PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. WHERE THE ENDS OF THE BOTTOM GRADE BREAK ARE LESS THAN OR EQUAL TO 5 FEET, THE DWD SHALL BE PLACED WITHIN THE RAMP AT THE BOTTOM GRADE BREAK. WHERE EITHER END OF THE BOTTOM GRADE BREAK IS GREATER THAN 5 FEET, THE DWD SHALL BE PLACED BEHIND THE BACK OF THE CURB. PAVING CONTRACTOR SHALL LEAVE BLOCK OUT WITH A KEYWAY JOINT INSTALLED, MINIMUM OF 18 INCHES MEASURED FROM BACK OF CURB. F BLOCK OUT SHALL BE POURED MONOLITHICALLY WITH CURB RAMP. CONCRETE SHALL TIE TO STREET PAVING WITH A KEYWAY JOINT PER CITY DETAIL 2050M. NO CURB SHALL BE CONSTRUCTED WHERE A DWD IS PROVIDED. THE CURB ON EITHER SIDE SHALL HAVE A TYPICAL 5 FOOT TAPER TO TRANSITION FROM THE STANDARD 6-INCH CURB HEIGHT TO BE FLUSH WITH RAMP. G ALL WORK ASSOCIATED WITH ACCESSIBLE ROUTES SHALL BE INSTALLED FLUSH WITH ALL FEATURES TO MINIMIZE VERTICAL SURFACE DISCONTINUITIES. EACH SEGMENT ALONG ACCESSIBLE ROUTE SHALL BE FLUSH WITH NO MORE (ZERO TOLERANCE) THAN A Y4-INCH GRADE SEPARATION (ELEVATION DIFFERENCE), OR h-INCH GRADE SEPARATION IF BEVELED (BEVEL SLOPE SHALL NOT BE STEEPER THAN 50%). OA SIDEWALK HEADER SHALL BE CONSTRUCTED AT ENDS OF ALL WORK PERFORMED. STREET CROSSINGS SHALL ADHERE TO SAME GUIDELINES AS OTHER ACCESSIBLE ROUTES WITHIN PUBLIC RIGHT-OF-WAY, AND SHALL BE FOR THE FULL WIDTH OF THE IN -LINE ACCESSIBLE ROUTE. CROSS SLOPE SHALL NOT EXCEED 2%*. NEW STREET CONSTRUCTION SHALL INCORPORATE ALL ADA DESIGN REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL AND CONTRACTOR TO ENSURE ALL STREET CROSSINGS MEET THE REQUIREMENTS OF PROWAG. STREET ALTERATIONS ON EXISTING STREETS TO BRING TO COMPLIANCE SHALL BE AT THE CITY ENGINEER'S DISCRETION. OALL CURBS CONSTRUCTED AS PART OF AN ADA RAMP SHALL MATCH CITY CURB STANDARDS. * SEE PROWAG SPECIAL DESIGN CONSIDERATIONS WHEN STREET CROSSING HAS NO STOP OR YIELD COND177ON. DETECTABLE WARNING DEVICE 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705 OF THE TAS. THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. FURNISH AND INSTALL AN APPROVED CAST -IN -PLACE DARK RED DETECTABLE WARNING SURFACE MATERIAL ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. DETECTABLE WARNING MATERIALS MUST MEET CITY OF FRISCO MATERIAL SPECIFICATION (REFER TO TXDOT APPROVED VENDOR LIST) AND BE LISTED ON THE MATERIAL PRODUCER LIST. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 4. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS AT THE BACK OF CURB. WHEN PLACED ON THE RAMP, ALIGN THE ROWS OF DOMES TO BE PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME ORIENTATION IS LESS CRITICAL. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. SIDEWALKS 6. PROVIDE CLEAR GROUND SPACE AT OPERABLE PARTS, INCLUDING PEDESTRIAN PUSH BUTTONS. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE REACH RANGES SPECIFIED IN TAS 308. 7. PLACE TRAFFIC SIGNAL OR ILLUMINATION POLES, GROUND BOXES, CONTROLLER BOXES, SIGNS, DRAINAGE FACILITIES AND OTHER ITEMS SO AS NOT TO OBSTRUCT THE PEDESTRIAN ACCESS ROUTE OR CLEAR GROUND SPACE. 8. STREET GRADES AND CROSS SLOPES SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. 9. CHANGES IN LEVEL GREATER THAN 1/4 INCH ARE NOT PERMITTED (1/2 INCH WITH BEVEL). 10. WHERE A 4' SIDEWALK IS PROVIDED, A 5'X 5' PASSING AREAS ARE REQUIRED AT INTERVALS NOT TO EXCEED 200'. 11. THE LEAST POSSIBLE GRADE SHOULD BE USED TO MAXIMIZE ACCESSIBILITY. THE RUNNING SLOPE OF SIDEWALKS AND CROSSWALKS WITHIN THE PUBLIC RIGHT OF WAY MAY FOLLOW THE GRADE OF THE PARALLEL ROADWAY. WHERE A CONTINUOUS GRADE GREATER THAN 5% MUST BE PROVIDED, HANDRAILS MAY BE DESIRABLE TO IMPROVE ACCESSIBILITY. HANDRAILS MAY ALSO BE NEEDED TO PROTECT PEDESTRIANS FROM POTENTIALLY HAZARDOUS CONDITIONS. IF PROVIDED, HANDRAILS SHALL COMPLY WITH TAS 505. 12. HANDRAIL EXTENSIONS SHALL NOT PROTRUDE INTO THE USABLE LANDING AREA OR INTO INTERSECTING PEDESTRIAN ROUTES. THE CITY OF BARRIER FREE RAMP REV DATE: MARCH 2O20 Anna STANDARD DRAWING N0. TYPE 'B' (2 OF 2) PAV-11A ISNTALL 18" #3 SMOOTH DOWEL BARS AT 24" O.C. — EXISTING DRILL 9" INTO EX. SIDEWALK SIDEWALK 3 0 BRICK RED DETECTABLE WARNING SURFACE SHALL BE PROVIDED AS SHOWN BY INSTALLING WET SET ADA REPLACEABLE TACTILE WARNING SURFACE UNIT ADA REP MANUFACTURED BY 15° ADA SOLUTIONS, INC OR APPROVED EQUAL. INSTALL ACCORDING TO MANUFACTURER RECOMMENDATIONS. USE ONLY MANUFACTURED I STANDARD SIZES. PAY LIMIT FOR — RAMP I Q R.O.W. I� PAY LIMIT BOTTOM LANDING FOR RAMP (4'X4' MIN) ' I 2.0% MAX J I x 'p � I � 09 N I CV 4'X4' LANDING THE CITY OF Anna 4'-0" SIDEWALK 4'X4' CURB TRAIN �,� r 6" CURB 8.3% MAX CJ 2.0% MAX 1.2% MIN 2.0% MAX 1.2% MIN RAMP o000000000 / PLACE NEAREST EDGE OF DETECTABLE WARNING 2" FROM BACK OF CURB BLOCK OUT BARRIER FREE RAMP TYPE'C' FACE OF CURB 2'X4' DETECTABLE WARNING w H CA�O (V L� Of X- (VJ m-m Z w vNi aw mNU a o o w 0 V) Z Q � W Q N 0 <OJU C� N m H W 0 W W rt W W U N W Q *FOR STREET CROSSINGS WITH STOP OR YIELD CONTROL. REV DATE: MARCH 2O20 STANDARD DRAWING NO. PAV-12 4 -WATER LINE SANITARY SEWER STORM SEWER THE CITY OF TYPICAL UTILITY LOCATION REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. IN PAVEMENT PAV-13 NOTE: IN UNPAVED AREAS, INSTALL 2' x 2' x 6" CONCRETE VALVE PAD FLUSH WITH THE TOP OF VALVE BOX. REINFORCE WITH #3 BARS ON 6" CENTERS BOTH WAYS. CONCRETE SHALL BE IN ACCORDANCE WITH 5TH EDITION NCTCOG STANDARD SPECIFICATIONS ITEM 303 AND DELIVERED TO SITE BY TRUCK MIXER. NO SAC-CRETE WILL BE ALLOWED. 0 a O ROADWAY BASE 0 0 Q 0 4a O 4 IF VALVE OPERATING NUT IS -" MORE THAN 5' BELOW PAVE- MENT SURFACE - PROVIDE EXTENSION STEM TO 3' BELOW PAVEMENT SURFACE. DRAWING PERTAINS TO ALL GATE VALVE SIZES 4" THRU 12" MAIN THE CITY OF Anna T PAVING OR OTHER SURFACE MATERIAL 0 0 0 0 a O a O 4 VALVE BOX. PVC EXTENSION ALLOWED AS NECESSARY GATE VALVE TORQUE BOLTS PRIOR F T1 F TI TO BACKFILL. GATE VALVE BOX AND EXTENSION STEM N.T.S. GATE VALVE 4" TO 12" BOX & EXTENSION STEM REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-01 cr- U w UJ U UZ Q !L a- J 0^ 0Ld �w a D m 4 D oZ cw'10 Of zN (ifN U H Q w - 4 D (n 0 o .. wa �CD U Q "Z Cy w Of w DOO 0 wLi N w CL � w_� C) w m F- J w O w- U Of Z F- LLI W d U in N w UZ 0 w 4 4 D D FJ � F- J w H U N 4 D w a D 4 D 4 D 4 a p D TT/7� rTT/7 TT I Q -j z I I I Y d d D D o a 4 D D m a D z_ XVV4 cr- „Z l o 4 > 00 a_ N � 'NIW Q Ld Ld � Y Y w �U Q w Jui O U „Zl w JO U Q m N O w Q O w Z U 0 LL wUj 6O CD �00 N _ w U Z V U N U az N U U Q�0 Q Jp J O U U J J 0 U U m J Q Z = N Z Z THE CITY OF Anna VAULT CONSTRUCTION PLAN HORIZONTAL GATE VALVE >_ 16" REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-02 W F- = O H of W W W U W Z J oW N a W3i �O / WW(n p � Q_'QLLIUJ 0_ LLJ (/)W Q H QZW �0 W�� �J- ¢ Z W Li> QO_ m� � IM m 0- W 0� -j Q � " i-. H =� =p a p�cn ¢ >ZZ OZ (n0 Q' N cnto W Q �o �W M: TWO J~¢W (o U N Jof W U J 2 U W ° Z 2 Of Z Q<0 m W I N�(n 0_Wp O Z L = 0 IF- W L��O_ W ckf_'o of 0 cn ° x zQ ZOofm InoM-0 „zL `O oN (n Q ° co ao �(n of > ° kNih „2Z (n N 0 o c) - 0 00 -:"I f U 'N Q oa QQ Q J�JV3�0 r (D O Q c Ln 4k 8l 4k4 W I .3c > J Q > W o N ° / I G � O a m ° \�y N LLI N Z e N ° m W LLI a 0 O U J p Q W Q J ° o� _ a W LLJ C) - = Or ~ F- Z ° a Q a W o Uj LL_ O i 0 0 °/ w w (~i) mZ v> N F- O c) o' Of a � z a � > ° 0_ 0_ U QLLI 2 a U m e U ¢ > ° O C10 Z W ° CU ° W 0 LJ p (n a Q o ° 0 ° / w0� li m a~~W (nF- \ < (n ° /� oQQ 0_�01 ° ¢w �Z �p 0-j> - \ i U °LLI \ �m� -0,c) a O O(a m a 00 W w ° W ° W I in < >- a\ W W LJ W W W~ Z (n U m _ U O W Z > p Q 0 W U Y > U Y ¢ W U J wpZ jH L` Z Z J Q OUpJ Z OUpJ NU W -jW Q CD LLIZ LLIUwZN Q > " mW� LLI m 0_ F- m (n Ii�N> Q �0 J¢ Y Z �WQJQ �WW w 0NLLIQ NO �> N N - U YH¢ w a- 0 N a- Z o X ¢ Q Q Q O N 04m0_U N m U(n-Q UN m0_ N THE CITY OF VAULT CONSTRUCTION PROFILE REV DATE:MARCH 2O20 STANDARD DRAWING NO. HORIZONTAL GATE VALVE >_ 16" Anna WAT-03 00 SEE NOTE 2 O ° C O v Q v U O H ° Q v O O A ° ° A 1-4 + Ill e a O n n o v O° a NO. 5 BARS, 12" C—C NO. 6 BARS, 6" C—C SEE NOTE 1 PLAN VIEW (LESS MANHOLE FRAME & COVER INSTALLATION) N.T.S. GATE VALVE SIZE A B C D DIMENSION E TABLE F G H J K L M 16" 20" 20" 12" 12" 44 1 /2" 1 " 48" 12" 10" 24" 12" 16" 18" 20" 20" 12" 12" 51 3/8" 2" 48" 12" 12" 24" 12" 18" 20" 22" 18" 12" 12" 56 5/8" 1 " 54" 12" 12" 24" 16" 20" 24" 26" 14" 12" 12" 64 3/8" 1" 60" 18" 14" 30" 18" 24" 30" 28" 12" 12" 12" 80 5/8" 3" 66" 18" 18" 30" 20" 30" 36" 32" 8" 12" 12" 90 1/16" 4" 72" 18" 18" 36" 24" 36" 42" 34" 6" 15" 9" 107 3/4" 5" 78" 24" 20" 36" 30" 42" 48" 36" 4" 14" 10" 121 5/8" 4" 90" 24" 26" 42" 36" 48" 54" 36" 4" 9" 15" 142 1/2" 3" 102" 24" 32" 46" 40" 54" NOTES: 1. PROVIDE CORPORATION AND CURB STOPS A MAXIMUM OF 12" FROM EACH END OF GATE VALVE, AS SHOWN. CORPORATION AND CURB STOP SIZES SHALL BE 1" FOR 16", 20", AND 24" NOMINAL PIPE DIAMETERS; 2" FOR 30" AND LARGER DIAMETERS. 2" TAPS SHALL BE MADE AS A 2" FLANGED OUTLET WITH INSULATED ADAPTOR KIT. COPPER RISERS SHALL BE PROVIDED BETWEEN THE CORPORATION AND CURB STOPS. CURB STOPS SHALL BE INSTALLED AT AN ELEVATION 12" ABOVE THE TOP SURFACE OF VAULT BOTTOM SLAB. 2. POLYURETHANE CUSHION PAD. THE CITY OF VAULT CONSTRUCTION DIMENSIONS REV DATE:MARCH 2O20 Anna STANDARD DRAWING NO. VERTICAL GATE VALVE >_ 16" WAT-04 32" OR 40" CAST IRON— M.H. FRAME & COVER AS SPECIFIED BY OWNER 2" COVER (TYP.) .o 12" 2" COVER (TYP.) PRECAST OR CLASS "F" REINFORCED CONCRETE CAST — IN —PLACE M.H. 2" COVER (TYP.) N �• ° ° • • N 24" (TYP.) 8" (TYP.) 0 IVA > •tea • 2" COVER ° (TYP.) e a oI. '�r 24" MIN. N0. 7 BARS, 12" C—C zQ J NO. 6 BARS, 12" C—C f� 2" MIN. 1,1711 'II., "o (o ii e D.I. PIPE RISER GROUT WITH MORTAR NO. 6 BARS, 12" C—C N0. 5 BARS, 12" C—C p O 2" COVER (TYP.) 1 12" (TOP OF PIPE) 1 /2 TO 1 SLOPE TYPE "A" COMPACTED 95% BACKFILL GRANULAR EMBEDMENT (TO TOP OF PIPE) SEE NOTE 2 -NO. 4 BARS, 12" C—C BOTH WAYS IN CLASS "F" CONCRETE. SECTION "A -A" REFER TO STD. DWG. WAT-04 FOR DIMENSION TABLE AND GENERAL NOTES THE CITY OF VAULT CONSTRUCTION SECTION REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. VERTICAL GATE VALVE >_ 16" WAT-05 w } m 7'-6Ld " w 0 U O Of = mo C)0L.j(Y O g w m w p p p D D p W 0- Z D Q =H �(n0 p p i— Q O w g0 (nr (n Li Q m /� D uj Q p Z N 0 d \ Of 0 D = �� U LLI/ UGo o Q (n0U wW J J p \ O / D Q O p D d CL rc 0 D - U Z Iw I 0 I� I W WW I a W z IOU 0 Q I �w I W a- Z 2' MIN. 2' MIN. I I 2MIN. 2' MIN. I I p p p p p 4 p O p p p p r W J Ld cn Q o Q W lim Ld U w� J w QQC� w (n w Z O Z< Z 0 V) F- 0 w O J J U U W 0 W Li W� �W'w 0 W U Z O Cj J m (nJ Q LL W m J 0 U J w Z 0) m 0) Z LJi THE CITY OF Anna VAULT CONSTRUCTION PLAN BUTTERFLY VALVE >_ 16" REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-06 LLI U X W = li U U pW� U�" J U 0 N Q Z~ Q V d U ��(n p0_�Q O U \G CD 0- UJ� ? 4 NZCLLJ �F-CLm� �Q a a qk Z20:� oQ�oo 00v' L O inUOF- U 2Z bi 8V3�O „Z M Xdvi „ZL�oJ Nw NIW „g C) o� m 0- �] p wQ a Z I I pOf O uia> QU = p^UJI o Um> 0 Z Q I 00 22� p > N N U a O o Wm ch z bd310Z „(n W CJ > O O ° � a ° 0° C)Id m E `� oa a p O � w Z o w� O ILLI J0 O LLI w „ZL Oo ° Or of W Z U O 0 �� O (U p tY 4 Q M� cn \W W H - C) 0 Q 2 O U N �Q Q d J ° 0 Of F- LL _ Z wF- UJI C5 H Q p - J Jz Q H I H W b W N Q N Z N ^ H Q� Y p N OW Ua_ Z 0 �ZN \< m'Jpp Q Q F- Z It O N } 4 Z W oa J\� U W J m \Y1 W W J U Q LEI Y m O \ w W l H WQ O p F W co co n U m Z Ld Y „Z <Ujm p> Zp cn pOQ cr-� Qz UJ w w�oo� LLj Q J O \ U N p Q x 0- J �j =UN^ JU z0of K-LLI >-< cn0ww Uz (n> �p> 0-N m>Li Q0-:2 J O N W O O U N —> THE CITY OF VAULT CONSTRUCTION PROFILE REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. BUTTERFLY VALVE >_ 1611 WAT-07 O w w pW w �QF-m I LLJ Q S p J < Q N 0 Z �(n Z J Q O Q J mo o= O >� J LLJ J J4JIn Z O QpQaf cn �WQ ZZ /lj 0pW J wWW �W of of Z ODU 0 z0 213NM0 �` �0 LLJ �z� p W LLJ NF- QY Ozwow2 Z puj ),8 43NIN2i3134 >p M p 0 Jim 2 z Z w m 38 Ol 1H013H < xN W p 2 >> Q����= J W U aZ „0 110 Z �� �Zi� c�Q z�- ] L510 N (n N > Q N U O O H� 0 p Z Z W Q p Z:2 W Z:< WIN 'NIN EdJ W O 0 Zcrcn w 0 = o< x 2� „0—,l mU z �0mw2a c� w Zp� QO� mJ¢Ld LL UJ J J U J FZ 2 Z QUQU Q N J 0 O J Of LLJN % ~ w O W LLJp w Z O J �w UZ F- J (nQJ0Q of ro ZZ 00 >0 W m— o> > O Nm o o �0 Qo �zQY100 vi coQ LLJ o p = � z af C � o I( ofQ LLJ o F- LLJ V) J ., ^ S W > V) CD �Z O Z Q o LLj > J ZQ U m> Y Q J LLJO U Q U ~ J U U Z w w Q > W U 0 z 0 J W( n N z �p pmfZOo o = W J LLJ UQ w� pcn J �Q ��%TV'l/i��U OW �w a a pU � CD ZLLO �Q� SOU V)y m� J p w�LLJ (n LL 0 ° �° O Q l( ZJ pW~ 0 m Qm ZQ ~ p IL LLJ U m p N p N Q W � ZW 00 Q p Q H 0 w J z W >L �o 0' W Qa t. D zo N 0-0- Z U < W > <Q C7 Q W 0 w Z N D °a ° LLJ > EL - - - p (n J LLJ L�.I Q Z W m LLJJ N Of 2 Q m � > 0 W mo O O 0 Lu G✓> > Z w� Q Q N W m W W I > N O O w 0 Ul U = U THE CITY OF COMBINATION AIR VACUUM VALVE REV DATE: MARCH 2O20 STANDARD DRAWING NO. TYPE "1'I Anna WAT-08 NOTE: WHEN NOT IN PAVING OR WALK, A CONCRETE PAD REINFORCED W/ #3 BARS AT 12" C—C EACH WAY, SHALL EXTEND A MINIMUM OF 2' AROUND THE M.H. AND VENT PIPE, AND SHALL BE A MINIMUM OF 4" THICK. PRECAST GRADE RINGS ---i CAST IN PLACE OR PRECAST TOP #7 BARS AT 12" C.—C, BOTH WAYS (CAST—IN— PLACE)--\ WARNING SIGN WITH TELEPHONE NUMBER ATTACHED BY STRAPS 1 /4" X 3/4" GALVANIZED STRAPS DRILLED TO D.I. PIPE STD. 40" C.I. FRAME AND COVER THIS RISER SHALL BE AS NEAR — AS PRACTICAL TO R.O.W. LINES, AT LEAST 6' BEYOND SHOULDER 7 OF ROAD FINISHED GRADE WHEN NOT IN EX. OR PROP. STREET OF[8" MIN. e 8" MIN. (CAST —IN —PLACE) , — � U 2" CLEAR Q 00� z ° ° cfl N 0211[olfl 2—PIECE VALVES MAY BE USED ON 4" AND LARGER COMBINATION AIR VALVE BLIND FLANGE, BORED — DRILLED AND TAPPED FOR ° SUMP VALVE ABOVE ° 6" 0)0 ° 6" P.V.C. 12" WATER STOP 0 4" P.V.C. ° 0 DRAIN PIPE IF ° REQUIRED BY ° e OWNER. ° C ° a O FINE CRUSHED ROCK POCKET ON CORNER (SEE TOP VIEW, 4100 B) ° GROUND — LINE -PRECAST OR CAST — IN —PLACE M.H. TO BE CLASS "F" CONCRETE #6 BARS AT 12" C.—C. BOTH WAYS (CAST —IN — PLACE) RISING GRADE SEE AIR VENT STD. DWG. NO. WAT-10 I 0 I CV 0 I CV 0 I (V a a 1� w m oOf �w =o c� } wm a z 0 LJ `6" D.I. PIPE ° FILLED WITH BOLTED CAST COUPLING CONCRETE, 5' ROCKWELL 441 OR EQUAL MIN. BURY DEPTH ° o COMBINED AIR AND VACUUM AIR RELEASE VALVE FLANGE MOUNTING ° ON INLET SIDE 12' GATE VALVE WITH HAND WHEEL, FLG.x FLG. 0 ° 0 / INSULATED FLANGE CONN. ° ASSEMBLY. ° n °° e 0 0 ° FLANGED OUTLET, STEEL BOLTS NOTE: CLASS "F" CONCRETE ON 4" AND LARGER TWO PIECE COMBINATION AIR VALVES, THE OUTLET PIPING OF THE -UNDISTURBED EARTH SMALL VALVE SHALL BE VENTED INTO THE OR ROCK SIDE OF THE LARGER VENT PIPE THAT GOES ABOVE GROUND. TYPE "2" AIR VALVE N.T.S. THE CITY OF COMBINATION AIR VACUUM VALVE REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. TYPE "2" SECTION WAT-09 GALVANIZED IRON OR C.I. CAP n SECTION "A-f EXPANDED METAL SCREEN - GALVANIZED CARBON STEEL 1/2"-18 GAUGE A-1 AIR VENT N.T.S. GALVANIZED IRON C.I., OR D.I. PIPE I AIR VALVE GATE VALVE FLG. OUTLET MIN. FITTING HEIGHT VENT PIPE D M.H. DIA. 2" 2" 8" 26„ 2" 5' 3" 3" 18„ 31.E 3„ 5' 4" 4„ 18" 38" 4" 5' 6" 6" 18" 46" 6" 5' 8" 8" 18" 53" 8" 6' 10" 10" 20" 62" 10" 6' 12" 12" 24" 72" 12" 6' I N CRUSHE ROCK POCKET "—, I *kN krl 0� I Y P.V.C. DRAIN PIPE PLAN VIEW N.T.S. THE CITY OF AIR RELEASE VALVE AIR VENT REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. TYPE "2" WAT-10 .a xN 0� mLLI J Q W ZZ W X LLIp °aD ~ �mJ </ N W Q W � wZJ W cnwp OQ Y� a z w Q W 0 O C U 0 w 3: co w W O N p p m H H a wJ z NCfZ 0 �LJ Z W U U D p J Q �I z I o0 N p W Of Liz cn �0 z I 0 0 10� I = Q~ zz I 0 D w � � p N I \_ 0 I N N �I o Z �I 0 H J� m N 00 N p a . m Ow D �? C)c' O ° Of U 0 0 O w o 0— \Q rM > 0 \ O F— Z O O LLI D W D Q d � Z O w I— Q D° : °e THE CITY OF FLUSH POINT INSTALLATION REV DATE: MARCH 2O20 STANDARD DRAWING NO. TYPE "1" Anna WAT-11 N J O J O z O a W m J Ln t Q a Q W I Q(If cD z W W J N w WL'I� J UO~ Q (n J Z �D- Q Z �' Q Z W H ?i Q U w Q U J X Q w z LLJ J z 2 Q� W Wm pW Q JO O�v O Z� Z > Z pp=(n>Q m =Q U >z - � w �mz O X cf) 7—z JQ (nW JO QQ Y J ~ m Z(n p m~ J W z LLJ W(nWX O-i z m0 m U UOJ z Q� w O(n -Ld - QL'jWw x W LLQp SZ- W N z I- J z J J Q = W p p z UQ (W 0 0— N W w)- J Q Q Q (n N W J Q J L� Q 2 z w 0 Of (n W Q Z � W J W U W 2 U) Z Q �OO< QO ~(n� N Jp p p (LLJ n 2 m )- W mw H � U O QpJ ��Z0-a-0-1W� U' <2>OQY J p Qw W O W N W'� 0vi Q p 0zo � =p n— 0� WU O W 0-1� z 0-J J Q = -- W X = 2 U w Q O W Z0 no E:2 Q2m Q� Him L� O 0 0 W Ii0 W Z Z W O Z N ri 4 Ln 6 r-� co a THE CITY OF Anna ti Z_ W O > O J s a Lu > •p..:O• W • • O z Q O_ Q O � � W W m _ lh� Q Ld p Q U 2 LL O cr w O J W J J W W w U Q > LJ _ m U 0 2 � U p (n r- W Z W H 3: U I 0 LU zwofz X -1 0 = < Z zQ �0} r') c0 m Q = FIRE HYDRANT INSTALLATION L LJ J m a Q 1J Q p w � p > N W LLJ N 0 J O Ul 2 _ W W U � O J Y m U �O Ul m =0 �z REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-12 #4 BARS 18" ON CENTER EACH WAY (TYP.) OUTSIDE EDGE OF VALVE LID OUTSIDE EDGE OF (4) #3 BARS (TYP.) FIRE HYDRANT STEM [f- 3" CLR. TYPICAL MIN. / ----------�%-�---+--- - ---- �� ----------- P.C. THE CITY OF Anna 3' WIDE BY 6" THICK 4,000 PSI CONCRETE PAD. (LENGTH VARIES) PLAN VIEW - REBAR N.T.S. F.H. PLAN VIEW - PLACEMENT N.T.S. FIRE HYDRANT .'' WiTo 41/ 1110 11 REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-12A �i wOLLJ mw p �0 0 - zoo Of W W UQ J W N N E d J Q H ofof Q m W p O W Z- ~Q �>- UH w LLIm 02 UW X� ZW wJ CD 2 O U N W a J J O (np m NZ2�Q 0 O- H = Z 0_ 0_ U) O a_p W H U U 2 w Of F- LLB} (nN >Hw0Z � m U U W W �` � LL.p Z O O� Z� Ow (w�HZ 0 ZO U N m? w a H W �� O'J 0 �(n JU Q� wJwJQJ> Q IF- Q 2 0 0 0f):f 2 U W Z 2 W Y D' Z H OJ m 3: N (n (n W (n (n Q g 0 Z N N NIW o 0 o JI I w a „Ol �w (umn) I I >m � � J Oo ® o I > - O I Q X (n 0 0 Q U w O O I ��� 0_ 2 I� X 0 C� ~ < W In O O O I I O0� w 0_ w w000 �CL Q Q' J W H Z I > a= oOfa w� UO> m3 Ow p 4 c (n < DCL e Q W J J W :W < W 0 J J O JU m e P 0 0 N w w N d> W (n J LLIZ J ° J w > w �NJ Z= a c� U a (n ° U U w 0 - Z LLI Q 00 0 OJ F- w > D D 'I w Q i7 D o_ o_ 0 0 ° U °e [if Q¢ THE CITY OF WATER SERVICE INSTALLATION REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. 1" LINE WAT-13 w o m Lei z LL N J O Z W a J w L N Q Q �W'(n N wWH W 0 O LLI — = N� z c.�=w Zwm02 Z X t U w 0-- J 0 N H J m zQ 0 = Z J in J J W w H of 0~ 0U — 0 CJ w O _ HJ L� W w ~ wr W Of Ni= cn �w OZ z� J J m W U m W m W 00> > Q wo Ow jz�2H� ZOO Q W m L- U U L � U -w� W W W ?� W J� N m_j W Q Q(/j Q X O H0- W WJ 0 �(N JU Q J Z LSO i m N ULo � Q 2 0 0 0 Y N W H OJm Q=U WZ=W �iN DO (nW N(n Q N W O z N m � � O O N wC) <Lj w z vi o O O Ld NIW )"N, V4 z 0 0 w w Q z z 0� ~~ Q= N c0 U)LLJ � m� w W ia� OW F- 0 U 0 CL :2 ° ° D F wd O O w�W ° JQOw_ )-j JWw Q 2 0U)~Z ZWJ OwZ n� 0 0000 Q Qcn WD O QQ� Z WO VJ O JF- Lv J Q OJ 04 0 OZ X Z LLI °e zDoNW af Z LLJ � 3 00 U THE CITY OF WATER SERVICE INSTALLATION REV DATE: MARCH 2O20 STANDARD DRAWING NO. 1-1/2" OR 2" LINE Anna WAT-14 O X O X X LL Q � O O L` X N J= (n � wwXX�`���� � � ucni >oo N O O J �vv� (n Z Z U m J m ~�Uw w H � Id- CO O W O W N L� (n � N N M - Q QH(nQ WI Q X X O C� O O W Z U � G✓QU� ~ aQaaQQQaQQ Z wwwwwwwwww O O Q 0= N-J — — — — — — — — II � II II � II I I M I I I I II � II I I I M I II O II II II II II �I I� II II „oz „-V2 L----------J Z9 M N z O O ~ J U L� j� W �v{ Of p O THE CITY OF 4" COMBINATION WATER SERVICE REV DATE:MARCH 2O20 Anna STANDARD DRAWING NO. WITH 4" METER WAT-15 (if Z 0 `n Z p W � � J > F- c� Nd OY W V) � Lal Od wU OfN0 QWD �� U V0� Q V) V) Z V) L'A >- F-a U) 0 W ZpZ d J Z)OQJQ Im U LN QJ U- . ZLLI \ V J �W Of U UV)m / VOm 0 ch F-W H m �` / Cif Op aM C OWL � U O LLI J Z QowUj W �a �W w� Q� Q Z J F-0� wQ U C�� ZLLJD ZEn �U ..\� / \! Z 0>- V) H J ILL. Y �0� DMZ > QN 0- OLid Z �' LLI QO Z Z Q Q HO-Q �U Qp Q UZ Up LLJ UU j ; < \ \� \ F-U0 X DU Jw N N m OwU Ld Z F� \ QCL W \� m N W: J 0 J Cif 0 F-0CL CL CL w ILLI N Q U \� C� m" H� W O CL � �� // QV)QQ ZD Q QZZ� w W U U �•'• ..:�; NUN WQ F CLQQW. Cif c' \ N ZLLI J w Q U \ • :: / Z U W Q J W w= m Q LLJ/ w J N H U r Z M C' U CL W Q F N Z ~ W W W CL W _ ~ W WOW \/ m Q 2 p Q U O Q F- C_W \ Z CL m �' H Q N C= NU) JQ WLL10 // \/ 0= ZO QQ V) w 0p J _LLI �' w HZafF- C' ch JCD �/ U Z�' Q wUU� LLJ C� �Q F-0< \ j' LdU) O wC3 j 0E-=w Q U > NU U- m0-Q (n J \' J �/ '// ^ U' 0 J 0 V) V) Q �ZZQ Z W H V) W � Z �` pN \ X N < Q0 J�U ch 0 U = U H CL 0 p 0 J CL F, H W m In m DM 0_FW UUZ J�mJ W w a- LLJ Ld QWQ OU m wOQ O(L� (L OW0� R NwN Q Q WEW QO LLJ WHno wZ U) 0- wQw=Cm w Q n m0 ♦ ♦ D • \ _jQcQ Q � Q �� LLrL �- V) Lyf U� D ,D,D D D D D cZc �G�1 Vi Z V � W Z m �V) 0 W V JCL V .MiN �_ Z :.` DDDD DDDo ,D°D°D° DDDDDDD \ L \ W W CL� W X W 0 W (n �' W (n W W w� 1. «'f� Q� ♦ DDDD J Z DDDD D D W W w DDDDDDD DDDDDD \\/ Q CL CL CL �' C 2 2 V) O �' W CL 0 0 0 Q U U Q U Q U = Q 0 O j DDDD a > O J DDDDDDD DDDDDDD \/ N M co F- � Ln Z .DDDD W D D U {DDDD J � In Q J DDDDDDD D D D D \\ \ I •• w 0 0 C, N W `DDDD ~ c DDDD L� W Q a Q DDDDDDD DDDD°D \\ / \ Z Z ♦DDDD LLJ D D D D w Q LLJ DDDDD D DDDDDDD D D D \ \ / O N wQW •DDpDD;D X 0 w F-DO Q DDDDDDDDDDDo LLIZ 0� a oZ DDDD DDDDDD /\/ l = 0 '^ VW O Z F N o / \� H=) �—QZ HQ ULJ \� 0 J mLL Z>U 00 wm~ w~ UQW w a- VJ J U THE CITY OF ENCASEMENT PIPE REV DATE: MARCH 2O20 STANDARD DRAWING N0. WATER LINE BY BORE A��� WAT-16 VALVE��""� AC WATER LINE N.R.S. FLANG__ VALVE BOX PAD WATER LINE NOTE: 1. MUST BE DISCHARGED INTO STORM SEWER, BRIDGE OR CULVERT. THE CITY OF Anna SCHARGE PE SHALL BE UCTILE IRON 4lis:321,12I1] ��JCKING AS REQUIRED DISCHARGE LINE FLAP VALVE �\ VALVE BOX PAD P� 3'X3' PAD OF 3" TO 5" D I A. RIVER ROCK BLOCKING RIP-RAP AS REQUIRED g" MIN DEPTH BLOW OFF VALVE INSTALLATION REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-17 ITEM ITEM / DESCRIPTION OPTIONAL BY ❑THER 1 2' WATER FLOW RESTRICTOR 2 SAMPLING POINT 3 2' PVC PIPE 4 UV RESISTANT LOCKABLE DOME ENCLOSURE 5 LOCKING POINT 6 REMOVABLE ACCESS PLATE 7 CONTROLLER 8 AUTOMATIC DRAIN 9 2' AUTOMATIC VALVE 10 SDR 35 SEWER PIPE 11 2' SS MIP INLET X X 12 2' MIP x COMPRESSION ADAPTER X 13 ❑-RING CONNECTOR 14 1' CLEAN ROCK X 15 1 DEBRIS PLATE NOTES: 1. AUTOMATIC FLUSHING DEVICE SHALL HAVE A 2" STAINLESS STEEL MIP INLET, THAT WILL LEAD VERTICALLY TO THE BOTTOM INTO A 2" AUTOMATIC FLUSHING VALVE. 2. THE FLUSHING VALVE SHALL CONTROL THE FLOW OF WATER THROUGH THE HYDRANT AND ITS DIAPHRAGM WITH THE EXTENSION AND RETRACTION OF A DC LATCHING SOLENOID AND HAVE A 220 PSI RATING. 3. EACH UNIT SHALL BE FURNISHED WITH A STAND-ALONE VALVE CONTROLLER. VALVE CONTROLLER WILL NOT REQUIRE A SECOND HAND-HELD DEVICE FOR PROGRAMMING. CONTROLLER MUST HAVE MINIMUM OF 12 POSSIBLE FLUSHING CYCLES PER DAY. 4. SHALL BE SUBMERSIBLE TO 12 FEET, OPERATE WITH A 9 VOLT BATTERY AND HAVE RESIN -SEATED ELECTRICAL COMPONENTS. 5. SOLENOID SHALL HAVE NO LOOSE PARTS WHEN REMOVED FROM VALVE. REMOVAL OF 2" SOLENOID VALVE SHALL BE POSSIBLE VIA AN 0-RING CONNECTOR LOCATED UNDER THE VALVE AFTER REMOVAL OF STAINLESS STEEL ACCESS PLATE. 6. VALVE ASSEMBLY SHALL BE CONTAINED WITHIN A UV -RESISTANT LOCKING COVER. 7. UNIT MODEL # SHALL BE 9400 AS MANUFACTURED BY KUPFERLE FOUNDRY COMPANY. MODEL #9400 ST. LOUIS, MO. 1-800-231-3990, OR APPROVED EQUAL. 8. FLUSH WATER LINES FREE OF DEBRIS BEFORE INSTALLATION AUTOMATIC FLUSHING DEVICE N.T.S. THE CITY OF AUTOMATIC FLUSH VALVE REV DATE: MARCH 2O20 Anna, RURAL INSTALLATION STAWAT-18NO 2 2 DIFFUSER / TRAP 8" WALL NOTES 1) DIM'S t 1/8" U.N.O. 2) LID MATERIAL: HDPE 3) BODY MATERIAL: LLDPE 4) WALL THICKNESS: 3/8" MINIMUM 5) I.W.A. = INSIDE WORK AREA (ED DFW PLASTICS, INC. PO BOX 648 BEDFORD, TEXAS 76095 (817) 439-3600 (817) 439-3700 (f) -114f 11 _ 0oo06AV 300007C0 a000 =�0= 0�0=0 popopo0opopopop 0�0�0�0�0�0�0 O�Op,���p�p,0�0 0L #—Opopopo0o0000 3 17 4 ow— 0— 0� 0 0 0�0 epepem 0� O 0 —10 0 °p°po op0�0�000 0 00j 00 tl0�N 00 o k,Y jQ 3aV o 048' x DEEP RECESS VV W/ 01.88 x 2.50 KNOCKOUT FOR ENDPOINT DFW37C-1 KFDEEP ANNA-LID - I 208 7 1212 DFW37C-12-130DY DFW—KEY LID KEY F IKNOCKOUT DEEP I DEEP RECESS ANNA CITY OF ANNA fERoO zg i000-0O am I-0 o v T 0 p 0 oaa 1°off e DFW37C-12-1 KFDEEP ANNA i � 14z� �128� DFW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. THEREFORE, DFW PLASTICS, INC. RESERVES THE RIGHT TO CHANGE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. CREATED: 12/17/2019 D F W 3 7 C 1 2 1 K F D E E P ANNA UPDATED: 12/17/2019 THE CITY OF Anna ACCEPTED: JMc THIS DRAWING IS THE PROPERTY OF DFW PLASTICS, INC. DRAWN BY: RMc PLOT SCALE: NTS WATER METER LID REV DATE: MARCH 2O20 STANDARD DRAWING NO. METERS UP TO 111 WAT-20 1j--� I~f~15j---� 0—DFW PLASTICS, INC.oO ��0�0�000�0 000000000000000 000000000000000 �W�0-0pm0 ��0 At1ll8 0=�0 266 Oa0 Om0 0�0�0�0�0�0�0�0 0°0�0�0�0�0�0°0 0-0-0-0 0-0-0-0 0 00�0-0-0-0 0 0 0 46-46 Oo •4N3d'ltld oQoO 04j' x 8' DEEP RECESS W/ 01.88 x 2.50 KNOCKOUT FOR ENDPOINT DFW65C-1SFDEEP ANNA-LID DFW65C-14-1 SFDEEP ANNA KISS OFF DETAIL SECTION A -A 30 z j WALL NOTES 1) DIM'S t 1/8" U.N.O. 2) LID MATERIAL: HDPE 3) BODY MATERIAL: LLDPE 4) WALL THICKNESS: 3/8" MINIMUM 5) I.W.A. = INSIDE WORK AREA (ED DFW PLASTICS, INC. PO BOX 648 BEDFORD, TEXAS 76095 (817) 439-3600 (817) 439-3700 (f) J SIDES ARE J BOWED OUT 1/2' BOTTOM VIEW BOTTOM FLANGE IS 2}' WIDE TAPPED HOLE 21 DFW-KEY DFW-SBLOCK-XL LID KEY 181 151 DFW65C-14-BODY DFW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. THEREFORE, DFW PLASTICS, INC. RESERVES THE RIGHT TO CHANGE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. CREATED: 12/17/2019 D F W 6 5 C 1 4 -1 S E D E E P A N N A UPDATED: 12/17/2019 ACCEPTED: JMc THIS DRAWING IS THE PROPERTY OF DFW PLASTICS, INC. DRAWN BY: RMc PLOT SCALE: NTS THE CITY OF Anna WATER METER LID REV DATE: MARCH 2O20 STANDARD DRAWING NO. METERS FROM 1.511 TO 211 WAT-20A I no on Q PLAI` N.T.S. We THE CITY OF Anna TYPICAL TRENCH WIDTH Bd 120` Q 0 LLJ 0 D � I C SECTION X-X N.T.S. HORIZONTAL THRUST BLOCK AT PIPE BEND (1 OF 3) VT X INT REV DATE: MARCH 2O20 STANDARD DRAWING NO. WAT-21 I.D. (IN.) T (IN.) A = 11.25` (FT.) 0 22.50` (FT.) E (FT.) 4,6,8 0.4 1.5 1.5 0.9 10,12 0.5 1.5 1.5 1.2 16,18 0.6 1.5 1.5 1.6 20 0.7 1.5 1.5 1.8 24 0.9 1.5 1.5 2.1 30 2.9 1.5 1.9 2.6 36 4.5 1.5 2.3 3.3 42 5.0 1.8 2.6 3.8 48 5.5 2.0 3.0 4.3 54 6.0 2.3 3.4 4.8 60 6.5 2.5 3.8 5.3 66 6.8 2.8 4.1 5.7 72 7.5 3.0 4.5 6.3 78 7.5 3.3 4.9 6.7 84 8.0 3.5 5.3 7.2 90 8.5 3.8 5.6 7.7 96 9.0 4.0 6.0 8.2 I.D. (IN.) A = 11.25° I.D. (IN.) A= 22.50° G (FT.) THRUST (TONS) EARTH ROCK G (FT.) THRUST (TONS) EARTH ROCK A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) 4,6,8 0.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 4,6,8 0.8 2.0 1.5 1.5 0.1 1.0 1.0 0.1 10,12 0.6 2.2 1.5 1.5 0.1 1.0 1.5 0.1 10,12 1.1 4.4 2.0 2.5 0.3 1.5 1.5 0.1 16,18 0.8 5.0 1 2.0 2.51 0.3 1 1.5 2.0 0.2 16,18 1.6 9.9 3.01 3.5 1 0.6 2.01 2.5 0.3 20 0.9 6.2 2.0 3.5 0.4 1.5 3.0 0.3 20 1.8 12.3 3.5 3.5 0.7 2.0 3.0 0.4 24 1.1 8.9 3.0 3.5 0.5 1.5 3.0 0.3 24 2.2 17.7 4.0 4.5 1.0 3.0 3.5 0.5 30 1.4 10.4 3.0 3.5 0.6 2.0 3.5 0.4 30 2.7 20.7 5.0 4.5 1.5 3.0 4.0 0.8 36 1.7 15.0 3.5 4.5 0.9 2.0 4.0 0.5 36 3.3 29.8 5.5 5.5 2.3 4.0 4.0 1.3 42 1.9 20.4 4.5 5.0 1.5 2.5 5.0 0.8 42 3.8 40.5 7.0 6.0 3.9 4.5 5.0 2.1 48 2.2 26.6 4.5 6.0 2.0 2.5 6.0 1.1 48 4.4 52.9 8.0 7.0 5.7 4.5 6.0 2.8 54 2.5 33.7 6.0 6.0 3.0 3.0 6.0 1.4 54 4.9 67.0 9.0 8.0 8.0 6.0 6.0 4.1 60 2.7 41.6 6.0 7.0 1 3.8 3.0 7.0 1.8 1 60 5.5 82.7 9.5 1 9.0 10.61 6.01 7.0 5.3 66 3.0 50.3 6.5 8.0 5.1 3.5 8.0 2.7 66 6.0 100.1 10.5 110.0 14.1 6.5 8.0 7.2 72 3.3 59.9 7.5 8.0 6.3 4.0 8.0 3.3 72 6.6 119.1 11.0 11.0 17.6 7.5 8.0 9.1 78 3.6 70.2 8.0 9.0 8.1 4.0 9.0 3.9 78 7.1 139.8 12.0 12.0 22.5 8.0 9.0 11.7 84 3.8 81.5 8.5 10.0 10.3 4.5 10.0 5.3 84 7.6 162.1 13.0 12.5 27.2 8.5 10.0 14.8 90 4.1 1 93.5 1 9.5 110.0 12.2 5.0 10.0 6.3 1 90 1 8.2 186.1 14.0 13.5 33.7 9.5 10.0 17.7 96 4.4 106.4 10.0 11.0 15.0 5.0 11.0 7.4 96 8.7 211.7 15.0 14.5 41.2 10.0 11.0 121.8 TABLES OF DIMENSIONS AND QUANTITIES THE CITY OF HORIZONTAL THRUST BLOCK REV DATE: MARCH 2O20 STANDARD DRAWING NO. AAnna AT PIPE BEND (2 OF 3) WAT-21A I.D. (IN.) A = 30° I.D. (IN.) A = 45° G (FT.) THRUST (TONS) EARTH ROCK G (FT.) THRUST (TONS) EARTH ROCK A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) 4,6,8 1.0 2.6 2.0 1.5 0.2 1.0 1.5 0.1 4,6,8 1.5 3.9 2.0 2.0 0.2 1.5 1.5 0.1 10,12 1.5 5.9 2.5 2.5 0.3 2.0 1.5 0.2 10,12 2.2 8.7 3.5 2.5 0.5 2.0 2.5 0.3 16,18 2.2 13.2 3.5 4.0 0.8 2.5 3.0 0.4 16,18 3.2 19.5 4.5 4.5 1.2 3.0 3.5 0.6 20 2.4 16.3 4.5 4.0 1.0 3.0 3.0 0.5 20 3.6 24.1 5.5 4.5 1.5 3.5 3.5 0.7 24 2.9 23.4 6.0 4.0 1.4 3.5 3.5 0.7 24 4.3 34.6 8.0 4.5 2.3 4.5 4.0 1.1 30 3.6 27.5 6.5 5.0 1.9 3.5 4.0 0.9 30 5.4 40.6 8.5 5.0 3.2 5.5 4.0 1.6 36 4.4 39.5 7.0 6.0 3.4 4.5 4.5 1.6 36 6.5 58.5 10.0 6.0 5.3 6.5 4.5 2.6 42 5.1 53.8 8.0 7.0 5.1 5.5 5.0 2.5 42 7.5 79.6 11.5 7.0 8.1 8.0 5.0 4.2 48 5.8 70.3 9.0 8.0 7.4 6.0 6.0 3.7 48 8.6 104.0 13.0 8.0 11.9 9.0 6.0 6.3 54 6.5 89.0 10.0 9.0 10.3 7.0 6.5 5.3 54 9.7 131.5 15.0 9.0 17.1 10.5 6.5 8.9 60 7.3 110.0 11.0 10.0 13.9 7.5 7.5 7.3 60 10.7 162.4 16.5 10.0 23.1 11.0 7.5 12.0 66 8.0 132.9 12.5 11.0 18.9 8.5 8.0 1 9.6 66 111.8 196.5 18.0 11.0 1 30.1 12.0 8.51 16.2 72 8.7 158.2 13.5 12.0 24.0 9.0 9.0 12.3 72 12.9 233.9 19.5 12.0 38.6 14.0 8.5 20.7 78 9.4 185.6 14.5 13.0 30.0 10.0 9.5 15.6 78 13.9 274.5 21.5 13.0 49.8 14.5 9.5 25.9 84 10.1 215.3 15.5 14.0 37.1 10.5 10.5 19.5 84 15.0 318.4 23.0 14.0 61.2 15.5 10.5 32.6 90 10.9 247.1 16.5 15.0 45.0 11.5 11.0 23.9 90 16.1 365.5 24.5 15.0 74.5 17.5 10.51 39.6 96 11.6 281.2 18.0 16.0 55.5 12.5 11.5 28.9 96 17.1 415.6 26.0 16.0 89.5 18.5 11.5 1 48.5 I.D. (IN.) 0 = 67.50° I.D. (IN.) A = 90° G (FT.) THRUST (TONS) EARTH ROCK G (FT.) THRUST (TONS) EARTH ROCK A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) A (FT.) B (FT.) VOL. (C.Y.) 4,6,8 2.1 5.6 3.0 2.0 0.3 2.0 1.5 0.2 4,6,8 2.7 7.1 5.0 1.5 0.4 2.0 2.0 0.2 10,12 3.1 12.6 5.5 2.5 0.8 3.5 2.0 0.4 10,12 4.0 16.0 6.5 2.5 1.0 3.5 2.5 0.5 16,18 4.7 28.3 7.5 4.0 1.9 1 5.5 3.0 0.9 116,18 1 6.0 36.0 1 9.0 4.0 2.4 4.5 4.0 1.0 20 5.2 34.9 9.0 4.0 2.3 5.5 3.5 1.2 20 6.6 44.4 10.0 4.5 3.1 6.0 4.0 1.5 24 6.2 50.3 11.5 4.5 3.5 6.5 4.0 1.6 24 7.9 64.0 14.5 4.5 5.0 8.0 4.0 2.1 30 7.8 58.9 12.0 5.0 4.8 7.5 4.0 2.2 30 9.9 75.0 15.0 5.0 6.7 10.0 4.0 3.3 36 9.4 84.9 14.5 6.0 8.2 9.5 4.5 3.8 36 11.9 108.0 18.0 6.0 11.4 12.01 4.5 5.3 42 10.9 115.5 17.0 7.0 12.8 11.0 5.5 6.3 42 13.9 147.0 21.0 7.0 17.8 14.0 5.5 8.7 48 12.5 150.9 19.0 8.0 18.4 13.0 6.0 9.2 48 15.9 192.0 24.0 8.0 26.2 16.0 6.0 12.4 54 14.0 191.0 21.5 9.0 26.0 15.0 6.5 12.9 54 17.9 243.0 27.0 9.0 36.9 18.0 7.0 18.1 60 15.6 1235.8 24.0 10.0 35.6 116.0 7.5 17.6 60 19.9 299.8 30.0 10.0 50.3 20.0 7.5 124.0 66 17.1 285.3 26.0 11.0 46.0 18.0 8.0 23.0 66 21.8 362.8 33.0 11.0 66.2 22.0 8.5 32.5 72 18.7 339.5 28.5 12.0 57.8 19.0 9.0 28.4 72 23.8 431.8 36.0 12.0 85.6 24.0 9.0 41.0 78 20.2 398.5 31.0 13.0 75.7 21.0 9.5 37.4 78 25.7 506.7 39.0 13.0 108.2 26.0 10.0 53.2 84 21.8 462.1 33.5 14.0 94.7 22.0 10.5 46.5 84 27.7 587.7 42.0 14.0 134.4 28.0 10.5 64.8 90 23.3 1530.5 35.5 15.0 114.4 124.5 11.0 58.2 90 29.0 674.6 45.0 15.0 164.9 30.0 11.5 81.2 96 24.9 603.6 38.0 16.0 138.9 25.5 12.0 70.0 1 96 1 31.6 767.5 48.0 16.0 199.0 32.0 12.0 95.1 TABLES OF DIMENSIONS AND QUANTITIES THE CITY OF HORIZONTAL THRUST BLOCK REV DATE: MARCH 2O20 STANDARD DRAWING NO. AAnna AT PIPE BEND (3 OF 3) WAT-21B �C{ Q a or THRUST o ° Y p U - w o o Q O o 4 1 m � D w d / O p \ w o Q m PLAN OF PLUG THRUST BLOCK N.T.S. C w af Q a Or u Q o N 0 o THRUST.- o C) o _ w O, Q O am / m a O a w D � � o Q m PLAN OF TEE THRUST BLOCK N.T.S.30 THE CITY OF HORIZONTAL THRUST BLOCK REV DATE: MARCH 2O20 Anna STANDARD DRAWING N0. AT TEES & PLUGS WAT-22 EARTH ROCK I.D. IN. THRUST TONS C FT. A FT. VOL. C.Y. A FT. VOL. C.Y. 4,6,8 5.1 1.5 2.5 0.3 2.0 0.2 10,12 11.3 1.5 3.5 0.6 2.5 0.3 16,18 25.5 2.0 5.5 1.6 4.0 0.9 20 31.5 2.0 6.0 1.9 4.0 0.9 24 45.2 2.5 7.0 3.1 5.0 1.7 53.0 3.0 7.5 4.1 5.5 2.4 36 76.3 4.0 9.0 7.3 6.5 4.2 42 104.0 4.5 10.5 11.0 7.5 6.2 48 136.0 5.0 12.0 15.6 8.5 8.7 54 172.0 5.5 13.5 21.4 9.5 11.9 60 212.0 6.0 15.0 28.4 10.5 15.7 66 257.0 6.5 16.5 36.8 11.5 20.5 72 305.0 7.5 17.5 47.2 12.5 27.2 78 358.0 8.0 19.0 58.9 13.5 33.7 84 416.0 8.5 20.5 72.3 14.5 41.2 90 477.0 9.0 22.0 87.7 15.5 49.7 96 543.0 9.5 23.5 104.8 16.5 61.0 GROUND GROUND �� B TRENCH WIDTH Ld Z Ld Bd o D I w iv a ° ° o o z ° o a o a O a o ° o 0 0 ASSUMED a O p p o O HORIZONTAL � O o p a VERTICAL COMPONENT a OF THRUST = a a TABULATED VALUE ° D O p REINFORCING ° D REINFORCING BARS BARS ° o o o #4 @ 12" CENTERS. a p a a O a ° ° D D FOR PIPE SIZES GREATER THAN 12" REINFORCING SHALL VARIABLE BE AS SPECIFIED Bd + 2' MIN. A (APPROX. SAME BY ENGINEER. LENGTH AS BEND) B ELEVATION "B-B" SECTION "A -A" N.T.S. N.T.S. 11.25° 22.50° 30° 45° 67.50° 90° I.D. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. I.D. (IN.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (TONS) (C.Y.) (IN.) 4,6,8 1.0 0.5 2.0 1.0 2.5 1.3 3.6 1.8 4.6 2.3 5.0 2.5 4,6,8 10,12 2.2 1.1 4.3 2.2 5.7 2.8 8.0 4.0 10.5 5.2 11.3 5.7 10,12 16,18 5.0 2.5 9.7 4.9 12.7 6.4 18.0 9.0 23.5 11.8 25.5 12.7 16,18 20 6.1 3.1 12.0 6.0 15.7 7.9 22.2 11.1 29.2 14.5 31.4 15.7 20 24 8.2 4.4 17.3 8.7 22.6 11.3 32.0 16.0 41.8 20.9 45.2 22.6 24 30 10.5 5.2 20.3 10.1 26.5 13.3 37.5 18.8 49.0 24.5 53.1 26.5 30 36 14.9 7.5 29.2 14.6 38.2 19.1 54.0 27.0 70.5 35.3 76.4 38.2 36 42 20.3 10.1 39.8 19.9 52.0 26.0 73.5 36.7 96.0 48.0 104.0 52.0 42 48 26.5 13.2 51.9 26.0 67.9 33.9 96.0 48.0 126.0 62.7 136.0 67.9 48 54 33.5 16.8 65.7 32.9 85.9 42.9 122.0 60.7 159.0 79.4 172.0 85.9 54 60 41.4 20.7 81.2 40.6 106.0 53.0 150.0 75.0 196.0 98.0 212.0 106.0 60 66 50.1 25.0 98.2 49.1 128.0 64.2 182.0 90.7 237.0 119.0 257.0 128.0 66 72 59.6 29.8 117.0 58.4 153.0 76.3 216.0 108.0 282.0 141.0 305.0 153.0 72 78 69.9 35.0 137.0 68.6 179.0 90.0 254.0 127.0 331.0 166.0 358.0 179.0 78 84 81.1 40.5 159.0 79.5 208.0 104.0 294.0 147.0 384.0 192.0 416.0 208.0 84 90 93.1 46.5 183.0 91.3 239.0 119.0 337.0 169.0 441.0 221.0 477.0 239.0 90 96 106.0 53.0 208.0 104.0 272.0 136.0 384.0 1 192.0 1 502.0 1251.0 543.0 272.0 96 THE CITY OF VERTICAL THRUST BLOCK REV DATE: MARCH 2O20 STANDARD DRAWING NO. AT PIPE BEND Anna WAT-23 GENERAL NOTES FOR ALL THRUST BLOCKS: 1. CONCRETE FOR BLOCKING SHALL BE CLASS "B". 2. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 PSI FOR DUCTILE IRON, P.V.C., AND 150 PSI FOR CONCRETE PIPE. 3. VOLUMES OF THRUST BLOCKS ARE NET VOLUMES OF CONCRETE TO BE FURNISHED. THE CORRESPONDING WEIGHT OF THE CONCRETE (CLASS "B") IS EQUAL TO OR GREATER THAN THE VERTICAL COMPONENT OF THE THRUST ON THE VERTICAL BEND. 4. WALL THICKNESS (T) ASSUMED HERE FOR ESTIMATING PURPOSES ONLY. 5. POUR CONCRETE FOR BLOCK AGAINST UNDISTURBED EARTH. 6. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD CONDITIONS WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 7. THE SOIL BEARING PRESSURES ARE BASED ON 1000 LBS./S.F. IN SOIL AND 2000 LBS./S.F. IN ROCK. 8. USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE AND BEND, TEE, OR PLUG TO PREVENT THE CONCRETE FROM STICKING TO IT. 9. CONCRETE SHALL NOT EXTEND BEYOND JOINTS. THE CITY OF THRUST BLOCK REV DATE: MARCH 2O20 Anna, GENERAL NOTES STAWAT-24NO EXI AT STUBOUT N.T.S. CUT AND REMOVE BELL OF EXISTING I'll CUT AND REMOVE BELL OF EXIST. PIPE REMOVE EXISTING CLEANOUT E ADAPTER JAIN ry Ld ST. w w MAIN Q OWNER APPROVED "C—T" ADAPTER, MADE o w OF FLEXIBLE MATERIAL Q Es w FLOW wo (POLYURETHANE, ETC.) -i J SECURED WITH TWO o STAINLESS STEEL w NEW MAIN 00 CLAMPS. "C—T" PIPE ADAPTER 00 AT CLEANOUT N.T.S. 111•11r21, THIS DETAIL FOR USE ONLY WHEN NEW MAIN WILL NOT MATE WITH EXISTING MAIN JOINT DUE TO DIFFERENT DIMENSIONS OR MATERIALS AND A MANHOLE IS NOT REQUIRED. r / STAINLESS STEEL STRAP "C—T" PIPE ADAPTER N.T.S. THE CITY OF WASTEWATER MAIN TIE-IN Anna, AT CLEANOUT OR MANHOLE STUBOUT REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-01 TO TOP 11 OF PIPE w Of w N w- -- -- ----- SPRING m E a LINE • ♦ a 12" a • , MIN 12" MIN. PROP. TOP OF CURB 12" MIN. PROP. PVMT. PRECAST BASE I&I BARRIER SEE SS-16 N.T.S. ROCK GEOTEXTILE FOUNDATION MATERIAL NON SHRINK GROUT STD. CAST IRON NOT MANHOLE FRAME & STUBOUTS TO BE MIN. E NO PAVINGCOATING, 5' LONG SUPPORTED BY COVER SPECIFIED EMBEDMENT SPECIFIED BY OWNER. ° 30" IN PLANS. STUBOUTS USE PRECAST CONC. 0 o o TO BE GROUTED AT GRADE RINGS & NON SHRINK _ O M.H. WITH NON SHRINK GROUT AS REQUIRED o I GROUT. STUBOUTS TO RAISE TO GRADE I "� SHALL ALSO BE FITTED MIN. 3 RINGS MAX 18" N WITH WATER TIGHT OF GRADE RINGS STOPPER OR CAP 6" GATOR WRAP SEE SS-16 c/) USE 0—RING RUBBER uj w GASKET (TYP.) (o Of INTERMEDIATE RISER d w ° o w O L NOTES: o� O I w 1. FIRST MAIN LINE JOINT TO BE A MIN. OF 5' 4', 5', OR 6' � w� LONG WITH CONC. CRADLE (FROM SAME POUR Q z b AS BASE) UNDER THE ENTIRE LENGTH. ° AS SPECIFIED ° o Q 2. IF FALSE M.H. BOTTOMS ARE REQUIRED, THEY SHALL ° BY OWNER ° N BE CONSTRUCTED, INSTALLED AND REMOVED PER z w STD. DWG. SS-15 z w 00 3. WHERE M.H.'S ARE OUTSIDE OF PAVEMENT, FRAME J & COVER SHALL BE CENTERED IN A 5'X5' CONCRETE ° °, J cn ° PAD CLASS "A" CONCRETE, 4" THICK = Q ° w J BASE RISER WITH "BUTT END" INTEGRATED INTO THE CLASS "F" CONC. BASE 6" MIN. MIN. SLOPE N Of w 1:12 SPRING LINE a ° m STUBOUTS TO BE FITTED ° WITH A WATER TIGHT STOPPER OR CAP 6" MIN. STUBOUTS TO BE A MIN. OF 5' LONG WITH CONC. CRADLE (FROM SAME POUR AS BASE) UNDER 12 THE ENTIRE LENGTH. MIN. CV Z GEOTEXTILE MATERIAL xt CLASS "F" CONCRETE ROCK FOUNDATION APPROVED RESILIENT PIPE —TO — MANHOLE CONNECTOR OR GASKET REQ'D. FOR PIPE OTHER THAN CLAY OR CONCRETE. THE CITY OF WASTEWATER MANHOLE REV DATE: MARCH 2O20 STANDARD DRAWING NO. PRECAST Anna SS-02 a ROOF OPTIONS I=> ADJUSTABLE FRAME FRAME CAST IN CONC. N.T.S. STD. M.H. FRAME & COVER STD. M.H. FRAMEAA 1/2" NON SHRINK AS SPECIFIED BY OWNER AS SPECIFIED B GROUT COATING Noo � ° 30 ; USE PRECAST CONCRETEGRADE RINGS & NONd SHRINK GROUT AS REQUIRED TO RAISE TO GRADE. FOR 5' & 6' DIA. M.H.'S (MIN. 3 COURSES) SEE TRANSITION DETAIL ° w 6" MIN. 4'— 0" ° 8" MIN. 5-0" & 6'-0" CLASS "F" CONCRETE MONOLITHIC POUR ° ° d �ch O 04 F 12" d ° 6" MIN. MIN. v i- Z O 12" a ° I 4 —0„ I ° IN. ° d ° 12" MIN. r 12" MIN. ° z d 5-0" & 6'-0" „ 8" MIN. d GEOTEXTILE ROCK FOUNDATION M ° MATERIAL TRANSITION DETAIL FOR NOTES 5' BC 6' DIA. M . H .' S 1. WHERE M.H.'S ARE IN "PROPOSED" PAVING, FRAME & COVER SHALL BE N.T.S. SET 23" BELOW THE PROPOSED PAVEMENT GRADE. 2. IF FALSE M.H. BOTTOMS ARE REQUIRED THEY SHALL BE CONSTRUCTED, INSTALLED AND REMOVED. PER STD. DWG. SS-15 APPROVED RESILIENT PIPE—TO- 3. WHERE M.H.'S ARE OUTSIDE OF PAVEMENT, MANHOLE CONNECTOR OR GASKET FRAME & COVER SHALL BE CENTERED IN REQUIRED FOR PIPE OTHER THAN A 5'X5' CONCRETE PAD CLASS "A" CLAY OR CONCRETE. CONCRETE, 4" THICK ° STUBOUT TO BE FITTED ° WITH WATERTIGHT FIRST MAIN LINE JOINT TO BE A ___ I STOPPER OR CAP MIN. OF 5' LONG WITH CONC. CRADLE ° ----- ---- --- STUBOUTS TO BE ° (FROM SAME POUR AS BASE) UNDER d A MIN. OF 5' LONG ENTIRE LENGTH. a rd WITH CONC. CRADLE ° ° (FROM SAME POUR) UNDER ENTIRE LENGTH STUBOUT CONNECTION N.T.S. THE CITY OF WASTEWATER MANHOLE REV DATE: MARCH 2O20 STANDARD DRAWING NO. CAST -I N-PLACE Anna SS-03 CONCRETE CONE C= ROOF OPTIONS =:> REINFORCED CONCRETE N.T.S. SLAB PRESSURE —TYPE M.H. #3'S AT 6" FRAME & COVER AS SPECIFIED BY OWNER. O.C. E.W. M.H. FRAME CAST IN ROOF m N W/ CONTINUOUS POUR FROM BASE. -� M N o M) CONSTRUCTION JOINT WITH KEY WAY WATERSTOP, AND '#3'S AT 12" O.C. EXTENDING 9" INTO WALL (NOT REQ'D FOR 5' & 6' DIA. M.H.'S FOR CONTINUOUS POUR) SEE TRANSITION DETAIL SECTION A - A N.T.S. A V) 4, ui 6" MIN. 4'— 0" a a 8" MIN. ' 5'-0" & 6'-0" CLASS "I CONCRETE MONOLITHHIC POUR 12" MIN. a N .a 12" MIN ,' n' ROCK GEOTEXTILE FOUNDATION MATERIAL STUBOUT CONNECTION N.T.S. THE CITY OF Anna M.H. LID SF BE IN LINE UPSTREAM WHERE POSSIBLE ROOF STEEL LAYOUT APPROVED RESILIENT PIPE —TO — MANHOLE CONNECTOR OR GASKET EQUIRED FOR PIPE OTHER THAN LAY OR CONCRETE. STUBOUT TO BE FITTED WITH WATER TIGHT STOPPER OR CAP STUBOUTS TO BE A MIN. OF 5' LONG WITH CONC. CRADLE (FROM SAME POUR AS BASE) UNDER ENTIRE LENGTH. FIRST MAIN LINE JOINT TO BE A MIN. OF 6' LONG WITH CONC. CRADLE (FROM SAME POUR AS BASE) UNDER UNDER THE ENTIRE LENGTH. WASTEWATER MANHOLE PRESSURE MANHOLE N.T.S. 4'-0" 5' & 6' a 6" MIN. 8" MIN.I TRANSITION DETAIL FOR 5' & 6' DIA. M.H.'S N.T.S. REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-04 EXISTING OR PROPOSED GROUND 12" ° d DROP BOWL RE: NOTE 4 a d d PVC PIPE--' RE: NOTE 5 ° ° 90° BEND a a NOTES: - CONCRETE PAD I SEE SS-17 - G ° d ° a ° i d 24"-MAX ADJUSTMENT ,,,-REFERENCE TYPE "S" MANHOLE DETAIL, SS-06, AS APPROPRIATE FOR MANHOLE DIMENSIONS AND DETAILS. PVC PIPE 3/8"0 STAINLESS STEEL PIPE STRAP IN I 1. PVC PIPE WITHIN MANHOLE SHALL BE SDR-35 FOR DEPTHS LESS THAN 10 FEET. 2. PVC PIPE WITHIN MANHOLE SHALL BE SDR-26 FOR DEPTHS 10 FEET AND GREATER. 3. INSIDE PIPE SHALL NOT BE PLACED IN CONE AREA. 4. DROP BOWL SHALL BE RELINER PRODUCT AS MANUFACTURED BY DURAN INC., OR APPROVED EQUAL. 5. DROP PIPE SIZE SHALL MATCH INCOMING SEWER LINE SIZE. THE CITY OF Anna WASTEWATER MANHOLE INTERNAL DROP CONNECTION REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-05 -11 ..,. - - 18" RETURN WA 2' ABOVE 100 YR FLOODPLAIN ELEVATION OR 2' ABOVE ADJACENT GROUND LINE (WHICHEVER IS HIGHER) i" ODOR CONTROL VENT VALVE WITH 3ALL CHECK VALVE. REFERENCE kPPROVED MATERIALS LIST. 12" MAXIMUM TO CENTERLINE OF VENT OPENING JNLESS STEEL PIPE HOLD DOWN WALL AMPS ON 60" CENTERS --CAST OR CAST -IN -PLACE MANHOLE 12" MAX. TO CENTERLINE OF VENT OPENING _ BOTTOM OF STANDPIPE H GROUT it BENT REBARS POURED IN PLACE THE CITY OF WASTEWATER MANHOLE REV DATE:MARCH 2O20 Anna STANDARD DRAWING NO. VENTED TYPE 'S' SS-06 NOTES: 1. VENT PIPE OPENING IN PRECAST POLYMER CONCRETE MANHOLE WALL SHALL BE PRECAST BY MANHOLE MANUFACTURER. 2. LOCATION OF VENT PIPE SHALL BE OPPOSITE THE MANHOLE OPENING WITH WATERTIGHT RING AND COVER VENT TOP TO BE ELEVATED AT LEAST 24 INCHES ABOVE THE 100 YEAR FLOOD PLAIN ELEVATION OR 10' ABOVE ADJACENT GROUND LEVEL (WHICHEVER IS GREATER). WATERTIGHT MANHOLE RING & COVER 6" MIN/18" MAX ABOVE FINISHED GRADE THE CITY OF Anna 6" DIA NORMAL SCHEDULE 40 GALVANIZED PIPE 6" DIA SCHEDULE 40 GALVANIZED PIPE W/ THREADED COUPLING 12" ABOVE TOP OF MANHOLE ELEVATION VIEW d ' MANHOLE 14 VENT \� PIPING MH RING & OVER d� PLAN VIEW VENT PIPING W/ BUG SCREEN 2'ABOVE 100-YEAR FLOOD ELEVATION OR 10' ABOVE ADJACENT GROUND LEVEL (WHICHEVER IS GREATER) 12" 100-YEAR FLOOD ELEVATION o-' I FINISHED GRADE WASTEWATER MANHOLE VENTED FLATTOP REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-06A 9 PLAN N.T.S. NOTE: T D REFER TO MANHOLE STANDARD DRAWINGS FOR ADDITIONAL DETAIL OF M.H. o TOP OF ° GROUT 0 v v0 4 4 0 0 Mw o o THE CITY OF Anna 0 o T EDGE OF CHANNEL ° e 0 o ° o O 4 0 o 0 0 4 a O '//^\\`<//,<\\ SECTION A -A N.T.S. WASTEWATER MANHOLE LINE INTERSECTION IOLE SLOPE T = WALL THICKNESS D = MANHOLE DIAMETER d = PIPE DIAMETER REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-07 W W W W U � U Z U Z O Z N U / O U m m X J O Q / U) N D > Q U ��/�y/i� / a� J 0 J JI \ p 4Q 0000eeooeo�o� a'O a '° U Q o X vi 0> Jp _ c ^ 0 ? O U p ,ease — �� z Z w O Ld of WLJ2(.9 o Of H W U ZZo W FULJO i) (n Z p Q J Z U F- J W X p J ~ W W OS W ZLLI NU`s C�J Z_ H J W 2 H \\y' \y/ > W UmH(n a a\` �O ELU Y > 4 � � Q G J U O = r I o \ li z 00 I \ w N tm W m (D : > o = W ^ N' Z 00 n \ as 0000 F- I UM \�Q W 0 of QJJO2 to U U J H Ln cD 7!(� Ld �O0 WUUof n �oQ L� Z M 00 X W W W Q U- Li J O \ 8o 0Ul(npJ F U) H ` �00 Li DWU ZOaZ 0000 0 m N N '// 0 O cp o Ul O W X 000 �F— N ^ 000 O m I Z ° H N p oo � LJ N N N Y O `�J/' o W H 6) N Q Lij X Q Q 7� 0\ — Qof J 0 ~ ° W 00 U (D (n ��� U J Z Z Z U O I a X Np p0 ° X ;OU ° in Z Q � m c0 Z °� 1%j� Q Z °� p Lo N LiiJ \ \ ° Z � UN Q O ° up -i UQU _ ,H o W Z F- JNo �W W � /, U)Up m U C O Z F- J J N O p \ U O H Z Z (� N m W Q N _ LJ � Z W J W H U) F- (f) > (n (n o a a Q Z L�o-U J U THE CITY OF WASTEWATER MAIN REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. CLEANOUT SS-08 FORMED SURFACE "\ � I � I / / C 0� z zF- �\ w J / FORMED SURFACE UNDISTURBED SOIL-/' 0 PLAN VIEW KEY: AO WASTEWATER MAIN © 4" WYE CO 4" WASTEWATER LAT. (LENGTH VARIES) Op CLASS B CONCRETE 2,000 PSI CONCRETE PER NCTCOG 702.2.4.2 0 SECTION VIEW NOTES: 1. THE CLEANOUT MAY BE PLACED IN THE PARKWAY OR SIDEWALK, IF NECESSARY. 2. REFERENCE TECHNICAL SPECIFICATION 333109. THE CITY OF WASTEWATER SERVICES REV DATE:MARCH 2O20 AnnDARDSDRA0WIN9Ga, LATERAL CONNECTION STAN N0. 1 1 /4" BORE 3/8" DEEP Ft 1/2" DRILL 7 5/8" 7 3/8" ao _ 5 11/16" - - - - SECTION "A -A" I N.T.`. 3 7/8" 3 3/4" 4" D 4 3/8" D 1 /2"-13 UNC 2, 3/16' DRILL AND TAP 1" DEEP Bf L 3 1/32" R.J 2 21 /32" R. (INSIDE) 2 25/32" R. (OUTSIDE) 00 CLEANOUT FRAME TOP N.T.S. 8 1 /4" 7 3/4" 7 1 /2" - 0 0 _ 5 11/16" L 7/8'> 3/16" DIA. RUBBER "O-RING" GASKET- CLEANOUT FRAME BOTTOM r- SECTION "B-B" N.T.S. 00 rn 1/2"-13 UNC HEX BOLT 2-REQ'D. (STAINLESS STEEL N.T.S. NOTES: 1. THE WORDS "WASTEWATER LATERAL CLEANOUT" SHALL BE CAST INTO TOP OF COVER. ASSEMBLY VIEW 2. MATERIALS TO BE CAST IRON, P.V.C. OR ABS PLASTIC. N.T.S. THE CITY OF WASTEWATER SERVICES REV DATE: MARCH 2O20 Anna, CLEANOUT FRAME & COVER STANDSS 10G NO. o: QL,a Ewa cr a cy m Q: (/) 4' MAXIMUM 1' MINIMUM THE CITY OF Anna JJ a J LM 0 0" N 0 z Qo O mQ mm m L, Ld Omw z� 3- m^ kv ow o wa 2a. — 1ZO f=11:=I ♦ • .- `, l ►`���`�� �� ►;►v� nII nl, ►���0�`�Qi� • • . w a_ ,h I�I�Itllil■I■gyp°Lp 7 , Q_' J W Q ar rw z� w � V_ W > md' � W W m of w N O z Q w U 0W 0 r r r Z N 0 z z 0 0 Z U w O m W Q J W Z m Z) = W H H 0 d' J W Z a Q W W m w O}0 Nw U < Lia� _ a �3cQ> ?zzz z Q 3 ID �Ow �w�m o—w— w U = r =)x 00 3 3 O m OrY wWmr wzom 5 w a m ar W UJ za o = W Q ODN JJZQ m>QO w m w W J 0 Qr O W m r Z- W- O 0 Z 3 W 'if o o z O z o0 -Lj O w=a a l 3 3 N x a , zJ o� Qc r� w O r mOz mwr aolja wQ OwFw fn r- rya m O ZU 00 <ZQ m ~ U_ m cV LiaO O LLI OJ ow of Om JO OW O wo J d Q wr JZ _ w,Q Q�-'2X =o~NW H W m } Q~ W d' W m J Q HQ m r QN U Z Q U UO 5 � Q m O W r U d lwi Z a m U Z W O W O O W m 3 O J W J O W pr0 zF ow ow mm 1 5 -,Q� a�_ rQ m rp zFZo Wo w zz Qu,a z o oNwwmO-5W - m w� N J.X U W = = UA QU ZwZ mCJ iU) 0J 0r H JZ O OJw W Q m.W m N =N N 0 a NW 0W Z oQ Z w Z Z� 0 0 J m Q F? 0 m z = �_ �za w. W Qw Qm " m Jrxww m W J 0 U Q Z 00 U Q O W N m H o z Q m z zo �zo wo< } NZ 5r�D0 wwzjDJw L.� �U�OfQ wWm0mF-J w I OzujU U wz 0 W QU ZQ O W Z IOw wQ QH == =o mxnX ==O O w m to U m 3m 3 Q=O? wUm Z - cV M - (O I-: 00 0) WASTEWATER SERVICES DEEP LATERAL CONNECTION REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-11 3 0 CAP 3-4 FT (PRIOR TO FINAL GRADING) EX. GROUND 45° EXTRA -LONG SWEEP RADIUS BEND \ CAP REFER TO SS-09 45' WYE FOR LATERAL CONNECTION TO MAIN NOTES: 1. RESIDENTIAL SEWER LATERAL SHALL BE MINIMUM 4" PVC SDR 35 AT A 2% MINIMUM GRADE. 2. SEWER LATERALS SHALL EXTEND TO A POINT 10 FT BEYOND RIGHT-OF-WAY LINE AND SHALL BE A MAXIMUM OF 5 FT DEEP. 3. SEWER LATERALS SHALL BE PLACED AT THE CENTERLINE OF EACH LOT. 4. DURING INITIAL LATERAL INSTALLATION, A 4" CLEANOUT SHALL BE BROUGHT 3-4 FT ABOVE GRADE AT THE R.O.W. LINE. 5. PRIOR TO FINAL GRADING, LATERAL LOCATION SHALL BE MARKED ON CURB AND CLEANOUT TO BE CUT 1 FOOT BELOW GRADE. 6. CONNECTION TO THE MAIN SHALL BE MADE WITH A COMBO WYE & EXTRA -LONG SWEEP j BEND. THE CITY OF Anna RESIDENTIAL LATERAL WITH CLEANOUT AT PROPERTY LINE CUT & CAP GRADE 'RAIDING REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-12 F- w c� � Nd OY V) LalpEL- wU OfN0 Q W a � U p U QNN CD Z NL'A>- Ha U) 0 LdZd �. Q Z Jm J o \�. 'o U LNQZJU- \� LnmJ � w Of UNmm \ UOm o / 0 ch H Ld p H `Cif JZ Lil0m w o vQ momM mw i w L=Q �o �w \ �! m � Q� a z -i F-o� c� p o F- c� / z p} U) H L� p > ZLLJC ZEn 0- OLid Z �' \! LLI Qo Z J Y DMZ �p NaN Q� w �Y j �% F-�ox op Z a a 0)F-<Ci Q U? Vo Q •/ Jw Ln N m o UCL w a� Ld z F- %� mNW: JD J p ��W� �� % Zpmifl NCL � w o- X o�Cif �w U Z ZF \ UZJ Z Z Z U o QC�p W � i J pw_ \ <V) Q o Q ZZcn w �\ � \ :�; m�� =a w z CL w �UJX a v7 �z U- op ? r�wm~ U \V / z� Q wQ Z WF-WZQ = W J(n 0E-cwi �z m F-N y WwwN F- a- �w wCh ow / \� Cy mQ =o Q U��� Q w Ln<Qom \ %/ �= z wm V) =~-O ~ Ld ch F- wwo \ // Qp Q zm ¢ afLLjUQ~LLI / Q U C)Q � oLF-a oJ U) o „> =o > U o0Q \ \/ Zw w �� U �F- V) m�� J \' �i _ p> cn �N w zZZQo w (n JLLI � z �` pN \ x QO ~ Q L7 JLU ~ U =U N� H �CL0 0 �J LLLI ~—i�Ljm In U m m�z j: �! .� ��m LLj v< JmmJ w x xw LLI \ / Z Ld O QOUQ m CL W0H O(LW OCR NafQN J woQ �/ j a w�� �W mZ mo- Xm Q vNm j /� QC9m O w� o(n wQww U) w / =Z W W wJ W w %/�%/�' \ jay\� io U) r C9 p w Q H Q U Q m_ �Uw / / / / /� _jQQ w 00o w CLCLw� =Qp QUA L Q JLd V) HV) CL H a- _ `� D D C DDDDDC Z S '^ � U Ld � Q ��1 -L D DDC DDDDDDD \/ 0� Ui Z y W Z m Ui V W o o W O Z �_ DDDDc DDDDDDD W W Z VI �' �' VI Z �' Ci Z Z Z + +. i/� DDDD DDDDDDD \ C_ � Q _ = O Q Q 0 Q Q O V% J Z Y4+DDDD W DDDDDDD \\ CL CL CL CL 3' Ui LL. CL U U Q U U w Q W +DDDD � > DDDDDDD \ 1 0- U Q> ♦ DDDD J DDDDDDD \/ r N P7 V �i W ' DD°D J U + + + + D D lh� N U {DDDD Q J D°D°D°D Ld+DDDD ILL, DDDDDD ♦ DDDD U7 Q Z W DDDD \/ DDDD DDDDDDD \ Li.lcl� D D Q Ld D D D \ .DDDD DDDDDDD / x o D z D °D Li.l 'DDDD W cQc DDDDDD \/ o J +a+ ++. a+. s+.. DDDD G DDDDDDD \\ Z o � Q +.« i. + DDDD DDDDDDD /\ Q = p U w / F- =-QZ \� F-Q w of \� mLi z>� 0 wm LLI 0~ w~ UQ� X ( J J U THE CITY OF ENCASEMENT PIPE REV DATE: MARCH 2O20 n STANDG N0. WASTEWATER LINE BY BORE SS 13 a, CD��� iAW�� .6 ///�--_ 11„%% -_- �� ¢ rN>a^ =m ,» - a' o - 0 0 0 - ! M Q- U ¢ p o aYCi+ U L O O e O d¢ U P U I I Yf r I --I L > of e c o I �� Mq � C s m Ln U CL L_ ' Q d N Q, _DJ, 7-U) N N \ O A O N C G1 N 2 a i 0 i d f A O U d o A I 1 I I I Q Y � U l7 d o U p d 1 1/2 _T W !� Q U CL W W U U U Q Iv. Q L. �bAop4�� J U �u pC'P�P�Abp0 bAbAb6� Lo pdpC' dpdLo pbpbpdpC�pbpbpbO b d C> C> C> b C> C> C> d C> C> A G> p A G> G> p P p G> p p G> �p�pb b b b b b b b b C>pbbe p A A p ® ,to AbG�� �32 0 p v Iq ebA`yp Ab4g w O A p �Abp Ab0 O U "bpbpbp�pbp�pbpbpbpbpbp�p AbAbAbAbAbAbAbAbAbAbAo �� -- LI� bAbAbAb ®AbAbAd O� b odpb pdpb ' - - Q %m THE CITY OF WASTEWATER MANHOLE REV DATE: MARCH 2O20 STANDARDG No n a, STANDARD COVER SS 14 1480ZPT 14KAPT Assemh(y . 1 1/2' FLAT FACE GOTHIC 1/2' FLAT FACE GOTHIC 4l1a0a0a!<a0 Q O Q� ®a aaaaaa 4 f 4t Qa Q$$00$ A oQaQa�aQaQa aaaaaa QQ aaa °aQQQQ� ! aaaaaa g I�aQOQ PaIaQQ eQ,�aQaQa 1/4' NEOPRENE GASKET Drawing Revision 8/26/2019 Designers NAH 9/5/2019 Revised Br MAH THE CITY OF Anna LOGO (2) EPIC®PICKBARS 1 1/2' FLAT FACE GOTHIC 1/2' FLAT FACE GOTHIC 026 43/64 1 1/2 ENEMY- 031 43/64 SECTION A -A Product Number 001495023W01 Design Features -Materials Frame Gray Iron (CL35B) Cover Ductile Iron (70-50-05) -Design Load Heavy Duty -Open Area n/a -Coating Undipped -V Designates Machined Surface WASTEWATER MANHOLE BOLTED COVER Major Components 00148019 001495023 Certification -ASTM A536 -Country of Origin USA Disclaimer We' hts (""kg), dimensions (inches/mm) drnd and On provided for your guidance. We reserve the right to notify specifications without prior notice. CONFIDENTIAL• This drawingg is the property of EJ Group, Inc. and emhodies confidential information, registered marks, ppaatents, trade secret information, and/or know how tYat Is the property of EJ Group, Inc. Copyright @2012 EJ Group, Inc All ri is reserved, Contact 800 626 4653 ejco,com REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-14A INSTALLATION FALSE MANHOLE BOTTOM SHALL BE FURNISHED AND INSTALLED IN ALL MANHOLES CONSTRUCTED IN ADVANCE OF PAVING. THESE FALSE MANHOLE BOTTOMS WILL BE INSTALLED AT A TIME DIRECTED BY THE ENGINEER BUT WILL USUALLY BE AFTER ALL WORK IS COMPLETED ON THE WASTEWATER SYSTEM INCLUDING THE AIR TEST, BUT PRIOR TO THE FINAL INSPECTION. REMOVAL FALSE MANHOLE BOTTOM SHALL BE REMOVED AFTER THE FINAL APPURTENANCE ADJUSTMENT INSPECTION. THE PAVING CONTRACTOR AND OWNER'S REPRESENTATIVE WILL COORDINATE THE REMOVAL OF THE FALSE MANHOLE BOTTOMS. METAL STRAP HINGES (MIN. 3" LONG) W/BOLTS NYLON ROPE HFK-1 - - 3/4" PLYWOOD INSTALLATION AND REMOVAL POSITION N.T.S. 00 e 8 I 00 e 8 D/3 8" 5/8" HOLE FOR 1/2" NYLON ROPE HANDLES PLAN VIEW THE CITY OF Anna N.T.S. D = INSIDE DIAMETER OF MANHOLE WASTEWATER MANHOLE FALSE MANHOLE BOTTOM 5/8" HOLES FOR 1 /2" NYLON ROPE HANDLES REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-15 a`> U1 -0 a) w c C W Q ca a) -0 aEi � � E °roc 3 N .2 Q (z E C, 0 a) V) -- 7 — a) O _a � m C N 0- J, — C L U .� Q O .> C 0_ _ L .O -0 .s = 0 0 E N Q -0 O V T -C C N 0 3 L N U .0 ; oo E cd O U) N N O— N M C C -O O O O + a) O O U y U C 0 E U `) N U) —5(D(D N ,'O N 4 U7 + 3 L Lo N L n w O y E Q N Y Q C) 0 _N O C Z O Y O O 4) O L 3 U L C O E M E E U cSS .� c O U) o C 0) c N~ O Q C d n 3 7 m E— o o ~ a'> Co (0—co °oco + c � c-3a ° w Y Y Q co Q a) C) 0 7 U) U _0-0p Q L �a0 ° z E 0 c c) a) ro ro cn ro Em E o 7) (� °�� o� 3 cO g U W O_0 Ors aN E m E a�i a °' E ---2aa)iate)0aaai Q a�i co o E cu� 0 a 'r- .2 Fr E c a)E a LLJ m aoi 3� a» p9 C Q �� o)a) m °'n!� E ( 00 5 J w co 0 3 C W-0 C w D 0 m U N C .0 c0a 0 H W O O' 70 c 7 E g o a) 0 a) L a a ¢ 0 a� O oc Q 7� E ro E C O 0.5 Cn W cO (D E Q W ,C C O W N a) O O U) Q _Q c6 W Q c0 N O O o U -0 O 0 0 m H ., Y Q CE LL O_ O cLn 0 (0 C 0-- O O L co a)E-E Q N a) -E- m��- H 0 a) � m E N Z> O a) F U L O m N U) U O -O (D U ,—�7 rL0-� °) c o a) - a) a) E O c0 C c0 �_ 7 L L O N a) C _ U cm Nn a) a) 0) C .L-- L' Q E O a) 0 0 0 C .� -O L C U c0 ~ 03 0 - o Y 7 C O s O Y O 0) U a) C co Y r N >' :O U O_ E a) L U E M N 0- U Q O O 4) ,� C a) 7, O CO 0 0) c6 o o° o a a) L N= N a) O �� c°i U Q~ U as a 0� m r E U-o O— 00 O L Q H O H vl 0 7 U _� 7� _N U C .0 O_ O C M U co � U> O O> E' — O yO 0 H L L •. L a) Q O D Q O C Q N O 7� O OU O N 0 E O L; Ci Q N C o N N L U O cb a) L C L -0 -0 c� -N C, L a) 7 7 N C� O E N = c� 3 C C a) a) �' O U (� N .— a) E C C W O H c0 Y Y m O_ co c6 r� 2 J H S J 00 �J .L--O) L O' L C C N .� C C C O 4) H O H O M -0 O O O 'c c0 -0 Y U) (D J 0 00 W O; D Q z QO z=W W X ~ 2 W H �Q�U) O Q QQ cco- 0 C7 p � c\j L p—O <c° ; zz rr v7 LL F U co W C ° Q Z Z �p R'S j v Q � = co O �° J J w a } 0 0 N r r� c� � 2O 22 THE CITY OF I&I BARRIER & GATOR WRAP REV DATE: MARCH 2O20 STANDARD DRAWING NO. 6" GATOR WRAP Anna. SS-16 v ° v OJ ° W _ W 8 THE CITY OF Anna i MIN. z OUTSIDE EDGE OF SANITARY SEWER MANHOLE 3" CLR. TYPICAL PIPELINE MARKER INSTALLED ON CENTERLINE OF OFFSITE SANITARY SEWER LINES) �6" REINFORCED 4,000 PSI CONCRETE MOW STRIP. ORIENTATION OF MOW STRIP MAY BE ADJUSTED IN FIELD AS APPROVED BY THE CITY. MANHOLE & VALVE VAULT MOW STRIP c" or-irvFORCED 4,000 PSI ETE MOW STRIP. RICE WITH #4 BARS ' CENTERS EACH WAY. 6" MIN. REV DATE: MARCH 2O20 STANDARD DRAWING NO. SS-17 0 W J Q O U Q 0_ U O LLJ H OU 0_ z J 0 z z W Q (n W �Z 0- z= o d t „t w - O vp o v w 0 O Q �O ° p o m (� vi w z o w 0 0 � F N [if z � a o o Q Z u 4 4 4 4 U u Ld H 0 m ° ° D° p9 D O z nj W H W S3NVA v z 0 U 00 J (n J N N U z U 0 n m _ Q 0_ W LLJ O az 0 Q i` v o ow o Q w~ 0 / zz< 04 Z Z �� Z Qoo NC w U O LJ Q (V 00 > 0_ (� QO I I z U (n Mw W 'NIW �' W W -j Q Z L \/ N / W o z z UW CL J~ W g O i � w Q u w 0 THE CITY OF EMBEDMENT REV DATE: MARCH 2O20 STANDARD DRAWING NO. CLASS "B+" & CLASS "G" Anna EMB-01 0 W G= J Q 0 Z 0 Z 00 F� w0 w H U 0 =Q (n 0 w Q N S31aVA U 0 >U b� rn NIW UJ0 U w zZQ w U O� w "�� mZ �O w O 0 W w Q� N �z 0 � w w wW w = v) � woQ Q in m70 O Z 0 p :�E LIJ C) w Z (n m W F- Z F— 0 O :E II II I. I w N II O U O O m m Z N M 0 W 0 N W N U U Q <� (� Z w0 w Z U� 0U�w LLI pO J Cn G of x �O LLIaf Ld \/. W LLJ =� OOLd L� Z= 1// Q0U �04 �U- �w UU.Z i 00 (n J W U- w W (j Z O F-(c) Ob\ ZZ ofo0 \\\ 0 wi :2w 0 00 W J W 0 H m Q LJ m�y� Z � mW (nJ 0 j 0 (.0-ON �� + 04 C W Z w_ U WH - (n 1 3 Qw wm w z LIJ EL > = a- p� w 0 (n� Hw w(L 0 > 0 Q� w 0 0 W U) U)0 U 0 LJ m W U)Z 0 U // nn V J N J U Q z w m 0 < 0 /i � o Z N U !i w w 0 THE CITY OF EMBEDMENT REV DATE: MARCH 2O20 STANDARD DRAWING NO. CLASS "H" & STORM SEWER Anna EMB-02 SAWCUT (FULL DEPTH) REPLACED CONCRETE TO BE MINIMUM 8-SACKS OF PORTLAND CEMENT PER CUBIC YARD ITEM 303 CONCRETE PAVEMENT CLASS P2 OR PP2 (MIN. 4500 PSI) (UNLESS OTHERWISE SPECIFIED BY OWNER) MATCH EXISTING CONCRETE THICKNESS TO MINIMUM THICKNESS OF CURRENT STANDARD FOR THE STREET TYPE WIDTH (SEE HORIZONTAL REPAIR LOCATIONS FOR RESTRICTIONS) 1' (UNLESS WITHIN 3' OF EXISTING JOINT THEN REMOVE AND REPLACE JOINT) ;��- 0 .d . ° a • , . 4 ' ° • . . , ° A BACKFILL AS APPROVED BY OWNER 1. FLOWABLE FILL ITEM 504.2.3.4 FLOWABLE BACKFILL 2. NATURAL BACKFILL AT 95% STANDARD PROCTOR DENSITY ITEM 504.2.3.3. TYPE "B" BACKFILL TYPICAL 12" j 00000000000000000 ABOVE CONDUIT /00000000000000000 �00000 00000 0000 COMPACTED UTILITY EMBEDMENT 00 00 000 0 0 000000 (MATERIAL AND DIMENSIONS MUST 00000Jp� 000 BE APPROVED BY STREET OWNER) Goca °00°000 °oo°°o pp' 00000 0000 000000 00000 TYPICAL 12" 00000000 0000000 00000000000000000 BELOW CONDUIT 00000000000000000 CONCRETE PAVEMENT WT.& IF EXISTING REPLACE SIDEWALK TO OWNER STANDARDS STREET . . • r\�i\fir\fir\fir\�i� ° BACKFILL AS APPROVED BY OWNER 1. EXISTING SIDEWALK FLOWABLE FILL ITEM 504.2.3.4 FLOWABLE BACKFILL 2. NO SIDEWALK EXISTS NATURAL BACKFILL AT 95% STANDARD PROCTOR DENSITY ITEM 504.2.3.3. TYPE "B" BACKFILL TYPICAL 12" ABOVE CONDUIT COMPACTED UTILITY EMBEDMENT (MATERIAL AND DIMENSIONS MUST BE APPROVED BY STREET OWNER) THE CITY OF Anna TYPICAL 12" BELOW CONDUIT 000000000000000000- 000000000000000000/ 000000 < 00000 00000 0000 0000/ 0000 �0 �� 0000 0000 �oora 0000/ 0 Jp� GO 0000 < 'o 00 0000 0000 ��p' 0000 00000 00000 000000/ 00000000 00000000, 1000000000000000000000000, STREET PARKWAY N.T.S. PAVEMENT CUT & REPAIR CONCRETE & PARKWAY L SAWCUT (FULL DEPTH) CONNECT TO EXISTING WITH 24" LONG #4 BARS 12" DEEP DRILLED AND EXPDXIED IN PLACE ON 24" CENTERS (UNLESS OTHERWISE SPECIFIED BY OWNER) i \- FIRM TRENCH WALL INSTALL MINIMUM 6" TOPSOIL AND VEGETATION TO MATCH EXISTING IN DISTURBED AREA REV DATE: MARCH 2O20 STANDARD DRAWING NO. E M B-03 REPLACED CONCRETE TO BE MINIMUM 8—SACKS OF PORTLAND CEMENT PER WIDTH CUBIC YARD ITEM 303 CONCRETE PAVEMENT (SEE HORIZONTAL REPAIR LOCATIONS FOR RE CLASS P2 OR PP2 (MIN. 4500 PSI) 1' (UNLESS WITHIN REINFORCING STEEL 24" O.C.E.W. (UNLESS OTHERWISE SPECIFIED BY OWNER) 3' E EXISTING JOINT THEN REMOVE AND MATCH EXISTING ASPHALT THICKNESS REPLACE JOINT) TO MINIMUM THICKNESS OF CURRENT STANDARD FOR THE STREET TYPE MATCH EXISTING CONCRETE THICKNESS TO MINIMUM THICKNESS OF CURRENT STANDARD FOR THE STREET TYPE a SAWCUT (FULL DEPTH) . . . . BACKFILL AS APPROVED BY OWNER 1. FLOWABLE FILL ITEM 504.2.3.4 FLOWABLE BACKFILL 2. NATURAL BACKFILL AT 95% STANDARD PROCTOR DENSITY j ITEM 504.2.3.3. TYPE "B" BACKFILL TYPICAL 12" /0000000000000000 ABOVE CONDUIT \ 0000000000000000 000000 0000 0000 COMPACTED UTILITY EMBEDMENT 000000 000000 (MATERIAL AND DIMENSIONS MUST 0000 �\z ° BE APPROVED BY STREET OWNER) %000 0�°0°a o°o°o G °o°o°o \ 0000 0000 ,/00000 00000 TYPICAL 12" �,0000000 00000000 BELOW CONDUIT 0000000000000000 CRACK SEAL NEW JOINT (MATERIAL AS APPROVED BY OWNER) < `< A SAWCUT (FULL DEPTH) CONNECT TO EXISTING WITH 24" LONG #4 BARS 12" DEEP DRILLED AND EXPDXIED IN PLACE ON 24" CENTERS (UNLESS OTHERWISE SPECIFIED BY OWNER) FIRM TRENCH WALL CONCRETE PAVEMENT WITH ASPHALT OVERLAY N.T.S. MATCH EXISTING ASPHALT THICKNESS SURFACE COURSE TO MINIMUM THICKNESS OF CURRENT STANDARD FOR THE STREET TYPE REPLACED BASE COURSE ASPHALT TO MATCH EXISTING ASPHALT TO MINIMUM THICKNESS OF CURRENT STANDARD FOR THE STREET TYPE SAWCUT (FULL DEPTH) WIDTH HORIZONTAL REPAIR LOCATIONS FOR 1' (UNLESS WITHIN 3' OF EXISTING JOINT THEN REMOVE AND y REPLACE JOINT) F� �� BACKFILL AS APPROVED BY OWNER 1. FLOWABLE FILL ITEM 504.2.3.4 FLOWABLE BACKFILL 2. NATURAL BACKFILL AT 95% STANDARD PROCTOR DENSITY ITEM 504.2.3.3. TYPE "B" BACKFILL TYPICAL 12" ABOVE CONDUIT COMPACTED UTILITY EMBEDMENT (MATERIAL AND DIMENSIONS MUST BE APPROVED BY STREET OWNER) THE CITY OF Anna TYPICAL 12" BELOW CONDUIT 0000000000000000 \,0000000000000000 000000 0000 0000 000 000 \ 000 �0 . 000 000 �000caJ o00 X, 0 00 Jo p 000 000 000 000 \ o000 0000 o0000 00000 0000000 00000000 0000000000000000 FULL DEPTH ASPHALT PAVEMENT N.T.S. PAVEMENT CUT & REPAIR ASPHALT CRACK SEAL NEW JOINT (MATERIAL AS APPROVED BY OWNER) SAWCUT (FULL DEPTH) FIRM TRENCH WALL REV DATE: MARCH 2O20 STANDARD DRAWING NO. E M B-04 = J U Z s w � � Q ~ m 'XdW „ZL NIW 0 0 0 0 0 0 O O w o z J �� O O O O Tm�� 0 �� O O O Z O OD O p O U /�i O O O 0 W O N J_ O O m Q H O �_ N NIW „Z l 0 0 0 z o O U O 0 Q 0 J W J W O O H (Yj O Q 0 m O 0 Q = w 'NIW ,t z � a 0 0 O z 0 0 o O 0 w O U O O W w N 0 N Q J J O O O W U :2 Q O O O 0 m W m W W O O w J z b�y�lJ O O m 0 0 o Q 0 z 0 0 0 0 N 0 0 0 Of 0 O O O O p p O O O O 0 O 0 0 = J U Z .s LJ U � Q m THE CITY OF INFILTRATION PROTECTION REV DATE: MARCH 2O20 Anna STANDARD DRAWING NO. CONDUIT UNDER CHANNEL EMB-05 10'-0• L + V-O' g• ADDITIONAL BARS K TYP AT g• iPENINg - SEE OPENING NOTE 9, w I � BARS J INLEF PRAME (LOCATION �i,•. ON END AT PIPE) BARS H m A BARS A L EXPANSION EXPANSION JOINT JOINT WARP PAVEMENT SURFACE iv THROAT OF INLET � ,�TO ® FACE OF CURB w B C b BLOCKOUT AND PAY LINE 5, 8 AND 10 FOOT RECESSED INLETS - PL SCALE 3Ar - V-0 VARIABLE HEIGHT CURB NOTE: SECTION A -A FOLLOWS THE FACE OF THE CURB VARIABLE HEIGHT CURB Af J I' ARS C BARS J BARS A 0 a BARS L SPACE n WITH BARS C- CONDITIONS J6' BARS L SPACE NOTE: B TYP MORTAR FINISH, WITH BARS C BARS J PIPE MAY BE PLACED m BARS D TROWELED SLOPE TOP INLET IN ANY WALL, BUT SHALL < TO A SMOOTH 1/4'/FT NOT ENTER ANY CORNER •m HARD SURFACE ORBOTTOM I N BAR G M ~ AARS m S M BAR B BARS N Y N 2' CLR TYP UNO BAR H BARS C pAR a SECTION A —A — 5. 8 AND 10 FOOT RECESSED INLETS BAR F Qe� MAR m SCALE 3/E' - V-0' B BARS B BARS N 8' INLET OPENING 8' INLET OPENING 8' 8' 2'-8' BARS K TYP AT OPENINGS e' C D SECTION B—B —5. 8 AND 10 FOOT INLETS L SCALE 3/8' - I'-0' w mj SLOPE TOP INLET BARS J ,I 1/+'/FT INLET FRAME (LOCATION ON END AT PIPE) BAR G NOTE: v REINFORCEMENT SHOWN IS B C BARS ADDITIONAL FOR PIPE OPENINGS. m A m b SEE SECTIONS FOR OTHER a•I REINFORCING. 12.15 AND 20 E& 2" CLR TYP BAR 3 -' _� UNO BARS C j s L X 2 + 1'-S' BAR F QQf. MAR 8' OPENING NOTE: BARS SHALL BE ADJUSTED OR CUT AS NECESSARY TO MAINTAIN A MIN. 1 YCCLEAR AT ALL OPENINGS. BARS D SPACE W/BARS J do N BARS L SPACE WITH BARS C 1?7- 8' w mb I BARS D ~ 1k, < Jh' DOWELS 12' LONG TO BE BOTTOM OF THROAT AND HOLES PROM INSERTED IN GUTTER TO BE POURED BY INLET CONTRACTOR AFTER STREET PAMNG NOTE: PRECAST INLETS BAR M i•f BARS B BARS N MUST BE APPROVED BY BARS N ZT GROUT AROUND PIPE CITY ENGINEER AFTER INSTALLING 6' SECTION D-D - 12. 15 AND 20 INLETS POUR INVERT IN BOTTOM 3/g• - I•_O• pI.` OF INLET AFTER INSTALLING - SEE NOTE 3 INSTALLATION DRAMANG FOR PRECAST SCALE 3 - I -0 INLETS INLET OPENING - L 8, INLET OPENING - L BARS J BAR A ADDITIONAL BARS K TYP AT BARS C BARS OPENING - SEE OPENING NOTE J BAR A BAR U r� BAR J UNO BARS C BARS L SPACE KITH BARS C DEW O SUIT CONDITIONS TAR FlNISH, TROWIJ:L1 MOOhI HARD SURFACE THE CITY OF Anna STORMWATER CURB INLET STANDARD (1 OF 2) REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-01 'L .W_N a 1• 1? 8' INLET OPENING L 8' BARS ,,[-INLET FRAME B C Vx BARS J I m EXPANSION ADDITIONAL BARS BARS A JgNT K TYP AT OPENING JO NANSION b FACE OF CURB a BLOCKWT AND PAY LINE1HE B C NOTE PIPE SHALL CONNECT TO ENDS OR SIDES OF INLETS. PLAN - STANDARD INLET CONNECTION SHALL BE MADE AT 38' SCALE. /- 1'-0' CORNER OR BOTTOM. 1'-0' 2'-0' 1'-8' BARS A SLOPE TOP i INLET 1/4'/1TT 1 ~ 4' DEPRESSION CONCRETE PAVEMENT THICKNESS R�8' S J 71B�l S A R-12' WATERSTOP SHALL BE A PREFORMED PLASTIC BM G AS SHOWN SEALING COMPOUND BLOCKOUT AND VARIES BASED ON WATERSTOP PRODUCTS 00 CORR EQUAL PAY LINE PAVEMENT WIDTFt BARS C _:C BAR D SECTION C-C -5. 8 AND 10 FOOT SCALE 3/4' - 1'-0' INLETS -O' 2 -0' 1 -6' BARS A SLOPE TOPINLET 1/4'rl DEPRESSION CONCRETE 'm PAVEMENT THICKNESS R=6' BARS J 3-BARS A WATERSTOP SHALL BE A BAR G R=12• AS SHONN PREFORMED PLASTIC SEALING COMPOUND BLOCKOUT AND WATERSTOP SYNCO-FLEY PRODUCTS EQUAL PAY LINE A BARS C "BAR BAR D SCTON C—C —12. 15 AND 20 FT IN SOME 3/4' - 1'-0' NOTES FOR PRECAST INLET 1. PRECAST INLETS MUST BE APPROVED BY ENGINEER. 2. THE FLOOR OF THE EXCAVATION MUST PROVIDE A FIRM, LEVEL BED FOR THE BASE SECTION TO REST UPON. 3. A MINIMUM OF 6 INCHES OF 1' DIAMETER (MAXIMUM ROCK OR GRAVEL SHALL BE USED TO PREPARE THE BEDDING TO FINAL GRADE OR IN LIEU OF THIS, AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SAND SHALL BE USED TO PREPARE THE BEDDING TO GRADE. CEMENT STABILIZED -SAND SHALL BE ALLOWED TO SET BY KEEPING HOLE PUMPED DRY. 4. AFTER CASTING HAS BEEN INSTALLED ON THE PROPER BEDDING, THE BACKFILL MATERIAL, WHICH IS FREE FLOWING AND CLEAR OF ROCKS, IN EXCESS OF 4' DIAMETER AND OTHER LUMPS WHICH WOULD PROHIBITED PROPER COMPACTION, SHALL BE COMMENCED IN LIFTS OF NO MORE THAN 18'. THE MATERIAL USED FOR BACKFILL SHOULD BE OF TYPE A SUITABLE TO OBTAIN THE DENSITY REQUIREMENTS FOR THE SPECIFIC JOB. 5. CONCRETE TO BE 4200 PSI. 6. LOCKING DEVICE IS REQUIRED ON ALL STORM SEWER LIDS. 7. 'NO DUMPING' WARNING PLAQUE TO BE INSTALLED ON ALL STANDARD AND RECESSED INLETS. THE CITY OF Anna �M 6 l BAR G BIA��RI U fD m BAR -H m J'I.�BAB�J-r'I BARS J BAR M REINFORCING STEEL SCHEDULE REINFORCING STEEL SCHEDULE MINE INLETS OPENNC BM am NO.- BAR• OPENING am m- llmM .L. SUE REWD IZIM .L. an an REWD IEIaTN 6•.0' A µ 11 IN-4' 5•.O' A µ 9 5'-O' S /4 6 13'-4' B µ 8 5'-0' C µ 1B 13'-4' C µ 12 W-0' D µ 1 5 4'-O' D /5 7 4'-O' F #J 1 5 3'-3' F /5 7 Y-3' G µ 15 N-6' G µ 7 N-8' H µ 15 2'-6' N µ 9 2'-8' J µ 15 IV J /5 7 4'-8' Ka µ 4 3' -O' Ka µ 4 3' -0' L µ5 24 3'- 0' L µ 24 S-0' Ma µ 2 4'-O' M_ µ 2 4'-O' N µ 15 8'-2' N /5 7 8'-Y U 64 4 N-4' 7 6 A µ 11 16-4 9' -O. A µ 9 B µ 6 16'-4' B c µ to 16'-4' C /4 12 7'-0' D µ 18 4'-O' D i5 10 4'-O' F µ5 18 S 3' F /5 10 Y-3' G µ 1B S-6' G µ 10 N-8' H µ 18 2'-e' H µ 14 2'-6' J µ 18 4'-e' J /5 10 4'-9' Ka µ 4 3'-0' Ka µ 4 S-0' L µ 24 3'-0' L µ 24 Y-0' Ma /4 2 4'-0' Ma µ 2 4'-O' N µ 18 6' _2' N /5 10 8'-Y' U 64 4 3'-4' 10'O' A B µ µ 11 6 21'-4 21-4' 10 O' A B µ µ 9 6 9- 9'-O' c µ t8 21'_e C µ 12 9'-0' D µ 23 4'-0. D i5 12 4'-0' F µ5 23 N-3' F j5 12 Y-3' G µ 23 S-6' G µ 12 3'-8' H µ 23 2'-6' H µ 17 2'-8' J µ 23 4'-8' J Ka µ 4 3'-0' Ka µ 4 3'-0' L µ 24 3'-0' L /4 24 Y-0' M^ µ 2 V-O' Ma µ 2 4'-0' N µ 23 W-2' N /5 12 8'-2' U µ 4 N_4' • BAR QUANTITIES AND LENGTHS SHOWN ARE FOR MAX HEIGHT INLETS. VALUES SHALL BE ADJUSTED FOR USUAL HEIGHT INLETS NUMBER AND DIMENSIONS SHOWN FOR TOP SLAB OPENINGS AS SHOWN IN THE DETAILS.ADDITIONAL BARS SHALL BE PRONDED AT ALL PIPE OPENINGS AS SHOWN IN THE DETAILS, NUMBER AND DIMENSIONS TO BE MODIFIED AS NEEDED. STORMWATER CURB INLET STANDARD (2 OF 2) REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-01A DIMENSIONS SHOWN ARE FOR MAXIMUM SIZE INLETS A B BAR A A C A g BAR @ BARJ BI A A B BAR C BAR J A A BAR Q BAR K A A BARE BAR A (�A BAR F B BAR B (�A BAR G B f — 3 %- BAR N 3 7 #' 8 SY s K- BABJi BAR DIAGRAMS "SEE DIAGRAM REINFORCING FOR DIMENSIONS. 4, STEEL 6, 8, 12' ANO 14' INLETS. SCHEDULE THE CITY OF Anna STORMWATER CURB INLET REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-02 REINFORCING STEEL 00©0®�0 _000®00 QO©Q®�0 _0©0�00 11111111111111111111111� IIIIIIII� ©IIIII� IIIIIIII� IIIIIIII� _���®�IIIIIIII� _IIIIIIIIIIIIIIII1__-111111111111111 IIIIIIIII� �©®IIIIIIII� IIIIIIII� 11111111111111111 __-111111111111111 ©IIIIIIIIII�©®®II�� _IIIIIIIII�©© � � IIIIIIII�I� _IIIIIIIII�I���II�I� _IIIIIIIII�I���IIIIIIII�I� _©©��IIIIIIII�I� �00©®00 �000�00 �00©�00 0 cu los % g%, TAY4 %_pop 0 \\ƒj�������� z %. 3= w Do \ \ \ / = _ L- w ? % > � C:) #/ƒ o « o � 00 r 00 �zo uz ~ yz u /� < �� < e z © \ p\ k \2 §u z \\ \\ (.0 A3 e- Is, � ^ � 2 < CD T w j\})�§ � e �Ia&±» � ., � y z_ » % ) ~ 2 ) ®�Li . o 5Ak c � /\} � � 7k\ \ - "% N {k$ ka\kj- : / 3034Z 1e4}2k( TH£ CITY OF STORM SEWER REV D«TE:Q«RCH 2O20 STANDARD DRAWING NO. STANDARD LOVER STM-OR 1480A 1480Z Assembly I BH PART NO. Drawing Revision 02/18/2010 Designer, DEW 11/22/2016 Revised By, DVD THE CITY OF Anna 1' SHARP FACE GOTHIC (4) DIA 1 HOLES ON A 35 1/2' DIA BOLT CIRCLE y,PICKBARS \1 112' SHARP FACE _ GOTHIC PLAN VIEW 32' DIA � 1 1/2' COVER SECTION 32 1/4' DIA 1 1/2' r— 4' — 32 1/4' DIA — 38' DIA SECTION A -A STORM SEWER BOLTED INLET COVER i'ii►i`i Product Number 00147987AOI Design Features -Materials Cover Gray Iron (CL3511) Frame Gray Iron (CL35B) -Design Load Heavy Duty -Open Area n/a -Coating Undipped -✓ Designates Machined Surface Certif!cation -ASTM A48 -Country of Origin USA Major Components 00147987 00148015 Dlsclalmer We (lbsJkg) dimensions (hches/mm) anaa drawings provided for your guidance, We reserve the right to modify specifications without prior notice. gg pp yy ooffNEJ GROUP, Inc,, ndwierbodies confirentiil information, registered marks, patents, trade secret information, and/or know how that is the property of EJ GROUP, Inc. Copyright 12012 EJ GROUP, Inc. All rights reserved Contact 800 626 4653 ejco.com REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-03A 18" TOEWALL 18" TOE TYP. ALL SIDES 5' MIN. A A �— - 6„ APRON / � RCP (SEE NOTE 5) `\ own r- I 12" TYP. ALL — - _ _ _ _ _ =y }_T i1 1 CORNER BARS L ------FACE — -T — J� z ih NOTES: PLAN VIEW ALL CONCRETE SHALL BE 4000 PSI a REINFORCING SHALL BE #3 BARS 18" O.C.E.W. 3 18" TOEWALL ALL SIDES 6" ACROSS FACE pFRS4OpF NOTE 3 SECTION A -A N TS 18" TOE WALL I 1. ROCK RIPRAP PROVIDED BEYOND APRON SHALL BE AS SPECIFIED IN PLANS BY DESIGN ENGINEER. 2. POSITIVE DRAINAGE MUST BE PROVIDED BEYOND CONCRETE APRON. 3. HEADWALL SLOPE SHALL BE SPECIFIED IN PLANS BY DESIGN ENGINEER (MAX. 3:1) 4. CONCRETE SHALL BE 4000 PSI. 5. CONCRETE APRON OR APPROVED EQUAL. THE CITY OF Anna STORMWATER HEADWALL TYPE "C" REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-04 NOTE: PROVIDE AN ALUMINUM LADDER FOR JUNCTION STRUCTURES DEEPER THAN 7' 3-#4 BARS (4' & 5'M.H.) OR #5 BARS (6' M.H.) AT OPENING AS SHOWN. V �1 W QQ©QQ© TABLE OF DIMENSIONS N.T.S. STANDARD M.H.— FRAME AND COVER AS SPECIFIED BY OWNER �[�P►ty71:a1�1 e]:01,1jiWi PLAN N.T.S. #4 BARS AT 6" C-C (4' M.H.) OR #5 BARS AT 8" C-C (5" & 6"M.H.) EACH WAY. HOOK EACH END PRECAST CONCRETE GRADE RINGS TO TOP SLAB — 23 PAVING SURFACE---,,,,, mg USE PRECAST CONCRETE 24" I GRADE RINGS AS REQUIRED DIA. #4 BARS AT 6" C-C TO RAISE TO GRADE (4' M.H.), OR #5 BARS AT #4 BARS AT 18" #4 BARS AT 18„ 8" C-C (5' & 6' M.H.) EACH WAY. w CLASS "A" VERTICAL BARS Q CONCRETE #4 BARS AT 18" > T T (IF WALL HEIGHT U) TOP OF PIPE IS OVER 4'(4' & 5' m00 v w L, 6, .. M.H.), OR 6'(6' M.H.) _ a va USE STEEL REBAR N w N .. SPACERS) z � ``' _ 0QN aQ�� SLOPE 3/8" TO ' ' STEEL TROWEL y �CC � z_ m v� DRAIN FINISH m: /c—, I i f 2" X 4" KEYWAY OR #4 BARS AT 8" C-C (4' & 5' M.H.) #5 BARS AT 8" C-C (6' M.H.) IN LIEU OF KEYWAY THE CITY OF Anna SECTION N.T.S. - #4 BARS AT 6" C-C (4' M.H.) OR #5 BARS AT 8" C-C (5' & 6' M.H.) EACH WAY B-B JUNCTION BOX 41, 5', OR 6' SQUARE (1 OF 2) REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-05 #4 BARS AT 6" C-C (4' M.H.), OR #5 BARS AT 8" C-C (5' & 6' M.H.) EACH WAY HOOKED EACH END i JD #4 BARS AT 18" INSIDE FACE #4 BARS AT 18" OUTSIDE FACE #4 BARS AT 18" OUTSIDE FACE #4 BARS AT 6" C-C --y (4' M.H.), OR #5 BARS AT 8" C-C (5' & 6' M.H.) EACH WAY CORN PLAN VIEW N.T.S. THE CITY OF Anna G SECTION A- A N.T.S. w #4 BARS AT 15" (4' M.H.) OR 9" (5' & 6' M.H.) INSIDE FACE. #4 DOWELS AT 18" ALL AROUND EXCEPT IN WAY OF PIPE NOTES: JUNCTION BOX 5" MIN. 1. SLOPE INVERT OF MANHOLE AS INDICATED ON PLAN -PROFILE SHEET 2. LAYERS OF REINFORCING STEEL NEAREST THE INTERIOR AND EXTERIOR SURFACE SHALL HAVE A COVER OF 2" TO THE CENTER OF BARS, UNLESS OTHERWISE NOTED. 3. CONCRETE SHALL BE CLASS "A". 41, 5', OR 6' SQUARE (2 OF 2) REV DATE: MARCH 2O20 STANDARD DRAWING NO. STM-05A LEGEND: AO EXISTING TREE(S) TO REMAIN BO DRIP LINE OF EXISTING TREE (TYP.) CO CONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS AT 3' O.C. OD EXISTING GRADE TO REMAIN EO 2"x2"x8' STEEL POST T-STAKES, 8' O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIP LINE OF 4' MIN HEIGHT ORANGE PLASTIC FENCING INSTALLED PER CITY -APPROVED MANUFACTURER'S SPECIFICATIONS O EXISTING GRADE TO BE DISTURBED HO ROOT PRUNING TRENCH 12" OUTSIDE FENCE NOTES: 1. PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2. NO GRADING, PARKING, STORAGE OR ANY OTHER CONSTRUCTION ACTIVITY WITHIN FENCED AREA. 3. REFER TO TECHNICAL SPECIFICATION 329600. 4. TREE PRUNING BY CERTIFIED TREE TRIMMER OR ARBORIST. THE CITY OF TREE PROTECTION REV DATE: MARCH 2O20 Ann STANDARD DRAWING NO. PLAN DETAIL L-01 Section 9. GENERAL CONSTRUCTION NOTES (See following page) - fi9 'w '� wE�x q > .. 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APPROVED MATERIALS LIST (See following page) WATER Overview Category Basic Product Category Use Specifications Manufacturer Model, Type, or Approved Style Service Connections Distribution System Other Angle Meter Valve 1" Angle Meter Valve 1" Mueller Angle Meter Valve 1" to 2" Angle Meter Valve 1" to 2" Mueller Corporation Stop 1" to 11/2" Corporation Stop 1" to 11/2" Mueller Curb Stop 1" to 2" Curb Stop 1" to 2" Mueller Service Saddle 1" to 1.5" Bronze Double Strap Service Saddle 1" to 1.5" Mueller Bronze Double Strap Service Saddle 1" to 1.5" A.Y. McDonald Bronze Double Strap Service Line 1" to 2" Various Manufacturers Poly Tubing Casing for Service Lines 2" to 4" Schudel 40 or SDR 21 Various Manufacturers PVC Piping for service lines Inserts 1" to 2" Various Manufacturers Insert stiffeners for poly tubing Water Meters 1" to 2" Master Meter Harmony AMI 4G Water Meters Larger than 2" Master Meter Octave AM 4G Meter Box and Lid Up to 1" DFW Plastics 37A Meter Box and Lid 11/2" to 2" DFW Plastics 65A Meter Box and Lid Larger than 2" meters will require vault Tapping Sleeve 2" and larger Smith -Blair Stainless Steel Tapping Sleeve 2" and larger Mueller Stainless Steel Tapping Sleeve 2" and larger U.S. Pipe Stainless Steel Valve, Resilient Wedge Gate 2" and larger Clow Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger Mueller Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger American Flow Control Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger East Jordan EJ Valve Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger M&H Valve Resilient Wedge Gate Valve Valve, Butterfly 16" and larger Clow Butterfly Valve Valve, Butterfly 16" and larger Mueller Butterfly Valve Valve, Butterfly 16" and larger M&H Valve Butterfly Valve Valve, Butterfly 16" and larger American Flow Control Butterfly Valve Valve, Butterfly 16" and larger ValMatic Butterfly Valve Valve, Butterfly 16" and larger Pratt Butterfly Valve Valve, Butterfly 16" and larger DeZurik Butterfly Valve Valve, Check 2" and larger ValMatic Check Valve Valve, Air/Vacuum 2" and larger Vent-O-Mat RBX Series Valve, Air/Vacuum 2" and larger A.R.I. D-060 Valve, Flap Blow-OffValve Waterman Valve Box & Lid East Jordan Adjustable Valve Box & Lid Tyler Union Adjustable Valve Box & Lid Bass & Hays Adjustable Fire Hydrants East Jordan WaterMaster 5CD250 Flush Hydrant The Kupferle Foundry Mainguard #77 Fire Hydrant Reflector Blue Reflector Centerline Supply 3M Raised Fire Hydrant Reflector Blue Reflector Econosigns 3M Raised Fire Hydrant Integral Quick Connect Mueller Integral Storz Connection Automatic Flush Valve Kupferle Eclipse 9400 Automatic Flush Valve Kupferle Eclipse 9800 Casing Spacers Raci Casing Spacers Power Seal Casing Spacers Pipeline Seal and Insulator End Seal Casing Pipe, Bore LinkSeal Coupling, Adapter Ford Coupling, Adapter Power Seal Coupling, Adapter Hymax Coupling, Adapter JCM Coupling, Adapter Romac Coupling, Adapter Smith -Blair Ductile Iron Fittings Domestic Tyler Union AWWA C110/C153 Ductile Iron Fittings Domestic Star AWWA C130/C153 Mechanical Restraints EBAA Megalug Water Meter Vault Park Precast Concrete Fire line valve box Park Precast Concrete Pipeline Marker Blue Rhino Triview 400 66" Bolts Stainless Steel Paint Tnemec Paint Sherwin Williams Polywrap All DI Pipe and Fittings Approved Materials List - Water APRIL 2020 Page 1 of 1 WASTEWATER Overview Category Basic Product Category Use Specifications Manufacturer Model, Type, or Approved Style Collection System Lift Station Other Cleanout Castings & Lids Bass & Hays Cleanout Castings & Lids East Jordan Cleanout Castings & Lids Tyler Union Corrosion Protection Concrete Admixture ConShield Technologies Polymer Concrete Manhole Armorock Chimney Seal Strike Products Chimney Seal Cretex Rain Pans Cretex Manholes Precast Manhole Forterra Manholes Precast Manhole Old Castle Manhole Frame and Cover Standard EJ NPR19-002876011628 Manhole Frame and Cover Bolted EJ NPR19-002876-11629 Manholes Pipe Connectors A-Lok Manholes Pipe Connectors Kor-N-Seal Manholes Pipe Connectors Fernco Manholes Pipe Connectors PSX Manholes I&I Barrier Strike Products End Seal Casing Pipe, Bore LinkSeal Combination Air Valves Force Main ARV's Vent-O-Mat Series RGX, Stainless Steel Combination Air Valves Force Main ARV's ARI Stainless Steel Valve, Plug 2" and larger Pratt Plug Valve Internal coating to be lined with Tnemec Series 431 Permashield PL applied at a thickness of 40 mils DFT Valve, Plug 2" and larger Dezurik Plug Valve Internal coating to be lined with Tnemec Series 431 Permashield PL applied at a thickness of 40 mils DFT Pipeline Marker Green Sewer Main Marker Rhino TriView 400 Service Taps Fernco Pump Submersible Pump Flygt At least one Cutter Pump in Lift Station Pump Submersible Pump KSB At least one Cutter Pump in Lift Station Air -Powered Mixer Grease Control Medora / Grid Bee GridBee AP500 Mixer Pressure Transducer W ika Pressure Transducer KPSI Wet Well Piping Stainless Steel Guide Rails Stainless Steel Electromagnetic Meter Force Main Flow Meter Badger Electromagnetic Meter Force Main Flow Meter Endress Hauser Level Transmitter Echo Echo Plus 6R30 Bolts Stainless Steel Paint Tnemec Paint Sherwin Williams Ductile Iron Pipe & Fittings Lined with Protecto 401 Polywrap All DI Pipe and Fittings Odor Control Odor Control Vent Check Valve Wager Model 1850 Odor Control Purafil Sump Pump Hydromatic Approved Materials List - Wastewater APRIL 2020 Page 1 of 1 STORM Overview Category Basic Product Category Use Specifications Manufacturer Model, Type, or Approved Style Curb inlet Manholes Inlet filters Forterra Bio Clean Grate inlet filters Forterra Bio Clean Inlet access lid East Jordan Ironworks Inlet access lid Bass & Hays Foundry Manhole frame and cover Standard I El 1303461 Manhole frame and cover I Bolted I El 100147987AO1 Pipe Concrete Pipe I Forterra IRCP Concrete Box I Forterra I RCB Approved Materials List - Storm APRIL 2020 Page 1 of 1 wjMFjpp,_ 1111, - Bohm--. 1 -74 lilt-ViLl HUN ...mLehh"In AM Ilium I Tt WATER Overview Category Service Connections Distribution System Other Basic Product Category City of Anna Approved Materials List - Public Infrastructure Use Specifications Manufacturer Model, Type, or Approved Style Angle Meter Valve 3/4" to 1" Ford Angle Meter Valve 3/4" to 1" Mueller Angle Meter Valve 1" to 2" Ford Angle Meter Valve 1" to 2" Mueller Corporation Stop 3/4" to 1 1/2" Ford Corporation Stop 3/4" to 1 1/2" Mueller Curb Stop 3/4" to 2" Ford Curb Stop 1" to 2" Mueller Service Saddle 3/4" to 1.5" Ford Bronze Double Strap Service Saddle 3/4" to 1.5" Mueller Bronze Double Strap Service Saddle 3/4" to 1.5" A.Y. McDonald Bronze Double Strap Service Line 3/4" to 2" Various Manufacturers Poly Tubing Casing for Service Lines 2" to 4" Various Manufacturers PVC Piping for service lines Inserts 3/4" to 2" Various Manufacturers Insert stiffeners for poly tubing Water Meters 3/4" to 2" Master Meter Harmony AMI 4G Water Meters Larger than 2" Master Meter Octave AM 4G Meter Box and Lid Up to 1" DFW Plastics 37A Meter Box and Lid 1 1/2" to 2" DFW Plastics 165A Meter Box and Lid I Larger than 2" meters will require vault Tapping Sleeve 2" and larger Smith -Blair Stainless Steel Tapping Sleeve 2" and larger Mueller Stainless Steel Tapping Sleeve 2" and larger U.S. Pipe Stainless Steel Valve, Resilient Wedge Gate 2" and larger Clow Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger Mueller Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger American Flow Control Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger East Jordan EJ Valve Resilient Wedge Gate Valve Valve, Resilient Wedge Gate 2" and larger M&H Valve Resilient Wedge Gate Valve Valve, Butterfly 16" and larger Clow Butterfly Valve Valve, Butterfly 16" and larger Mueller Butterfly Valve Valve, Butterfly 16" and larger M&H Valve Butterfly Valve Valve, Butterfly 16" and larger American Flow Control Butterfly Valve Valve, Butterfly 16" and larger ValMatic Butterfly Valve Valve, Butterfly 16" and larger Pratt Butterfly Valve Valve, Butterfly 16" and larger DeZurik Butterfly Valve Valve, Check 2" and larger ValMatic Check Valve Valve, Air/Vacuum 2" and larger Vent-O-Mat RBX Series Valve, Air/Vacuum 2" and larger A.R.I. D-060 Valve, Flap Blow -Off Valve Waterman Valve Box & Lid East Jordan Adjustable Valve Box & Lid Tyler Union Adjustable Valve Box & Lid Bass & Hays Adjustable Fire Hydrants Clow Medallion Fire Hydrants Mueller Super Centurion Fire Hydrants East Jordan WaterMaster 5CD250 Flush Hydrant The Kupferle Foundry Mainguard #77 Fire Hydrant Reflector Blue Reflector Centerline Supply 3M Raised Fire Hydrant Reflector Blue Reflector Econosigns 3M Raised Fire Hydrant Integral Quick Connect Mueller Integral Storz Connection Automatic Flush Valve Kupferle Eclipse 9400 Automatic Flush Valve Kupferle Eclipse 9800 Casing Spacers Raci Casing Spacers Power Seal Casing Spacers Pipeline Seal and Insulator End Seal Casing Pipe, Bore LinkSeal Coupling, Adapter Ford Coupling, Adapter Power Seal Coupling, Adapter Hymax Coupling, Adapter JCM Coupling, Adapter Romac Coupling, Adapter Smith -Blair Ductile Iron Fittings Domestic Tyler Union AWWA C110/C153 Ductile Iron Fittings Domestic Star AWWA C110/C153 Mechanical Restraints EBAA Megalug Water Meter Vault Park Precast Concrete Fire line valve box jPark I Precast Concrete Pipeline Marker IBlue jRhino ITriview 400 66" Bolts Stainless Steel Paint Tnemec Paint Sherwin Williams Polywrap All DI Pipe and Fittings WASTEWATER Overview Category Collection System Lift Station Other Basic Product Category Use Specifications City of Anna Approved Materials List - Public Infrastructure Manufacturer Model, Type, or Approved Style Cleanout Castings & Lids Bass & Hays Cleanout Castings & Lids East Jordan Cleanout Castings & Lids Tyler Union Corrosion Protection Concrete Admixture ConShield Technologies Polymer Concrete Manhole Armorock Chimney Seal Strike Products Chimney Seal Cretex Rain Pans Cretex Manholes Precast Manhole Forterra Manholes Precast Manhole The Turner Co. Manhole Frame and Cover Standard EJ NPR19-002876011628 Manhole Frame and Cover Bolted EJ NPR19-002876-11629 Manholes Pipe Connectors A-Lok Manholes Pipe Connectors Kor-N-Seal Manholes Pipe Connectors Fernco Manholes Pipe Connectors PSX Manholes I&I Barrier Strike Products End Seal Casing Pipe, Bore LinkSeal Combination Air Valves Force Main ARV's Vent-O-Mat Series RGX, Stainless Steel Combination Air Valves Force Main ARV's ARI Stainless Steel Valve, Plug 2" and larger Pratt Plug Valve Internal coating to be lined with Tnemec Series 431 Permashield PL applied at a thickness of 40 mils DFT Valve, Plug 2" and larger Dezurik Plug Valve Internal coating to be lined with Tnemec Series 431 Permashield PL applied at a thickness of 40 mils DFT Pipeline Marker Green Sewer Main Marker Rhino TriView 400 Service Taps Fernco Pump Submersible Pump Flygt At least one Cutter Pump in Lift Station Pump Submersible Pump KSB At least one Cutter Pump in Lift Station Air -Powered Mixer Grease Control Medora / Grid Bee Grid Bee AP500 Mixer Pressure Transducer Wika Pressure Transducer KPSI Wet Well Piping Stainless Steel Guide Rails Stainless Steel Electromagnetic Meter Force Main Flow Meter Badger Electromagnetic Meter Force Main Flow Meter Endress Hauser Bolts Stainless Steel Paint Tnemec Paint Sherwin Williams Ductile Iron Pipe & Fittings Lined with Protecto 401 Polywrap All DI Pipe and Fittings Odor Control Odor Control Vent Check Valve Wager Model 1850 Odor Control Purafil Sump Pump Hydromatic STORM Overview Category Curb inlet Manholes City of Anna Approved Materials List - Public Infrastructure Basic Product Category Use Specifications Manufacturer Model, Type, or Approved Style Inlet filters Forterra Bio Clean Grate inlet filters Forterra Bio Clean Inlet access lid East Jordan Ironworks Inlet access lid Bass & Hays Foundry Manhole frame and cover IStandard I EJ 1303461 Manhole frame and cover 113olted I EJ 100147987AO1 THE CITY OF Anna AGENDA ITEM: Item No. 9. City Council Agenda Staff Report Meeting Date: 5/12/2020 Consider/discuss/approve a resolution of the City of Anna, Texas approving and authorizing the City Manager to execute a Roadway Impact Fee Reimbursement Agreement by and between the City of Anna, Texas and Anna Crossing 40PGE, Limited, a Texas Limited Partnership, as shown in Exhibit "A" attached hereto, and providing for an effective date. (Director of Public Works Greg Peters, P.E.) SUMMARY: Anna Crossing 40PGE is seeking to develop Phase 1 C of Anna Crossing. The project requires public improvements to be made to County Road 421 (East Foster Crossing Road). The proposed improvements can be seen in Exhibit 1 attached. On the north side of County Road 421 there is an existing drainage problem due to the existing culvert under the road being inadequately sized. This drainage problem impacts multiple properties as can be seen in Exhibit 2 attached. The City is seeking to partner with the developer to make the necessary improvements to County Road 421 required to both: • resolve the existing drainage problems of the area • adequately convey the post -development runoff from the Anna Crossing Phase 1 C project Staff reviewed the existing conditions and has determined that over -detaining stormwater in Anna Crossing Phase 1 C will not resolve the existing drainage problems impacting the adjacent properties. While Anna Crossing Phase 1 C will still require on -site stormwater detention, improvements to County Road 421 are required to resolve the pre -development drainage issues in the area. The proposed improvements will be constructed to a size and condition meeting the needs of the future roadway expansion for County Road 421. Staff has reviewed the engineering design and cost estimate provided by the developer and finds the proposed solution and costs to be reasonable and consistent with City standards and recent construction costs and this solution is a highly desired opportunity to leverage these funds for public purpose. Since County Road 421 is on the City of Anna Thoroughfare Plan as a future Major Collector Street and is part of the Impact Fee Study, improvements to the road are eligible for reimbursement through roadway impact fees. The reimbursement of roadway impact fees will be limited to the fees collected for Anna Crossing Phase 1 C, the future commercial tracts owned by the developer, and other properties owned by the developer which will directly benefit from improvements to County Road 421. The properties included are shown in Exhibit 3 attached. (Strategic Plan Goal 2: Sustainable Anna Community Through Planned, Managed Growth, Objective 2: Have growth paying for growth) STAFF RECOMMENDATION: Staff recommends approval of a resolution of the City of Anna, Texas approving and authorizing the City Manager to execute a Roadway Impact Fee Reimbursement Agreement by and between the City of Anna, Texas and Anna Crossing 40PGE, Limited, a Texas Limited Partnership, as shown in Exhibit "A" attached hereto, and providing for an effective date. ATTACHMENTS: Description Exhibit 1 - Construction Scope Exhibit 2 - Historic Drainage Problem Area Map Resolution and Impact Fee Agreement Exhibit 3 - Impact Fee Reimbursement Property Upload Date Type 5/6/2020 Exhibit 5/6/2020 Exhibit 5/6/2020 Resolution 5/6/2020 Exhibit Exhibit 1— Proposed Improvements I STA 0+62.00 - EAST FOSTER CROSSING CULVERT CONSTRUCT HEADWALL FOR 3-10X4' RCB PER TXDOT DETAIL PW - FL 3-10'X4' = 694.26 1EAST-fOSTER CROSSING ;CULVERT- I� EAST FOSTER CROSSING ROAD STA 0+00.00 - EAST FOSTER CROSSING CULVERT CONSTRUCT HEADWALL FOR 3-10'X4' RCB PER TXDOT DETAIL PW FL 3-10'X4' = 693.94 � I I I f ------------ fl _ F REMOVE EXISTING 60" CMP AND INSTALL 3-10'X4' RCB --------------- A- 1150 SO FT OF GROUTED Proposed Scope Replace existing 60" corrugated metal culvert pipe with three 10'x4' concrete box culverts for future road widening b Exhibit 2 — Existing Drainage Problem Areas 4 1 f I, fi � Historical area of ponding and drainage issues Existing Undersized Culvert CITY OF ANNA, TEXAS RESOLUTION NO. 2020- - A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A ROADWAY IMPACT FEE REIMBURSEMENT AGREEMENT BY AND BETWEEN THE CITY OF ANNA, TEXAS AND ANNA CROSSING 40PGE, LIMITED, A TEXAS LIMITED PARTNERSHIP, AS SHOWN IN EXHIBIT "A" ATTACHED HERETO, AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Anna Crossing 40PGE, Limited is seeking to construct public infrastructure related to Anna Crossing Phase 1 C, and; WHEREAS, as a key component of the development of Anna Crossing Phase 1 C it is necessary to make improvements to County Road 421, and; WHEREAS, County Road 421 is shown in the City of Anna Master Thoroughfare Plan and the City of Anna Impact Fee Study as a future Major Collector Street, and; WHEREAS, improvements to County Road 421 are eligible for impact fee reimbursement; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Authorization. The City Council hereby authorizes the City Manager to execute the roadway impact fee agreement as shown in Exhibit "A" attached hereto. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this day of 20_ APPROVED: Nate Pike, Mayor ATTEST: Carrie Land, City Secretary EXHIBIT "A" ROADWAY IMPACT FEE REIMBURSEMENT AGREEMENT FOR ANNA CROSSING PHASE 1C COUNTY ROAD 421 This Roadway Impact Fee Reimbursement Agreement for Anna Crossing Phase 1 C County Road 421 (this "Agreement") is entered into by and between the City of Anna, Texas (the "City") and Anna Crossing 40PGE, Ltd., a Texas limited partnership (the "Developer"). WHEREAS, Developer and the City are sometimes collectively referenced in this Agreement as the "Parties," or, each individually, as "Party"; and WHEREAS, it is the Parties' mutual intent that this Agreement shall govern only the subject matter specifically set forth herein and that this Agreement shall supersede any previous agreement between the Parties regarding the subject matter hereof to the extent that this Agreement and any such previous agreement are in direct conflict; and WHEREAS, Developer represents and warrants that it owns and desires to develop certain real property in Collin County, Texas, composed of approximately 49.433 acres of land located entirely within the corporate limits of the City of Anna, more particularly described in the attached Exhibit A (the "Property"); and NOW, THEREFORE, in consideration of the mutual covenants contained herein, the Parties agree as follows: SECTION 1 RECITALS INCORPORATED The recitals set forth above are incorporated herein as if set forth in full to further describe the Parties' intent under this Agreement and said recitals constitute representations by the Parties. SECTION 2 DEFINITIONS Cily Acceptance Date has the meaning ascribed to that term in Section 3(a). City Code means the Anna City Code of Ordinances. Ci . Manager means the current or acting City Manager of the City of Anna or a person designated to act on behalf of the City Manager with respect to this Agreement if the designation is in writing and signed by the current or acting City Manager. City Regulations mean City Code provisions, ordinances, design standards, and uniform codes, duly adopted by the City. Collected Roadwaypact Fees shall have the meaning ascribed to that term in Section 4(b)(1). Developer's Construction Cost, with respect to the Roadway Project, means: the dollar amount actually paid by or on behalf of Developer for the engineering, design, and construction of the Roadway Project at the time of full and final completion, dedication and acceptance of the Roadway Impact Fee Reimbursement Agreement for Anna Crossing Phase 1C County Road 421 — Page 1 Roadway Project, which shall generally include but not be limited to the items listed in the cost breakdown attached hereto as Exhibit C. City inspection fees shall not be included in Developer's Construction Cost. Final Reimbursement Amount, with respect to the Roadway Project, means a dollar amount equal to the lesser of $295,025.00 or the Developer's Construction Cost. Additional costs eligible for reimbursement shall be limited to documented City -approved change orders provided in writing by the Developer as approved by the City Manager or his/her designee. Impact Fee Reimbursement Property means real property as defined in Exhibit B, from which collected Roadway Impact Fees shall be eligible to be reimbursed upon development. Maintenance Bond has the meaning ascribed to that term in Section 3(b). PropeAy means Anna Crossing Phase I as defined in Exhibit A. Reimbursement has the meaning ascribed to that term in Section 4(b)(1). Roadway Improvements means right of way preparation, paving excavation, construction of concrete paving, storm drainage, curbs, signage, roadway transitions, turn lanes, pavement markings, sidewalks, irrigation, landscaping, lighting and any other improvements necessary for a complete roadway system for the Roadway Project. Roadway Project means the construction of Foster Crossing Road Roadway Improvements generally described, without limitation, as the installation of three (3) 10'x4' reinforced box culverts approximately 62' each in length, two (2) corresponding TXDOT headwalls, grouted rip rap, and the removal and replacement of the asphalt roadway generally depicted in Exhibit B, attached hereto, and in accordance with construction plan(s) approved by the City. SECTION 3 GENERAL PROVISIONS (a) Documentation of Actual Amount Paid. Once Developer fully completes the Roadway Project, and before the City has accepted the Roadway Project after inspection, Developer shall provide the City Manager with documentation reasonably acceptable to the City Manager evidencing Developer's Construction Cost. The City Manager shall review the documentation provided and shall approve or deny Developer's Construction Cost within fifteen (15) business days of receipt thereof (which approvals shall not be unreasonably withheld) or a longer period of time if the City Manager reasonably requests additional evidence of the Developer's Construction Cost. Upon approval of Developer's Construction Cost, the City shall issue a written acceptance letter to Developer, which shall signify final acceptance by the City of the Roadway Project (the date of such acceptance shall be referred to as the "City Acceptance Date"). (b) Maintenance Bond. For each construction contract for any part of the Roadway Project entered into by or on behalf of Developer, Developer or Developer's contractor(s), as applicable, further must execute a maintenance bond in accordance with applicable City Regulations that guarantees the costs of any repairs which may become necessary to any part of the construction work performed in connection with the Roadway Project, arising from Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase IC County Road 421 - Page 2 defective workmanship or materials used therein, for a full period of two (2) years from the City Acceptance Date ("Maintenance Bond"). (c) Approval of Plats/Plans. Approval by the City, the City's engineer or other City employee or representative, of any plans, designs or specifications submitted by Developer pursuant to this Agreement or pursuant to City Regulations shall not constitute or be deemed to be a release of the responsibility and liability of Developer, its engineer, employees, officers or agents for the accuracy and competency of their design and specifications. Further, any such approvals shall not be deemed to be an assumption of such responsibility and liability by the City for any defect in the design and specifications prepared by Developer's engineer, its officers, agents, servants or employees, it being the intent of the Parties that approval by the City's engineer or other representative signifies the City's approval on only the general design concept of the improvements to be constructed and that the design plans and specifications meet the requirements of the City Regulations. (d) Insurance. Developer and/or its contractor(s) shall acquire and maintain, during the period of time when the Roadway Project is under construction: (a) workers compensation insurance in the amount required by law; and (b) commercial general liability insurance including personal injury liability, premises operations liability, and contractual liability, covering, but not limited to, the liability assumed under any indemnification provisions of this Agreement, with limits of liability for bodily injury, death and property damage of not less than $1,000,000.00. Such insurance shall also cover any and all claims of any nature whatsoever which might arise or grow out of or otherwise relate to the Roadway Project and any related construction contracts, whether caused by Developer, a contractor, subcontractor, materialman, or otherwise. Coverage must be on a "per occurrence" basis. All such insurance shall: (i) be issued by a carrier which is rated "A-1" or better by A.M. Best's Key Rating Guide and licensed to do business in the State of Texas; and (ii) name the City as an additional insured and contain a waiver of subrogation endorsement in favor of the City. Upon the execution of public improvement construction contracts, Developer shall provide to the City certificates of insurance evidencing such insurance coverage together with the declaration of such policies, along with the endorsement naming the City as an additional insured. Each such policy shall provide that, at least 30 days prior to the cancellation, non -renewal or modification of the same, the City shall receive written notice of such cancellation, non - renewal or modification. (e) Indemnification and Hold Harmless. DEVELOPER COVENANTS AND AGREES TO INDEMNIFY AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND AGREES TO DEFEND THE CITY, ITS OFFICERS, AGENTS, SERVANTS AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING, WITHOUT LIMITATION, DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER HIND OR CHARACTER, WHETHER REAL OR ASSERTED (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS' FEES AND RELATED EXPENSES, EXPERT WITNESS FEES AND RELATED EXPENSES AND OTHER CONSULTANT FEES AND RELATED EXPENSES) ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE NEGLIGENT OR OTHERWISE WRONGFUL ACTS OR OMISSIONS OF Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 - Page 3 DEVELOPER, ITS AGENTS, SERVANTS, CONTRACTORS, SUBCONTRACTORS, MATERIAL MEN OR EMPLOYEES IN CONNECTION WITH THE DESIGN, CONSTRUCTION OR INSTALLATION OF THE ROADWAY PROJECT, INCLUDING BUT NOT LIMITED TO INJURY OR DAMAGE TO CITY PROPERTY. SUCH INDEMNITY SHALL SURVIVE THE TERM OF THIS AGREEMENT. AT NO TIME SHALL THE CITY HAVE ANY CONTROL OVER OR CHARGE OF THE DESIGN, CONSTRUCTION OR INSTALLATION OF ANY OF THE ROADWAY PROJECT NOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED FOR SAID DESIGN, CONSTRUCTION OR INSTALLATION. THIS AGREEMENT DOES NOT CREATE A JOINT ENTERPRISE BETWEEN THE CITY AND DEVELOPER. DEVELOPER FURTHER COVENANTS AND AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY AGAINST ANY AND ALL CLAIMS OR SUITS, BY ANY PERSON CLAIMING AN INTEREST IN THE PROPERTY WHO HAS NOT SIGNED THIS AGREEMENT AND WHICH CLAIMS: (1) ARISE IN ANY WAY FROM THE CITY'S RELIANCE UPON DEVELOPER'S REPRESENTATIONS IN THIS AGREEMENT, OR (2) RELATE IN ANY MANNER OR ARISE IN CONNECTION WITH THIS AGREEMENT OR IN CONNECTION WITH DEVELOPER'S OBLIGATIONS UNDER THIS AGREEMENT. NOTWITHSTANDING THIS PROVISION OR ANY OTHER PROVISION OF THIS AGREEMENT, DEVELOPER SHALL NOT BE OBLIGATED TO INDEMNIFY, DEFEND, OR HOLD THE CITY HARMLESS FOR THE CITY'S OWN NEGLIGENCE, GROSS NEGLIGENCE OR WILLFUL MISCONDUCT. SECTION 4 ROADWAY PROJECT (a) Developer Obligations. - As a condition to receipt of the impact fee reimbursement set forth herein, Developer agrees to construct the Roadway Improvements and complete the Roadway Project in a good and workmanlike manner and in accordance with all related construction plans and permits approved by the City and any other authorities having any jurisdiction over the Roadway Project. (b) CitObligations (1) In accordance with City Regulations and state law, the City shall collect roadway impact fees from the Impact Fee Reimbursement Property as described in Exhibit B at the time of issuance of building permits (the "Collected Roadway Impact Fees") and place such Collected Roadway Impact Fees in a separate and clearly identifiable interest -bearing account. The City shall reimburse Developer up to the Developer's Construction Cost in the aggregate on a quarterly basis (the "Reimbursement"). The City shall provide the Reimbursement to Developer until the Final Reimbursement Amount has been paid in full. The Collected Roadway Impact Fees shall be the sole source of reimbursement or funding that the City is obligated to provide to Developer in connection with the Roadway Project even if the total amount of the Collected Roadway Impact Fees is less than the Final Reimbursement Amount. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 - Page 4 (2) Notwithstanding Section 4(b)(1) above, the Reimbursement authorized by this Agreement and any and all of the City's other obligations under this Agreement shall expire on September 30 in the tenth year after the City Acceptance Date. SECTION 5 EFFECTIVE DATE The "Effective Date" of this Agreement is the date that the last of the Parties' signatures to this Agreement is fully and properly affixed to this Agreement and acknowledged by a public notary. The City's duties and obligations hereunder shall not arise unless and until all Parties have duly executed this Agreement. SECTION 6 TERMINATION This Agreement and all obligations of the Parties hereto, shall terminate upon full performance of the terms of this Agreement. SECTION 7 SUCCESSORS AND ASSIGNS (a) All obligations and covenants under this Agreement shall bind Developer and its successors and assigns. (b) Except for future owners of all or a portion of the Property, this Agreement shall not be assignable by Developer without the prior written consent of the City. SECTION 8 MISCELLANEOUS PROVISIONS (a) Authority to execute contract. The undersigned officers and/or agents of the Parties hereto are the properly authorized officials and have the necessary authority to execute this Agreement on behalf of the Parties hereto, and each Party hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in full force and effect. (b) Default and opportuni , to cure. A Parry will be in default under this Agreement if that Party breaches any material term or condition of this Agreement and such breach remains uncured after forty-five (45) calendar days following receipt of written notice from the other Party referencing this Agreement (or, if the Parry in breach has diligently and continuously attempted to cure following receipt of such written notice but reasonably requires more than forty-five (45) calendar days to cure, then such additional amount of time as is reasonably necessary to effect cure, as determined by both Parties mutually and in good faith). Upon a default, subject to the cure period described herein, the non -breaching Party will have all available rights and remedies under the law and equity. Notwithstanding the foregoing, the City shall be considered in default for failure to provide the Reimbursement immediately upon such failure without a notice and cure period and Developer's sole remedy in such event shall be to seek specific performance of this Agreement. (c) Notice. All notices, demands or other communications required or provided hereunder shall be in writing and shall be deemed to have been given on the earlier to occur of actual receipt or three (3) days after the same are given by hand delivery or deposited in the United States Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 - Page 5 mail, certified or registered, postage prepaid, return receipt requested, addressed to the Parties at the addresses set forth below or at such other addresses as such Parties may designate by written notice to the other Parties in accordance with this notice provision. If to the City: City of Anna Attn: City Manager P.O. Box 776 111 N. Powell Parkway Anna, TX 75409 If to Developer: Anna Crossing 40PGE, Ltd. Attn: Adam J. Buczek Development Partner 8214 Westchester Drive, Suite 710 Dallas, TX 75225 (d) Complete Agreement. This Agreement embodies the entire Agreement between the Parties and cannot be varied or terminated except as set forth in this Agreement, or by written agreement of all Parties expressly amending the terms of this Agreement. (e) Applicable Law and Venue. This Agreement shall be performable and all compensation payable in Collin County, Texas. Venue and exclusive jurisdiction under this Agreement lies in a court of competent jurisdiction in Collin County, Texas. (f) Severability. If any clause, paragraph, section or portion of this Agreement shall be found to be illegal, unlawful, unconstitutional or void for any reason, the balance of the Agreement shall remain in full force and effect and the unlawful provision shall be replaced with a provision as similar in terms and effect to such unlawful provision as may be valid, legal and enforceable. (g) Representation. Each signatory representing this Agreement has been read by the party for which this Agreement is executed and that such Party has had an opportunity to confer with its counsel. (h) Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is hereby acknowledged. (i) Waiver. Waiver by any Party or any breach of this Agreement, or the failure of any 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 of the Agreement. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase IC County Road 421 - Page 6 (j) Miscellaneous Drafting Provisions. This Agreement was drafted equally by the 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. (k) No Other Beneficiaries. This Agreement is for the sole and exclusive benefit of the Parties hereto and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto. (1) Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. (m) No Waiver of Development Ordinances. No waiver of any provision of this Agreement will be deemed to constitute a waiver of any other provision or any other agreement among the Parties. No waiver of any provision of this Agreement will be deemed to constitute a continuing waiver unless expressly provided for by written amendment to this Agreement; nor will the waiver of any default under this Agreement be deemed a waiver of any subsequent defaults of the same type. Nothing herein shall waive any obligations of Developer under applicable City Regulations. [SIGNATURE PAGES FOLLOW, REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 - Page 7 Anna Crossing 40PGE, Ltd., a Texas limited partnership By: Anna Crossing 40PGE GP Corporation, a Texas corporation, its general partner Name: Adam J. Buczek Title: Authorized Signer IN WITNESS WHEREOF: STATE OF TEXAS § COUNTY OF § Before me, the undersigned notary public, on the day of , 2020, personally appeared Adam J. Buczek, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as Authorized Signer of Anna Crossing 40PGE GP Corporation, a Texas corporation, the general partner of Anna Crossing 40PGE, Ltd., a Texas limited partnership. Notary Public, State of Texas (SEAL) Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 — Signature Page CITY OF ANNA Jim Proce, City Manager IN WITNESS WHEREOF: STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned notary public, on the day of , 2020, personally appeared Jim Proce, known to me (or proved to me) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as City Manager of the City of Anna, Texas. Notary Public, State of Texas (SEAL) Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 — Signature Page ATTACHMENTS Exhibit A - The Property (legal description and drawing) Exhibit B — Impact Fee Reimbursement Property Exhibit C — Roadway Project Exhibit D — Breakdown of Costs Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421 — Signature Page EXHIBIT A The Property (See attached) Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase l C County Road 421— Exhibit A ~ " 1600 I - o 49 $ 6�F0 see�k� �6 \III HHM r.F`spin loan; ssr e.. W 1�1�", 9". , 1a--y116ni' 1 w qo z1 nF ne-13as aca�o Q EPPM 010N 1 ,� m O _ .'� `� �4 A Y ... 6 lying 1 z 3 �0 3 Wr L nine 3 =g,`. _ 3 F°w� 2 pz Ro. I otl_� a�4z- ^ a INN, SA DY � Y U 31 ° Pon V 6 � i y o ggE ggN Y �YS� .fl f_ I lip N pub I p LL LL Q ' _ -LIo s $ 2 09�"$Ay�9 EHH e - - - Zoo „3z 4 J Nt'+ €� f gei F� 9_j2 a ��s Sze �y� a p�E z•=fir =�� �3� � � aka _v,ar =zoaa�a 3 x �v rvb qE _ s xVkL _pnu€B S'EY' Y _ k• € ��i� 2 s 5 a Po as , M 6"�F3 �` e'xs }.=:at-"e€ a"-n aRR'n'5 t��5 .5$ 9; abra eg` aEs 3n i ng 9% 6. 2x3 i P ^EY _8 P 2 a'a €r eF �JE a. I;es b s €A INN $' F�k-A E d _s �. of efrS€ aAy .'a N� 4e�3 €e�Eeesk i@ a zs (7 iPaser €. W. A a g�EYy 3 £ g SSEE B ig ids E5 1—' Z EF F€ €A aE E p 5a 5 = § �W 9 €® a p�€ ; ge ag���e ae! 3�€s5_�4a pI� ` g` a [rayaa�a¢�3�, 1 ss��ess ��_e�� aka aE=$3 ire oases a,e�ea as`3d €a Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase l C County Road 421—Exhibit A LEGAL DESCRIPTION BEING a portion of that certain tract of land described in a Warranty Deed with Vendor's Lien to 40 PGE, Ltd. (hereinafter referred to as 40 PGE tract), as recorded in Volume 5387, Page 468, Official Public Records, Collin County, Texas (O.P.R.C.C.T.) and being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 8/CTS, Ltd. (hereinafter referred to as Anna Town Center No. 8 tract), as recorded in Instrument Number 20141203001315490, O.P.R.C.C.T. and being all of that certain tract of land described in a Special Warranty Deed With Vendor's Lien to Anna Crossing 40PGE, Ltd., as recorded in Instrument Number 20190114000044870, O.P.R.C.C.T. and being all of that certain tract of land described in a Special Warranty Deed With Vendor's Lien to Anna Crossing 40PGE, Ltd. (collectively hereinafter referred to as Anna Crossing 40PGE tract), as recorded in Instrument Number 20190114000044860, O.P.R.C.C.T.; said 49.433 acres (2,153,287 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING a one-half inch iron rod with plastic cap stamped "CORWIN" found for the Northerly Northwest corner of said Anna Crossing 40PGE tract, same being the Southwesterly corner of that certain tract of land described as Anna Crossing Phase 1B (hereinafter referred to as Anna Crossing Phase 1B), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Instrument number 2017-570, Plat Records, Collin County, Texas, same being in the East line of that certain tract of land described in a General Warranty Deed to Cecil Burl Cunningham (hereinafter referred to as Cunningham tract), as recorded in Instrument Number 20151123001471250, O.P.R.C.C.T.; THENCE South 89 degrees 16 minutes 12 seconds East, departing the East line of said Cunningham tract and with the common line between said Anna Crossing 40PGE tract, and said Anna Crossing Phase 1B, a distance of 335.89 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of said Anna Crossing 40PGE tract, same being the Northwest corner of that certain tract of land described in a Contract of Sale and Purchase to Robert W. Price (hereinafter referred to as Price tract), as recorded in Instrument Number 1993 - 8676, O.P.R.C.C.T.; THENCE South 00 degrees 06 minutes 25 seconds East, departing the South line of said Anna Crossing Phase I and with the common line between said Anna Crossing 40PGE tract and said Price tract, pass at a distance of 665.04 feet, the Northwest corner of that certain tract of land described in a Deed of Trust to Robert W. Price and wife, Jessica M. Price (hereinafter referred to as Robert and Jessica Price tract), as recorded in Instrument Number 1997-69675, O.P.R.C.C.T. and continue with said course and the common line between said Anna Crossing 40PGE tract and said Robert and Jessica Price tract, pass at a distance of 764.85 feet, the Westerly Southwest corner of said Robert and Jessica Price tract, same being the Northwest corner of that certain tract land described in a Deed of Trust to Louis C. Miller (hereinafter referred to as Miller tract), as recorded in 19930204000086770, O.P.R.C.C.T., and continue with said course and the common line between said Anna Crossing 40PGE tract and said Miller tract, pass at a distance of 778.53 feet, a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the Southeast corner of said Anna Crossing 40PGE tract, same being the Northeast corner of the remainder of said Anna Town Center No. 8 tract and continue with said course and the common line between said Anna Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit A Crossing 40PGE tract and Miller tract for a total distance of 1313.74 feet to a mag nail set for the Southeast corner of said Anna Town Center No. 8 tract, same being the Southwest corner of said Miller tract, same being the North line of that certain tract of land described in a Warranty Deed with Vendor's Lien to Anna Highway 5, LLC (hereinafter referred to as Anna Highway 5 tract) as recorded in Instrument Number 20121228001650300, O.P.R.C.C.T., same also being in East Foster Crossing Road also known as County Road 421; THENCE North 89 degrees 11 minutes 34 seconds West with the common line between said Anna Town Center No. 8 tract and said Anna Highway 5 tract and with said East Foster Crossing Road, pass at a distance of 333.98 feet, the Southwest corner of said Anna Town Center No. 8 tract, same being the Southeast corner of the aforesaid 40 PGE tract and continue with said course and the common line between said 40 PGE tract and said Anna Highway 5 tract and with said East Foster Crossing Road, pass at a distance of 346.13 feet, the Northwest corner of said Anna Highway 5 tract, same being the Northeast corner of that certain tract of land described in a Special Warranty Deed to Anna Economic Development Corporation and Anna Community Development Corporation (hereinafter referred to as Anna EDC tract), as recorded in Instrument Number 20170103000004800, O.P.R.C.C.T. and continue with said course and the common line between said 40 PGE tract and said Anna EDC tract and with said East Foster Crossing Road for a total distance of 2063.93 feet to a mag nail set for the Southwest corner of said 40 PGE tract, same being the existing Easterly right-of-way line of Dallas Area Rapid Transit (DART), as recorded in Volume 5443, Page 5532, O.P.R.C.C.T. and further described in a deed to Houston & Texas Central Railway Company (150' right-of-way), as recorded in Volume V, Page 603, Deed Records, Collin County, Texas; THENCE North 18 degrees 45 minutes 20 seconds East with the common line between the remainder of said 40 PGE tract and the existing Easterly right-of-way line of said Dallas Area Rapid Transit, pass at a distance of 528.41 feet, a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the Northwest corner of the remainder of said 40 PGE tract, same being the Southwest corner of the aforesaid Anna Crossing 40PGE tract and continue with said course and the common line between said Anna Crossing 40PGE tract and the existing Easterly right-of-way line of said Dallas Area Rapid Transit for a total distance of 1166.38 feet to a five - eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the Westerly Northwest corner of said Anna Crossing 40PGE tract, same being in the South line of that certain tract of land described in Warranty Deed to Tommy Cunningham, (hereinafter referred to as Tommy Cunningham tract), recorded in Volume 4802, Page 3430, O.P.R.C.C.T.; THENCE North 18 degrees 45 minutes 20 seconds East with the common line between the remainder of said 40 PGE tract and the existing Easterly right-of-way line of said Dallas Area Rapid Transit, pass at a distance of 528.41 feet, a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the Northwest corner of the remainder of said 40 PGE tract, same being the Southwest corner of the aforesaid Anna Crossing 40PGE tract and continue with said course and the common line between said Anna Crossing 40PGE tract and the existing Easterly right-of-way line of said Dallas Area Rapid Transit for a total distance of 1166.38 feet to a five - eighths inch iron rod with plastic cap stamped "RPLS 4838" found for the Westerly Northwest corner of said Anna Crossing 40PGE tract, same being in the South line of that certain tract of land described in Warranty Deed to Tommy Cunningham, (hereinafter referred to as Tommy Cunningham tract), recorded in Volume 4802, Page 3430, O.P.R.C.C.T.; Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit A THENCE South 89 degrees 26 minutes 26 seconds East, departing the existing Easterly right-of- way line of said Dallas Area Rapid Transit, and with the common line between said Anna Crossing 40PGE tract and said Tommy Cunningham tract, passing at a distance of 663.56 feet a one-half inch iron rod found for the Southeast corner of said Tommy Cunningham tract, same being the Southwest corner of said Cunningham tract, continue same course for a total distance of 1351.10 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for an inner -ell corner of said Anna Crossing 40PGE tract, same being the Southeast corner of said Cunningham tract; THENCE North 00 degrees 11 minutes 26 seconds West, with the common line between said Anna Crossing 40PGE tract and said Cunningham tract, a distance of 197.69 feet to the PLACE OF BEGINNING, and containing a calculated area of 49.433 acres (2,153,287 square feet) of land. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase l C County Road 421— Exhibit A EXHIBIT B Impact Fee Reimbursement Property M.9YllU4 1A.Blsi O5 -v r- 90 9CL M.kT.% aWS Mo W I'll IFq W � O. �OCtj' JII M7 W I-- I, O_ N� QM W f�Y mrQla r� t �rJci� ,++a9ut �3.I££Itp Dom v dr m 4 � 7 � N 41 a wL. m z z H� 4 z 4 ui W VP J hM1 N G]I r� 5� 4W F- x P m � VF I f3 Iq � � r 3 G g Ci ti Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B LRGAL DESCRIPTJON iBBrNo, a trrtat of Imyd out cf tba OratLdison Star-k, Al>maot No. 799, and being pwt of a 2, 04 acto fact, as 3:8wKded in Vol. 4942, pg. 511., u 40,001 arve tract, as described in DooumantNo. 20070409U[1d47Z400, a 43.67 am tract; as desoribed In VoluilRo 5717, Pago. 2431, a 23.80 sure tact, as desuf1bed in Daoiimmt No. 20070208000183 50, a 40.00 tiara tuict, as dosctibed in Volume 5622,1'age 1863, a 129,92 acre tract, as described In Yoluma .5611,, Page 26w, and n 40,5746 4am tract, 6 described in`ciolurne 5619, Pago 2879 irn thelked Reonrds ofCbRitt County, Texas, and being moTo parficularl,}+ clasarihed m follows: BRGMNIM, at a NA inch 3rortTod found at the Rost-nor[Iraurly tioaheast owner of said 40.001 acre tract, being tho west lima ofWi.ldwoM Deigns Add Won, ati addition to tho City of Anna, as doaciibrd In Vol, G, Pg. 746, is the'Plat RC4nrcl9 -Of Collin. C0414, 7.'oxAS] UMMOB, S oath 01 °18' 7 1, Woe t, nloarg the ease H to of laid 40.001 acto twt and tha west lbo of said WildwDod Fums Addition, for a distance of-736,06feet, to 11518 inoh kook rod found ai the sutra west cornea• of saki Wildwood Varms Addition aad Mng an intalor e11 cnrrrer of said 40.001 acre trout; TBMCU Soufb 88"34'0(r Vast, along the Tmr lh line of suid 40.001 acee tract and the south lima of said WildwoDd ftrns,A,ddkion, fox a distance of 1234,50 fbet, to a.519 inch ironfort found at tttanovthaast corruee of said 40,001 =0Iract; ITIENCE, Soudk 0111J.1146"West, dqatting the sot>th line of said ildwood Fams AM don and along the oast line of so Id 40.001 acre #cast, for a dismoe of j! 2230 feet, to a 981nch iron rod found at the §oulheaat "Ao of said 40.001 aam tract and Wrig the uortlteast Conner of Wd 43.67 im treat, Ti3ENM, South 01 8'19" West, trinng the o"t line of said 43.67 wro tract, for a diaWnm of 668.88 feat, to a jh inch iron rocs fottrrd in tits noith line of La Falurn a, an addition to thu aty of Anna, as damibcdln Vol. C, Pinge 41.81n said Plat Recneds,, Ti -JEKCE, Nardi 89*3110111 W09t, along tits south No of said 43.67 ;mao tract and along tits nortltlino of sold i[aPploma, for a d1stango of21MY2 feet, to a point far ='let Rt the itordiwost corna of sald La Palaxrta arvl bontg the "O thoast cornet' of said 129,92 acme vact, THENCE, 8 umh 01 °13'48" West, along the west line of said Ltr Mloma and tU$ o"t line of said 129.92 aoro tact, for a fttance of 1527.89 fret, tD a t4 itrolxlrort rod found at tiro southeast or} am of said 129.92 =0 trust; 'I'Hlii` (M. Noxth 87T3'41.0'bleat, doparrtiug tits wealino rat said Lft Palma, and along the Bondi line of said 129,92 acm Iraat, tor a distance of 15.88 foot, to a hart fibb rod found; ',i,'HENCA�, Noi#h 8902 ° 19"' Nast, along the eouth line of sold 129.92 iron, far a distance of 1884.06 fee[, to a 1h Inch trarrrod Bound; �& t or 5 Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B ,rBF CA North 01°40'03" O, continuing along aald south line, for a dlstunce of 1835 feat, to a- calculated point for comm, TI-DMR, M6 88"19'57" West, oontiniOng along said south lira, fbr a disfcnco ua 952.27 Leek, to a Ow allated point for Corry; TFJH M NW1t 01" 17' } WeRt, departing said s oath llar fof a tiistaac-, of 1937.42 fit, to a K koh Iron iud found it the southeast cot'w of said 40.57% am tract; TkiEKCE, NDjth 88Q14'55" wmt, ulong thy+ soudi lino of W4 40.5756 sorotriact, for a di st"two of 669.97 feet, to a ORIGIAMH poitntfor c0vna, TBENCJI , N(Wh 86o-1;3" 09" West, continuing along WA math lice, foi a diatenpe of 331,49 feet, tv a °/$ inch iron cod found; THHMC H, Noffli 88"12' 42" Vast, cortinaing along said -south Eno, for a distance cX 336.73 feat, to a inoh iron rud 1bund at tiro southwaat comm of aald 40,5756 ham Ouct; TMNCCA North W54'1313ast, silong the west line of eald 40.5756 mt tmot, fLW a distanoo of 1335.14 fact, to a calnufatedpoiukfor oornor In tha south line of sold 129.92 sore tract; TH] K B, North 88°19' 57" West, along the aWk lino of said 129M aoxa tract, far a distance of 853.62 fef-t, ixi a oalmhted point foi' soma' at the southwest oarnw-of sedd 129,92 acre track; T.899CA Natth 19"48'29"Host, along the west dine of said 129.92 acre tent, fin a digtancc of 2482.75 fCrt, to a cutouulated paint fog` coWea' at tho nmthwest career of said 40,00 mwa tract Ram being the sovthw t,�orner of Bo id 218,614 acPe tract; 'Tf33N , Nodh X V49WBn4 aloe g the wart Sine of said 138.614 tict+e toot, fvf a distance of 797.79 fed, to a enlaulstodPoint tot coff[Oc at Tba point of cuvvature of a cuxvD to the left, having umdius. of 2914,83 fact, Ft ccnt�nl Rage of 17054' W, and a ieugeut of'417,40 feet; T13ENM (*nOnning along said wu8t lip and with sold curve to tho IeftBIT an KO distance of 907,41 Poet (Chord Bamlt<g NoNh 10'53'581" East - 903.75 feot), to a caloolated pointfoi corner'; 'I'I-jWCH, Nolilt 01058152" F?11st, vanflmling olnng astd watt 111 te, for a diatauco of M-33 fit, to a (WoOsted polrttfor comr at the northwest comer of said 2.38.614 aa--0 tract; THENC1% ougi 8814TIS"I3aK, along the 1lotffi line of sold 2M.614 $ore tract, fof a distanco of ' 1359,79 fcot, to a 4" x4" concratoinonumont, found; TE CS, South 88°52' 10" East, contillulag along said IZOAb lino, for u distance of 661.91 ie*t, to a 4"x4" concn" monummt fmind; G coI Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421- Exhibit B 7FENCE, Sokith 88'46'3091W, outs nning along s4id noklh line, for s 41stnrwe, of 114R.22 feet, to a 5!8 inch Im rod found; - MENCB, Sot th 88°16'31" BRO, contimiing aimg said north luxe, for A dhtme of 1556.75 feet, to the POINT OF}3 AGINt ING qnd cwfl Wng 569,397 Borg oflan,d. i6 S d. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase IC County Road 421— Exhibit B LEGAL DESCRIPTION TRACT R IGate■ uMd V130,16 DEMI FUM 24.27 Acras :I 1AIM III Me 4M@ of rokim C$Wlky at NII Iran pair of Ilur 0ragd4su11 Sfe' uk %Ulv , Antliek rfo. M. Wig ilea [Wirt of a "IM oora lkatk II w rowdod under �drinky Clorl, I , k1f - 000111 Af' the Colltq �olj* Gang 1{oWs with lwid liralnlroa Jielnp auto portIgibrly ifnseilileif as $r'IIU 4r U.IR+prti1lNr# sII 0 1Millucef KI)m fuuud ltwMug the hdeiwaicui of uia vKit rhiulte lydddle Ar WizV JtaaQ 422 wilIi the rfr!ti Plot-orway 111sa of SIAIA Hlghwoy ND. 6 ocdd conlor Ixla; mo iomthml senior' of IN hnrolrl-dowrlhod promkou and tl10 rmiheost ornnr of u A." +taro kol as naardNI ld VAPw Mo. 1'ao N 1 61 ihis -PAR r` it* LnM Mitods, TKNOE with the kr lto Irilddlo 0 Cowltity roud 122p Hie aodUl Irile ul udd proriL eR illld 11,9 nolrk pier of WU 00 acre Not, 4hot 741.90 to6t #o a rullraotl Grkkv Pot at i is o�pPpr000f mb collj�t14� InjoliaRklon of Cwnly Road 422 wtkh L'0Onty Rend 423 inapklnpp Elio Kod.1y4ak pnr11E1 of nufd ruyiralrkt, Ora nolEliwoaN e011WA, of WEI A.96 lrora Irm. Ind Whig 41 r1,a oast 111ie Ur Ndpyf'fr 17,4f19A bete teas#; 1HRIff all ilia gprlbzrrnnko rnrfl:lle of Lbrrniy WO 4 3 #i i ih4a ORI lIW nI linkl ramfaon, lhp sioni 11110 rA milli;4MFO orro trail, drul ilho "St 11ria off ewvd aniol froald of layul, Barth Flak, puAInq tI[ 270.7P.. IM cl Irom rod Mid, pri I11.4 a1 14Ui tool n �,.bcfr Iron rod foulr,d, P4ef44j 0 pk95 I66t a 9 4dr kon iod 14urlr, pgd Ktill ck 73frM laal a �-rnolr resin roll i0U11{r, paaollrp tit 0016400 k �e-rant hvA rod towcK peering ml 1M.00 feat o fSV_ will towd Niwki g ihu rnkotaaoklon of CavFMy A"d IW6 ( odIog ,r�u�l), a*ipig at I10,54 feol u Rkl., Iuill 1`40101 -arid aanI1WMg for c1 MI �h'artyi144 V 119-DO rtai to d I'Viln-W it IM Act nler q IN 1161drrrant ovrnrr M wlsl pol3i ,os Hair klio auuUrrruk omridr of a 1.6 Nro frank m romxhid +inor 4airlrty MA 94-011140 W {lie Oull1a f:uunky btrig Ii4laor11u1 IJIME with iho ii0li Jkic rrr ndil luenilana nod flirt darl!2r Mo 0 onrd 1.21 W-0 lrmol, Harlh 00,4110, rfal. vousln9 al; 2104 ifoat a 9-11%% NIP rtld f1 jjW I1101KdIg IN cou k mt milor of rrei4 1,21 4Cra Wal olld Uw aautlivuek corlw of o MH ours tract (601M the miwly t1aiHal a1 [1 6.2b dpw f1dcl as lucadehl fn volulno &H. Pop Wjb nI fhb Gaunt Nqnty lwwr flsfeuvjki) inr a widl ills ovo or M76 1e61. io n UCA eoRod koll Tcd r�oAd Ili [lit nest irgrsi-afrmry tlna of SWko Hl+oluq W, G I114Ipikuf [Ile couilmst c9inu e sill SM gcla Im6l plltl k11A aiarlrl"l iurw?r if uliH profftm 7# R wlWr I& ,1a1�1urly Pw a4 mill Irrelfilkar lilt! tlho rfeuturly 110it--uk" AS of Sklte *IMrq kfa. fi dy fotalrs: ,'inukh o 1i71'%30k %c 120.22 i4al ID 0 Mmnn cnppal M-rneli kin rat ook rnarkhl9 #Ira hng1rrnlq of a o" In lire dlafll; SnulIYN*%rly iftj mW o wxe having a o6nk4 onl1f, od 114'aftl' Ali a mllsla of n9{ ?2 fflok, W dr1 Are *tfreo of OWA f6ot �6ord - fr`oulk k7G, k40" 41(+a1. A0 M, ivall) %u tr lkcnme clI red }-lneh trim rod 11ak eforklrYj # I1 Dad of umhl Own; Sixth 1Fr N OR %aSR, idd,b$ Kswk is 1110 poll of 1491-111114 alNI oon'ulning 1.057,338 alldwa feat e1' PAX netts or hPA, Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase IC County Road 421- Exhibit B LEGAL DESCRIPTION TRACTS 1,FGAL b5SC IPTION VIN0 H 39.9941 QDM irttj orlejjci Ww(e0 in iltia CaRAHOlSDN GTAPK SUR1r-�1r,AOR'Z'ffflM Ma M �,PlElrl ',;Kjo71y,'fexna �41id king pwl W ftl celfed 174,M aore tracl of land aonveye(l by 00d ID H- $- w0an0, dmled June I s}, 7 ��'�, reanraa�cl Irti Vaiwtta 4 ��, Pskye 7A�, d I1#�co rtla, Cr�111rr Gouniy, � ip•R•�•C.7,} eJ�€t �aing mom WtbldSFIV tdeeGrlh@Pd as 1011OWN KNIWO al a IM Ir0h rod KIM for cord t In blia eeul114e0 rPg w*vjay lira fit III,? �{ ul .-I IN nmo f fl and d fs I OV K.CM) fled being in Mh-b tohlot of Cajnry R0 421 #10d tx�IrrQ 9,9 4 fibre kid OfIM1 1 f1FNOP- N 10 de61, 66 mli1. Do ostE4 PWO the Wll A81. 0111-OFM 1106 f 11-FR,rt„ s �lOaN*3 nf'1,96�,+10 ie�t ad o TnmdCl#� nfdrfix �ihanre�o �Gw�l �lrVolui�i� 4�tha 1wes,01�,��� ��o I�.if,i1.� � tobd 21 ry �'� t��,�t nt faild �:orrreYetl by 6 to c1q. P wnhx 0 voo, I, Wong lie Fount lln�] of aaltl '19.211 Wo Ir&A of UM fond slab Lj1ong lbtl $�ulh 1110 or 10,p11 #lute Iratt Gf loq ovvoy d by dAM 10 to°p R. Cur;n1il+ghen1, rol�15xled hti VONIr19 4002L PW 38. f ..'k'„ in dlstall40 q€1,81%0 t foes; ib iN M, Iron rod louikd for cmr3ow' arvl N)lk,fk Iliamki Wl wrnef flf s l n+:1I l3, nrilrkghoir, iri,cl of loild UA being In tto ova*t Ifne 01 ave11ad f3.164 my Wal ONEInd wnwypd by d"d AIWFfnnl� racaddoQlh 000007kt "0140, Jr HENCE 8 01) dmp, 44 rnlrk �13 W. I~, 419" OD wort flub - of esfd 10,4tk� acro lrjratof larld, b MWLM of K,116 ioel tp N 1J2¢ Iran rod kSpl Fcil �oMar and Mnp In ifia 0111 f of Coteljy 11%(I IZI, wd oleo bolaD ll�e snulkx "t iv)Tner f 8�i911D,K�+1 acre lr9�at o[f�ntl; 1 I�hIC N 60 d", 44 iwflrl. �0, 4N, f tk k{� U rn c nler of I Gotk�lly i sd 4 i, ~`iaix a of 1.7 4,4 4fi 1 DINT p BEGINNil-l0 Alin oarilalnf l� 1,742,160 %q, H- ur 3p, 5 sow aliarril Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B 7 ; ! �41 4.111 ACRES I Oft In,976 SQUARE faanana I ANNA TfMN [EMIEP I mfYtuunfNt NPM9rn I M141 N3001315Ml0 I PPACCT. I +YP lI ]rw znac � PLKE PF - er3aarenrc BEING 4.086 acres (177,976 square feet) of land in the Granderson Stark Survey, Abstract No. 798, City of Anna, Collin County, Texas; said 4.086 acres (177,976 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 8/CTS, Ltd. (hereinafter referred to as Anna Town Center No. 8 tract), as recorded in Instrument Number 20141203001315490, Official Public Records, Collin County, Texas (O.P.R.C.C.T.); said 4.086 acres (177,976 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING at a mag nail found for the Southeast corner of said Anna Town Center No. 8 tract, same being the Southwest corner of that certain tract land described in a Deed of Trust to Louis C. Miller (hereinafter referred to as Miller tract), as recorded in 19930204000086770, O.P.R.C.C.T., same being the North line of that certain tract of land described in a Special Warranty Deed with Vendor's Lien to Anna Highway 5, LLC (hereinafter referred to as Anna Highway 5 tract), as recorded in Instrument Number 20121228001650300, O.P.R.C.C.T., same being the South line of said Granderson Stark Survey, same being the North line of David E W Babb Survey, Abstract Number 33, same also being in East Foster Crossing Road, also known as County Road 421; Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase IC County Road 421— Exhibit B THENCE North 89 degrees 11 minutes 34 seconds West with the common line between said Anna Town Center No. 8 tract and said Anna Highway 5 tract, and with the common line between said Granderson Stark Survey and said David E W Babb Survey, and along said East Foster Crossing Road, a distance of 333.98 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southwest corner of said Anna Town Center No. 8 tract, same being the Southeast corner of that certain tract of land described in a Warranty Deed with Vendor's Lien to 40 PGE, Ltd. (hereinafter referred to as 40 PGE tract), as recorded in Volume 5387, Page 468, O.P.R.C.C.T.; THENCE North 00 degrees 11 minutes 26 seconds West, departing said survey line and said East Foster Crossing Road and with the common line between said Anna Town Center No. 8 and said 40 PGE tract, a distance of 529.48 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northwest corner of the herein described tract; THENCE North 89 degrees 49 minutes 30 seconds East, departing the West line of said 40 PGE tract, and crossing said Anna Town Center No. 8 tract, a distance of 334.71 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of the herein described tract, same being in the East line of said Anna Town Center No. 8 tract, same being in the West line of said Miller tract; THENCE South 00 degrees 06 minutes 25 seconds East, with the common line between said Anna Town Center No. 8 tract and said Miller tract, a distance of 535.21 feet to the PLACE OF BEGINNING, and containing a calculated area of 4.086 acres (177,976 square feet) of land. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B Tract 5 — Survev and Legal Description xn•, «wig„". a440rm � ? ��hr.xl'.Ci. Hd] `5����. � i�6mwe onxcct. rrux �.,� onr_er.f��0. irSi.i.• .w.N �y FFCC I LJ c II� 1E, 6.013 ACRES -,�4_'_ y _ of OR 261,919 SQLl4RE fE� � �a°+nM �- PQMWN OF niIXNM 'r 11 �r' I ,wNO. ikT1 ETC, I f• IXV7TR4M1EHT HIM9Ef 1�; �N 2M"a W315M ! � .II rF! I va 0.rxGC�� rw rl I $ f — i! —INS Ra r r I i T �� + r � .bYdHu*PIFI,r1IX a[rncc• � f . ''Nam—r'$p---� . uaF iOGflki Of® w.r�.�xno-.x mr.��n� .a:4°ov�or.n,.,r �_W enrr, vxxrn. l�•�^�'^•-- ° _ .tlJ0.1F,�IriE r. nrarr• nraye�P:a�A!ll••J� BEING 6.013 acres (261,919 square feet) of land in the Granderson Stark Survey, Abstract No. 798, City of Anna, Collin County, Texas; said 6.013 acres (261,919 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed to Anna Town Center No. 8/CTS, Ltd. (hereinafter referred to as Anna Town Center No. 8 tract), as recorded in Instrument Number 20141203001315490, Official Public Records, Collin County, Texas, (O.P.R.C.C.T.); said 6.013 acres (261,919 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING at a one-half inch iron rod with plastic cap stamped "CORWIN" found for the Northwest corner of said Anna Town Center No. 8 tract, same being the Southwesterly corner of that certain tract of land described as Anna Crossing Phase I (hereinafter referred to as Anna Crossing Phase 1B), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Instrument number 2017-570, Plat Records, Collin County, Texas, same being in the East line of that certain tract of land described in a General Warranty Deed to Cecil Burl Cunningham (hereinafter referred to as Cunningham tract), as recorded in Instrument Number 20151123001471250, O.P.R.C.C.T.; THENCE South 89 degrees 16 minutes 12 seconds East, departing the East line of said Cunningham tract and with the common line between said Anna Town Center No. 8 tract, and said Anna Crossing Phase 1B, a distance of 335.89 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of said Anna Town Center No. 8 tract, same being the Northwest corner of that certain tract of land described in a Contract of Sale and Purchase to Robert W. Price (hereinafter referred to as Price tract), as recorded in Instrument Number 1993-8676, O.P.R.C.C.T.; Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B THENCE South 00 degrees 06 minutes 25 seconds East, departing the South line of said Anna Crossing Phase 1B and with the common line between said Anna Town Center No. 8 tract and said Price tract, pass at a distance of 665.04 feet, the Northwest corner of that certain tract of land described in a Deed of Trust to Robert W. Price and wife, Jessica M. Price (hereinafter referred to as Robert and Jessica Price tract), as recorded in Instrument Number 1997-69675, O.P.R.C.C.T. and continue with said course and the common line between said Anna Town Center No. 8 tract and said Robert and Jessica Price tract, pass at a distance of 764.85 feet, the Westerly Southwest corner of said Robert and Jessica Price tract, same being the Northwest corner of that certain tract land described in a Deed of Trust to Louis C. Miller (hereinafter referred to as Miller tract), as recorded in 19930204000086770, O.P.R.C.C.T., and continue with said course and the common line between said Anna Town Center No. 8 tract and said Miller tract for a total distance of 778.53 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southeast corner of the herein described tract; THENCE South 89 degrees 49 minutes 30 seconds West, departing the West line of said Miller tract, and crossing said Anna Town Center No. 8 tract, a distance of 334.71 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southwest corner of the herein described tract, same being in the West line of said Anna Town Center No. 8 tract, same being the East line of that certain tract of land described in a Warranty Deed with Vendor's Lien to 40 PGE, Ltd. (hereinafter referred to as 40 PGE tract), as recorded in Volume 5387, Page 468, O.P.R.C.C.T.; THENCE North 00 degrees 11 minutes 26 seconds West, with the common line between said Anna Town Center No. 8 tract and said 40 PGE tract, pass at a distance of 586.15 the Northeast corner of said 40 PGE tract, same being the Southeast corner of said Cunningham tract, continue same course with the common line between said Anna Town Center No. 8 tract and said Cunningham tract, for a total distance of 783.83 feet to the PLACE OF BEGINNING, and containing a calculated area of 6.013 acres (261,919 square feet) of land. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B EXHIBIT C The Roadway Project (ZJO 0 NV -id NIV6U N"Jois qISO vis��re.,el�x e•e<I.Ils��u•'s••.Ia•=ex-rxu rum, �.'••i is rA SNI833NISN3 SVX31'VNNb b ZI 3 IS IN N v S "J 01� 3SVHd ONISS080 NMOl VNNV • I 9 + r I I e I I I I i k } 1 I d F rlJ ba� i , ahlki i5�y� ��yyyy F s 3�� I GE 5'Z7 — lit;,., C _ 8$ I yy , I °g�g�'fl:Iil� J 3NIrI11YA Y' ;I Ig ee j 3NYI1rrA qq 1 I u • I I fj G i � Sx• 4 I �� I '� �L 6i SS 6 � I ! K��ae i i Its G�� s w�ira xA;, I r p ad I s I a0 I + b b I I @pia ,zl I I - r , I mM p .+�• II b M1� .�INHi� +o+a me 1 o-. � .ae ww. r�.y+ x.r,.+:Tf.w - wn.e ne v.l •w-.�-4c�(wa...a "•.ns� c.e\�«N�. .r. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421— Exhibit B EXHIBIT D Breakdown of Costsl PROJECT QUANTITIES- CR 421 IMPROVEMENTS 4/15/2020 SECTION 1-ENGINEERING ITEM DESCRIPTION QUANTITY UNIT COST/UNIT TOTALCOST 1.1 Geotechnical Investigation 1 LS $0.00 $0.00 1.2 Design Survey 1 LS $1,500.00 $1,500.00 1.3 Engineering Design 1 LS 1 $7,500.00 TOTAL COSTS $9,000.00 SECTION II-MISC ITEM I DESCRIPTION QUANTITY UNIT COST/UNIT TOTALCOST 2.1 Material Testing 1 LS $1,200.00 $1,200.00 2.2 ROW Acquisition (estimated cost) 1 LS $0.00 $0.00 2.3 Construction Staking 1 LS I $1,250.00 I $1,250.00 2.4 As Built Plans 1 LS $200.00 $200.00 TOTAL COSTS $2,650.00 SECTION III -EROSION, GRADING AND DEMO ITEM DESCRIPTION QUANTITY UNIT COST/UNIT h, TOTALCOST 3.1 Site Work -Initial Grading and Cut Back 1 LS $2,500.00 $2,500.00 3.2 Site Work -Tree removal, Disposal and Demolition 1 LS $0.00 $0.00 3.2 Site Work -Asphalt Removal and Replacement 130 SY $150.00 $19,500.00 3.3 Remove Existing 60" CMP 1 LS $2,000.00 $2,000.00 3.1 Site Work-Backfill and Fine Grading 1 LS $1,500.00 $1,500.00 3.8 Erosion Control - Drainage - Silt Fence -With Wire Backing 600 LF $2.00 $1,200.00 3.9 Erosion Control - Grassing -Seeding -Square Yard 25000 SF $0.25 $6,250.00 TOTAL COSTS $32,950.00 SECTION IV - STORM DRAINAGE ITEM DESCRIPTION QUANTITY UNIT COST/UNIT TOTALCOST 4.1 10'x4' RCB 189 LF $750.00 $141,750.00 4.2 3-10'x4' Headwall - TxDOT (PW) 2 EA $50,000.00 $100,000.00 4.3 Grouted Rock Rip Rap 45 SY $115.00 $5,175.00 4.4 Traffic Control 1 MO $3,500.00 $3,500.00 TOTAL COSTS $250,425.00 TOTAL $295,025.00 $0.00 1 Note, costs are an estimate only and the final construction costs shall be determined by the actual amounts paid for the Roadway Project. The estimated costs herein shall in no manner limit the eligible reimbursement. Roadway Impact Fee Reimbursement Agreement Anna Crossing Phase 1C County Road 421- Exhibit C 4817-7010-7834v.4 19719-103 4/20/2020 F � r y . Anna Town , 1 Square V . IOU J. fir f ■ r. w Colin County Outer 'T _ Loop 1 AL P. k ' - +- THE CITY OF Anna AGENDA ITEM: Item No. 10. City Council Agenda Staff Report Meeting Date: 5/12/2020 Presentation to the City Council with an update on the utility rate study and initial utility rate findings. (Director of Public Works Greg Peters, P.E.) SUMMARY: As previously presented and discussed with City Council, the City of Anna has contracted with NewGen Strategies to conduct a study of the city's water and sewer rates, and to determine necessary changes to the rate structure in response to continued increased costs for purchasing water through the Collin Grayson Municipal Alliance from North Texas Municipal Water District, continued increased costs for transporting and treating wastewater from North Texas Municipal Water District and the City of Melissa, lack of bonding capacity and capital recovery funding for infrastructure maintenance. As you know, this was identified last year as a part of the Budget process, presented to City Council during the Budget work shop, with the City Manager's initial review of the Utility upon his arrival, and included in the City Budget in the City Manager's Budget Message for FY2020. (The FY2020 budget can be found at the following link, provided herein for your convenience: https://www.annatexas.gov/ArchiveCenter/ViewFile/Item/1026) For over the past 5-years, the City has held water and sewer rates flat, while purchase and treatment costs have risen up to 10% or more each year. Additionally, the scheduled inter -fund transfers to the General Fund for service rendered to the Utility have not occurred due to the financial inability to meet such obligations. While these actions have been beneficial for the businesses and families of our community by keeping the billing structures low, the Utility Fund has reached a point where it is no longer solvent and is not capable of keeping this practice in place going forward. This is of great urgency, as it limits bonding capacity or the Utility Fund for much needed capital replacement projects, to which no funding has been available for many years and such a continued process all but limits the ongoing ability to provide required service for existing customers. Staff and NewGen will give a presentation showing the findings of the study and initial utility rates for the City Council to discuss. Strategic Connection This items supports the City of Anna Strategic Plan, specifically advancing Goal 4: High Performing, Professional City, Objective 1: Upgrade financial systems and planning processes. STAFF RECOMMENDATION: Staff is seeking feedback on the initial rate findings. Staff is also seeking feedback on how the Council would like to see any rate changes implemented if/when adopted.