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04/15/2024-CC-Agenda Packet-RegularCITY COUNCIL MEETING AGENDA APRIL 15, 2024, 6:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE WORK SESSION TO ORDER AND ESTABLISH A QUORUM DISCUSSION ITEMS 1. Presentation and overview of Finance Department operations. OVERVIEW OF ITEMS ON THE REGULAR AGENDA ADJOURN THE WORK SESSION The Regular Meeting will begin following the Work Session but not earlier than 7:00 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Council on any matter. Comments related to public hearings will be heard when the specific hearing begins. Citizens are allowed 3 minutes to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to be presented. Citizens who wish to address the Council with regard to matters on the agenda will be received at the time the item is considered. The Council is not allowed to converse, deliberate or take action on any matter presented during citizen input. SPECIAL PRESENTATIONS AND ANNOUNCEMENTS Mayoral proclamations, presentations of awards and certificates, and other acknowledgments of significant accomplishments or service to the community. 2. Proclamation - Mental Health Month in the City of Sanger 2024 1 CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Councilmember to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 3. Consideration and possible action on the minutes from the April 1, 2024, meeting. 4. Consideration and possible action on Ordinance No. 04-06-24 to impose additional penalty for collection costs. 5. Consideration and possible action approving an amended contract for the collection of delinquent property taxes between the City of Sanger and McCreary, Veselka, Bragg and Allen, P.C., and authorizing the City Manager to execute all necessary documents. 6. Consideration and possible action on the Final Plat of Marley Meadows being 19.653 acres described as A0658A JANUARY TR 3, located in the City of Sanger’s ETJ, and generally located on the west side of Sam Bass Road and approximately 1307 feet north of the intersection of FM 455 and Sam Bass Road. PUBLIC HEARING ITEMS 7. Conduct a public hearing on Ordinance No. 04-07-24 amending Sanger’s Water Conservation and Drought Contingency Plan. ACTION ITEMS 8. Consideration and possible action on Ordinance No. 04-07-24 Amending Sanger’s Water Conservation and Drought Contingency Plan. 9. Consideration and possible action on selecting a possible layout concept for the new Downtown Park. FUTURE AGENDA ITEMS The purpose of this item is to allow the Mayor and Councilmembers to bring forward items they wish to discuss at a future meeting, A Councilmember may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Council or at the call of the Mayor. INFORMATIONAL ITEMS Information Items are for informational purposes only. No action may be taken on items listed under this portion of the agenda. 10. Atmos Rider GCR - Rate Filing under Docket No. 10170 - March 26, 2024 2 ADJOURN NOTE: The City Council reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on April 10, 2024, at 4:15 PM. /s/Kelly Edwards Kelly Edwards, City Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 3 CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the April 1, 2024, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the minutes from the meeting on April 1, 2024. ATTACHMENTS: City Council minutes 4 Item 3. City Council Minutes 04-01-2024 Page 1 of 4 CITY COUNCIL MEETING MINUTES APRIL 01, 2024, 7:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the regular meeting to order at 7:00 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett Councilmember, Place 3 Dennis Dillon Councilmember, Place 4 Allen Chick Councilmember, Place 5 Victor Gann COUNCILMEMBERS ABSENT None STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Finance Director Clayton Gray, Director of Development Services Ramie Hammonds, Marketing and Civic Engagement Director Donna Green, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Chick gave the Invocation. The Pledge of Allegiance was led by Councilmember Gann. CITIZENS COMMENTS No one addressed the Council. 5 Item 3. City Council Minutes 04-01-2024 Page 2 of 4 CONSENT AGENDA 1. Consideration and possible action on the minutes from the March 12, 2024, meeting. 2. Consideration and possible action on the minutes from the March 18, 2024, meeting. 3. Consideration and possible action to accept a donation of wireless internet to include all necessary equipment and the monthly service in Porter Park from Nortex Communication and authorize the City Manager to sign the donation agreement. 4. Consideration and possible action on Interlocal Cooperation Agreement for shared Governance Communications and Dispatch Services System with the Denton County Sheriff’s Office and the City of Sanger, Denton County, Texas. 5. Consideration and possible action on the Final Plat of the Bentley Addition, being 1.064 acres of land described as A0658A JANUARY TR 33A, 34A, and 35A(PT) located in the City of Sanger’s ETJ, and generally located on the east side of FM 2450 approximately 162 feet north of the intersection of FM 2450 and FM 455. 6. Consideration and possible action on the Preliminary Plat of Duncan Retail, being 5.770 acres of land described as A1241A TIERWESTER, TR 222(PT), located in the City of Sanger, and generally located on the east side of the I-35 Frontage Road approximately 60 feet north of the intersection of I-35 Frontage Road and S 5th Street. 7. Consideration and possible action on the Preliminary Plat of the Church Street Addition, being 1.01 acres, of land located A1241A TIERWESTER, TR 175, 1.012 ACRES, OLD DCAD SHT 3, TR 12, located in the City of Sanger, and generally located on the east side of South Stemmons Frwy at the intersection of I-35 Frontage Road and Church Street. 8. Consideration and possible action to purchase three new Ford F150 Responder Patrol Trucks from Silsbee Ford utilizing TIPS Purchasing Cooperative. 9. Consideration and possible action selecting First United Bank as the City’s bank depository and authorizing the City Manager to execute all necessary depository documents. Mayor Muir removed Item 3 and Item 4 from the consent agenda for further discussion. Motion to approve Items 1-2 and Items 5-9 made by Councilmember Bilyeu Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. 6 Item 3. City Council Minutes 04-01-2024 Page 3 of 4 Consent Item 3 Joey Anderson, Nortex Communication, provided an overview of the donation and mentioned that Nortex would provide a report to the Council at a future meeting regarding the installation of fiber in the city limits. Motion to approve Item 3 made by Councilmember Bilyeu Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. Consent Item 4 City Manager Noblitt provided an overview of the difference of the budgeted and contract amounts. Motion to approve Item 4 made by Councilmember Bilyeu Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. FUTURE AGENDA ITEMS No new items. INFORMATIONAL ITEMS 10. Properties for Release from the Extra Territorial Jurisdiction Per Texas Local Government Code 42.101 and 42.104. Discussion ensued regarding those properties and no action taken by the Council 11. Financial Statements January 2024 and February 2024 12. Disbursements Report February 2024 7 Item 3. City Council Minutes 04-01-2024 Page 4 of 4 ADJOURN There being no further business, Mayor Muir adjourned the meeting at 7:17 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 8 Item 3. CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Clayton Gray, Chief Financial Officer AGENDA ITEM: Consideration and possible action on Ordinance No. 04-06-24 to impose additional penalty for collection costs. SUMMARY:  The preceding item was to approve an amended contract for the collection of delinquent property taxes between the City of Sanger and McCreary, Veselka, Bragg and Allen, P.C.  This Ordinance imposes the penalty for collection costs on delinquent property taxes. FISCAL INFORMATION:  Budgeted: NO Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION:  Staff recommends approval of the Ordinance. ATTACHMENTS:  Ordinance 04-06-24 9 Item 4. Ordinance – Impose Additional Penalty for Collection Costs Page 1 of 3 CITY OF SANGER, TEXAS ORDINANCE #04-06-24 AN ORDINANCE OF THE CITY OF SANGER TEXAS, TO IMPOSE AN ADDITIONAL PENALTY FOR COLLECTION COSTS; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; AND PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City of Sanger (the “City”) is a home rule municipality regulated by state law and Charter; and WHEREAS, the Texas Property Tax Code, §33.07 provides that a taxing unit may impose an additional penalty to defray the costs of collection of delinquent property taxes that remain delinquent after July 1; and WHEREAS, the Texas Property Tax Code, §33.08, provides that a taxing unit may provide that taxes that become delinquent on or after June 1, under §§ 26.07, 26.15, 31.03, 31.031, 31.032, 31.04, incur an additional penalty to defray the costs of collection; and WHEREAS, , the Texas Property Tax Code, §33.11, provides that a taxing unit may provide that taxes assessed against tangible Personal Property incur an additional penalty to defray the costs of collection if not paid within sixty days after the date that the taxes become delinquent; and WHEREAS, §§ 33.07, 33.08 and 33.11, provide that the amount of such additional penalty may not exceed the amount of compensation specified in the applicable contract with an attorney under §6.30 to be paid in connection with the collection of delinquent taxes; and WHEREAS, Chapter 372, Texas Local Government Code provides for the creation of Public Improvement Districts (PID) by municipalities, and for the assessment and collection of Assessments by the municipality creating the PID; and WHEREAS, Chapter 372, Texas Local Government Code provides that any delinquent PID assessments may be collected at the same time and in the same manner as a delinquent property taxes due to the municipality; and WHEREAS, The City of Sanger may establish one or more PIDS in accordance with Chapter 372, Texas Local Government Code; and WHEREAS, the City Council of the City of Sanger, Texas has determined that it is in the public interest to insure the prompt payment of delinquent taxes and any future delinquent PID assessments; and WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest of the citizens of Sanger. 10 Item 4. Ordinance – Impose Additional Penalty for Collection Costs Page 2 of 3 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. There shall be imposed on delinquent property taxes and future delinquent PID assessments that become due or are delinquent on the dates described in §§ 33.07, 33.08 and 33.11, Texas Property Tax Code, in the amount of compensation specified in the most recent contract entered into under §6.30, Texas Property Tax Code by the City of Sanger, with McCreary, Veselka, Bragg & Allen, P.C. for the collection of delinquent property taxes and delinquent PID assessments. Taxes that remain delinquent on July 1st, incur an additional penalty of twenty percent (20%) of the amount of taxes, penalty, and interest due; such an additional penalty is to defray costs of collection due to the contract with the City’s attorney. The execution of such a contract subsequent to this resolution shall amend this resolution to specify a penalty on such delinquent taxes and any future delinquent PID assessments in the amount of compensation specified in that contract, effective of even date with that contract. SECTION 2. That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases, and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance or any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 4. That this Ordinance shall be cumulative of all other City Ordinances and all other provisions of other Ordinances adopted by the City which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such case provides. 11 Item 4. Ordinance – Impose Additional Penalty for Collection Costs Page 3 of 3 PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 15th day of April, 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 12 Item 4. CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Clayton Gray, Chief Financial Officer AGENDA ITEM: Consideration and possible action approving an amended contract for the collection of delinquent property taxes between the City of Sanger and McCreary, Veselka, Bragg and Allen, P.C., and authorizing the City Manager to execute all necessary documents. SUMMARY:  The City retains McCreary, Veselka, Bragg and Allen, P.C. (MVBA), to provide legal services related to the enforcement of the collection of delinquent property taxes. The current contract with MVBA has been in place since 1985.  MVBA works with Denton County and many cities in the county on the collection of taxes.  The state has updated requirements for language of such contracts.  MVBA has requested an increase in the fee to 20% from 15%, which is charged to delinquent taxpaers.  The new contract is a one-year contract with automatic rollover years. FISCAL INFORMATION:  Budgeted: NO Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION:  Staff recommends approval of the contract. ATTACHMENTS:  MVBA Amended Contract for the Collection of Delinquent Property Taxes and Assessments 13 Item 5. Page 1 of 3 M C C REARY , V ESELKA , B RAGG & A LLEN , P.C. AMENDED CONTRACT FOR THE COLLECTION OF DELINQUENT PROPERTY TAXES AND ASSESSMENTS STATE OF TEXAS § COUNTY OF DENTON THIS CONTRACT is made and entered into by and between the CITY OF SANGER, TEXAS (The City), acting herein by and through its governing body, and McCREARY, VESELKA, BRAGG & ALLEN, P.C. (The Firm), 700 Jeffrey Way, Suite 100, P.O. Box 1269, Round Rock, Texas 78680. I. The City agrees to employ and does hereby employ The Firm to enforce by suit or otherwise the collection of all delinquent property taxes, penalty and interest owing to The City. Current year property taxes which become delinquent within the period of this contract shall become subject to the terms of the contract upon the following conditions: A. Taxes on real property that become delinquent during the term of this contract that are not delinquent for any prior years become subject to the terms of this contract on July 1st of the year in which the taxes become delinquent. B. Taxes on tangible personal property that become delinquent during the term of this contract become subject to the terms of this contract if not paid within sixty days of the date on which the taxes become delinquent. C. Taxes on property that become delinquent during the term of this contract that are delinquent for prior years and are the subject of a suit to collect the prior years’ delinquent taxes become subject to the terms of this contract on the first day of delinquency as defined by the Texas Property Tax Code. II. The City further agrees to employ and does hereby employ The Firm to enforce by suit or otherwise the collection of all delinquent Assessments, penalty, and interest owed to The City on property located within any Public Improvement District (PID) created by The City pursuant to Chapter 372, Texas Local Government Code, as amended (or any successor statute) at the same time and in the same manner as the collection of delinquent property taxes, penalty, and interest as authorized by this contract, provided that any Service and Assessment Plan for any PID imposes collection deadlines, penalties, interest, and attorney’s fees consistent with the Texas Property Tax Code. The City shall do likewise for any other special District or Zone, created by The City pursuant to Texas law, including, but not limited to, any Tax Increment Reinvestment Zone (TIRZ), Transportation Reinvestment Zone (TRZ), or any other assessment that is collected at the same time and in the same manner as delinquent property taxes, penalties, interest, and attorney’s fees consistent with the Texas Property Tax Code. § § § 14 Item 5. Page 2 of 3 III. The City agrees to furnish all necessary delinquent tax and PID or other assessment information to The Firm on all property within the boundaries of The City and any PID, District or Zone created by The City. The City hereby authorizes The Firm to determine the name, identity and location of necessary parties and to procure necessary legal descriptions of property and hereby assigns to The Firm the right to recover the costs of obtaining such information. IV. The Firm is to advise The City of errors, double assessments or other discrepancies coming under observation during the progress of the work. V. The Firm is to intervene on behalf of The City in all suits for ad valorem taxes hereafter filed by any other taxing unit on property located within its boundaries. VI. The Firm agrees to make delinquent tax collection progress reports to The City on request. VII. The City agrees to pay The Firm, for services rendered, a fee of Twenty Per Cent (20%) of all delinquent taxes, penalty and interest collected by The City for years covered by this contract. The penalty imposed pursuant to Sections 33.07, 33.08 and 33.11 of the Texas Property Tax Code is not subject to this contractual fee. The City has previously adopted and does hereby reaffirm the adoption of the additional penalty provided by Sections 33.07, 33.08 and 33.11 of the Texas Property Tax Code. All fees provided for in this contract shall become the property of The Firm at the time payment of taxes, penalty and interest is made to The City. The City or its designated tax collector shall pay fees due The Firm monthly. VIII. This contract is drawn to cover a period of one (1) year beginning July 1, 2024 and ending June 30, 2024. Thereafter, this contract shall automatically renew and continue in full force and effect after the initial period from year to year for additional twelve-month periods beginning on July 1st of each year on the same terms and conditions unless either party delivers written notice to the other party of its intent to terminate this contract at least sixty (60) days prior to each anniversary date of this contract. The anniversary date is July 1, 2025, and July 1st of each subsequent year. On termination of this contract, The Firm shall have an additional six (6) months after termination to reduce to judgment and sale all tax collection lawsuits filed and collect all bankruptcy claims filed prior to the termination date and provided further that The Firm shall handle to conclusion all suits in which trial court judgments are obtained during the period of this contract and which are appealed by any party. In case of such termination, The Firm shall be entitled to receive and retain all compensation of fees due up to the date of said termination. In consideration of the terms and compensation herein stated, The Firm hereby accepts said employment and undertakes the performance of this contract as above written. IX. 15 Item 5. Page 3 of 3 The Firm acknowledges that the Texas Government Code requires certain written verifications from a company entering into a contract with a Texas governmental entity. Accordingly, The Firm verifies that: A. The Firm does not boycott Israel and will not boycott Israel during the term of this contract; B. The Firm does not boycott energy companies and will not boycott energy companies during the term of this contract; C. The Firm does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or a firearm trade association and will not discriminate against a firearm entity or firearm trade association during this contract; D. The Firm does not engage in business with Iran, Sudan, or any foreign terrorist organization designated as such by the United States Secretary of State and will not engage in business with any such entity, Iran, or Sudan during the term of this contract, and furthermore; E. The Firm is not listed by the Texas Comptroller as a company known to have contracts with or provide services to a foreign terrorist organization. X. The contract is executed on behalf of The City by the presiding officer of its governing body who is authorized to execute this instrument by order heretofore passed and duly recorded in its minutes. WITNESS the signatures of all parties hereto in duplicate originals this, the ____ day of ___________, 2024. CITY OF SANGER, TEXAS By:____________________________________, John Noblitt City Manager Approved as to Form By:____________________________________ Hugh Coleman City Attorney MCCREARY, VESELKA, BRAGG & ALLEN, P.C. Attorneys at Law 700 Jeffrey Way, Suite 100 Round Rock, Texas 78665 By:____________________________________ Craig Morgan Managing Attorney, Denton Branch Office 16 Item 5. CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Marley Meadows being 19.653 acres described as A0658A JANUARY TR 3, located in the City of Sanger’s ETJ, and generally located on the west side of Sam Bass Road and approximately 1307 feet north of the intersection of FM 455 and Sam Bass Road. SUMMARY:  The applicant is proposing to create 17 single-family lots from 1 unplatted tract.  This site is located on the west side of Sam Bass Road.  The lots have a minimum of 1 acre.  This development is located in the City of Sanger’s ETJ  The house will be served by onsite septic.  The Planning and Zoning Commission recommended approval with the condition all comments were satisfied. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL based on the condition attached comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 17 Item 6. 57214 244850 57504 57250 57254 656762 57262 149584 56354 57188 56305 57484 57245134541 56366 57521 56358 134538 149570 SA M B A S S R D /Project Name: Marley Meadows Final PlatProject: 24SANZON-0001 0 400 800200 Feet DISCLAIMER:This map was generated by GIS data providedby the Sanger GIS Department. The City of Sanger does not guarantee the correctness oraccuracy of any features on this map. These mapproducts are for illustration purposes only andare not suitable for site-specific decision making.GIS data is subject to constant changes, andmay not be complete, accurate or current.Date: 1/22/2023 4:08:57 PMDoc Name: 23SANZON-0003_Marley Meadows Prelim PlatCity Limits Exhibits SubjectArea 18 Item 6. 19 Item 6. February 7, 2024 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar St. P.O. Box 1729 Sanger, Tx. 76266 Re: Final Plat Letter of Intent – Marley Meadows Ms. Hammonds, On behalf of our client, Redeemed Assets LLC, we respectfully submit this letter of Intent for the attached Final Plat for the Marley Meadows project. Marley Meadows is a proposed 19.653 acre subdivision within the City of Sanger ETJ. The project is located north of FM 455 on Sam Bass Road, more specifically, 8949 Sam Bass Road. Marley Meadows proposes to create 1 dedicated street and 17 residential lots. We appreciate your review and consideration of our request. If you have any questions or require additional information, please contact me at (940) 293-3180 or by email at mblack@trinity- surveying.com. Sincerely, Michael L. Black, RPLS #6854 (Tx) PLS #1982 (Ok) Trinity Land Surveying LLC Firm # 10194687 1222 Greenbriar St. Denton, Texas 76201 Ph. 940-293-3180 Email: mblack@trinity-surveying.com Website: www.trinity-surveying.com 20 Item 6. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 02/07/2024 1st REVIEW COMMENTS – Final Plat (Marley Meadows) The request is for a Final Plat of Marley Meadows containing 17 lots, being approximately 19.653 acres in the JAMES B.P. JANUARY SURVEY, ABSTRACT NO. 658, prepared by Trinity Land Surveying, submitted on 01/16/2024. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Show the centerline of existing streets. Dimensions from centerline to edges of existing and proposed right of way on both sides of the centerline. 2. Notation to be added; “Minimum finished floor elevations are at least 2 feet about the 100- year flood plain.” 3. Notation to be added; “The subject property does not lie within a 100-year floodplain according to the Community Panel No._____, dated____, of the National Flood Insurance Rate maps for Denton County, Texas.” 4. A signed and notarized copy of private restriction (if any), that is filed for the record in the office of the County Clerk shall be provided with the Final Plat. Informational Comments 1. The property is within the Sanger ETJ. 2. The Final Pat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, February 12, 2024, and the City Council meeting on Monday, March 4, 2024. 21 Item 6. January 24, 2023 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Marley Meadows Final Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Marley Meadows. The submittal was prepared by Trinity Land Surveying LLC and was dated January 16, 2024 We have completed our review and offer the following comments: Final Plat Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Provide language for easement by separate instrument. 3. Location of easement must be established, pins set and shown in the actual location. The exact layout must be known and recorded per ordinance 10.104(d)(10)(H) 4. Plat language shall match ordinance 10.104. The Engineer shall revise the plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 22 Item 6. CIRF "PLS INC" 1/2" IRF 1/2" IRF 1" IPF 7/8" IRF 7/8" IRF POINT (NO ACCESS) 12" WOOD POST FND. S89°14'24"E 1240.09' S0 ° 0 5 ' 0 0 " E 31 4 . 2 4 ' N0 ° 0 5 ' 0 0 " W 25 4 . 2 2 ' N89°14'24"W 258.52' S0 ° 4 5 ' 3 6 " W 30 4 . 1 1 ' N0 ° 0 0 ' 1 5 " E 41 4 . 9 1 ' N88°52'58"W 105.09' N0 ° 0 5 ' 0 2 " W 27 8 . 3 3 ' 7/8" IRF (N 12°13'43" E, 1.2') CIRS 1" IPF (S 0°05'02" E, 0.9') 1/2" IRF PKS ROW DEDICATION 2.454 ACRES 106,898 SQ. FT. BLOCK A LOT 8 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 9 1.177 ACRES 51,284 SQ. FT.BLOCK B LOT 8 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 7 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 6 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 5 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 3 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 2 1.000 ACRES 43,560 SQ. FT. BLOCK B LOT 4 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 5 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 7 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 6 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 4 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 3 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 2 1.000 ACRES 43,560 SQ. FT. BLOCK A LOT 1 1.022 ACRES 44,514 SQ. FT. BLOCK B, LOT 1 1.000 ACRES 43,560 SQ. FT. N: 7183084.50 E: 2358552.72 NAD83 P.O.B. PKS N: 7182733.57 E: 2360122.76 NAD83 40.0' 30 . 0 ' 30 . 0 ' 30 . 0 ' R=6 0 ' R = 6 0 ' 31 4 . 2 4 ' 146.39'143.27' L =1 0 0 .3 5 ' L = 2 5 . 3 1' 127.06'143.33'143.35'143.37'21.11' L=125.6 6 ' 27.64' 28.44' L =5 8 .8 4 'L=66.8 3' 70.62'131.97'131.97'131.97'111.69'L =3 0 .4 0 ' L =95.27' 55.03'131.97'135.22' 30 . 0 ' N89°14'24"W 1464.74' 702.59' 682.15' 80.00' 30 . 0 0 ' 30 . 0 0 ' 30 . 0 0 ' S0 ° 4 5 ' 3 6 " W 30 3 . 8 0 ' S0 ° 4 5 ' 3 6 " W 30 4 . 0 6 ' 30 4 . 0 2 ' 28 5 . 3 3 ' 30 3 . 9 3 ' 30 3 . 8 9 ' 30 3 . 8 5 ' 143.27'149.97'143.90'143.33'143.35'143.37'148.67' 30 3 . 7 9 ' 51 . 1 2 ' 70.13' N3 ° 0 3 ' 2 4 " W 3 0 0 . 8 7 ' N0 ° 4 5 ' 3 6 " E 33 0 . 0 7 ' N0 ° 4 5 ' 3 6 " E 33 0 . 0 7 ' 33 0 . 0 7 ' 30 8 . 6 3 ' 33 0 . 0 7 ' 33 0 . 0 7 ' 33 0 . 0 7 ' 166.24'146.60'131.97'131.97'131.97'132.77'137.87'131.97'128.72' 146.39' 30' B.L. 30' B.L. 30' B.L. 30' B.L. C1 C2 C3 C4 15' B.W.S. EASEMENT 15' U.E. 60 . 0 ' JAMES B . P . J A N U A R Y S U R V E Y , ABSTRA C T N O . 6 5 8 W. G. HU D S O N S U R V E Y , ABSTRA C T N O . 5 6 3 AP P R O X I M A T E S U R V E Y L I N E REAGAN ROAD S89°14'24"E 327.97' S0 ° 2 2 ' 0 2 " E 33 0 . 1 4 ' CIRF "RPLS 6854 CIRF "RPLS 6854 CIRF "RPLS 6854 POINT (NO ACCESS) S0 ° 4 5 ' 3 6 " W 22 0 . 0 3 ' S0 ° 4 5 ' 3 6 " W 22 4 . 0 0 ' S44°13'53"E 14.14' S45°46'07"W 42.43' S89°13'22"E 228.66' 65' D.E. & A.E. 44' D.E. & A.E. 92.97' N0°45'36"E 10.00' N0 ° 4 5 ' 3 6 " E 20 3 . 6 9 ' N0 ° 4 5 ' 3 6 " E 15 4 . 5 2 ' S89°14'24"E 210.56' N89°14'24"W 538.18' S89°13'22"E 792.24' JAMES RANDEL HOLDER, JOHN JEFFREY SPRINGER AND ELIZABETH ANN SPRINGER RAYBURN EXHIBIT "B" CALLED 167.75 ACRES DOC. NO. 2004-28833 O.R.D.C.T. GRAY DOG PROPERTIES, LLC CALLED 25.798 ACRES DOC. NO. 2018-87831 O.R.D.C.T. SUSAN WHITT ARNOLD CALLED 1.0 ACRE DOC. NO. 2022-78189 O.R.D.C.T. REDEEMED ASSETS LLC TRACT 1 CALLED 21.394 ACRES DOC. NO. 2022-40814 O.R.D.C.T. BOLIVAR WATER SUPPLY CORPORATION FIRST TRACT CALLED 0.07 ACRES VOL. 608, PG. 618 D.R.D.C.T. JUDY K. SELPH DOC. NO. 2010-20064 O.R.D.C.T. REFERENCE: MORRIS KNOWLES AND WIFE, JUEL DEAN KNOWLES CALLED 214.7 ACRES VOL. 345, PG. 247, D.R.D.C.T. BOLIVAR WATER SUPPLY CORPORATION SECOND TRACT VOL. 608, PG. 618 D.R.D.C.T. BOLIVAR WATER SUPPLY CORP. CALLED 2,500 SQ. FT. DOC. NO. 2015-4254 O.R.D.C.T. SA M B A S S R O A D (A P P A R E N T P U B L I C R . O . W . , NO R E C O R D F O U N D ) AP P R O X I M A T E L O C A T I O N O F 15 0 ' R A D I U S S A N I T A R Y E A S E M E N T VO L . 6 0 8 , P G . 6 1 8 D. R . D . C . T . NO ACCESS BOLIVAR WATER SUPPLY CORPORATION CALLED 1.740 ACRES DOC. NO. 2022-134931 O.R.D.C.T. S&E, A CALLED 20' X 20' VOL. 608, PG. 618 D.R.D.C.T. 15' U.E. (BY SEPARATE INSTRUMENT ROBERT G. SNYDER AND WIFE MARY SNYDER CALLED 2.500 ACRES VOL. 1632, PG. 83 D.R.D.C.T. ROW DEDICATION 2.454 ACRES 106,898 SQ. FT. 50' D.E. & A.E. 70 ' D . E . & A . E . N89°14'24"W 217.64' 70 ' D . E . & A . E . 16 ' D . E . & A . E . N89°13'22"W 40.00' MIN. FF: 749.03'MIN. FF: 747.57'MIN. FF: 742.93'MIN. FF: 740.45'MIN. FF: 739.14'MIN. FF: 738.08' MIN. FF: 737.22' MIN. FF: 737.70' MIN. FF: 751.46'MIN. FF: 747.25'MIN. FF: 742.70'MIN. FF: 740.30'MIN. FF: 738.84'MIN. FF: 737.71' MIN. FF: 736.55' MIN. FF: 737.27' 74' D.E. & A.E. 35.0'35.0' 39.00' S3 ° 3 2 ' 0 3 " W 82 . 6 5 ' S2 ° 0 1 ' 1 1 " E 82 . 4 8 ' N44°14'24"W 25.46' 65 . 1 4 ' 39.00' 75' D.E. & A.E. N0 ° 4 5 ' 3 6 " E 23 0 . 1 0 ' 16 ' D . E . & A . E . 16 ' D . E . & A . E . 15' B.W.S. EASEMENT 15' B.W.S. EASEMENT 15' B.W.S. EASEMENT 15' U.E. 16' D.E. (BY SEPARATE INSTRUMENT) 15' U.E. 15' U.E. 16' D.E. 16' D.E. 16' D.E. 16' D.E. 60 . 0 ' LORNE WEBSTER REMAINDER OF CALLED 12.50 ACRES DOC. NO. 2022-73400 O.R.D.C.T. LEIGHTON WEBSTER AND BROOKE LOTFIS CALLED 4.60 ACRES DOC. NO. 2023-6792 O.R.D.C.T. DANIELLE VICTORIA ROSELLI AND CHAD DAVID WEBSTER CALLED 2.00 ACRES DOC. NO. 2022-116473 O.R.D.C.T. 10' ACCESS EASEMENT VOL. 608, PG. 618 D.R.D.C.T. LORNE WEBSTER REMAINDER OF CALLED 12.50 ACRES DOC.NO. 2022-73400 O.R.D.C.T. N89°13'22"W 1162.25' 62.89' CURVE TABLE NO. C1 C2 C3 C4 DELTA 120°00'00" 120°00'00" 120°00'00" 120°00'00" RADIUS 60.00' 60.00' 60.00' 60.00' LENGTH 125.66' 125.66' 125.66' 125.66' CHORD BEARING S89°14'24"E N89°14'24"W N89°14'24"W N89°14'24"W CHORD 103.92' 103.92' 103.92' 103.92' LOT TABLE LOT NO. BLOCK A LOT 1 BLOCK A LOT 2 BLOCK A LOT 3 BLOCK A LOT 4 BLOCK A LOT 5 BLOCK A LOT 6 BLOCK A LOT 7 BLOCK A LOT 8 BLOCK B, LOT 1 BLOCK B LOT 2 BLOCK B LOT 3 BLOCK B LOT 4 BLOCK B LOT 5 BLOCK B LOT 6 BLOCK B LOT 7 BLOCK B LOT 8 BLOCK B LOT 9 BOUNDARY ROW DEDICATION ACRES 1.022 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.177 19.653 2.454 SQ. FT. 44,514 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 43,560 51,284 856,096 106,898 DW G N A M E : Z: \ S H A R E D D R I V E S \ O F F I C E \ P R O J E C T F O L D E R \ 2 0 2 2 \ 2 0 2 2 - 0 1 4 8 9 4 9 S A M B A S S R O A D - S A N G E R ( B E N B U R N S I D E ) \ D W G \ 2 0 2 2 - 0 1 4 8 9 4 9 S A M B A S S R O A D _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 1/ 1 6 / 2 0 2 4 2 : 4 0 P M L A S T S A V E D 1/ 1 6 / 2 0 2 4 2 : 3 9 P M GRAPHIC SCALE IN FEET 060'30'60'120' 1" = 60'@ 24X36 NORTH N.T.S.VICINITY MAP NORTH SA M B A S S R D . F. M. 4 5 5 HARBERSON RD. FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0205G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. Scale FINAL PLAT MARLEY MEADOWS BLOCK A, LOTS 1-8 AND BLOCK B, LOTS 1-9 17 RESIDENTIAL LOTS 2.454 ACRES RIGHT-OF-WAY DEDICATION BEING 19.653 ACRES OUT OF THE JAMES B.P. JANUARY SURVEY, ABSTRACT NO. 658, CITY OF SANGER E.T.J, DENTON COUNTY, TEXAS Drawn by MLB Checked by Date Project No.Sheet No. TLS 01/16/2024 2022-014 Trinity Land Surveying LLC FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 SURVEYOR: Trinity Land Surveying, LLC 1222 Greenbriar St. Denton, TX 76201 Ph: (940) 293-3180 Email: mblack@trinity-surveying.com Contact: Michael Black, RPLS OWNER / APPLICANT: Redeemed Assets LLC 2701 Wind River Ln. Denton, Texas 76210 Ph. 940-368-0963 Email: ben.burnside@yahoo.com Contact: Ben Burnside ENGINEER: iCivil Engineering 1001 W. Euless Blvd., Ste. 412h Euless, TX 76040 Ph: (972) 523-5493 Email: omgc@icivileng.com Contact: Om Gharty Chhertri, P.E. 1" = 60' SANITARY EASEMENT QUOTE, AS RECORDED IN VOLUME 608, PAGE 618, DEED RECORDS, DENTON COUNTY, TEXAS: "Further, as part of the consideration herein, Grantor, Lois N. Wolters, agrees not to build or maintain any septic tank or open-jointed drain field therefrom, cess pool, privy, stock pen, dump ground, or any other facility which might create a danger of pollution of the water of any well which might be drilled upon Tract Two above described for a distance of 150 feet from the well as drilled and developed. This sanitary easement shall constitute a covenant running with the land and shall bind the undersigned, his successors and assigns, and this grant of Sanitary Easement is made to the said BOLIVAR WATER SUPPLY CORPORATION, its successors and assigns." 1 OF 2 LEGEND CIRS PKS IRF 5/8" IRON ROD W/ "6854" CAP SET PK NAIL SET IRON ROD FOUND POINT OF BEGINNINGP.O.B. IPF IRON PIPE FOUND MONUMENT FOUND MONUMENT SET OFFICIAL RECORDS DENTONO.R.D.C.T. COUNTY, TEXAS DEED RECORDS DENTOND.R.D.C.T. COUNTY, TEXAS VOLUMEVOL. PAGEPG. UTILITY EASEMENTU.E. DRAINAGE EASEMENTD.E. Location of easement must be established, pins set and shown in the actual location. The exact layout must be known and recorded per ordinance 10.104(d)(10)(H) Provide instrument language 23 Item 6. DW G N A M E : Z: \ S H A R E D D R I V E S \ O F F I C E \ P R O J E C T F O L D E R \ 2 0 2 2 \ 2 0 2 2 - 0 1 4 8 9 4 9 S A M B A S S R O A D - S A N G E R ( B E N B U R N S I D E ) \ D W G \ 2 0 2 2 - 0 1 4 8 9 4 9 S A M B A S S R O A D _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 1/ 1 6 / 2 0 2 4 2 : 4 0 P M L A S T S A V E D 1/ 1 6 / 2 0 2 4 2 : 3 9 P M OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS Redeemed Assets LLC, is the owner of the land shown on this plat within the area described by metes and bounds as follows: BEING a tract of land situated in the James B. P. January Survey, Abstract No. 658, City of Sanger E.T.J., Denton County, Texas and being part of a called 21.394 acre tract described in a Warranty Deed to Redeemed Assets LLC, as recorded in Document No. 2022-40814 of the Official Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a PK nail set in Sam Bass Road (an apparent public right-of-way, no record found), same being the most easterly northeast corner of said 21.394 acre tract and the southeast corner of a called 2.500 acre tract described in a Deed to Robert G. Snyder and wife, Mary Snyder, as recorded in Volume 1632, Page 83 of the Deed Records of said county; (NOTE: BEARINGS AND DISTANCES ARE BASED ON U. S. STATE PLANE NAD 1983 COORDINATES, TEXAS CENTRAL ZONE - 4203); THENCE South 00°05'00" East, along said Sam Bass Road and the most easterly east line of said 21.394 acre tract, a distance of 314.24 feet to a pk nail set for the northeast corner of a called 0.07 acre tract described in a General Warranty Deed, Access Easement and Sanitary Easement to Bolivar Water Supply Corporation, as recorded in Volume 608, Page 618 of said Deed Records; THENCE North 89°13'22" West, leaving said Sam Bass Road and along the north line of said 0.07 acre tract, a distance of 40.00 feet to a point for the most easterly southeast corner of a called 1.740 acre tract described in a General Warranty Deed to Bolivar Water Supply Corporation, as recorded in Document No. 2022-134931 of said Official Records; THENCE North 00°05'00" West, along the east line of said 1.740 acre tract, being 40 feet from and parallel with the east line of said 21.394 acre tract, a distance of 254.22 feet to a 5/8 inch iron rod with a yellow cap, stamped "RPLS 6854", found for the northeast corner of said 1.740 acre tract; THENCE North 89°14'24" West, along the north line of said 1.740 acre tract, a distance of 258.52 feet to a 5/8 inch iron rod with a yellow cap, stamped "RPLS 6854", found for the northwest corner of said 1.740 acre tract; THENCE South 00°45'36" West, along the west line of said 1.740 acre tract, a distance of 304.11 feet to a 5/8 inch iron rod with a yellow cap, stamped "RPLS 6854", found on the north line of a called 12.50 acre tract described in a General Warranty Deed to Lorne Webster, as recorded in Document No. 2022-73400 of said Official Records and the south line of said 21.394 acre tract, for the southwest corner of said 1.740 acre tract; THENCE North 89°13'22" West, along the south line of said 21.394 acre tract, a distance of 1,162.25 feet to a 7/8 inch iron rod found for the southeast corner of a called 1.0 acre tract described in a Quit Claim Deed to Susan Whitt Arnold, as recorded in Document No. 2022-78189 of said Official Records and the most southerly southwest corner of said 21.394 acre tract; THENCE North 00°00'15" East, leaving the north line of said 12.50 acre tract and along the east line of said 1.0 acre tract and the most southerly west line of said 21.394 acre tract, a distance of 414.91 feet to a iron rod with a cap, stamped "PLS INC", found for the northeast corner of said 1.0 acre tract and an inner “L” corner of said 21.394 acre tract; THENCE North 88°52'58" West, along the north line of said 1.0 acre tract and the most westerly south line of said 21.394 acre tract, a distance of 105.09 feet to a 7/8 inch iron rod found on the east line of a called 25.798 acre tract described in a General Warranty Deed to Gray Dog Properties, LLC, as recorded in Document No. 2018-87831 of said Official Records, for the northwest corner of said 1.0 acre tract and the most westerly southwest corner of said 21.394 acre tract; THENCE North 00°05'02" West, along the east line of said 25.798 acre tract and the most northerly west line of said 21.394 acre tract, a distance of 278.33 feet to a 5/8 inch iron rod with a yellow cap, stamped "RPLS 6854", set on the south line of Exhibit “B”, a called 167.75 acre tract, for the northeast corner of said 25.798 acre tract and the northwest corner of said 21.394 acre tract; THENCE South 89°14'24" East, along the south line of said 167.75 acre tract and the most northerly north line of said 21.394 acre tract, a distance of 1,240.09 feet to a 1/2 inch iron rod found for the northwest corner of the aforementioned 2.500 acre tract and the most northerly northeast corner of said 21.394 acre tract; THENCE South 00°22'02" East, along the west line of said 2.500 acre tract and the most northerly east line of said 21.394 acre tract, a distance of 330.14 feet to a 1/2 inch iron rod found for the southwest corner of said 2.500 acre tract and an inner “L” corner of said 21.394 acre tract; THENCE South 89°14'24" East, along the south line of said 2.500 acre tract and the most easterly north line of said 21.394 acre tract, a distance of 327.97 feet to the POINT OF BEGINNING and containing 856,096 square feet or 19.653 acres of land, more or less. General Notes : ·The grid bearings and coordinates shown hereon are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983(2011). ·All corners are 5/8" iron rods set with a plastic cap stamped "RPLS 6854" unless otherwise noted. ·Minimum Finished Floor Elevations on lots were provided by iCivil Engineering, (972) 523-5493. ·The purpose of this plat is to create 17 residential lots from a previously unplatted tract of land. ·No 100-year floodplain exists on the site. ·This property lies within the ETJ of of the City of Sanger, Texas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Water service to be provided by:Bolivar Water Supply, 4161 FM 455 West, Sanger, Texas (940) 458-3931 ·Sanitary sewer to be handled by facilities approved by the Denton County Public Health. ·Electric Service to be provided by: CoServ Energy, 7701 I-35E Frontage Road, Corinth, Texas 76210, (940) 321-7800 ·The maintenance of paving, grading and drainage improvements and/or easements shown on this plat are the responsibility of the individual property owner and DOES NOT constitute acceptance of same for maintenance purposes by Denton County. ·All surface drainage easements shall be kept clear of fences, buildings, foundation, plantings and other obstructions to the operation and maintenance of the drainage facility. ·Blocking the flow of water or constructing improvements in surface drainage easements, and filling or obstructing the floodway is prohibited. ·Denton County will not be responsible for any damage, personal injury or loss of life or property occasioned by flooding or flooding conditions. ·The existing creeks or drainage channels traversing along or across the addition will remain as open channels and will be maintained by the individual property owners of the lot or lots that are traversed by or adjacent to the drainage courses along or across the lots. ·Construction not complete within two years of the Commissioners Court approval shall be subject to current County Subdivision Rules and Regulations. ·A driveway culvert permit must be obtained from the Road and Bridge Department by the owner of each lot prior to the construction, installation or placement of any driveway access improvements within the dedicated right-of-way. ·No construction, without written approval from Denton County shall be allowed within an identified “FIRM” floodplain area, and then only after a detailed floodplain development permit including engineering plans and studies show that no rise in the Base Flood Elevation (BFE) will result, that no flooding will result, that no obstruction to the natural flow of water will result; and subject to all owners of the property affected by such construction becoming a party to the request. Where construction is permitted, all finished floor elevations shall be a minimum of two feet above the 100-year flood elevation. ·Denton County shall not be responsible for maintenance of private streets, drives, emergency access easements, recreation areas and open spaces; and the owners shall be responsible for the maintenance of private streets, drives, emergency access easements, recreation areas and open spaces, and said owners agree to indemnify and hold harmless Denton County from all claims, damages and losses arising out of or resulting from performance of the obligations of said owners set forth in this paragraph. SURVEYOR'S CERTIFICATION KNOW ALL MEN BY THESE PRESENTS: That I, Michael L. Black, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision regulations of the Extra Territorial Jurisdiction of the City of Sanger, Texas. _______________________________________ Michael L. Black Registered Professional Land Surveyor No. 6854 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L. Black, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas 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 OWNER'S DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, Redeemed Assets LLC, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as MARLEY MEADOWS, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND, this ___________ day of ___________________, 2024. BY: Ben Burnside By: _____________________________________ Signature Title: Owner STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared Ben Burnside , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved: __________________________________ _____________________ Chairman, Planning & Zoning Commission Date City of Sanger, TX __________________________________ _____________________ Mayor Date City of Sanger, TX Attested by: __________________________________ _____________________ City Secretary, City of Sanger, TX Date Scale FINAL PLAT MARLEY MEADOWS BLOCK A, LOTS 1-8 AND BLOCK B, LOTS 1-9 17 RESIDENTIAL LOTS 2.454 ACRES RIGHT-OF-WAY DEDICATION BEING 19.653 ACRES OUT OF THE JAMES B.P. JANUARY SURVEY, ABSTRACT NO. 658, CITY OF SANGER E.T.J, DENTON COUNTY, TEXAS Drawn by MLB Checked by Date Project No.Sheet No. TLS 01/16/2024 2022-014 Trinity Land Surveying LLC FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 SURVEYOR: Trinity Land Surveying, LLC 1222 Greenbriar St. Denton, TX 76201 Ph: (940) 293-3180 Email: mblack@trinity-surveying.com Contact: Michael Black, RPLS OWNER / APPLICANT: Redeemed Assets LLC 2701 Wind River Ln. Denton, Texas 76210 Ph. 940-368-0963 Email: ben.burnside@yahoo.com Contact: Ben Burnside ENGINEER: iCivil Engineering 1001 W. Euless Blvd., Ste. 412h Euless, TX 76040 Ph: (972) 523-5493 Email: omgc@icivileng.com Contact: Om Gharty Chhertri, P.E. 2 OF 2 persons 24 Item 6. January 24, 2024 AVO 37449 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Marley Meadows – Drainage Study in support of the Final Plat 3rd Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a review of the drainage study and downstream assessment in support of the Preliminary Plat for the Marley Meadows development. The drainage study was prepared by iCivil Engineering and is dated January 2023. Comments were provided February 7, 2023. A second submittal was provided May 16, 2023 and comments were provided May 30, 2023. A third submittal was received June 28, 2023. A fourth submittal was received September 14, 2023. Please refer to the Denton County Subdivision Rules and Regulations dated July 2009 for drainage criteria; hereafter referred to as Criteria Manual. We have completed our review. The drainage study is acceptable for preliminary platting. Please address the comments below with the drainage study in support of the final plat/construction plans. General: 1. 1st – 5th Review Comment: Plans and plat are reviewed separately. Please note an accepted drainage study is required prior to plat acceptance. 2. 1st – 5th Review Comment: Please address comments on attached markups and provide annotated responses on markups. 3. Please provide minimum finished floor elevations 2’ above fully developed 100-yr water surface elevation for lots adjacent to proposed channels/roadside ditches on the plat. 1st Review Response: No Response. 2nd Review Comment: Address comments on preliminary plat. 2nd Review Response: Noted 3rd Review Comment: It appears the Ultimate 100yr WSEL’s used to determine the min FFE do not match the Ultimate Conditions RAS model at some locations. a. Please reconcile WSEL’s on Grading Sheets with the RAS model. b. Please provide the reference cross section on the Grading Sheet. c. Please show all RAS cross sections on the Hydraulic Workmap/s. 4th & 5th Review Comment: Please update all relevant information based of any changes due to comments. 4. 1st - 3rd Review Comment: Please note, additional comments may result once models and additional info is provided. 4th & 5th Review Comment: Please note, additional comments may result once final drainage study/construction plans/ final plats are provided. Hydrology and Hydraulics: 5. Please apply the existing conditions C values to the proposed conditions runoff calculations for the offsite areas; for a pre- and post- development analysis, the offsite runoff stays constant . Please 25 Item 6. Ms. Ramie Hammonds January 24, 2024 Page 2 of 4 update the outfall discharge summaries according to the changes in the calculated existing and proposed runoff. Verify any flow increases. 1st Review Response: Offsite modeled using UH method 2nd Review Comment: Addressed. 6. It appears proposed flow is increased at the south outfall (DP “C”), please extend the hydrologic and hydraulic analysis through the zone of influence per the 10% rule and demonstrate no adverse impacts to downstream properties (no significant increases in water surface elevation and velocities). A proposed development of 19.65 acres will require an overall analysis of 196.5 acres. 1st Review Response: With UH method, no increase in peak discharge at the d/s. 2nd Review Comment: Please include onsite drainage area maps showing the flowpaths in greater detail. Please include the time of concentration parameters, calculations, and assumptions. Reconcile with HMS model. 2nd Review Response: HMS Reconciled, Calculation added 3rd Review Comment: Noted. 7. Please provide a pre- and post- HEC-RAS analysis for receiving creek thru the zone of influence and demonstrate no significant increase in water surface elevation and velocity in existing channels. Also, verify no increases to the backwater at upstream culvert. Include RAS model with next submittal. 1st Review Response: With SCS UH method, no increase in peak discharge at the d/s. RAS model included 2nd Review Comment: Noted. Verify after addressing HMS comments. 2nd Review Response: Updated. 3rd Review Comment: Noted 8. Please provide an Ultimate Conditions Drainage Area Map. Provide calculated runoff for a fully developed condition and design the channel going through the site to contain the fully developed 100-year flow with 1-ft. freeboard. Provide an ultimate conditions RAS model as well. 1st Review Response: HEC-RAS model included for existing, proposed and ultimate condition 2nd Review Comment: It appears that only existing and proposed RAS models were included in the submittal. Please include Ultimate Conditions Flows with Proposed Geometry. 2nd Review Response: ULTIMATE CONDITION ADDED TO MODELS. 3rd Review Comment: Addressed. Address comments on the RAS workmaps and provide annotated responses. 4th Review Comment: Addressed 9. Please provide channel cross sections with hydraulic parameters for proposed channels. Please note, a HEC-RAS model is required to confirm water surface profiles in channels, roadside diches and culverts. Please provide RAS model and verify proposed channels contain the fully developed 100-yr flow with 1’ freeboard. Use n=.04 for earthen channel. Include a RAS workmap or add RAS cross sections to the grading plans. 1st Review Response: HEC RAS model included for channels, roadside ditch and culverts 2nd Review Comment: Noted. 10. Channels must be designed to standards. Please refer to criteria manual Section IV-B and section IV3.4 (trapezoidal, 4:1 SS, 1' freeboard from 100-yr fully developed water surface elevation to top of bank, etc). Provide drainage easements with adequate access; include 10' beyond top of bank on both sides. 1st Review Response: Revised the slopes to 4:1 2nd Review Comment: Please address comments on channel profile sheets and hydraulic workmap. 2nd Review Response: Addressed. 3rd Review Comment: Please address comments on hydraulic workmap and grading plan. 4th Review Comment: Please address comment on Sheet 12-8 26 Item 6. Ms. Ramie Hammonds January 24, 2024 Page 3 of 4 5th Review Comment: Addressed 11. Provide RAS model for all proposed roadside ditches (Criteria Manual Section IV.3.4) including Sam Bass Road. Include proposed culverts and driveway culverts and verify the 100 -yr fully developed flow is contained within the right of way. If not contained within ROW, additional DE must be dedicated to contain the fully developed 100-yr water surface elevation. 1st Review Response: HEC RAS model included for channels, roadside ditch and culverts 2nd Review Comment: Noted. 12. Please ensure side yard swales contain the 100yr WSEL and do not drain to the adjacent lots. Provide a typical section with hydraulic parameters. Ensure the typical section is feasible in each of the lots according to the grading plan. 1st Review Response: side ditch sized to contain 100 yr discharge 2nd Review Comment: Address side yard swales comment on grading sheets (sheet 8) 2nd Review Response: 3rd Review Comment: Addressed. 13. Verify the roadside ditch on Sam Bass Road does not drain to the proposed Street A roadside ditch. 1st Review Response: Samross culvert does not drain to the proposed street, flow is only 1.23 cfs 2nd Review Comment: Noted. 14. Show and label proposed culvert crossing on street plan and profile. Include 100-yr HGL. Please use a min of 18”. Design culvert to pass the fully developed 100-yr flood event with 1’ freeboard. Use RAS to evaluate backwater and tailwater at proposed culvert. 1st Review Response: culvert crossing is included in plan set 2nd Review Comment: Noted. 15. Provide Plan and profile for all proposed channels. Show and label the fully developed 100-yr water surface profile and left and right top of bank; verify 1’ freeboard. Include culverts and verify 1’ freeboard to top of road. 1st Review Response: Channel profile with 100 yr wse is included in plan set 2nd Review Comment: Please use the Ultimate 100yr flow to design the channels. 2nd Review Response: Ultimate Condition Utilized. 3rd Review Comment: (a) It appears the flow change at cross section 5551 does not match the HMS model. Please verify, reconcile and revise. (b) Address comments on sheet 9 and 13 and provide annotated responses. 4th Review Comment: a) Addressed b) Please address comments on Sheets 7, 9, 12-8, and 13B 5th Review Comment: Addressed 16. The proposed infrastructure (ie inlets, SD, swales, driveway culverts, channels, etc.) included in the drainage study to support the preliminary plat will be reviewed again once the construction plans are available. Update calculations as necessary to correspond to plans. 1st Review Response: All proposed infrastructure calculation are included in plan set 2nd Review Comment: Addressed. 17. 4th Review Comment: Please review and revise HEC-RAS models for the following comments DCSRR IV.3.4: a. Channel bank stations should be adjusted for all cross sections and all channels. OK b. All cross sections must contain the computed water surface elevations. i. 5th Review Comment - XS 2000 & 2200. Recommend cutting off HEC-RAS model approximately 1,000 ft downstream of project area. 27 Item 6. Ms. Ramie Hammonds January 24, 2024 Page 4 of 4 c. For Channel-A, why does the n-value decrease (0.04 to 0.035) when transitioning from engineered ditch to the natural, existing channel? Please revie and revise as necessary for all HEC-RAS models. OK. d. Ineffective flow areas should not be located within the conveyance area of the proposed culverts (Channel-A structure cross section 5893). OK e. Flow profiles should not cross (Channel-A 6473 – 6601) OK f. Cross sections should not curve (Channel-A 5866 and 5922). Please revise. OK g. Please review and revise all structure data in the HEC -RAS models. Distance and width should be the same in both the Deck/Roadway editor and culvert editor. OK h. 5th Review Comment- N-values should be defined for the left overbank, channel, and right overbank at a minimum. One (1) n-value should not be used for the entire length of the cross section. The Engineer shall revise the hydrologic study and/or plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3953. Sincerely, HALFF TBPELS Firm No. 312 Parker C. Moore, P.E., CFM Project Manager Attachment: • Plan Markups 28 Item 6. SHEET INDEX SHEET NO DESCRIPTION C.1 C.2 C.3 C.4 C.5 C.6 C.7 C.8 C.9 C.10-A C.10-B C.11-A C.11-B C.12-A C.12-B C.13-A C.13-B C.13-C C.13-D C.14 C.15 C.16 C.17 C.18 C.19 C.20 C.21 C.22 C.23 PROJECT OWNER: REDEEMED ASSETS LLC 2701 WIND RIVER LN, DENTON, TX, 76210-2965 PREPARED BY: iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS,TX 76040 TEL.(972) 523-5493 TBPE:F-19293 EMAIL:INFO@ICIVILENG.COM VICINITY MAP NOT TO SCALE LEGEND PROPERTY ADDRESS: 8949 SAM BASS ROAD SANGER, TX 76266 TOPOGRAPHIC SURVEY BY: COVER SHEET GENERAL NOTES SURVEY AND PLAT DEMOLITION PLAN STREET PLAN STREET PLAN GRADING PLAN GRADING PLAN GRADING PLAN PRE PROJECT TOC CALCULATION PRE DEVELOPMENT DRAINAGE AREA MAP POST AND ULTIMATE TOC CALCULATION POST AND ULTIMATE DRAINAGE AREA MAP DITCH AND CULVERT CALCULATIONS DITCH AND CULVERT CALCULATIONS HYDRAULIC WORK MAP HYDRAULIC WORK MAP HYDRAULIC WORK MAP HYDRAULIC WORK MAP CHANNEL PROFILE CHANNEL PROFILE CHANNEL PROFILE CULVERT PLAN AND PROFILE WATER MAIN PLAN WATER MAIN PLAN EROSION CONTROL PLAN STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS TRINITY LAND SURVEYING LLC 1222 GREENBRIAR ST. DENTON, TX 76201 FIRM NO. :10194687 TEL. NO. (940) 293-3180 CIVIL PLANS FOR MARLEY MEADOWS SAM BASS ROAD SANGER, TEXAS PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM COVER SHEET 1 SA M B A S S R O A D 455 HARBERSON ROAD CHAPM A N R O A D NO R T H PROJECT SITE 29 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM ’ ’ ’ ” GENERAL NOTES 2 30 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM SURVEY & PLAT 3 .70' .45' 31 Item 6. 735.77 MAILBOX 738.10 A.C. UNIT G 757.35 GAS TEST STA 735.46 BENCH MARK BOX WITH X 741.55 BENCH MARK SIR 5/8 X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OH E OH E OH E X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X OH E OH E OH E X X X X X X X X X X X X X X X X X X X X X X X X X X X X OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E X X X X X X X X X HELEN P. WOLTERS CALLED 2.500 ACRES VOL. 1130, PG. 658 D.R.D.C.T. JAMES RANDEL HOLDER, JOHN JEFFREY SPRINGER AND ELIZABETH ANN SPRINGER RAYBURN EXHIBIT "B" CALLED 167.75 ACRES DOC. NO. 2004-28833 O.R.D.C.T. GRAY DOG PROPERTIES, LLC CALLED 25.798 ACRES DOC. NO. 2018-87831 O.R.D.C.T. KATHLEEN T WHITT CALLED 1.0 ACRE DOC. NO. 2013-66912 O.R.D.C.T. JAMES D. WHITT AND WIFE, KATHY T. WHITT CALLED 12.50 ACRES VOL. 934, PG. 994 O.R.D.C.T. KELSEY EMPIRE, LLC REMAINDER OF CALLED 21.387 ACRES DOC. NO. 2017-43150 O.R.D.C.T. BOLIVAR WATER SUPPLY CORPORATION FIRST TRACT CALLED 0.07 ACRES VOL. 608, PG. 618 D.R.D.C.T. JUDY K. SELPH DOC. NO. 2010-20064 O.R.D.C.T. MORRIS KNOWLES AND WIFE, JUEL DEAN KNOWLES CALLED 214.7 ACRES VOL. 345, PG. 247, D.R.D.C.T. 7/8" IRF (N 12°13'43" E, 1.2') CIRF "PLS INC" CIRS 1" IPF (S 0°05'02" E, 0.9') 1/2" IRF 1/2" IRF 1/2" IRF 1" IPF PKS 21.394 ACRES 931,902 SQ. FT. BOLIVAR WATER SUPPLY CORPORATION SECOND TRACT VOL. 608, PG. 618 D.R.D.C.T. BOLIVAR WATER SUPPLY CORP. CALLED 2,500 SQ. FT. DOC. NO. 2015-4254 O.R.D.C.T. 7/8" IRF 7/8" IRF POINT (NO ACCESS) 12" WOOD POST FND. XXXXX 37' X 47' BARN 8' X 19' SHED 30' X 6 0 ' M O B I L E H O M E WOOD DECK WOOD DECK CATTLE GUARD CATTLE GUARD 12" CMP F/L: 738.3'± F/L: 739.2'± CATTLE GUARD SA M B A S S R O A D (A P P A R E N T P U B L I C R / W , NO R E C O R D F O U N D ) G R A V E L R O A D GRAVEL ROAD GR A V E L R O A D 1 STORY WOOD/FRAME HOUSE COVERED CONCRETE PORCH 10' X 12' SHED 8' X 8' SHED 15" RCP F/L: 732.2'± 15" RCP F/L: 733.2'± 15" RCP F/L: 733.6'± 15" RCP F/L: 734.2'± 35.9' 16 1 . 9 ' 40 . 6 ' 28.3' 17.9' 31.2' FIRE PIT TBM #2 ELEV: 741.70' S89°14'24"E 327.97' S0 ° 0 5 ' 0 0 " E 31 4 . 2 4 ' N89°13'22"W 110.14' S0°14'22"E 50.00' N89°13'22"W 1355.25' N0 ° 0 0 ' 1 5 " E 41 4 . 9 1 ' N88°52'58"W 105.09' N0 ° 0 5 ' 0 2 " W 27 8 . 3 3 ' S89°14'24"E 1240.09' S0 ° 2 2 ' 0 2 " E 33 0 . 1 4 ' 73 5 74 0 74 5 750 73 4 73 673 7 73 873 9 74 1 74 2 74 3 74 4 746747 748 749 735 73 6 73 7 74 0 737 73 8 73 9 74 174 2 74 5 75 0 74 2 74 3 74 4 74 674 7 74 8 74 9 751 75 2 75 5 75 3 754 756 757 758 759 761 740 74 5 75 0 73 9 74 1 74 2 74 374 4 74 6 74 7 74 8 74 975 1 735 731 732 733 734 736 737 738 73 9 73 2 73 3 74 0 7 3 6 7 3 7 7 3 8 73 9 7 4 1 7 3 0 72 9 7 3 1 7 3 2 731 729 728 740 737 7 3 8 73 9 741 742 7 3 8 737 10' ACCESS EASEMENT VOL. 608, PG. 618 D.R.D.C.T. APPROXIMATE LOCATION OF 150' RADIUS SANITARY EASEMENT VOL. 608, PG. 618 D.R.D.C.T. TBM #1 ELEV: 735.46' P.O.B. PKS NO ACCESS NO ACCESS 7 3 5 7 4 0 74 5 7 3 3 7 3 4 7 3 6 7 3 7 738 7 3 9 7 4 1 7 4 2 74 3 7 4 4 SA M B A S S R O A D PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DEMOLITION PLAN 4 32 Item 6. 41 4 . 9 1 ' 750 74 0 74 1 74 2 74 5 75 0 74 2 74 3 74 4 74 6 74 7 74 8 749 751 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM STREET PLAN 5 33 Item 6. OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E S89°14'24"E 327.97' 31 4 . 2 4 ' 735 733 734 736 74 0 7 3 6 7 3 7 7 3 8 73 9 7 4 1 737 7 4 0 74 5 7 4 1 7 4 2 74 3 7 4 4 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM STREET PLAN 6 34 Item 6. 739.15 CORR. METAL PIPE 12" 738.32 CORR. METAL PIPE 12" 740.45 MISC1 B CATTLE GUARD 740.59 MISC1 CATTLE GUARD 740.47 MISC1 CATTLE GUARD 740.44 MISC1 CLOSE CATTLE GUARD 739.88 POWER POLE OHL4 745.31 POWER POLE OHL4 750.74 METAL POST 3" 756.06 POWER POLE OHL4 756.44 GUY ANCHOR 758.75 WIRE FENCE B 760.63 WIRE FENCE PSTM 2"WIRE FENCEWIRE FENCE 756.30 POWER POLE OHL4 WIRE FENCE 754.52 MISC FIRE PIT754.80 MISC FIRE PIT754.58 MISC FIRE PIT 754.48 MISC FIRE PIT 759.75 CLEANOUT 759.36 CLEANOUT W 759.67 WATER METER 759.47 CLEANOUT 759.51 CLEANOUT TV 757.61 MISC ANTENA 758.73 OVERHEAD LINE END E 758.94 ELECTRIC METER G 757.35 GAS TEST STA 759.05 RETAINING WALL B CINDERBLOCK 0.5' 759.19 RETAINING WALL CINDERBLOCK 0.5' 757.74 RETAINING WALL END CINDERBLOCK 0.5' ST 759.32 SEPTIC TANK ST 759.38 SEPTIC TANK ST 759.41 SEPTIC TANK 759.42 CLEANOUT 741.55 BENCH MARK SIR 5/8 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE N88°52'58"W 105.09' N0 ° 0 5 ' 0 2 " W 27 8 . 3 3 ' S89°14'24"E 1240.09' 74 5 75 0 74 2 74 3 74 4 74 6 74 7 74 8 74 9 751 75 2 75 5 75 3 754 756 757 758 759 761 740 74 5 75 0 73 9 74 1 74 2 74 3 74 4 74 6 74 7 74 874 9 75 1 736 737 738 73 9 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM GRADING PLAN 7 35 Item 6. METAL POST 2" 733.92 EDGE OF WATER B733.86 EDGE OF WATER733.93 EDGE OF WATER 733.96 EDGE OF WATER 733.89 EDGE OF WATER 733.93 EDGE OF WATER 733.92 EDGE OF WATER CLOSE 732.24 GUY ANCHOR 732.47 POWER POLE OHL1 B S-W 731.46 WIRE FENCE FW5 B 737.66 POWER POLE OHL1 741.98 WIRE FENCE 743.39 POWER POLE OHL1 745.22 POWER POLE OHL1WIRE FENCE PSTM 2" POWER POLE OHL1 744.57 GUY ANCHOR GUY ANCHOR POWER POLE OHL1 END WIRE FENCE 748.74 WIRE FENCE 748.09 WIRE FENCE 747.64 WIRE FENCE 747.82 WIRE FENCE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE O H E O H E OH E OH E OH E OH E OH E OH E 21.394 ACRES 931,902 SQ. FT. N89°13'22"W 1355.25' N0 ° 0 0 ' 1 5 " E 41 4 . 9 1 ' N88°52'58"W 105.09' 73 5 74 0 74 5 750 73 4 73 673 7 73 8 73 9 74 1 74 2 74 3 74 4 746747 748 749 735 73 6 73 7 74 0 737 73 8 73 9 74 1 74 2 74 5 75 0 74 2 74 3 74 4 74 6 74 7 74 8 749 751 75 2 75 5 75 3 754 736 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM GRADING PLAN 8 36 Item 6. 735.22 POWER POLE OHL4 738.35 POWER POLE OHL4 738.39 GUY ANCHOR 739.66 POWER POLE OHL4 740.19 GUY ANCHOR 739.00 CLEANOUT 738.82 CLEANOUT 739.03 CLEANOUTST 738.61 SEPTIC TANK ST 738.63 SEPTIC TANK ST 738.64 SEPTIC TANK E 738.16 ELECTRIC METER 738.10 A.C. UNIT OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E S0 ° 2 2 ' 0 2 " E 33 0 . 1 4 ' 735 736 740 737 7 3 8 73 9 741 742 7 3 8 737 735.77 MAILBOX 737.98 BUILDING CORNER AFRAME 737.84 BUILDING CORNER AFRAME 738.00 BUILDING CORNER AFRAME738.19 BUILDING CORNER AFRAME BUILDING CORNER OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E XX X X X X X X X X X X X XXX X X X X X X X OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE SA M B A S S R O A D (A P P A R E N T P U B L I C R / W , NO R E C O R D F O U N D ) S89°14'24"E 327.97' S0 ° 0 5 ' 0 0 " E 31 4 . 2 4 ' N89°13'22"W 110.14' S0°14'22"E 50.00' 735 731 732 733 734 736 73 2 73 3 74 0 7 3 6 7 3 7 7 3 8 73 9 7 4 1 7 3 0 72 9 7 3 1 7 3 2 731 729 728 737 7 3 5 7 4 0 74 5 7 3 6 7 3 7 7 3 8 7 3 9 7 4 1 7 4 2 74 3 7 4 4 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM GRADING PLAN 9 37 Item 6. TIME OF CONCENTRATION CALCULATION (PRE-PROJECT) AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.) Sub-Basin 1 100 0.15 3.36 0.01 0.21 12.62 756.0 750.0 660 0.01 1.60 0.11 6.88 3.12 1100.00 0.10 5.88 25.37 15.22 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 TIME OF CONCENTRATION CALCULATION (PRE-PROJECT) AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW TOC (TOTAL)LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.) Sub-Basin 2 (Pre)100 0.15 3.36 0.01 0.21 12.62 756.0 729.0 1282 0.021 2.60 0.14 8.22 20.83 12.50 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 TIME OF CONCENTRATION CALCULATION (PRE-PROJECT) AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.) Sub-Basin 3 100 0.15 3.36 0.02 0.16 9.56 743.0 724.0 1060 0.02 2.20 0.13 8.03 3.12 5092.00 0.45 27.20 44.793 26.88 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM PRE-PROJECT TIME OF CONCENTRATION CALCULATION 10-A 38 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM PRE DAM 10-B 39 Item 6. TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT) AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.) Sub-Basin 1 100 0.15 3.36 0.01 0.21 12.62 756.0 750.0 660 0.01 1.60 0.11 6.88 3.12 1100.00 0.10 5.88 25.37 15.22 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT) AREA CODE SHEET FLOW CHANNEL FLOW TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.) Sub-Basin 2A 100 0.15 3.36 0.03 0.14 8.13 7.85 731 0.03 1.55 9.68 5.81 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT) AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.) Sub-Basin 2B 100 0.15 3.36 0.02 0.16 9.56 756.0 751.5 276 0.02 1.60 0.05 2.88 7.85 825 0.03 1.75 14.19 8.51 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT) AREA CODE SHEET FLOW CHANNEL FLOW 1 CHANNEL FLOW 2 TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(MIN.) Sub-Basin 2C 100 0.15 3.36 0.05 0.11 6.63 7.85 900.00 0.03 1.91 5.38 462 0.02 1.43 9.97 5.98 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 TIME OF CONCENTRATION CALCULATION (POST-PROJECT & ULTIMATE DEVELOPMENT) AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL) LAG TIME (min.) LENGTH (ft)MANNINGS'S N P2 (inc.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH TOC(hr)TOC(Min.)(Min.) Sub-Basin 3 100 0.15 3.36 0.02 0.16 9.56 743.0 724.0 1060 0.02 2.20 0.13 8.03 3.12 5092.00 0.45 27.20 44.793 26.88 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2=3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 49, TABLE IV.1-3 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM POST-PROJECT & ULT. DEV. TIME OF CONCENTRATION 11-A 40 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM POST AND ULTIMATE DAM 11-B 41 Item 6. SA M B A S S R D EX. 15" CULVERT (R) EX. 15" CULVERT (S) HIGH POINT DITCH 8 SWALE 5 DITCH 1 DITCH 2 DITCH 3 DITCH 4 PROP. 18" CULVERT SWALE 6 SWALE 7 PROP. CULVERT (TYP) SWALE 9 CHANNEL 1 SWALE 0 (TYP. FOR BLK A LOTS 2-9) (SEE DETAIL) DITCH 10 PROP. 2-5'W X3'H BOX CULVERTS PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DITCH AND CULVERT CALCULATIONS 12-A 0 SCALE 1"= 60'120'180'240' 60' 42 Item 6. RUNOFF CALCULATION Area DITCH ID Area C CA TC I1 I5 I10 I100 Q1 Q5 Q10 Q100 ID (acres)(min.)(in./hr.)(in./hr.)(in./hr.)(in./hr.)(cfs)(cfs)(cfs)(cfs)COMMENTS SIDE YARD SWALE SWALE 0 0.75 0.45 0.34 15 3.31 4.85 5.50 7.91 1.12 1.64 1.86 2.67 SWALE BETWEEN ANY TWO LOTS (TYP. FOR BLK A LOT 2-9 SEE DETAILS) A1a & A1b DITCH 1 4.12 0.55 2.27 15 3.31 4.85 5.50 7.91 7.50 10.99 12.46 17.92 HALF OF THE LOT DRAINS TO CHANNEL 1 A2 DITCH 2 1.27 0.71 0.90 15 3.31 4.85 5.50 7.91 2.98 4.37 4.96 7.13 COMPOSITE C=0.71 (CALCULATION PROVIDED ON THIS SHEET OA1a, OA1b & A3 DITCH 3 4.29 0.45 1.93 15 3.31 4.85 5.50 7.91 6.39 9.36 10.62 15.27 AREA A3+OA1a+OA1b DRAINS TO DITCH 3 A4 DITCH 4 0.45 0.75 0.34 15 3.31 4.85 5.50 7.91 1.12 1.64 1.86 2.67 COMPOSITE C=0.71 (CALCULATION PROVIDED ON THIS SHEET OA1b SWALE 5 1.12 0.45 0.50 15 3.31 4.85 5.50 7.91 1.67 2.44 2.77 3.99 SWALE FOR OFFSITE AREA DRAINAGE OA2 SWALE 6 0.96 0.45 0.43 15 3.31 4.85 5.50 7.91 1.43 2.10 2.38 3.42 SWALE FOR OFFSITE AREA DRAINAGE OA3 SWALE 7 0.50 0.55 0.28 15 3.31 4.85 5.50 7.91 0.91 1.33 1.51 2.18 SWALE FOR OFFSITE AREA DRAINAGE OA3 & A5 DITCH 8 5.56 0.45 2.50 15 3.31 4.85 5.50 7.91 8.28 12.13 13.76 19.79 1 ACRE LOTS OA2-a SWALE 9 0.20 0.78 0.16 15 3.31 4.85 5.50 7.91 0.52 0.76 0.86 1.23 ROADSIDE SWALE OA1c DITCH 10 1.57 0.30 0.47 15 3.31 4.85 5.50 7.91 1.56 2.28 2.59 3.73 DICTH FOR OFFSITE AREA DRAINAGE NOTE: C VALUE FOR SINGLE FAMILY RESIDENTIAL 1 ACRE LOTS = 0.45 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4) C VALUE FOR SINGLE FAMILY RESIDENTIAL 1/2 ACRE LOTS = 0.55 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4) C VALUE FOR STREET = 0.95 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4) C VALUE FOR CLAYEY SOIL, AVERAGE, 5-10% = 0.60 (DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV.1-4) THE VALUE FOR RAINFALL INTENSITY IS TAKEN FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 47-48-49, TABLE IV.1-3 DRIVEWAY CULVERT DATA FOR BLK B LOT 3 TO 9 STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV. 10+47.78 0.97 4.22 4.22 LOT 9 18"746.78 746.03 10+95.82 0.81 3.52 7.74 LOT 8 & 9 18"745.29 744.55 12+49.77 0.55 2.39 10.14 LOT 7, 8 & 9 24"740.53 739.79 13+88.82 0.55 2.39 12.53 LOT 6, 7, 8 & 9 24"736.92 736.76 15+11.52 0.55 2.39 14.92 LOT 5, 6, 7, 8 & 9 27"736.08 735.85 16+55.07 0.55 2.39 17.31 LOT 4, 5, 6, 7, 8 & 9 27"734.59 734.28 17+61.27 0.14 0.61 17.92 LOT 3, 4, 5, 6, 7, 8 & 9 27"733.38 733.07 * CULVERT LENGTH=24', MATERIAL=RCP DRIVEWAY CULVERT DATA FOR BLK B LOT 1 & 2 CULVERTS STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV. 20+74.17 2.55 9.08 9.08 LOT 1, OA1a & OA1b 18"734.11 734.01 19+65.12 1.74 6.19 15.27 LOT 1, 2 & OA1a, OA1b & A3 24"733.58 733.46 * CULVERT LENGTH=24', MATERIAL=RCP DRIVEWAY CULVERT DATA FOR BLK A LOT 3 TO 8 CULVERTS STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV. 10+80.03 0.21 1.18 1.18 LOT 9 18"746.82 746.08 12+49.73 0.21 1.18 2.36 LOT 8 & 9 18"741.58 740.84 13+88.82 0.21 1.18 3.54 LOT 7, 8 & 9 18"737.83 737.60 15+11.46 0.21 1.18 4.72 LOT 6, 7, 8 & 9 18"736.59 736.34 16+55.08 0.21 1.18 5.90 LOT 5, 6, 7, 8 & 9 18"735.12 734.88 17+59.72 0.22 1.24 7.13 LOT 4, 5, 6, 7, 8 & 9 18"734.05 733.82 * CULVERT LENGTH=24', MATERIAL=RCP DRIVEWAY CULVERT DATA FOR BLK A LOT 1 & 2 CULVERTS STREET STATION CORRESPONDING LOT AREA Q100 Q100 TOTAL CONTRIBUTING LOTS/AREA CULVERT SIZE*UPSTREAM INV.DOWNSTREAM INV. 20+74.17 0.29 1.62 1.62 A4 18"734.13 734.01 19+65.12 0.16 0.89 2.51 A4 18"733.58 733.46 * CULVERT LENGTH=24', MATERIAL=RCP TIME OF CONCENTRATION CALCULATION AREA CODE SHEET FLOW SHALLOW CONCENTRATED FLOW CHANNEL FLOW TOC (TOTAL)TOC USED LENGTH (ft)MANNINGS'S N P2 (in.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)HIGH ELEV LOW ELEV LENGTH(ft)SLOPE(ft/ft)VEL.(fps)TOC(hr)TOC(Min.)VEL.(fps)LENGTH (ft)TOC(hr)TOC(Min.)(Min.) A1a & A1b 100 0.15 3.36 0.02 0.16 9.56 753.0 751.0 185 0.01 1.60 0.03 1.93 7.85 825 0.03 1.75 13.24 15.00 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2 = 3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV .1-3 TIME OF CONCENTRATION CALCULATION AREA CODE SHEET FLOW CHANNEL FLOW 1 CHANNEL FLOW 2 TOC (TOTAL)TOC USED LENGTH (ft)MANNINGS'S N P2 (in.)SLOPE (ft/ft)TIME(hr.)TIME(Min.)VEL.(fps)LENGTH (ft)TOC(hr)TOC(Min.)VEL.(fps)LENGTH (ft)TOC(hr)TOC(Min.)(MIN.) A2 100 0.15 3.36 0.05 0.11 6.63 7.85 900.00 0.03 1.91 5.38 462 0.02 1.43 9.97 15.00 NOTE: 1. VALUE OF MANNING'S N FOR SHEET FLOW = 0.15 (FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS, PAGE 56, TABLE IV.1-6 ) 2. VELOCITY FOR SHALLOW CONCENTRATED FLOW IS TAKEN FROM TR 55 FIGURE 3-1 3. P2 = 3.36 FROM DENTON COUNTY SUBDIVISION RULES & REGULATIONS TABLE IV .1-3 WEIGHTED RUNOFF COEFFICIENT (DITCH-2) LAND USE TOTAL LAND AREA RUNOFF COEF. WEIGHTED RUNOFFF COEF. ASPHALT/CONCRETE 0.41 0.95 0.71CLAYEY SOIL 5-10%0.86 0.60 WEIGHTED RUNOFF COEFFICIENT (DITCH-4) LAND USE TOTAL LAND AREA RUNOFF COEF. WEIGHTED RUNOFFF COEF. ASPHALT/CONCRETE 0.19 0.95 0.75CLAYEY SOIL 5-10%0.26 0.60 WEIGHTED RUNOFF COEFFICIENT (DITCH-9) LAND USE TOTAL LAND AREA RUNOFF COEF. WEIGHTED RUNOFFF COEF. ASPHALT/CONCRETE 0.10 0.95 0.78CLAYEY SOIL 5-10%0.10 0.60 V-DITCH & SWALE CAPACITY CALCULATION DITCH ID Q100 (cfs)AVERAGE SLOPE (ft/ft)MANNING'S N WATER DEPTH (ft.)VELOCITY (fps)TOTAL DITCH/SWALE DEPTH (ft)SECTION DETAILS DITCH 1 17.92 0.020 0.040 0.91 3.47 3.5 SHEET 5 SECTION A-A DITCH 2 7.13 0.020 0.040 0.80 2.77 2.5 SHEET 5 SECTION A-A DITCH 3 15.27 0.020 0.040 1.07 3.32 2.5 SHEET 6 SECTION F-F DITCH 4 2.67 0.020 0.040 0.55 2.07 2.5 SHEET 6 SECTION F-F SWALE 5 3.99 0.005 0.040 0.70 1.25 1.5 SHEET 12-B SECTION L-L SWALE 6 3.42 0.005 0.040 0.66 1.20 1.5 SHEET 12-B SECTION L-L SWALE 7 2.18 0.005 0.040 0.56 1.06 1.5 SHEET 12-B SECTION K-K DITCH 8 19.79 0.015 0.040 1.24 3.20 4.5 SHEET 8 SECTION E-E SWALE 9 1.23 0.005 0.040 0.37 0.80 1.5 SHEET 12-B SECTION I-I DITCH 10 3.73 0.0068 0.040 0.77 1.56 3.0 SHEET 12-B SECTION J-J PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DITCH AND CULVERT CALCULATIONS 12-B 43 Item 6. X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX 30' X 6 0 ' M O B I L E H O M E 35.9' 16 1 . 9 ' 40 . 6 ' 28.3' 17.9' 31.2' 73 5 74 0 74 5 750 73 4 73 673 7 73 873 9 74 1 74 2 74 3 74 4 746747 748 749 735 73 6 73 7 74 0 737 73 8 73 9 74 174 2 74 5 75 0 74 2 74 3 74 4 74 674 7 74 8 749 751 75 2 75 5 75 3 754 756 757 758 759 761 740 74 5 75 0 73 9 74 1 74 2 74 374 4 74 6 74 7 74 8 74 975 1 735 731 732 733 734 736 737 73 8 73 9 73 2 73 3 74 0 7 3 6 7 3 7 73 8 73 9 7 4 1 7 3 0 72 9 7 3 1 7 3 2 731 729 728 740 737 7 3 8 73 9 741 742 7 3 8 737 7 3 5 7 4 0 74 5 7 3 3 7 3 4 7 3 6 7 3 7 7 3 8 7 3 9 7 4 1 7 4 2 74 3 7 4 4 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM HYDRAULIC WORK MAP 13-A LEGENDS Recommend starting HEC-RAS model approximately 1,000 ft downstream of project area. This will also address cross sections 2000 and 2200 not containing the water surface elevation. HEC-RAS model: N-values should be defined for the left overbank, channel, and right overbank at a minimum. One (1) n-value should not be used for the entire length of the cross section. 44 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM HYDRAULIC WORK MAP 13-B CULVERT ANALYSIS 45 Item 6. X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX 30' X 6 0 ' M O B I L E H O M E 35.9' 16 1 . 9 ' 40 . 6 ' 28.3' 17.9' 31.2' 73 5 74 0 74 5 750 73 4 73 673 7 73 873 9 74 1 74 2 74 3 74 4 746747 748 749 735 73 6 73 7 74 0 737 73 8 73 9 74 174 2 74 5 75 0 74 2 74 3 74 4 74 674 7 74 8 749 751 75 2 75 5 75 3 754 756 757 758 759 761 740 74 5 75 0 73 9 74 1 74 2 74 374 4 74 6 74 7 74 8 74 975 1 735 731 732 733 734 736 737 73 8 73 9 73 2 73 3 74 0 7 3 6 7 3 7 73 8 73 9 7 4 1 7 3 0 72 9 7 3 1 7 3 2 731 729 728 740 737 7 3 8 73 9 741 742 7 3 8 737 7 3 5 7 4 0 74 5 7 3 3 7 3 4 7 3 6 7 3 7 7 3 8 7 3 9 7 4 1 7 4 2 74 3 7 4 4 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM HYDRAULIC WORK MAP 13-C LEGENDS 46 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM HYDRAULIC WORK MAP 13-D 47 Item 6. 739.15 CORR. METAL PIPE 12" 738.32 CORR. METAL PIPE 12" 741.55 BENCH MARK SIR 5/8 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X S89°14'24"E 1240.09' 740 74 5 75 0 73 9 74 1 74 2 74 3 74 4 74 6 74 7 74 874 9 75 1 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM CHANNEL-A PLAN & PROFILE 14 CHANNEL-A 48 Item 6. 736.06 IRON ROD FOUND 1/2 CHAIN LINK FENCE 729.47 WIRE FENCE 730.76 WIRE FENCE 731.04 WIRE FENCE CHAIN LINK FENCE CLOSE 736.30 WIRE FENCE FW4 END 736.19 WIRE FENCE FW4 B 736.02 WIRE FENCE END 736.84 WIRE FENCE 737.03 WIRE FENCE 740.34 WIRE FENCE END 739.00 CLEANOUT 738.82 CLEANOUT 739.03 CLEANOUTST 738.61 SEPTIC TANK ST 738.63 SEPTIC TANK ST 738.64 SEPTIC TANK 738.10 A.C. UNIT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E X X X X X X X X X X X X X X X XXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX OHE S0°22'02"E 330.14' 7 3 5 73 1 73 2 73 3 73 4 7 3 6 73 2 733 73 1 7 2 9 7 2 8 73 7 738 738 73 7 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM CHANNEL-A PLAN & PROFILE 15 SE E C U L V E R T PL A N & PR O F I L E S H E E T 1 7 SE E C U L V E R T PL A N & PR O F I L E S H E E T 1 7 SE E D I T C H - 8 P L A N & PR O F I L E S H E E T 1 6 CHANNEL-A 49 Item 6. IRON ROD FOUND 3/4 LEANING 731.25 EDGE OF WATER EDGE OF WATER 733.92 EDGE OF WATER B733.86 EDGE OF WATER733.93 EDGE OF WATER 733.96 EDGE OF WATER 733.89 EDGE OF WATER 733.93 EDGE OF WATER 733.92 EDGE OF WATER CLOSE 732.24 GUY ANCHOR 732.47 POWER POLE OHL1 B S-W 731.46 WIRE FENCE FW5 B 737.66 POWER POLE OHL1 741.98 WIRE FENCE 743.39 POWER POLE OHL1 OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X 7/8" IRF N89°13'22"W 1355.25' 73 5 74 0 74 5 73 4 73 673 7 73 8 73 9 74 1 74 2 74 3 74 4 746747 73 2 73 3 DITCH-8 PLAN & PROFILE 16 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DITCH-8 50 Item 6. 736.02 BUILDING CORNER AFRAME 736.12 BUILDING CORNER AFRAME 736.31 BUILDING CORNER AFRAME 736.25 BUILDING CORNER AFRAME 736.28 BUILDING CORNER AFRAME 736.26 BUILDING CORNER AFRAME 736.17 BUILDING CORNER AFRAME 736.23 BUILDING CORNER AFRAME 7 3 5 7 3 6 T 737.13 TELEPHONE RISER XXXXXXXX OH E OH E OH E OH E OH E OH E X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE XXXXXXXXXXXXXX S0°05'00"E 314.24' 740 738 739 741 74074 5 73974174274 3744 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM CULVERT PLAN & PROFILE LINE A 17 LINE B 51 Item 6. 737.13 TELEPHONE RISER 738.10 A.C. UNIT X X X X X X X X X OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X OH E OH E OH E OH E OH E OH E X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X XX X X X X X X X X X X OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E X X X X X X X X X X X X SA M B A S S R O A D (A P P A R E N T P U B L I C R / W , NO R E C O R D F O U N D ) S89°14'24"E 327.97' S0 ° 0 5 ' 0 0 " E 31 4 . 2 4 ' S0 ° 2 2 ' 0 2 " E 735 735 731 732 733 734 736 73 7 7 4 0 7 3 6 7 3 7 7 3 8 73 9 7 4 1 737 7 4 0 74 5 7 3 7 738 7 3 9 7 4 1 7 4 2 74 3 74 4 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM WATER PLAN 18 MA T C H L I N E SE E S H E E T 1 9 SEWER = SEPTIC SYSTEM 52 Item 6. X X X X X X X X X X X X OH E OH E OH E X X X X X X X N0 ° 0 0 ' 1 5 " E 41 4 . 9 1 ' N88°52'58"W 105.09' N0 ° 0 5 ' 0 2 " W 750 748 749 73 6 73 7 74 0 737 73 8 73 9 74 1 74 2 74 5 75 0 74 2 74 3 74 4 74 6 74 7 74 8 74 9 751 75 2 75 5 75 3 75 4 756 757 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM WATER PLAN 19 MA T C H L I N E SE E S H E E T 1 8 SEWER = SEPTIC SYSTEM 53 Item 6. 757.35 GAS TEST STA X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEO H E OH E OH E OH E X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X OH E OH E OH E X X X X X X X X X X X X X X X X X X X X X X X X X X X X OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E X X X X X X X X X XXXXX 30' X 6 0 ' M O B I L E H O M E SA M B A S S R O A D (A P P A R E N T P U B L I C R / W , NO R E C O R D F O U N D ) S89°14'24"E 327.97' S0 ° 0 5 ' 0 0 " E 31 4 . 2 4 ' N89°13'22"W 110.14' S0°14'22"E 50.00' N89°13'22"W 1355.25' N0 ° 0 0 ' 1 5 " E 41 4 . 9 1 ' N88°52'58"W 105.09' N0 ° 0 5 ' 0 2 " W 27 8 . 3 3 ' S89°14'24"E 1240.09' S0 ° 2 2 ' 0 2 " E 33 0 . 1 4 ' 73 5 74 0 74 5 750 73 4 73 673 7 73 873 9 74 1 74 2 74 3 74 4 746747 748 749 735 73 6 73 7 74 0 737 73 8 73 9 74 174 2 74 5 75 0 74 2 74 3 74 4 74 674 7 74 8 749 751 75 2 75 5 75 3 75 4 756 757 758 759 761 740 74 5 75 0 73 9 74 1 74 2 74 374 4 74 6 74 774 8 74 975 1 735 731 732 733 734 736 737 73 8 73 9 73 2 73 3 74 0 7 3 6 7 3 7 73 8 73 9 7 4 1 7 3 0 72 9 7 3 1 7 3 2 731 729 728 740 737 7 3 8 73 9 741 742 7 3 8 737 7 3 5 7 4 0 74 5 7 3 3 7 3 4 7 3 6 7 3 7 738 7 3 9 7 4 1 7 4 2 74 3 7 4 4 PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM EROSION CONTROL PLAN 20 54 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DETAILS 21 CONSTRUCTION JOINT (BETWEEN EXISTING & PROPOSED PAVEMENT) 55 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DETAILS 22 56 Item 6. PROJECT NO. revisionno.dateby date scale vert horiz JAN 2024 of sheet 23 MARLEY MEADOWS SANGER, TEXAS FOR iCIVIL ENGINEERING 1001 W EULESS BLVD, STE 412H EULESS, TX 76040 PH: (972) 523-5493 TBPE: F-19293 EMAIL: INFO@ICIVILENG.COM DETAILS 23 57 Item 6. CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Conduct a public hearing on Ordinance #04-07-24 amending Sanger’s Water Conservation and Drought Contingency Plan. SUMMARY:  Over the years, major Regional Water Districts have been working on aligning their drought contingency plans  Goal is to align all the plans in the region, so the drought stages are the same  Allowing for less confusion and uniformity among all cities and water districts in the region  Allowing for area-wide advertising to get the message out  Upper Trinity has amended their plan and is asking us to do the same FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION:  Staff recommends approval ATTACHMENTS:  Water Conservation Plan  Drought Contingency Plan  Water Utility Profile  Ordinance # 04-07-24 58 Item 7. 59 Item 7. 60 Item 7. 61 Item 7. 62 Item 7. 63 Item 7. 64 Item 7. 65 Item 7. 66 Item 7. 67 Item 7. 68 Item 7. 69 Item 7. 70 Item 7. 71 Item 7. 72 Item 7. 73 Item 7. 74 Item 7. 75 Item 7. 76 Item 7. 77 Item 7. 78 Item 7. 79 Item 7. 80 Item 7. 81 Item 7. 82 Item 7. 83 Item 7. 84 Item 7. 85 Item 7. 86 Item 7. 87 Item 7. 88 Item 7. 89 Item 7. 90 Item 7. 91 Item 7. 92 Item 7. 93 Item 7. 94 Item 7. 95 Item 7. 96 Item 7. 97 Item 7. 98 Item 7. 99 Item 7. 100 Item 7. 101 Item 7. 102 Item 7. 103 Item 7. 104 Item 7. 105 Item 7. 106 Item 7. 107 Item 7. 108 Item 7. 109 Item 7. 110 Item 7. 111 Item 7. 112 Item 7. 113 Item 7. 114 Item 7. 115 Item 7. 116 Item 7. 117 Item 7. 118 Item 7. 119 Item 7. 120 Item 7. 121 Item 7. Ordinance 04-06-24 – Sanger’s Water Conservation & Drought Contingency Plan Page 1 of 3 Section 13.2201. Plan be amended by amending Section 13.2201 “Plan” to read as follows: Contingency Plan”, Section 13.2201 “Plan” of the Code of Ordinances of the City of Sanger, Texas SECTION 1. Chapter 13 “Utilities”, Article 13.2200 “Water Conservation and Drought SANGER, TEXAS: NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF of the citizens of Sanger. WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest input on the Drought Contingency Plan WHEREAS, public notice has been given and the public has had an opportunity to provide improve water use efficiency; and orderly and efficient management of water supplies to reduce consumption, reduce waste and WHEREAS, the Water Conservation Plan establishes certain rules and policies for the and that helps reduce water usage and temporarily reduce demand placed on the City’s water system, drought conditions, during an emergency and/or when water use approaches the system supply WHEREAS, the Drought Contingency Plan provides measures that may be needed during and Environmental Quality require a Water Conservation and Drought Contingency Plan (the “Plans”); WHEREAS, the Texas Water Code and applicable rules of the Texas Commission on limited and subject to depletion during periods of extended drought; and WHEREAS, the City recognizes that the amount of water available to its customers is PUBLICATION AND PROVIDING FOR AN EFFECTIVE DATE. ADOPTION OCCURRING AT A MEETING OPEN TO THE PUBLIC; PROVIDING FOR CULPABLE MENTAL STATE BEING REQUIRED FOR CONVICTION; DECLARING FOR THE REPEAL OF ALL ORDINANCE IN CONFLICT; PROVIDING FOR NO PENALTY CLAUSE AND PROVIDING A SERVERABILITY CLAUSE AND PROVIDING WATER CONSERVATION, AND DROUGHT CONTINGENCY PLAN; PROVIDING A DROUGHT CONTINGENCY PLAN,” SECTION 13.2201 “PLAN,” TO AMEND THE CHAPTER 13 “UTILITIES,” ARTICLE 13.2200 “WATER CONSERVATION AND COUNTY, TEXAS, AMENDING THE CITY OF SANGER CODE OF ORDINANCES, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON ORDINANCE 04-07-24 CITY OF SANGER, TEXAS 122 Item 7. Ordinance 04-06-24 – Sanger’s Water Conservation & Drought Contingency Plan Page 2 of 3 The city’s Water Conservation and Drought Contingency Plan attached to Ordinance 04-06-24 as Exhibit A is hereby adopted and the regulations contained therein are subject to enforcement as if set out in full and made a part of this article. SECTION 2. Exhibit “A,” attached to Ordinance 04-7-19 and adopted on April 1, 2019, is amended in its entirety to read as set forth in Exhibit “A”, attached hereto and incorporated herein by referenced for all intents and purposes. SECTION 3. Any person, firm, or corporation who shall violate any of the provisions of this article shall be quality of a misdemeanor and upon conviction shall be fines in an amount not to exceed the sum of two thousand dollars ($2,000.00) for each offense, and each and every day such offense shall continue shall be deemed to constitute a separate offense. SECTION 4. If any section, article, paragraph, sentence, clause, phase or word in this ordinance, or application thereof to any person or circumstance is held invalid or unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of the ordinance and the City Council hereby declares it would have passed such remaining portions of the ordinance despite such invalidity, which remaining portions shall remain in full force and effect. SECTION 5. An offense committed before the effective date of this ordinance is governed by the prior law and the provisions of the Code of Ordinances, as amended, in effect when the offense was committed, and the former law is continued in effect for this purpose. SECTION 6. Neither allegation nor evidence of a culpable mental state is required proof of an offense under this ordinance. SECTION 7. It is hereby officially found and determined that the meeting at which this ordinance is passed was open to the public as required and that public notice of the time, place, and purpose of said meeting was given as required by law. SECTION 8. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this _______ day of ________, 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ Kelly Edwards, City Secretary 123 Item 7. Ordinance 04-06-24 – Sanger’s Water Conservation & Drought Contingency Plan Page 3 of 3 APPROVED AS TO FORM: ________________________________ Courtney Goodman-Morris Interim City Attorney 4894-5638-6481, v. 1 124 Item 7. CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Jim Bolz, Public Works Director AGENDA ITEM: Consideration and possible action on Ordinance No. 04-07-24 Amending Sanger’s Water Conservation and Drought Contingency Plan. SUMMARY: • Over the years, major Regional Water Districts have been working on aligning their drought contingency plans • Goal is to align all the plans in the region, so the drought stages are the same • Allowing for less confusion and uniformity among all cities and water districts in the region • Allowing for area-wide advertising to get the message out • Upper Trinity has amended their plan and is asking us to do the same FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION:  Staff recommends approval ATTACHMENTS:  Ordinance No. 04-07-24 125 Item 8. Ordinance 04-06-24 – Sanger’s Water Conservation & Drought Contingency Plan Page 1 of 3 Section 13.2201. Plan be amended by amending Section 13.2201 “Plan” to read as follows: Contingency Plan”, Section 13.2201 “Plan” of the Code of Ordinances of the City of Sanger, Texas SECTION 1. Chapter 13 “Utilities”, Article 13.2200 “Water Conservation and Drought SANGER, TEXAS: NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF of the citizens of Sanger. WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest input on the Drought Contingency Plan WHEREAS, public notice has been given and the public has had an opportunity to provide improve water use efficiency; and orderly and efficient management of water supplies to reduce consumption, reduce waste and WHEREAS, the Water Conservation Plan establishes certain rules and policies for the and that helps reduce water usage and temporarily reduce demand placed on the City’s water system, drought conditions, during an emergency and/or when water use approaches the system supply WHEREAS, the Drought Contingency Plan provides measures that may be needed during and Environmental Quality require a Water Conservation and Drought Contingency Plan (the “Plans”); WHEREAS, the Texas Water Code and applicable rules of the Texas Commission on limited and subject to depletion during periods of extended drought; and WHEREAS, the City recognizes that the amount of water available to its customers is PUBLICATION AND PROVIDING FOR AN EFFECTIVE DATE. ADOPTION OCCURRING AT A MEETING OPEN TO THE PUBLIC; PROVIDING FOR CULPABLE MENTAL STATE BEING REQUIRED FOR CONVICTION; DECLARING FOR THE REPEAL OF ALL ORDINANCE IN CONFLICT; PROVIDING FOR NO PENALTY CLAUSE AND PROVIDING A SERVERABILITY CLAUSE AND PROVIDING WATER CONSERVATION, AND DROUGHT CONTINGENCY PLAN; PROVIDING A DROUGHT CONTINGENCY PLAN,” SECTION 13.2201 “PLAN,” TO AMEND THE CHAPTER 13 “UTILITIES,” ARTICLE 13.2200 “WATER CONSERVATION AND COUNTY, TEXAS, AMENDING THE CITY OF SANGER CODE OF ORDINANCES, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON ORDINANCE 04-07-24 CITY OF SANGER, TEXAS 126 Item 8. Ordinance 04-06-24 – Sanger’s Water Conservation & Drought Contingency Plan Page 2 of 3 The city’s Water Conservation and Drought Contingency Plan attached to Ordinance 04-06-24 as Exhibit A is hereby adopted and the regulations contained therein are subject to enforcement as if set out in full and made a part of this article. SECTION 2. Exhibit “A,” attached to Ordinance 04-7-19 and adopted on April 1, 2019, is amended in its entirety to read as set forth in Exhibit “A”, attached hereto and incorporated herein by referenced for all intents and purposes. SECTION 3. Any person, firm, or corporation who shall violate any of the provisions of this article shall be quality of a misdemeanor and upon conviction shall be fines in an amount not to exceed the sum of two thousand dollars ($2,000.00) for each offense, and each and every day such offense shall continue shall be deemed to constitute a separate offense. SECTION 4. If any section, article, paragraph, sentence, clause, phase or word in this ordinance, or application thereof to any person or circumstance is held invalid or unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of the remaining portions of the ordinance and the City Council hereby declares it would have passed such remaining portions of the ordinance despite such invalidity, which remaining portions shall remain in full force and effect. SECTION 5. An offense committed before the effective date of this ordinance is governed by the prior law and the provisions of the Code of Ordinances, as amended, in effect when the offense was committed, and the former law is continued in effect for this purpose. SECTION 6. Neither allegation nor evidence of a culpable mental state is required proof of an offense under this ordinance. SECTION 7. It is hereby officially found and determined that the meeting at which this ordinance is passed was open to the public as required and that public notice of the time, place, and purpose of said meeting was given as required by law. SECTION 8. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this _______ day of ________, 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ Kelly Edwards, City Secretary 127 Item 8. Ordinance 04-06-24 – Sanger’s Water Conservation & Drought Contingency Plan Page 3 of 3 APPROVED AS TO FORM: ________________________________ Courtney Goodman-Morris Interim City Attorney 4894-5638-6481, v. 1 128 Item 8. CITY COUNCIL COMMUNICATION DATE: April 15, 2024 FROM: Ryan Nolting, Parks & Recreation Director Shani Bradshaw, Director of Economic Development AGENDA ITEM: Consideration and possible action on selecting a possible layout concept for the new Downtown Park by MHS Planning & Design. SUMMARY:  The Sanger 2040 Comprehensive Plan identifies a new park in Downtown Sanger.  August 21, City Council approved an RFQ for Conceptual Design for a new Downtown Park.  Utilization of design services will allow for a more comprehensive and customized plan for a future downtown park.  The Sanger Development Corporation (4B) has allocated funding for the conceptual design services.  January 25, MHS and Staff met with stakeholders to discuss needs for the new Downtown Park  March 18, MHS and Staff help a joint workshop with City Council, 4B Board and Parks Board to look at possible options for a new Downtown Park Layout. FISCAL INFORMATION: Budgeted: Yes Amount: GL Account: 76-6117 RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS:  City Council Communication  New Downtown Park Layout 129 Item 9. SURVEY RESULTS & SITE ANALYSIS DESIGN INSPIRATION SCHEMATIC DESIGN- 26 - SANGER DOWNTOWN PARKSCHEMATIC DESIGN SANGER , TEXAS OPEN LAWN S E R V I C E R O A D STAGE MULTI-PURPOSE GATHERING SPACES ENTRY PLAZA ENTRY PLAZA WATER FEATURE ACTIVE AREA ACTIVE AREA TRANSITIONAL SPACES R A I L R O A D BOLIVAR ST N S E C O N D S T 130 Item 9. 11 Atmos Energy Corporation 5420 LBJ Freeway, Suite 1800 Dallas, TX 75240 P 214-206-2568 F 214-206-2126 Christopher.Felan@atmosenergy.com March 26, 2024 City Official Re: Rider GCR - Rate Filing under Docket No. 10170 Enclosed is Atmos Energy Corp., Mid-Tex Division's Statement of Rider GCR applicable for the April 2024 billing periods. This Statement details the gas cost component of the residential, commercial, and industrial sales rates for customers within your city. This filing is for informative purposes only and no action is required on your city's part. Should you have any questions, please let me know. Sincerely, Chris Felan Vice President, Rates and Regulatory Affairs Atmos Energy, Mid-Tex Division Attachment Chris Felan Vice President Rates & Regulatory Affairs 131 Item 10. Part (a) - Mid-Tex Commodity Costs Line (a)(b) 1 Estimated Gas Cost per Unit:$0.23429 2 Estimated City Gate Deliveries:88,552,280 3 Estimated Gas Cost:$20,746,914 4 Lost and Unaccounted For Gas %2.5932% 5 Estimated Lost and Unaccounted for Gas $538,009 6 Total Estimated City Gate Gas Cost:$21,284,923 7 Estimated Sales Volume:121,628,510 8 Estimated Gas Cost Factor - (EGCF)0.17500 9 Reconciliation Factor - (RF): 0.00000 10 Taxes (TXS):0.00000 11 Adjustment - (ADJ):0.00000 Btu Factor Per MMBtu 12 Gas Cost Recovery Factor - (GCRF) (Taxable)0.17500 per Ccf 0.1005 $1.7413 13 Customer Rate Relief - (CRR) (Non-Taxable)0.11000 per Ccf 0.1005 $1.0945 Part (b) - Pipeline Services Costs Line (a)(b)(c)(d)(e) Rate I - Industrial Service Rate R - Residential Rate C - Commercial Rate T - Transportation 1 Fixed Costs 14 Fixed Costs Allocation Factors [Set by GUD 10170]100.0000%64.3027%30.5476%5.1497% 15 a. Current Month Fixed Costs of Pipeline Services $55,787,354 35,872,775 17,041,698 2,872,881 16 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 17 Net Fixed Costs $55,787,354 $35,872,775 $17,041,698 $2,872,881 Commodity Costs 18 a. Estimated Commodity Cost of Pipeline Services $3,397,487 2,078,296 1,029,168 290,023 19 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 20 Net Commodity Cost of Pipeline Services $3,397,487 $2,078,296 $1,029,168 $290,023 21 Total Estimated Pipeline Costs (Line 16 + Line 19)$59,184,841 $37,951,071 $18,070,866 $3,162,904 22 Estimated Billed Volumes 66,851,500 Ccf 46,447,250 Ccf 4,935,190 MMBtu 23 Pipeline Cost Factor (PCF) [Line 20 / Line 21] (Taxable)0.56770 Ccf 0.38910 Ccf $0.6409 MMBtu 24 Gas Cost Recovery Factor - (GCRF) [Line 12] (Taxable)0.17500 Ccf 0.17500 Ccf $1.7413 MMBtu 25 Customer Rate Relief - (CRR) (Non-Taxable)0.11000 Ccf 0.11000 Ccf $1.0945 MMBtu 26 Rider GCR 0.85270 Ccf 0.67410 Ccf Rate I - $3.4767 MMBtu 27 Rate T -$0.6409 MMBtu 1 Industrial Service and Transportation are reported in MMBtu. An MMBtu conversion factor of .1005 is used to convert from Ccf. ATMOS ENERGY CORPORATION MID-TEX DIVISION STATEMENT OF RIDER GCR April, 2024 PREPARED IN ACCORDANCE WITH GAS UTILITIES DOCKET NO. 10170 132 Item 10.