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02/05/2024-CC-Agenda Packet-RegularCITY COUNCIL MEETING AGENDA FEBRUARY 05, 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 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.087. DELIBERATION REGARDING ECONOMIC DEVELOPMENT NEGOTIATIONS; This chapter does not require a governmental body to conduct an open meeting: (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). - Astra Companies RECONVENE INTO WORK SESSION Reconvene into the Work Session. Any action deemed necessary as a result of Executive Session will be taken during the Regular Session. 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 1 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. 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. 1. Consideration and possible action on the minutes from the January 16, 2024, meeting. 2. Consideration and possible action on the 2024 Facility Use Agreement between the City of Sanger and the Sanger Youth Sports Association, and authorize the City Manager to execute said agreement. 3. Consideration and possible action on the 2024 Facility Use Agreement between the City of Sanger and the Sanger Softball Association, and authorize the City Manager to execute said agreement. 4. Consideration and possible action on Ordinance 02-02-24, amending the budget for the 2023-2024 fiscal year and authorizing amended expenditures as provided; providing for the repeal of all ordinances in conflict; providing a cumulative clause; providing for a severability clause; and providing a savings clause; an establishing an effective date. 5. Consideration and possible action to purchase one new Ram 3500 Tradesman for Water Department and one new RAM 2500 Tradesman 4x4 for the Street Department from Grapevine Dodge utilizing the BuyBoard Purchasing Cooperative. 6. Consideration and possible action on the Preliminary Plat of Duncan Retail, being 5.770 acres, 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. PUBLIC HEARING ITEMS 7. Conduct a public hearing on a request for a variance from Chapter 10, Section 10.105 to allow a variance from the required right-of-way of 50 feet along Mesa Drive and to allow for a right-of-way of 40 feet to match the existing road for a property on the west side of Mesa Drive and located at 2010 Duck Creek Road. 2 8. Conduct a public hearing on a request for a Specific Use Permit to allow for a Farmers Market, on the west end 8.17 acres of land described as A1241A TIERWESTER, TR 165, zoned as Business District 2 (B-2) and generally located on the east side of I-35 at the intersection of South Stemmons and Wood Street. ACTION ITEMS 9. Consideration and possible action on the Preliminary Plat of Duck Creek Ridge, being 1.010 acres, located in the City of Sanger, and generally located on the south side of Duck Creek Road at the intersection of Duck Creek Road and Mesa Drive. 10. Consideration and possible action on Ordinance No. 02-04-24 for a Specific Use Permit to allow for a Farmers Market, on the west end 8.17 acres of land described as A1241A TIERWESTER, TR 165, zoned as Business District 2 (B-2) and generally located on the east side of I-35 at the intersection of South Stemmons and Wood Street. 11. Consideration and possible action on Resolution 2024-01, authorizing the Sanger Police Department to pursue grant funding from the state in order to purchase new body worn cameras for the police department. 12. Consideration and possible on Resolution 2024-02, action authorizing the Sanger Police Department to pursue grant funding from the state in order to purchase new in-car cameras for the police department. 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. 13. Atmos Rider GCR - Rate Filing under Docket No. 10170 - 01-24-2024 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.087. DELIBERATION REGARDING ECONOMIC DEVELOPMENT NEGOTIATIONS; This chapter does not require a governmental body to conduct an open meeting: (1) to discuss or deliberate regarding commercial or financial information that the governmental 3 body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). - Astra Companies Section 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney RECONVENE INTO REGULAR SESSION Reconvene into Regular Session and take any action deemed necessary as a result of Executive Session. 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, 502 Elm Street that is readily accessible to the general public at all times and was posted on the City of Sanger website on January 31, 2024, at 3:00 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. 4 CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the January 16, 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 January 16, 2024, meeting. ATTACHMENTS: City Council minutes 5 Item 1. City Council Minutes 01-16-2024 Page 1 of 5 CITY COUNCIL MEETING MINUTES JANUARY 16, 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 Mayor Muir called the work session to order at 6:00 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, Director of Public Works Jim Bolz, and Police Chief Tyson Cheek. DISCUSSION ITEMS 1. Discussion on the Memorandum of Understanding between the Sanger Independent School District Police Department and Sanger Police Department, and authorizing the City Manager to execute all necessary documentation. Chief Cheek provided an overview of the item. Discussion ensued regarding the Chain of Command, jurisdiction, and joint training. 2. Presentation on the Sanger Police Department, its current personnel and equipment status, and future goals. Chief Cheek provided a presentation and overview of the department, including its 6 Item 1. City Council Minutes 01-16-2024 Page 2 of 5 current state, crime statistics, status of the fleet, and future technology. Discussion ensued regarding crime statistics, the number of calls and citations, the morale of the department, shift coverage, and future technology needs. EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney The City Council did not convene in Executive Session. RECONVENE INTO WORK SESSION OVERVIEW OF ITEMS ON THE REGULAR AGENDA No additional discussion. ADJOURN THE WORK SESSION There being no further business, Mayor Muir adjourned the work session at 6:54 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the work session to order at 7:05 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 7 Item 1. City Council Minutes 01-16-2024 Page 3 of 5 COUNCILMEMBERS ABSENT None STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Director of Public Works Jim Bolz, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Bilyeu gave the Invocation. The Pledge of Allegiance was led by Councilmember Dillon. CITIZENS COMMENTS No one addressed the Council. REPORTS 3. Sanger Area Chamber of Commerce 2024 report. Ms. Meghann Cross, Chamber President, provided an overview of the Chamber. She discussed the vision, supporting partnerships, new lunch & learn opportunities and engagement. Discussion ensued regarding the City's presence at Chamber events, sponsorships, and the health of the Chamber. 4. Presentation on the Sanger Police Department, its current personnel and equipment status, and future goals. The Mayor moved to the consent agenda. CONSENT AGENDA 5. Consideration and possible action on the minutes from the January 2, 2024, meeting. 6. Consideration and possible action on Ordinance 01-01-24, Calling and ordering the May 4, 2024, General Election to elect a Mayor, Councilmember Place 2, and Councilmember Place 4, for a two-year term. 7. Consideration and possible action on the Memorandum of Understanding between the Sanger Independent School District Police Department and Sanger Police Department, and authorizing the City Manager to execute all necessary documentation. 8 Item 1. City Council Minutes 01-16-2024 Page 4 of 5 Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Dillon. Voting Yea: Councilmember Barrett, Councilmember Chick and Councilmember Gann. Motion passed unanimously. ACTION ITEMS 8. Consideration and possible action on authorizing staff to issue a Request for Proposals for relocation of Water and Sewer Utilities associated with the IH-35 expansion project. Director Bolz provided an overview of the item. Discussion ensued regarding the timing of the project, reimbursable expenses, non- reimbursable betterments, bond funds, cash flow, and processing of the TxDOT project change orders. Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Gann. Voting Yea: Councilmember Barrett, Councilmember Chick and Councilmember Dillon. Motion passed unanimously. FUTURE AGENDA ITEMS None. INFORMATIONAL ITEMS 9. Atmos Rider GCR - Rate Filing Docket No. 10170, December 19, 2023 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney The City Council convened into executive session at 7:32 p.m. 9 Item 1. City Council Minutes 01-16-2024 Page 5 of 5 RECONVENE INTO REGULAR SESSION Reconvene into Regular Session and take any action deemed necessary as a result of Executive Session. The City Council reconvened into open session at 8:09 p.m. No action taken. ADJOURN There being no further business, Mayor Muir adjourned the meeting at 8:10 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 10 Item 1. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ryan Nolting, Parks & Recreation Director AGENDA ITEM: Consideration and possible action on the 2024 Facility Use Agreement between the City of Sanger and the Sanger Youth Sports Association, and authorize the City Manager to execute said agreement. SUMMARY:  Before the Spring season the Sanger Youth Sports Association enters into a Facility Use Agreement with the City of Sanger. This agreement outlines all items that the City of Sanger and Sanger Youth Sports Association are responsible for during the year. FISCAL INFORMATION: Budgeted: NO Amount: GL Account: RECOMMENDED MOTION OR ACTION:  Staff recommends approval. ATTACHMENTS:  City Council Communication  S.Y.S.A Facility Use Agreement 11 Item 2. 12 Item 2. 13 Item 2. 14 Item 2. 15 Item 2. 16 Item 2. 17 Item 2. 18 Item 2. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ryan Nolting, Parks & Recreation Director AGENDA ITEM: Consideration and possible action on the 2024 Facility Use Agreement between the City of Sanger and the Sanger Softball Association, and authorize the City Manager to execute said agreement. SUMMARY:  Before the Spring season the Sanger Softball Association enters into a Facility Use Agreement with the City of Sanger. This agreement outlines all items that the City of Sanger and the Sanger Softball Association are responsible for during the year. FISCAL INFORMATION: Budgeted: NO Amount: GL Account: RECOMMENDED MOTION OR ACTION:  Staff recommends approval. ATTACHMENTS:  City Council Communication  S.S.A Facility Use Agreement 19 Item 3. 20 Item 3. 21 Item 3. 22 Item 3. 23 Item 3. 24 Item 3. 25 Item 3. 26 Item 3. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Clayton Gray, Chief Financial Officer AGENDA ITEM: Consideration and possible action on Ordinance 02-02-24, amending the budget for the 2023-2024 fiscal year and authorizing amended expenditures as provided; providing for the repeal of all ordinances in conflict; providing a cumulative clause; providing for a severability clause; and providing a savings clause; an establishing an effective date. SUMMARY:  The 2022-23 budget included (a) $49,131 for a vehicle in the Streets Department and (b) $49,132 for a vehicle in the Water Department. Public Works had hoped to order the vehicles before the fiscal year-end but could not get any vendor to provide quotes for the two vehicles before September 30, 2023. The appropriation for these vehicles was not carried over to the 2023-24 budget.  Public Works has now obtained a quote of $47,046 for the Streets Department pickup and $73,974 for the Water Department pickup. (The increased price for the Water Department is due to the need for a larger 1-ton pickup to haul equipment.)  The City Manager wishes to send four staff members to a mid-level management training program. The total cost for four attended is $10,000.  This budget amendment increased expenditures in the Streets Department by $47,046, the Water Department by $73,974, and the Administration Department by $10,000 FISCAL INFORMATION: Budgeted: NO Amount: $47,046 GL Account: 001-30-6130 Budgeted: NO Amount: $73,974 GL Account: 008-50-6130 Budgeted: NO Amount: $10,000 GL Account: 180-10-5240 RECOMMENDED MOTION OR ACTION:  Staff recommends approval of Ordinance 01-02-24 ATTACHMENTS:  Ordinance 02-02-24 27 Item 4. Ordinance – Amending the FY 2023-2024 Budget - No. 1 Streets, Water, and Administration Page 1 of 3 CITY OF SANGER, TEXAS ORDINANCE 02-02-24 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, (BUDGET AMENDMENT 1) AMENDING ORDINANCE #08-19-23, WHICH WILL AMEND THE BUDGET FOR THE 2023-2024 FISCAL YEAR AND AUTHORIZING AMENDED EXPENDITURES AS PROVIDED; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; AND PROVIDING A SAVINGS CLAUSE; 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 City Council approved Ordinance 08-19-23 adopting the budget for the 2023-2024 Fiscal Year on August 21, 2023; and WHEREAS, this amendment was prepared and presented to the City Council, and after consideration, it is the consensus of the City Council to amend the approved budget ordinance; and WHEREAS, the City Council finds that the passage of this Resolution is in the best interest of the citizens of Sanger. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That the annual budget for the 2023-2024 Fiscal Year is hereby amended to increase expenditures in the General Fund by $47,046, expenditures in the Enterprise Fund by $73,974, and expenditures in the Internal Service Fund by $10,000 as shown in Exhibit “A”. SECTION 2. Expenditures during the 2023-2024 Fiscal Year shall be made in accordance with the amended budget approved herein, unless otherwise authorized by a duly enacted ordinance of the City, and said budget document shall be on file for public inspection in the office of the City Secretary. SECTION 3. 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 4. 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 28 Item 4. Ordinance – Amending the FY 2023-2024 Budget - No. 1 Streets, Water, and Administration Page 2 of 3 would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 5. 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 6. 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. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 5th day of February 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 29 Item 4. Ordinance – Amending the FY 2023-2024 Budget - No. 1 Streets, Water, and Administration Page 3 of 3 G/L Account Account Type Account Name Original Budget Revised Budget Adjustment 001-30-6130 Expenditure Vehicles $0 $47,046 $47,046 008-50-6130 Expenditure Vehicles $0 $73,974 $73,974 180-10-5240 Expenditure Conferences and Training $9,300 $19,300 $10,000 EXHIBIT A To provide for the purchase of a replacement vehicle Ordinance 01-02-24 To provide for the purchase of a new vehicle To provide for the expenditures associated an employee training program 30 Item 4. CITY COUNCIL COMMUNICATION DATE: February 05, 2024 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Consideration and possible action to purchase one new Ram 3500 Tradesman for Water Department and one new RAM 2500 Tradesman 4x4 for the Street Department from Grapevine Dodge utilizing the BuyBoard Purchasing Cooperative. SUMMARY:  The vacuum trailer for the Water Department necessitates a minimum towing capacity of 1-ton.  Our current 1-ton truck is a 2013 model and when it needs maintenance repairs, we are left without a backup truck to pull the vac-trailer.  This truck will also be used for daily operations because we currently have more employees than we have vehicles.  The current Street Department vehicle is 19-years old and has previously had the engine rebuilt. FISCAL INFORMATION: Budgeted: YES Amount: $121,020.00 GL Accounts: 001-30-6130 and 008-50-6130 RECOMMENDED MOTION OR ACTION: Staff recommends approval ATTACHMENTS:  Quotes from Grapevine Dodge Chrysler Jeep 31 Item 5. 32 Item 5. 33 Item 5. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ramie Hammonds, Director of Development Services AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Duncan Retail, being 5.770 acres, 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. SUMMARY:  The applicant is proposing to create 5 commercial lots from 1 unplatted tract.  This site is 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.  The property is zoned B-2 which allows retail.  There is one existing business located on the site currently.  The property will be served by City of Sanger Water, Sewer and Electric.  Planning & Zoning recommended approval with the condition all comments are satisfied prior to City Council approval. 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 Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 34 Item 6. S I - 3 5 S I-3 5 B u s i n e s s 3 535 S t e p h e n D r D a v id D r S I - 3 535 S I - 3 5 35 35 Fr e e s e D r Tr ey s Ct F r e e s e D r 174238 174235 185079 185080 174239 174237 975476 698877 78481 7849478505 78496 7848078507 78495 78506 56753 78504 975477 58077 580615806958065 56962 185086 268323 185087 525438 975244 1010198 56755 Denton CAD Web Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, HERE, Garmin, SafeGraph, Parcels 1/3/2024, 12:26:22 PM 0 0.03 0.060.01 mi 0 0.05 0.10.03 km 1:2,257 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 35 Item 6. C C C C C C C C C C C C C C C S C C C C C C C C S G G G GC G OH E XXXX CB L CB L CB L CB L C B L CB L X X X OHE OHE OH E OH E OH E O H E OH E OH E OH E OH E 1/2" IRF "ALLIANCE" BEARS S81°14'08"W ~ 0.47' 5/8" IRF "TXDOT ROW SURVEY MARKER" N: 7177992.33 E: 2371430.50 5/8" IRF "TXDOT ROW SURVEY MARKER" BEARS S44°55'05"E ~ 4.31' 1/2" IRFC "ALLIANCE" 1/2" IRFC 5/8" IRF ASPHALT PAVEMENT GUARD RAIL CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE PAVEMENT ASPHALT PAVEMENT BM#104 ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT WOOD FENCE 5TH STREET (A VARIABLE WIDTH RIGHT-OF-WAY) IN T E R S T A T E H W Y N O . 3 5 (A V A R I A B L E W I D T H R I G H T - O F - W A Y ) RIM = 675.3± FL12"PVC(E)=669.5± FL12"PVC(SW)=669.3±RIM = 675.0± FL12"PVC(N)=664.3± FL16"PVC(NE)=669.1± FL8"PVC(NE)=669.1± FL14"PVC(E)=663.6± FL8"PVC(SE)=669.5± FL14"PVC(W)=662.9± X X X X X OH E BILLBOARD SIGN "TRAIL DUST STEAKHOUSE" BILLBOARD OVERHANG LIMITS CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 0.0412 ACRES (PARCEL 59, PART1) STATE OF TEXAS INST. NO. 2021-82582 CALLED 0.1191 ACRES (PARCEL 59, PART 2) STATE OF TEXAS INST. NO. 2021-82582 LOT 1, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 W T FT T F F C S S W S GG G G G G G G GG U UU U G G G G G F T GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHE OHE OHE OHE OHE OHEOHE X X X X X X X OHE X X X X X X CB L CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT ONE-STORY METAL BUILDING T SHED METAL FENCE METAL FENCEXX 1/2" IRFC "RPLS 4857" N: 7178538.67 E: 2371809.36 1/2" IRF 5/8" IRF XF BEARS S5°45'55"W ~ 3.49' 1/2" IRFC "KAZ" 1/2" IRFC "KAZ" BEARS S82°59'16"W ~ 0.32' 1/2" IRFC "RPLS 4857" BEARS S2°10'37"W ~ 2.16' XF GATE CHAIN LINK FENCE CHAIN LINK FENCE WOOD FENCE CONCRETE PAVEMENT 680 690 6 7 8 682 684 686 688 6 8 0 67 6 6 7 8 6 7 0 67 0 67 0 6 7 2 67 2 67 2 67 4 6 7 6 6 7 8 67 8 6 7 8 6 7 8 67 8 CONCRETE PAVEMENT CO N C R E T E PA V E M E N T METAL POST RIP RAP 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND1/2" SQ. TUBE FOUND LOT 1, BLOCK A KNIGHT ADDITION CAB. V, PG. 624 LOT 2-A, BLOCK A KNIGHT ADDITION CAB. X, PG. 754 LOT 2, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 3, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 4, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 5, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 6, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 7, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 CONCRETE PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT 20' BUILDING LINE & UTILITY EASEMENT CAB. X, PG. 754 7.5' UTILITY EASEMENT CAB. C, PG. 93 7.5' UTILITY EASEMENT CAB. C, PG. 93 15' UTILITY EASEMENT CAB. V, PG. 624 G RIM = 683.4± FL10"PVC(NW)=672.7± FL10"PVC(S)=672.7± RIM = 683.5± FL12"PVC(N)=672.8± FL8"PVC(S)=672.8± FL10"MP(SE)=678.1± FL12"MP(SE)=673.4± RIM = 683.7± FL8"PVC(N)=679.7± FL8"PVC(SE)=679.6± 17' BUILDING LINE & UTILITY EASEMENT CAB. C, PG. 93 DA V I D D R I V E 5/8" IRF "TXDOT ROW SURVEY MARKER" 5/8" IRF "TXDOT ROW SURVEY MARKER" CONCRETE WALL CONCRETE WALL CONCRETE WALL CONCRETE WALL WALL OPENING DRAINAGE EASEMENT CAB. V, PG. 624 15' UTILITY EASEMENT CAB. V, PG. 624 LOT 2, BLOCK 1 1.399 ACRES 60,932 SQ. FT. N 3 ° 1 4 ' 2 6 " W 2 5 6 . 4 7 ' N1 2 ° 5 2 ' 0 1 " E 10 8 . 2 4 ' N 3 ° 1 5 ' 5 7 " W 9 0 . 0 3 ' S87°57'59"E 205.00'N83°03'51"E 65.00' N76°06'2 1 " E 142.30' S87°49'59"E 70.49' S2 ° 1 0 ' 2 8 " W 61 3 . 8 1 ' LOT 4, BLOCK 1 1.281 ACRES 55,800 SQ. FT. LOT 3, BLOCK 1 1.534 ACRES 66,819 SQ. FT. LOT 5, BLOCK 1 0.513 ACRES 22,346 SQ. FT. LOT 1, BLOCK 1 1.043 ACRES 45,454 SQ. FT. S3 ° 0 8 ' 1 9 " E 19 3 . 7 3 ' S86°51'41"W 296.72' 11 9 . 3 9 ' 13 7 . 0 8 ' N86°51'41"E 310.58' N86°51'41"E 130.93' S88°26'57"W 292.36' FL 42" RCP = 665.9± FL 42" RCP = 665.9± FL 18" RCP = 671.6± FL 18" RCP = 671.7± FL 12" = 675.4± FL 12" = 675.8± 40 0 . 6 0 ' 21 3 . 2 2 ' FL BOX 12"x24" = 679.4± FL BOX 12"x24" = 679.2± 67 . 3 7 ' 40 . 8 7 ' FL 24" RCP = 665.8± 5/8" IRF "TXDOT ROW MARKER" P.O.B. 61 . 4 8 ' L 1 L2 L3 L4 281.70' 15.02' L5 L6 C 1 C 2 PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED FIRE LANE AND ACCESS EASEMENT BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 PROPOSED F.A.U.E BY THIS PLAT PROPOSED UTILITY EASEMENT BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT 25' BUILDING SETBACK LINE 25 ' B U I L D I N G S E T B A C K L I N E 10' BUILDING SETBACK LINE 25 ' B U I L D I N G S E T B A C K L I N E 10 ' B U I L D I N G S E T B A C K L I N E 20 ' B U I L D I N G S E T B A C K L I N E 20' BUIL D I N G S E T B A C K L I N E 20 ' B U I L D I N G S E T B A C K L I N E SOUTH LINE OF THE CALLED 5.932 ACRES TRACT INST. NO. 2010-59070 SOUTH LINE OF THE CALLED 5.963 ACRES TRACT INST. NO. 2020-215605 PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED UTILITY EASEMENT BY THIS PLAT 10' BUILDING SETBACK LINE 10' BUILDING SETBACK LINE 1 0 ' B U I L D I N G S E T B A C K L I N E 10' BUILDING SETBACK LINE 10' BUILDING SETBACK LINE PROPOSED DRAINAGE EASEMENT BY THIS PLAT 10' BUILDING SETBACK LINE 10' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE 2 5 ' B U I L D I N G S E T B A C K L I N E 1/2" IRFC "KAZ" BEARS S02°10'28"W ~ 0.29' PROPOSED FIRE HYDRANT LOCATION PROPOSED FIRE HYDRANT LOCATION PROPOSED FIRE HYDRANT LOCATION PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED PRIVATE DRAINAGE EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT 1 0 ' B U I L D I N G S E T B A C K L I N E 10' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 1 0 ' B U I L D I N G S E T B A C K L I N E 257.69'34.67' S 5 ° 2 4 ' 3 9 " E 1 8 4 . 2 9 ' LINE TABLE NO. L1 L2 L3 L4 L5 L6 BEARING N28°51'58"W N86°21'59"W N00°39'41"W N44°55'05"W S00°27'16"E S03°08'19"E LENGTH 68.67' 72.88' 24.45' 80.31' 17.64' 42.00' CURVE TABLE NO. C1 C2 DELTA 27°34'51" 24°53'48" RADIUS 65.00' 212.00' LENGTH 31.29' 92.12' CHORD BEARING S14°14'42"E S15°35'13"E CHORD 30.99' 91.40' Copyright © 2023 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ F T W _ S U R V E Y \ 0 6 1 2 9 0 0 8 0 - Y E L L O W W L A N D \ D W G \ 0 6 1 2 9 0 0 8 0 - Y E L L O W L A N D _ P P . D W G P L O T T E D B Y DR U M M O N D , D A S H A W N 12 / 1 1 / 2 0 2 3 5 : 2 3 P M L A S T S A V E D 12 / 1 1 / 2 0 2 3 4 : 0 4 P M Scale Drawn by 1" = 40' Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 12/11/2023 061290080 PRELIMINARY PLAT DUNCAN RETAIL LOTS 1-5, BLOCK 1 HENRY TIERWESTER SURVEY ABSTRACT NO. 1241 5.770 ACRES CITY OF SANGER DENTON COUNTY, TEXAS N.T.S.VICINITY MAP SITE NORTH LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE MARKER SIGN ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC HANDHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING SIGN MARQUEE/BILLBOARD BORE LOCATION FLAG POLE GREASE TRAP MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER VAULT WATER VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F G G G G G G G G T T T T T T P E E E E E E T E GT S S S ST S D D D TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W F IRSC IRFC MNS MNF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND MAG NAIL SET MAG NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. IPF IRON PIPE FOUND ADF ALUMINUM DISK FOUND BDF BRASS DISK FOUND F.A.U.E FIRELANE, ACCESS, AND UTILITY EAESMENT LINE TYPE LEGEND BOUNDARY LINE ADJACENT PROPERTY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE FENCE ASPHALT PAVEMENT UGT UGE X X X X W SS GAS OHE CBL LEGAL DESCRIPTION BEING a 5.770 acre (251,351 square foot) tract of land situated in the Henry Tierwester Survey, Abstract No. 1241, City of Sanger, Denton County, Texas, and being part of a called 5.963 acre tract of land described in the General Warranty Deed to Yellow W Land CO., LLC, recorded in Instrument No. 2020-215605, Official Public Records, Denton County, Texas, said tract being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found for the north corner of a called 0.0412 acre tract of land (Parcel 59, Part 1) described in the Deed to the State of Texas recorded in Instrument No. 2021-82582, said Official Public Records, and being in the west line of the said called 5.963 acre tract, and being at the north end of a right-of-way corner clip at the intersection of the east right-of-way line of Interstate Highway No. 35, a variable width right-of-way, and the north right-of-way line of South 5th Street, a variable width right-of-way; THENCE along the said east right-of-way line, the following four (4) calls: North 03°14'26" West, along the said west line, a distance of 256.47 feet to a 5/8-inch iron rod with cap stamped “TXDOT ROW MARKER” found for the south corner of a called 0.1191 acre tract of land (Parcel 59, Part 2) described in the said Deed to the State of Texas recorded in Instrument No. 2021-82582; North 12°52'01" East, along the east line of the said called 0.1191 acre tract, a distance of 108.24 feet to a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found for corner; North 03°15'57" West, continuing along the said east line, a distance of 90.03 feet to a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found for corner; North 28°51'58" West, continuing along the said east line, a distance of 68.67 feet to a point for corner, being the northwest corner of a called 5.932 acre tract of land described in the General Warranty Deed to Kenneth Charles Minhinnett and wife, Linda A. Minhinnett, recorded in Instrument No. 2010-59070, said Official Public Records, and being at the southwest corner of Block E, Gateway Addition, Section II, an addition to the City of Sanger, Denton County, Texas, according to the plat recorded in Cabinet C, Page 93, Plat Records, Denton County, Texas, from which a 1/2-inch iron rod with cap stamped “ALLIANCE” found bears South 81°14'08” West, a distance of 0.47 feet; THENCE with the north line of the said called 5.932 acre tract, and along the south line of said Block E, the following four (4) calls: South 87°57'59" East, a distance of 205.00 feet to a 1/2-inch square tube found for corner; North 83°03'51" East, a distance of 65.00 feet to a 1/2-inch square tube found for corner; North 76°06'21" East, a distance of 142.30 feet to a 1/2-inch iron rod with cap stamped “RPLS 4857” found for corner; South 87°49'59" East, a distance of 70.49 feet to a point for corner, being the northeast corner of the said called 5.932 acre tract, and being in the west right-of-way line of David Drive, a variable width right-of-way, from which a 1/2-inch iron rod with cap stamped “KAZ” found bears South 02°10'28" West, a distance of 0.29 feet; THENCE South 02°10'28" West, departing the south line of Block E, and with the east line of the said called 5.932 acre tract, a distance of 613.81 feet to a point for the southeast corner of the said called 5.932 acre tract, being in the north right-of-way line of the aforementioned South 5th Street, from which a 1/2-inch iron rod with cap stamped “KAZ” found bears South 82°59'16" West, a distance of 0.32 feet, and from which a 1/2-inch iron rod with cap stamped “RPLS 4857” found bears South 02°10'28" West, a distance of 2.17 feet; THENCE with the southerly line of the said called 5.932 acre tract of land, and along the said north right-of-way line, the following three (3) calls: North 86°21'59" West, a distance of 72.88 feet to a 1/2-inch iron rod with cap stamped “KAZ” found for corner; North 00°39'41" West, a distance of 24.45 feet to a 5/8-inch iron rod found for corner, from which a “+” cut in concrete found bears South 5°45'55" West, a distance of 3.49 feet; South 86°51'41" West, a distance of 296.72 feet to a point for corner, being at the south end of a right-of-way corner clip at the intersection of the said north right-of-way line, and the aforementioned east right-of-way line of Interstate Highway No. 35, and being on the northeast line of the aforementioned called 0.0412 acre tract of land (Parcel 59, Part 1), from which a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found bears South 44°55'05" East, a distance of 4.31 feet; THENCE North 44°55'05" West, along the said northeast line, and along said corner clip, a distance of 80.31 feet to the POINT OF BEGINNING and containing 251,351 square feet or 5.770 acres of land, more or less. DMD JDW GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40'@ 24X36 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 SURVEYOR'S CERTIFICATION I, Joshua D. Wargo, Registered Professional Land Surveyor, do hereby certify that the plat shown hereon accurately represents the property as determined by an on the ground survey, made under my supervision on October 3, 2023 and that all corners are shown hereon. __________________________________ Joshua D. Wargo Registered Professional Land Surveyor No. 6391 LOT ACREAGE TABLE 1.043 ACRES 1.399 ACRES 1.534 ACRES 1.281 ACRES 0.513 ACRES 5.770 ACRES LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 TOTAL NOTES 1.The bearings and coordinates shown on this survey are based on the Texas Coordinate System of 1983 (2011), North Central Zone 4202 based on observations made on October 3, 2023 with an applied combined scale factor of 1.00015063. 2.According to Map No. 48121C0210G, dated April 18, 2011 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Denton County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is not located within a special flood hazard area. 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. 3.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/or withholding of utilities and building permits. NORTH 1 OF 1 BM#102 MAG NAIL WITH SHINER STAMPED "YP CONTROL POINT" SET IN CONCRETE ON THE NORTH WEST CORNER OF AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE BRIDGE FOR KEATON ROAD ON THE EAST SIDE OF I-35, 12'± NORTH OF A LIGHT POLE, AND 16'± NORTHWEST OF A STOP SIGN. ELEV: 675.82 BM#104 1/2-INCH IRON ROD SET ON THE EAST SIDE OF I-35, 22'± WEST OF THE CENTERLINE OF I-35 FRONTAGE ROAD, AND 53'± SOUTHWEST OF A BOX CULVERT DRAINAGE STRUCTURE. ELEV: 672.05 BENCH MARK LIST The bearing system for this survey is based on the Texas Coordinate System of 1983, North Central Zone 4202 based on observations made on October 3, 2023 with an applied combined scale factor of 1.00015063. SURVEYOR Joshua D. Wargo, RPLS Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 1300 Fort Worth, Texas 76102 Ph. 817-770-6511 OWNER/DEVELOPER Yellow W Land Co., LLC 1425 Turtle Creek Dr. Lufkin, Texas 75904 APPROVED FOR PREPARATION OF FINAL PLAT _____________________________ __________________ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION "PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY" ENGINEER Chris Taube, P.E. Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 1300 Fort Worth, Texas 76102 Ph. 817-335-6511 36 Item 6. 37 Item 6. kimley-horn.com 801 Cherry St, Suite 1300, Fort Worth, Texas 76102 817-335-6511 Sanger “Duncan Retail” – Letter of Intent The owner intends to subdivide the subject property and develop additional site infrastructure including paving, storm drainage, and utilities, to serve the new development and subdivided lots. The anticipated future uses include restaurant, retail, and/or general commercial. The +/- 5.8 acre property is located at the NE corner of I-35 and 5th Street. The designated point of contact for future correspondence will be myself, Chris Taube. The owner (subdivider) contact information is listed below: Rufus Duncan Yellow W Land Co., LLC 1425 Turtle Creek Dr Lufkin, TX 75904 936-676-0207 rufus@duncantwo.com We kindly request the plat be reviewed and considered by the appropriate approval body. Please feel free to reach out with any questions city staff may have during the review. Thank you, Chris Taube, PE Kimley-Horn & Associates 801 Cherry St, Suite 1300 Fort Worth, TX 76102 817-339-2246 Chris.Taube@kimley-horn.com 38 Item 6. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 12/29/2023 1st REVIEW COMMENTS – Preliminary Plat (Duncan Retail Addition) The request is for a Preliminary Plat of Duncan Retail Addition containing 5 lots, being approximately 5.770 acres in the HENRY TIERWESTER SURVEY, ABSTRACT NO 1241, prepared by Kimley Horn, submitted on 12/13/2023. 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. In title block show total number of lots. 2. Show building lines. Plat currently shows front yard setback at 25’, the required setback is 20’. In places the rear building line is shown as 10’ the required rear setback is 20’. 3. Show curve table for all drives within development. 4. Correct block names to be letters not numbers. 5. Provide a table listing all lots with square footage and associated lot widths at the front building line. 6. In table show required and provided total landscaped area and front yard landscaped area. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, January 8, 2024, and the City Council meeting on Monday, February 5, 2024. 39 Item 6. January 9, 2024 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: Duncan Retail Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Duncan Retail. The submittal was prepared by Kimley-Horn and Associates, Inc. and was dated December 11, 2023. We have completed our review and offer the following comments: 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. Preliminary Plat Comments 1. Provide dimensions for easement widths to verify the meet requirements outlined in ordinance 10.105(5) 2. Per Denton county Fire Code, access route requires an interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet. Provide fire lane radii for clarity. 3. Show existing street ROW per ordinance 10.104(C)(10). 4. Provide Table with site information per ordinance 10.104(c)(12). 5. Per the zoning ordinance, section 23.2 - Where the future development abuts a residential district, a solid screening wall, having a minimum height of 6 feet above the average grade of the residential property, shall be constructed. Preliminary Drainage Plan Comments 1. Not enough information is provided to verify adequate drainage. Provide proposed drainage area maps/calculations, inlet calculations and hydraulic calculations, plan and profiles, etc. 2. It is unclear where improvement limits are located for existing pavement. Provide paving plan for review per 10.104(c)(14). 3. Detention facilities in parking areas greater than 6" shall have warning signs 10.106(d)(10). 4. Provide more information showing that detention pond meets the requirements in ordinance 10.106(d)(10). 5. Provide existing culvert flow line per 10.104(c)(10) and proposed culvert flow line to demonstrate positive flow. 6. Provide pipe and inlet sizes per ordinance 10.104(c)(14). 40 Item 6. Ms. Ramie Hammonds January 9, 2024 Page 2 of 2 7. Provide pond maintenance agreement. 8. Provide landscaping plan meeting requirements outlined in the Zoning ordinance - Section 48.51. Preliminary Existing Drainage Area Map Comments 1. Provide existing and proposed drainage area calculations per 10.106(d)(2). Preliminary Grading Plan Comments 1. Provide proposed grading and future FF elevations 10.104(c)(10). 2. Per the zoning ordinance, section 23.2 - Where the future development abuts a residential district, a solid screening wall, having a minimum height of 6 feet above the average grade of the residential property, shall be constructed. 3. Provide pavement typical sections 10.104(c)(15). 4. Concrete sidewalks shall be constructed on both sides of streets and thoroughfares per ordinance 10.106(c). 5. Clarify proposed pavement limits. Provide a pavement plan, 6. Positive pond drainage cannot be verified and must meet requirements outlined in ordinance 10.106(d)(10). 7. Please note, per building code, supporting geotechnical and structural analysis may be needed if the wall, plus the height of the footing, of the proposed detention pond retaining wall is equal to or greater than 4-ft. Preliminary Utility Plan 1. Provide sewer profile 10.104(f)(6). 2. The minimum diameter of sewer mains shall be eight inches (8"). Six -inch (6") diameter sewer mains may be acceptable only for short distances (not to exceed 400 feet) per ordinance 10.106(f)(1)(A) 3. Not that The Fire Department Connection (FDC) is required to be within 50 feet as the hose lays, of a fire hydrant per ordinance 5.704. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, HALFF TBPELS Firm No. 312 Jamie Akomer, PE, PMP Parker C. Moore, P.E., CFM Attachments: Plat markups 41 Item 6. C C C C C C C C C C C C C C C S C C C C C C C C S G G G GC G OH E XXXX CB L CB L CB L CB L C B L CB L X X X OHE OHE OH E OH E OH E O H E OH E OH E OH E OH E 1/2" IRF "ALLIANCE" BEARS S81°14'08"W ~ 0.47' 5/8" IRF "TXDOT ROW SURVEY MARKER" N: 7177992.33 E: 2371430.50 5/8" IRF "TXDOT ROW SURVEY MARKER" BEARS S44°55'05"E ~ 4.31' 1/2" IRFC "ALLIANCE" 1/2" IRFC 5/8" IRF ASPHALT PAVEMENT GUARD RAIL CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE PAVEMENT ASPHALT PAVEMENT BM#104 ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT WOOD FENCE 5TH STREET (A VARIABLE WIDTH RIGHT-OF-WAY) IN T E R S T A T E H W Y N O . 3 5 (A V A R I A B L E W I D T H R I G H T - O F - W A Y ) RIM = 675.3± FL12"PVC(E)=669.5± FL12"PVC(SW)=669.3±RIM = 675.0± FL12"PVC(N)=664.3± FL16"PVC(NE)=669.1± FL8"PVC(NE)=669.1± FL14"PVC(E)=663.6± FL8"PVC(SE)=669.5± FL14"PVC(W)=662.9± X X X X X OH E BILLBOARD SIGN "TRAIL DUST STEAKHOUSE" BILLBOARD OVERHANG LIMITS CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 0.0412 ACRES (PARCEL 59, PART1) STATE OF TEXAS INST. NO. 2021-82582 CALLED 0.1191 ACRES (PARCEL 59, PART 2) STATE OF TEXAS INST. NO. 2021-82582 LOT 1, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 W T FT T F F C S S W S GG G G G G G G GG U UU U G G G G G F T GAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHEOHE OHE OHE OHE OHE OHEOHE X X X X X X X OHE X X X X X X CB L CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT ONE-STORY METAL BUILDING T SHED METAL FENCE METAL FENCEXX 1/2" IRFC "RPLS 4857" N: 7178538.67 E: 2371809.36 1/2" IRF 5/8" IRF XF BEARS S5°45'55"W ~ 3.49' 1/2" IRFC "KAZ" 1/2" IRFC "KAZ" BEARS S82°59'16"W ~ 0.32' 1/2" IRFC "RPLS 4857" BEARS S2°10'37"W ~ 2.16' XF GATE CHAIN LINK FENCE CHAIN LINK FENCE WOOD FENCE CONCRETE PAVEMENT 680 690 6 7 8 682 684 686 688 6 8 0 67 6 6 7 8 6 7 0 67 0 67 0 6 7 2 67 2 67 2 67 4 6 7 6 6 7 8 67 8 6 7 8 6 7 8 67 8 CONCRETE PAVEMENT CO N C R E T E PA V E M E N T METAL POST RIP RAP 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND1/2" SQ. TUBE FOUND LOT 1, BLOCK A KNIGHT ADDITION CAB. V, PG. 624 LOT 2-A, BLOCK A KNIGHT ADDITION CAB. X, PG. 754 LOT 2, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 3, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 4, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 5, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 6, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 7, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 CONCRETE PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT 20' BUILDING LINE & UTILITY EASEMENT CAB. X, PG. 754 7.5' UTILITY EASEMENT CAB. C, PG. 93 7.5' UTILITY EASEMENT CAB. C, PG. 93 15' UTILITY EASEMENT CAB. V, PG. 624 G RIM = 683.4± FL10"PVC(NW)=672.7± FL10"PVC(S)=672.7± RIM = 683.5± FL12"PVC(N)=672.8± FL8"PVC(S)=672.8± FL10"MP(SE)=678.1± FL12"MP(SE)=673.4± RIM = 683.7± FL8"PVC(N)=679.7± FL8"PVC(SE)=679.6± 17' BUILDING LINE & UTILITY EASEMENT CAB. C, PG. 93 DA V I D D R I V E 5/8" IRF "TXDOT ROW SURVEY MARKER" 5/8" IRF "TXDOT ROW SURVEY MARKER" CONCRETE WALL CONCRETE WALL CONCRETE WALL CONCRETE WALL WALL OPENING DRAINAGE EASEMENT CAB. V, PG. 624 15' UTILITY EASEMENT CAB. V, PG. 624 LOT 2, BLOCK 1 1.399 ACRES 60,932 SQ. FT. N 3 ° 1 4 ' 2 6 " W 2 5 6 . 4 7 ' N1 2 ° 5 2 ' 0 1 " E 10 8 . 2 4 ' N 3 ° 1 5 ' 5 7 " W 9 0 . 0 3 ' S87°57'59"E 205.00'N83°03'51"E 65.00' N76°06'2 1 " E 142.30' S87°49'59"E 70.49' S2 ° 1 0 ' 2 8 " W 61 3 . 8 1 ' LOT 4, BLOCK 1 1.281 ACRES 55,800 SQ. FT. LOT 3, BLOCK 1 1.534 ACRES 66,819 SQ. FT. LOT 5, BLOCK 1 0.513 ACRES 22,346 SQ. FT. LOT 1, BLOCK 1 1.043 ACRES 45,454 SQ. FT. S3 ° 0 8 ' 1 9 " E 19 3 . 7 3 ' S86°51'41"W 296.72' 11 9 . 3 9 ' 13 7 . 0 8 ' N86°51'41"E 310.58' N86°51'41"E 130.93' S88°26'57"W 292.36' FL 42" RCP = 665.9± FL 42" RCP = 665.9± FL 18" RCP = 671.6± FL 18" RCP = 671.7± FL 12" = 675.4± FL 12" = 675.8± 40 0 . 6 0 ' 21 3 . 2 2 ' FL BOX 12"x24" = 679.4± FL BOX 12"x24" = 679.2± 67 . 3 7 ' 40 . 8 7 ' FL 24" RCP = 665.8± 5/8" IRF "TXDOT ROW MARKER" P.O.B. 61 . 4 8 ' L 1 L2 L3 L4 281.70' 15.02' L5 L6 C 1 C 2 PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED FIRE LANE AND ACCESS EASEMENT BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 5.963 ACRES YELLOW W LAND CO., LLC INST. NO. 2020-215605 PROPOSED F.A.U.E BY THIS PLAT PROPOSED UTILITY EASEMENT BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT PROPOSED F.A.U.E BY THIS PLAT 25' BUILDING SETBACK LINE 25 ' B U I L D I N G S E T B A C K L I N E 10' BUILDING SETBACK LINE 25 ' B U I L D I N G S E T B A C K L I N E 10 ' B U I L D I N G S E T B A C K L I N E 20 ' B U I L D I N G S E T B A C K L I N E 20' BUIL D I N G S E T B A C K L I N E 20 ' B U I L D I N G S E T B A C K L I N E SOUTH LINE OF THE CALLED 5.932 ACRES TRACT INST. NO. 2010-59070 SOUTH LINE OF THE CALLED 5.963 ACRES TRACT INST. NO. 2020-215605 PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED DRAINAGE EASEMENT BY THIS PLAT PROPOSED UTILITY EASEMENT BY THIS PLAT 10' BUILDING SETBACK LINE 10' BUILDING SETBACK LINE 1 0 ' B U I L D I N G S E T B A C K L I N E 10' BUILDING SETBACK LINE 10' BUILDING SETBACK LINE PROPOSED DRAINAGE EASEMENT BY THIS PLAT 10' BUILDING SETBACK LINE 10' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE 2 5 ' B U I L D I N G S E T B A C K L I N E 1/2" IRFC "KAZ" BEARS S02°10'28"W ~ 0.29' PROPOSED FIRE HYDRANT LOCATION PROPOSED FIRE HYDRANT LOCATION PROPOSED FIRE HYDRANT LOCATION PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED PRIVATE DRAINAGE EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT PROPOSED WATER EASEMENT BY THIS PLAT 1 0 ' B U I L D I N G S E T B A C K L I N E 10' BUILDING SETBACK LINE 20' BUILDING SETBACK LINE 1 0 ' B U I L D I N G S E T B A C K L I N E 257.69'34.67' S 5 ° 2 4 ' 3 9 " E 1 8 4 . 2 9 ' LINE TABLE NO. L1 L2 L3 L4 L5 L6 BEARING N28°51'58"W N86°21'59"W N00°39'41"W N44°55'05"W S00°27'16"E S03°08'19"E LENGTH 68.67' 72.88' 24.45' 80.31' 17.64' 42.00' CURVE TABLE NO. C1 C2 DELTA 27°34'51" 24°53'48" RADIUS 65.00' 212.00' LENGTH 31.29' 92.12' CHORD BEARING S14°14'42"E S15°35'13"E CHORD 30.99' 91.40' Copyright © 2023 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ F T W _ S U R V E Y \ 0 6 1 2 9 0 0 8 0 - Y E L L O W W L A N D \ D W G \ 0 6 1 2 9 0 0 8 0 - Y E L L O W L A N D _ P P . D W G P L O T T E D B Y DR U M M O N D , D A S H A W N 12 / 1 1 / 2 0 2 3 5 : 2 3 P M L A S T S A V E D 12 / 1 1 / 2 0 2 3 4 : 0 4 P M Scale Drawn by 1" = 40' Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 12/11/2023 061290080 PRELIMINARY PLAT DUNCAN RETAIL LOTS 1-5, BLOCK 1 HENRY TIERWESTER SURVEY ABSTRACT NO. 1241 5.770 ACRES CITY OF SANGER DENTON COUNTY, TEXAS N.T.S.VICINITY MAP SITE NORTH LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE MARKER SIGN ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC HANDHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING SIGN MARQUEE/BILLBOARD BORE LOCATION FLAG POLE GREASE TRAP MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER VAULT WATER VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F G G G G G G G G T T T T T T P E E E E E E T E GT S S S ST S D D D TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W F IRSC IRFC MNS MNF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND MAG NAIL SET MAG NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. IPF IRON PIPE FOUND ADF ALUMINUM DISK FOUND BDF BRASS DISK FOUND F.A.U.E FIRELANE, ACCESS, AND UTILITY EAESMENT LINE TYPE LEGEND BOUNDARY LINE ADJACENT PROPERTY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE FENCE ASPHALT PAVEMENT UGT UGE X X X X W SS GAS OHE CBL LEGAL DESCRIPTION BEING a 5.770 acre (251,351 square foot) tract of land situated in the Henry Tierwester Survey, Abstract No. 1241, City of Sanger, Denton County, Texas, and being part of a called 5.963 acre tract of land described in the General Warranty Deed to Yellow W Land CO., LLC, recorded in Instrument No. 2020-215605, Official Public Records, Denton County, Texas, said tract being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found for the north corner of a called 0.0412 acre tract of land (Parcel 59, Part 1) described in the Deed to the State of Texas recorded in Instrument No. 2021-82582, said Official Public Records, and being in the west line of the said called 5.963 acre tract, and being at the north end of a right-of-way corner clip at the intersection of the east right-of-way line of Interstate Highway No. 35, a variable width right-of-way, and the north right-of-way line of South 5th Street, a variable width right-of-way; THENCE along the said east right-of-way line, the following four (4) calls: North 03°14'26" West, along the said west line, a distance of 256.47 feet to a 5/8-inch iron rod with cap stamped “TXDOT ROW MARKER” found for the south corner of a called 0.1191 acre tract of land (Parcel 59, Part 2) described in the said Deed to the State of Texas recorded in Instrument No. 2021-82582; North 12°52'01" East, along the east line of the said called 0.1191 acre tract, a distance of 108.24 feet to a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found for corner; North 03°15'57" West, continuing along the said east line, a distance of 90.03 feet to a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found for corner; North 28°51'58" West, continuing along the said east line, a distance of 68.67 feet to a point for corner, being the northwest corner of a called 5.932 acre tract of land described in the General Warranty Deed to Kenneth Charles Minhinnett and wife, Linda A. Minhinnett, recorded in Instrument No. 2010-59070, said Official Public Records, and being at the southwest corner of Block E, Gateway Addition, Section II, an addition to the City of Sanger, Denton County, Texas, according to the plat recorded in Cabinet C, Page 93, Plat Records, Denton County, Texas, from which a 1/2-inch iron rod with cap stamped “ALLIANCE” found bears South 81°14'08” West, a distance of 0.47 feet; THENCE with the north line of the said called 5.932 acre tract, and along the south line of said Block E, the following four (4) calls: South 87°57'59" East, a distance of 205.00 feet to a 1/2-inch square tube found for corner; North 83°03'51" East, a distance of 65.00 feet to a 1/2-inch square tube found for corner; North 76°06'21" East, a distance of 142.30 feet to a 1/2-inch iron rod with cap stamped “RPLS 4857” found for corner; South 87°49'59" East, a distance of 70.49 feet to a point for corner, being the northeast corner of the said called 5.932 acre tract, and being in the west right-of-way line of David Drive, a variable width right-of-way, from which a 1/2-inch iron rod with cap stamped “KAZ” found bears South 02°10'28" West, a distance of 0.29 feet; THENCE South 02°10'28" West, departing the south line of Block E, and with the east line of the said called 5.932 acre tract, a distance of 613.81 feet to a point for the southeast corner of the said called 5.932 acre tract, being in the north right-of-way line of the aforementioned South 5th Street, from which a 1/2-inch iron rod with cap stamped “KAZ” found bears South 82°59'16" West, a distance of 0.32 feet, and from which a 1/2-inch iron rod with cap stamped “RPLS 4857” found bears South 02°10'28" West, a distance of 2.17 feet; THENCE with the southerly line of the said called 5.932 acre tract of land, and along the said north right-of-way line, the following three (3) calls: North 86°21'59" West, a distance of 72.88 feet to a 1/2-inch iron rod with cap stamped “KAZ” found for corner; North 00°39'41" West, a distance of 24.45 feet to a 5/8-inch iron rod found for corner, from which a “+” cut in concrete found bears South 5°45'55" West, a distance of 3.49 feet; South 86°51'41" West, a distance of 296.72 feet to a point for corner, being at the south end of a right-of-way corner clip at the intersection of the said north right-of-way line, and the aforementioned east right-of-way line of Interstate Highway No. 35, and being on the northeast line of the aforementioned called 0.0412 acre tract of land (Parcel 59, Part 1), from which a 5/8-inch iron rod with cap stamped “TXDOT ROW SURVEY MARKER” found bears South 44°55'05" East, a distance of 4.31 feet; THENCE North 44°55'05" West, along the said northeast line, and along said corner clip, a distance of 80.31 feet to the POINT OF BEGINNING and containing 251,351 square feet or 5.770 acres of land, more or less. DMD JDW GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40'@ 24X36 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 SURVEYOR'S CERTIFICATION I, Joshua D. Wargo, Registered Professional Land Surveyor, do hereby certify that the plat shown hereon accurately represents the property as determined by an on the ground survey, made under my supervision on October 3, 2023 and that all corners are shown hereon. __________________________________ Joshua D. Wargo Registered Professional Land Surveyor No. 6391 LOT ACREAGE TABLE 1.043 ACRES 1.399 ACRES 1.534 ACRES 1.281 ACRES 0.513 ACRES 5.770 ACRES LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 TOTAL NOTES 1.The bearings and coordinates shown on this survey are based on the Texas Coordinate System of 1983 (2011), North Central Zone 4202 based on observations made on October 3, 2023 with an applied combined scale factor of 1.00015063. 2.According to Map No. 48121C0210G, dated April 18, 2011 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Denton County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, this property is not located within a special flood hazard area. 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. 3.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/or withholding of utilities and building permits. NORTH 1 OF 1 BM#102 MAG NAIL WITH SHINER STAMPED "YP CONTROL POINT" SET IN CONCRETE ON THE NORTH WEST CORNER OF AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE BRIDGE FOR KEATON ROAD ON THE EAST SIDE OF I-35, 12'± NORTH OF A LIGHT POLE, AND 16'± NORTHWEST OF A STOP SIGN. ELEV: 675.82 BM#104 1/2-INCH IRON ROD SET ON THE EAST SIDE OF I-35, 22'± WEST OF THE CENTERLINE OF I-35 FRONTAGE ROAD, AND 53'± SOUTHWEST OF A BOX CULVERT DRAINAGE STRUCTURE. ELEV: 672.05 BENCH MARK LIST The bearing system for this survey is based on the Texas Coordinate System of 1983, North Central Zone 4202 based on observations made on October 3, 2023 with an applied combined scale factor of 1.00015063. SURVEYOR Joshua D. Wargo, RPLS Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 1300 Fort Worth, Texas 76102 Ph. 817-770-6511 OWNER/DEVELOPER Yellow W Land Co., LLC 1425 Turtle Creek Dr. Lufkin, Texas 75904 APPROVED FOR PREPARATION OF FINAL PLAT _____________________________ __________________ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION "PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY" ENGINEER Chris Taube, P.E. Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 1300 Fort Worth, Texas 76102 Ph. 817-335-6511 Provide width to verify it meets ordinance 10.105(5) Per Denton county Fire Code, access route requires an interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet Provide width to verify it meets ordinance 10.105(5) Show Street ROW per odinance10.104(c)(10) Show Street ROW per odinance10.104(c)(10) Provide Table with site information per ordinance 10.104(c)(12) 42 Item 6. CALLED 5.963 ACRES DARREL YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 LOT 1, BLOCK A KNIGHT ADDITION CAB. V, PG. 624 LOT 2-A, BLOCK A KNIGHT ADDITION CAB. X, PG. 754 GATEWAY ADDITION, LOT 4, BLOCK E GATEWAY ADDITION, CAB. C, PG. 93 20' BUILDING LINE & UTILITY EASEMENT CAB. X, PG. 754 7.5' UTILITY EASEMENT CAB. C, PG. 93 7.5' UTILITY EASEMENT CAB. C, PG. 93 15' UTILITY EASEMENT CAB. V, PG. 624 15' UTILITY EASEMENT CAB. V, PG. 624 DRAINAGE EASEMENT CAB. V, PG. 624 BM#104 SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SSS S W W W W WWW SS SS W W W S W SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SSS S W W W W WWW SS SS W W W S W FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FLFLFLFL FL F L FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FLFLFLFL FL F L FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL // / // /// /// / / / // / / / / /// / / / // / // / // / // / // / // / // / // / / / / / / / // / / / / / / / / / / / / / / / / // / // / / / / // / // / // / / / / X X X X X ////////////////////////////////////////// /// /// / / / //////////// /// /// /// / / / / / / X X X ////// ///////// ///////// ///////////////////////////////// ////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /////////////// ///////////////////// XXXXXXX X X X X X X X X X X ////// // / / / / / / / / / / / / / / / / // / // / // / / / / OHE OHE OHE CBLCBL CBL CBLCBLCBLCBLCBL GAS CBL CBL CBL OH E OH E OH E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K OHE GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GASOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E O H E O H E O H E O H E O H E O H E OH E OH E OH E OH E CBL // / // / // / // / CCC C CCCCCCC CC CCCC C CCCCCC G G G G G G G G G G G G G G G G G G G G S S SS S W W T T T T F F F F UU U U C T 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 8'' SS 12'' SS 12'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W SS 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 5T H S T R E E T I-35 FRONTAGE ROAD PROP GRATE INLET PROP GRATE INLET PROP GRATE INLET PROP TEMPORARY 4X4 WYE INLET PROP 5X5 WYE INLET TO CAPTURE OFFSITE FLOW PROP 2 - 4x4 GRATE INLETS TO CAPTURE OFFSITE FLOW PROPOSED JUNCTION BOX PROP JUNCTION BOX PROP JUNCTION BOX PROPOSED JUNCTION BOX PROP HEADWALL EX 2 - 42" RCP EX HEADWALL PROP 18" STORM PROP 30" STORM PROP 24" STORM PROP 24" STORM PROP 18" STORM PROP 18" STORM PROP 18" STORM PROP 18" STORM PROP 24" STORM EX18" RCP PROP 5'X3' BOX CULVERT PROP 5'X3' BOX CULVERT PROP 5'X3' BOX CULVERT PROP 36" STORM PROP 36" STORM PROP DETENTION POND EXISTING RESTAURANT FUTURE RETAIL FUTURE RETAIL FUTURE RESTAURANT FUTURE RESTAURANT PROP 4X4 WYE INLET TO CAPTURE OFFSITE FLOW CUSTOM OUTFALL PLATE AND HEADWALL PROP 10' CITY DRAINAGE EASEMENT PROP 15' CITY DRAINAGE EASEMENT PROP DETENTION POND EASEMENT PROP 15' CITY DRAINAGE EASEMENT STUB FOR FUTURE DEVELOPMENT STUB FOR FUTURE DEVELOPMENT PROP CURB INLET DAVID DRIVE EXISTING DRAINAGE CHANNEL EXISTING DRAINAGE SIDEWALK FLUME EXISTING DRAINAGE CURB FLUME PROP DRAINAGE SWALE TO CAPTURE OFFSITE FLOW PROP TEMPORARY DRAINAGE SWALE PROP CITY UTILITY EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CA T CA T JD A LA S T S A V E D 12 / 1 2 / 2 0 2 3 1 0 : 0 5 A M PL O T T E D B Y TA U B E , C H R I S 12 / 1 2 / 2 0 2 3 1 0 : 0 5 A M DW G P A T H K: \ F T W _ C I V I L \ 0 6 1 2 9 0 0 8 0 - S A N G E R \ C A D \ P L A N S H E E T S DW G N A M E PR E L I M S T O R M P L A N . D W G , [ 24 x 3 6 ] IM A G E S S a n g e r C i t y L o g o : XR E F S x S t r m : x S u r v : x U t i l : x B r d r : x S i t e : x S i t e - E x : x B n d y 06 1 2 9 0 0 8 0 RE T A I L IN F R A S T R U C T U R E SA N G E R , T E X A S Know what'sbelow. before you dig.Call DE C 2 0 2 3 Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date148665 CHRISTOPHER TAUBE, P.E. BM#102 MAG NAIL WITH SHINER STAMPED "YP CONTROL POINT" SET IN CONCRETE ON THE NORTH WEST CORNER OF AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE BRIDGE FOR KEATON ROAD ON THE EAST SIDE OF I-35, 12'± NORTH OF A LIGHT POLE, AND 16'± NORTHWEST OF A STOP SIGN. ELEV: 675.82 BM#104 1/2-INCH IRON ROD SET ON THE EAST SIDE OF I-35, 22'± WEST OF THE CENTERLINE OF I-35 FRONTAGE ROAD, AND 53'± SOUTHWEST OF A BOX CULVERT DRAINAGE STRUCTURE. ELEV: 672.05 BENCH MARK LIST The bearing system for this survey is based on the Texas Coordinate System of 1983, North Central Zone 4202 based on observations made on October 3, 2022 with an applied combined scale factor of 1.00015063. 80 1 C H E R R Y S T . S U I T E 1 3 0 0 , U N I T 1 1 , FO R T W O R T H , T E X A S 7 6 1 0 2 PH O N E : 8 1 7 - 3 3 5 - 6 5 1 1 F A X : 8 1 7 - 3 3 5 - 5 0 7 0 TE X A S R E G I S T E R E D EN G I N E E R I N G F I R M F - 9 2 8 PDP-1 PR E L I M I N A R Y DR A I N A G E P L A N EXISTING STORM LINE PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED JUNCTION BOX OR WYE INLET PROPOSED STORM LINE LEGEND *REFERENCE STRUCTURE LABELS FOR DETAILS 00 30'60' GRAPHIC SCALE 30' NO R T H It is unclear where improvement limits are located for existing pavement. Provide paving plan for review per 10.104(c)(14) Provide existing flow line per 10.104(c)(10) and proposed flow line to demonstrate positive flow Not enough information is provided to verify adequate drainage. Provide proposed drainage area maps/calculation, inlet calculations and hydraulic calculations, plan and profiles, etc Provide more information showing that detention pond meets the requirements in ordinance 10.106(d)(10) provide pond maintenance agreement Detention facilities in parking areas greater than 6" shall have warning signs 10.106(d)(10) provide pipe and inlet sizes per ordinance 10.104(c)(14) provide landscaping plan meeting requirements outlined in the Zoning ordinance - Section 48.51 43 Item 6. /// /// // / / / / // / // / // / // / // / / / / // / / / / // / /// /// /// /// ///// / // / / / / // / // / / / / / / / / / / // / / / / / / / X X X X ////////////////////////////// /// /// / / / ///////// ////// ///////// // / /// /// X // / // / // / // / X X ////// /// /// /////////////////////////////////////// ///////////////////////////////// /// /// /// /// /// /// /// /// ////////////////// 5T H S T R E E T I-35 FRONTAGE ROAD XXXXX X X X X X X X /// /// /// /// / / / /// ////// / / / // / / / / // / / / / / // / / / / / / / / / // / // / / / / /// / // /// /// /// /// /// /// /// // / /// X X X X X X X X DAVID DRIVE OHE OHE CBL CBL CBLCBLCBLCBL OH E OH E OHEOHEOHEOHEOHEOHEOHEOHE CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K OHE G A S GAS GAS GAS GAS GAS GAS GAS GAS GAS GASOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOH E OH E O H E O H E O H E O H E O H E OH E OH E CBL / / / // /// / // / /// /// /// /// CCC C CCCCCCC CC CCCC C CCCCCC G G GG G G G G G G G G G G G G G G G G G S S SS S W W T T T T F F F F UU U U C T 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 8'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W SS 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 1/2" IRF "ALLIANCE" 5/8" IRF "TXDOT ROW MARKER"5/8" IRF "TXDOT ROW SURVEY MARKER" 5/8" IRF "TXDOT ROW SURVEY MARKER" 1/2" IRFC "ALLIANCE" 1/2" IRFC 5/8" IRF CALLED 5.963 ACRES DARREL YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 LOT 1, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 1/2" IRFC "RPLS 4857" 1/2" IRFC "KAZ" 1/2" IRF 5/8" IRF XF 1/2" IRFC "KAZ" 1/2" IRFC "KAZ" 1/2" IRFC "RPLS 4857" XF 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND 1/2" SQ. TUBE FOUND LOT 1, BLOCK A KNIGHT ADDITION CAB. V, PG. 624 LOT 2-A, BLOCK A KNIGHT ADDITION CAB. X, PG. 754 LOT 2, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 3, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 4, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 5, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 6, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 LOT 7, BLOCK E GATEWAY ADDITION, SECTION II CAB. C, PG. 93 20' BUILDING LINE & UTILITY EASEMENT CAB. X, PG. 754 7.5' UTILITY EASEMENT CAB. C, PG. 93 7.5' UTILITY EASEMENT CAB. C, PG. 93 15' UTILITY EASEMENT CAB. V, PG. 624 17' BUILDING LINE & UTILITY EASEMENT CAB. C, PG. 93 5/8" IRF "TXDOT ROW SURVEY MARKER" 5/8" IRF "TXDOT ROW SURVEY MARKER" 15' UTILITY EASEMENT CAB. V, PG. 624 1/2" SQ. TUBE FOUND DRAINAGE EASEMENT CAB. V, PG. 624 BM#104 BM#102 1.9 cfs OS-T-2 0.65 ac 0.8 cfs OS-T-5c 0.12 ac 17.1 cfs EX-A 4.45 ac 38.2 cfs OS-C-1c 7.23 ac 6.9 cfs OS-C-1b 1.02 ac 5.3 cfs EX-B 1.38 ac 5.4 cfs OS-2 1.03 ac 10.7 cfs OS-T-1 2.44 ac 8.2 cfs OS-T-4a 1.00 ac 56.3 cfs OS-T-4b 15.74 ac 1.8 cfs OS-T-3 0.22 ac 0.9 cfs OS-T-5b 0.14 ac 0.7 cfs OS-T-5a 0.18 ac 18.3 cfs OS-T-5d 2.72 ac 6.7 cfs OS-1 1.16 ac 5.5 cfs OS-C-1a 1.20 ac 675 680 67 6 677 678 679 681 682 680 67 6 677 678 679 681 682 683 684 685 683 684 686 687 68 8 68 5 68 4 685 682 6 8 3 684 682 683 683 680681 6 8 2 68 0 68 1 68 2 68 5 681 6 8 2 6 8 3 6 8 4 686 68 2 683 6 8 2 68 3 6 7 8 6 7 8 6 7 9 6 8 0 6 7 8 6 7 9 6 8 1 68 2 67 8 67 9 68 5 69 0 6 9 5 68 1 68 2 68 3 68 4 68 6 68 7 68 8 68 9 69 1 69 2 69 3 69 4 670 667668 669 671 672 673 67 5 6 7 4 67 6 676 677 678 675 674 685 690 6 9 5 695 6 8 3 684 686 687 688 689 691 692 693 694 68 1 68 2 6 8 1 68 2 6 8 2 68 3 681 682 680 679 681 682 680 679 681 68 2 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CA T CA T JD A LA S T S A V E D 12 / 7 / 2 0 2 3 1 0 : 2 5 A M PL O T T E D B Y TA U B E , C H R I S 12 / 7 / 2 0 2 3 1 0 : 2 8 A M DW G P A T H K: \ F T W _ C I V I L \ 0 6 1 2 9 0 0 8 0 - S A N G E R \ C A D \ P L A N S H E E T S DW G N A M E PR E L I M E X D A M . D W G , [ 24 x 3 6 ] IM A G E S S a n g e r C i t y L o g o : XR E F S x B r d r : x E x D A M : x B n d y : x S i t e - E x 06 1 2 9 0 0 8 0 RE T A I L IN F R A S T R U C T U R E SA N G E R , T E X A S Know what'sbelow. before you dig.Call DE C 2 0 2 3 Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date148665 CHRISTOPHER TAUBE, P.E. BM#102 MAG NAIL WITH SHINER STAMPED "YP CONTROL POINT" SET IN CONCRETE ON THE NORTH WEST CORNER OF AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE BRIDGE FOR KEATON ROAD ON THE EAST SIDE OF I-35, 12'± NORTH OF A LIGHT POLE, AND 16'± NORTHWEST OF A STOP SIGN. ELEV: 675.82 BM#104 1/2-INCH IRON ROD SET ON THE EAST SIDE OF I-35, 22'± WEST OF THE CENTERLINE OF I-35 FRONTAGE ROAD, AND 53'± SOUTHWEST OF A BOX CULVERT DRAINAGE STRUCTURE. ELEV: 672.05 BENCH MARK LIST The bearing system for this survey is based on the Texas Coordinate System of 1983, North Central Zone 4202 based on observations made on October 3, 2022 with an applied combined scale factor of 1.00015063. 80 1 C H E R R Y S T . S U I T E 1 3 0 0 , U N I T 1 1 , FO R T W O R T H , T E X A S 7 6 1 0 2 PH O N E : 8 1 7 - 3 3 5 - 6 5 1 1 F A X : 8 1 7 - 3 3 5 - 5 0 7 0 TE X A S R E G I S T E R E D EN G I N E E R I N G F I R M F - 9 2 8 PEXDM-1 PR E L I M I N A R Y EX I S T I N G D R A I N A G E AR E A M A P PROPERTY LINE DRAINAGE DIVIDE FLOW DIRECTION PROPOSED 1-FOOT CONTOUR EXISTING 1-FOOT CONTOUR AREA IN ACRES 721 Q100 FLOW IN CFS AREA DESIGNATOR (C FACTOR) 30.32 AC A-1 37.542 721 LEGEND 00 40'80' GRAPHIC SCALE 40' NO R T H Provide existing and proposed drainage area calculations per 10.106(d)(2) 44 Item 6. // / /// /// /// // / // / / / / /// / / / // / // / // / // / // / // / // / / / / / / / // / / / / / / / / / / / / / // / // / / / / / / / // / / / / / / / / / / // / X X X X X ///////////////////////////////// ///////// /// /// / / / //////////// /// /// /// // / // / X X X ////// ///////// /// ////// ////////////////////////////// ////////////////////////////////////////// ////// /// /// /// /// /// /// /// /// /// /// //////////// ///////////////////// XXXXXXX X X X X X X X X X X ////// / / / // / / // // / / / / // / // / // / // / / / / OHE OHE OHE CBLCBL CBL CBLCBLCBLCBLCBL CBL CBL CBL OH E OH E OH E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GASOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E O H E O H E O H E O H E O H E O H E OH E OH E OH E OH E CBL / / / // / // / // / CCC C CCCCCCC CC CCCC C CCCCCC G G G G G G G G G G G G G G G G G G G G S S SS S W W T T T T F F F F UU U U C T 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 8'' SS 12'' SS 12'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W SS SS 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 20' BUILDING LINE & UTILITY EASEMENT CAB. X, PG. 754 7.5' UTILITY EASEMENT CAB. C, PG. 93 15' UTILITY EASEMENT CAB. V, PG. 624 15' UTILITY EASEMENT CAB. V, PG. 624 DRAINAGE EASEMENT CAB. V, PG. 624 BM#104 FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FLFLFLFL FL F L FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL SS S S S 5T H S T R E E T I-35 FRONTAGE ROAD PROP DETENTION POND TOP OF POND: 677.0 OUTLET ELEVATION: 670.0 EXISTING RESTAURANT FUTURE RETAIL FUTURE RETAIL FUTURE RESTAURANT FUTURE RESTAURANT CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 CALLED 5.963 ACRES DARREL YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 6 8 0 678 679 6 8 1 677 678 67 8 677 678 PROP DRAINAGE SWALE TO CAPTURE OFFSITE FLOW PROP TEMPORARY DRAINAGE SWALE CONNECT TO EXISTING DRIVEWAY HEADER CONNECT TO EXISTING DRIVEWAY HEADER 67 6 677 RETAINING WALL 6 7 7 678 678 680 679 681 670 675 668 669 671 672 673 674 6 7 6 677 679 675 67 6 677 678 680 678 679 681 682 682 682 6 8 0 6 7 8 6 7 9 67 9 6 7 9 681 68 2 680 679 681 682 682 6 8 3 680 681 682 683 684 683 678 6 8 0 6 7 8 679 6 8 1 68 2 6 7 6 677 67 8 67 7 6 7 6 677 678 679 676 677 675 674 6 7 4 674 6 7 5 68 0 68 5 69 0 68 1 68 2 68 3 68 4 68 6 68 7 68 8 68 9 69 1 69 2 69 3 69 4 685 690 695 683 6 8 3 68 4 686 687 688 689 691 692 693 694 68 0 681 68 1 68 0 681 68 0 68 1 68 2 68 0 68 1 6 8 2 683 68 2 MATCH ELEVATION OF EXISTING PAVEMENT MATCH ELEVATION OF EXISTING ASPHALT MATCH ELEVATION OF EXISTING PAVEMENT MATCH ELEVATION OF EX BUILDING EDGE MATCH ELEVATION OF EXISTING PAVEMENTMATCH ELEVATION OF TRANSFORMER PAD 678 678 678 67 8 675672673674 673 674 674 667 670 670 DAVID DRIVE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CA T CA T JD A LA S T S A V E D 12 / 1 2 / 2 0 2 3 1 0 : 0 3 A M PL O T T E D B Y TA U B E , C H R I S 12 / 1 2 / 2 0 2 3 1 0 : 0 4 A M DW G P A T H K: \ F T W _ C I V I L \ 0 6 1 2 9 0 0 8 0 - S A N G E R \ C A D \ P L A N S H E E T S DW G N A M E PR E L I M G R A D I N G P L A N . D W G , [ 24 x 3 6 ] IM A G E S S a n g e r C i t y L o g o : XR E F S x S t r m : x S u r v : x U t i l : x B r d r : x S i t e : x B n d y : x S i t e - E x 06 1 2 9 0 0 8 0 RE T A I L IN F R A S T R U C T U R E SA N G E R , T E X A S Know what'sbelow. before you dig.Call DE C 2 0 2 3 Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date148665 CHRISTOPHER TAUBE, P.E. BM#102 MAG NAIL WITH SHINER STAMPED "YP CONTROL POINT" SET IN CONCRETE ON THE NORTH WEST CORNER OF AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE BRIDGE FOR KEATON ROAD ON THE EAST SIDE OF I-35, 12'± NORTH OF A LIGHT POLE, AND 16'± NORTHWEST OF A STOP SIGN. ELEV: 675.82 BM#104 1/2-INCH IRON ROD SET ON THE EAST SIDE OF I-35, 22'± WEST OF THE CENTERLINE OF I-35 FRONTAGE ROAD, AND 53'± SOUTHWEST OF A BOX CULVERT DRAINAGE STRUCTURE. ELEV: 672.05 BENCH MARK LIST The bearing system for this survey is based on the Texas Coordinate System of 1983, North Central Zone 4202 based on observations made on October 3, 2022 with an applied combined scale factor of 1.00015063. 80 1 C H E R R Y S T . S U I T E 1 3 0 0 , U N I T 1 1 , FO R T W O R T H , T E X A S 7 6 1 0 2 PH O N E : 8 1 7 - 3 3 5 - 6 5 1 1 F A X : 8 1 7 - 3 3 5 - 5 0 7 0 TE X A S R E G I S T E R E D EN G I N E E R I N G F I R M F - 9 2 8 PGP-1 PR E L I M I N A R Y GR A D I N G P L A N LEGEND 731 HIGH POINT 731 TOP OF CURB TOP OF GRATE END OF WALL EXISTING CONTOURS PROPOSED CONTOURS MATCH EXISTINGFLOW PATH CHANNEL FLOWLINE T TRANSFORMER PAD TOP OF STEPS BOTTOM OF STEPS TOP OF WALL BOTTOM OF WALL 717.23 TP 717.23 TC 717.23 TG 717.23 ME 717.23 EW 717.23 TS 717.23 BS 717.23 TW 717.23 BW 717.23 TOP OF GROUND TOP OF PAVEMENT FINISHED FLOORFF: 700.00 717.2 EX TOP OF EXISTING GROUND 00 30'60' GRAPHIC SCALE 30' NO R T H Provide proposed grading and future FF elevations 10.104(c)(10) cannot verify positive drainage per ordinance 10.106(d)(10) Concrete sidewalks shall be constructed on both sides of streets and thoroughfares per ordinance 10.106(c) will there be new pavement here? clarify provide pavement typical sections 10.104(c)(15) Per the zoning ordinance, section 23.2 - Where the future development abuts a residential district, a solid screening wall, having a minimum height of 6 feet above the average grade of the residential property, shall be constructed Please note, per building code, supporting geotechnical and structural analysis may be needed if the wall, plus the height of the footing, of the proposed detention pond retaining wall is equal to or greater than 4-ft. 45 Item 6. SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SSS S W W W W WWW SS SS W W W S W FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FLFLFLFL FL F L FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FLFLFLFL FL F L FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL // / /// /// /// // / // / / / / /// / / / // / // / // / // / // / // / // / / / / / / / // / / / / / / / / / / / / / // / // / / / / / / / // / / / / / / / / / / // / X X X X X ///////////////////////////////// ///////// /// /// / / / //////////// /// /// /// // / // / X X X ////// ///////// /// ////// ////////////////////////////// ////////////////////////////////////////// ////// /// /// /// /// /// /// /// /// /// /// //////////// ///////////////////// XXXXXXX X X X X X X X X X X ////// / / / // / / // // / / / / // / // / // / // / / / / OHE OHE OHE CBLCBL CBL CBLCBLCBLCBLCBL CBL CBL CBL OH E OH E OH E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K CO N C R E T E S I D E W A L K GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS GAS GAS GASOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E O H E O H E O H E O H E O H E O H E OH E OH E OH E OH E CBL / / / // / // / // / CCC C CCCCCCC CC CCCC C CCCCCC G G G G G G G G G G G G G G G G G G G G S S SS S W W T T T T F F F F UU U U C T 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 1 2 ' ' S S 12 ' ' S S 12 ' ' S S 12 ' ' S S 8'' SS 12'' SS 12'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W SS SS 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS CALLED 5.963 ACRES DARREL YELLOW W LAND CO., LLC INST. NO. 2020-215605 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 CALLED 0.1603 ACRES STATE OF TEXAS INST. NO. 2021-82582 LOT 1, BLOCK A KNIGHT ADDITION CAB. V, PG. 624 LOT 2-A, BLOCK A KNIGHT ADDITION CAB. X, PG. 754 20' BUILDING LINE & UTILITY EASEMENT CAB. X, PG. 754 7.5' UTILITY EASEMENT CAB. C, PG. 93 15' UTILITY EASEMENT CAB. V, PG. 624 15' UTILITY EASEMENT CAB. V, PG. 624 DRAINAGE EASEMENT CAB. V, PG. 624 BM#104 5T H S T R E E T REMOVE 20 LF EX 6" WATER LINE & REPLACE WITH 8" WATER LINE INSTALL: 2 - 6"X8" REDUCER REMOVE 20 LF EX 6" WATER LINE & REPLACE WITH 8" WATER LINE INSTALL: 2 - 6"X8" REDUCER PROP SSMH PROP SSMH PROP SSMH EX SSMH EX SSMH EX SSMH PROP SSMH SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SSS S W W W W WWW SS SS W W W S W PROP 6" SS LINE PROP 6" SS LINE PROP 8" WATER LINE PROP 8" WATER LINE PROP 8" WATER LINE PROP 8" WATER LINE PROP 8" WATER LINE PROP 8" FIRE SVC PROP 2" DOMESTIC SVC PROP 1" IRRIGATION PROP 1" IRRIGATION PROP 2" DOMESTIC SVC PROP 8" FIRE SVC PROP 6" SS SVC PROP 6" SS SVC PROP 6" SS SVC PROP 1" IRRIGATION PROP 2" DOMESTIC SVC PROP 8" FIRE SVC PROP 1" IRRIGATION PROP 2" DOMESTIC SVC PROP 8" FIRE SVC PROP 8" FIRE SVC PROP 2" DOMESTIC SVC PROP 1" IRRIGATION PROP 6" SS LINE PROP FH PROP FH PROP FH CONNECT TO EX MH EX SSMH PROP DETENTION POND EXISTING RESTAURANT FUTURE RETAIL FUTURE RETAIL FUTURE RESTAURANT FUTURE RESTAURANT PROP CITY WATER EASEMENT PROP CITY WATER EASEMENT PROP CITY WATER EASEMENT PROP CITY WATER EASEMENT PROP CITY UTILITY EASEMENT PROP 10' CITY WATER EASEMENT DAVID DRIVE I-35 FRONTAGE ROAD EX FH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CA T CA T JD A LA S T S A V E D 12 / 1 2 / 2 0 2 3 1 0 : 0 6 A M PL O T T E D B Y TA U B E , C H R I S 12 / 1 2 / 2 0 2 3 1 0 : 0 7 A M DW G P A T H K: \ F T W _ C I V I L \ 0 6 1 2 9 0 0 8 0 - S A N G E R \ C A D \ P L A N S H E E T S DW G N A M E PR E L I M U T I L P L A N . D W G , [ 24 x 3 6 ] IM A G E S S a n g e r C i t y L o g o : XR E F S x S t r m : x S u r v : x U t i l : x B r d r : x S i t e : x B n d y : x S i t e - E x 06 1 2 9 0 0 8 0 RE T A I L IN F R A S T R U C T U R E SA N G E R , T E X A S Know what'sbelow. before you dig.Call DE C 2 0 2 3 Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date148665 CHRISTOPHER TAUBE, P.E. BM#102 MAG NAIL WITH SHINER STAMPED "YP CONTROL POINT" SET IN CONCRETE ON THE NORTH WEST CORNER OF AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE BRIDGE FOR KEATON ROAD ON THE EAST SIDE OF I-35, 12'± NORTH OF A LIGHT POLE, AND 16'± NORTHWEST OF A STOP SIGN. ELEV: 675.82 BM#104 1/2-INCH IRON ROD SET ON THE EAST SIDE OF I-35, 22'± WEST OF THE CENTERLINE OF I-35 FRONTAGE ROAD, AND 53'± SOUTHWEST OF A BOX CULVERT DRAINAGE STRUCTURE. ELEV: 672.05 BENCH MARK LIST The bearing system for this survey is based on the Texas Coordinate System of 1983, North Central Zone 4202 based on observations made on October 3, 2022 with an applied combined scale factor of 1.00015063. 80 1 C H E R R Y S T . S U I T E 1 3 0 0 , U N I T 1 1 , FO R T W O R T H , T E X A S 7 6 1 0 2 PH O N E : 8 1 7 - 3 3 5 - 6 5 1 1 F A X : 8 1 7 - 3 3 5 - 5 0 7 0 TE X A S R E G I S T E R E D EN G I N E E R I N G F I R M F - 9 2 8 PUP-1 PR E L I M I N A R Y UT I L I T Y P L A N 00 30'60' GRAPHIC SCALE 30' EXISTING SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED FIRE DEPARTMENT CONNECTION FH FDC PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE PROPOSED SEWER MANHOLE PROPOSED WATER METER (AND VAULT) WM MH SS SS EXISTING WATER LINEW PROPOSED GATE VALVE LEGEND S NO R T H sewer profile required The Fire Department Connection (FDC) is required to be within 50 feet as the hose lays, of a fire hydrant per ordinance 5.704 The minimum diameter of sewer mains shall be eight inches (8"). Six-inch (6") diameter sewer mains may be acceptable only for short distances (not to exceed 400 feet) per ordinance 10.106(f)(1)(A) label fittings (TYP) 46 Item 6. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ramie Hammonds, Director of Development Services AGENDA ITEM: Conduct a public hearing on a request for a variance from Chapter 10, Section 10.105 to allow a variance from the required right-of-way of 50 feet along Mesa Drive and to allow for a right-of-way of 40 feet to match the existing road for a property on the west side of Mesa Drive and located at 2010 Duck Creek Road. SUMMARY:  The property is zoned “SF-10” Single-family 10.  The applicant is seeking a variance from the required 50-foot right-of-way and to allow for a right- of-way of 40-feet.  The existing Mesa Drive currently has a 40-foot right-of-way the entire length of the street.  The applicant is proposing to divide the current 1.01-acre lot into 4 lots.  Staff mailed out 30 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this meeting we received 1 response form that is opposed. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION:  Staff recommends APPROVAL. ATTACHMENTS: Location Map 47 Item 7. 123819 220300 56630 220301 220302 208245 220303 56621 120059120061 120056120057120058 120055 120060120062 Denton CAD Web Map Parcels Roads 12/1/2023, 9:59:43 AM 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:1,128 Denton County Appraisal District, Harris Govern -- www.harrisgovern.com This product is for informational purposes only and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 48 Item 7. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Conduct a public hearing on a request for a Specific Use Permit to allow for a Farmers Market, on the west end 8.17 acres of land described as A1241A TIERWESTER, TR 165, zoned as Business District 2 (B-2) and generally located on the east side of I-35 at the intersection of South Stemmons and Wood Street. SUMMARY:  The applicant is proposing a Farmer’s Market on the west end of Stephen Baker Field that is owned by Sanger ISD.  Sanger ISD has granted permission for the Farmer’s Market use.  This lot is located on the east side of I-35 at the intersection of South Stemmons and Wood Street.  The site is zoned Business District 2 (B-2) which allows Outside Sales and Display with a SUP.  The Farmer’s Market would operate Saturday and Sunday on the first and third weekends of the month.  They would operate approximately 10 months of the year beginning in mid-March and running through December.  A Specific Use Permit was originally issued for a Farmers Market at this site on December 5, 2022 and was granted for 1 year. That Permit expired on December 5, 2023.  Staff mailed 22 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received 1 response in favor.  The Planning & Zoning Commission recommended approval on January 8, 2024. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 49 Item 8. 158963 158965 58011 158964 56990 56930 56592 56967 73962 I-35SERVICE I-35 WOOD ST I- 3 5 300S STEMMONSFWY /Project Name: Farmers Market SUP Wood StreetProject: 23SANZON-0050 0 210 420105 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: 10/29/2022 1:50:46 PMDoc Name: 22SANZON-0056_FarmersMarketSUPCity Limits Exhibits SubjectArea 50 Item 8. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ramie Hammonds, Director of Development Services AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Duck Creek Ridge, being 1.010 acres, located in the City of Sanger, and generally located on the south side of Duck Creek Road at the intersection of Duck Creek Road and Mesa Drive SUMMARY:  The applicant is proposing to create 4 single-family lots from 1 unplatted tract.  This site is located on the south side of Duck Creek Road.  The applicant was granted a variance of 6 inches to the east side-yard setback from the Zoning Board of Adjustments for the existing house facing Duck Creek Road.  The preliminary Plat contains an exception to the required 50-foot right-of-way along Mesa Drive and requested a 40-foot right-of-way to match the remainder of Mesa Drive.  The property is zoned SF-10 and with the variance and exception requested meets all of the zoning requirements.  There are two existing houses on the site.  This development is located in the City of Sanger  The property will be served by City of Sanger Water, Sewer and CoServ Electric.  Planning & Zoning recommended approval of the plat as submitted with the condition all comments were satisfied prior to City Council approval. 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 Application Letter of Intent Preliminary Plat Planning Comments Engineering Comments 51 Item 9. 123819 220300 56630 220301 220302 208245 220303 56621 120059120061 120056120057120058 120055 120060120062 Denton CAD Web Map Parcels Roads 12/1/2023, 9:59:43 AM 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:1,128 Denton County Appraisal District, Harris Govern -- www.harrisgovern.com This product is for informational purposes only and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 52 Item 9. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / Michael Black TRINITY LAND SURVEYING LLC 121 W Hickory ST. Ste 106 Denton, Texas 76201 940-293-3180 mblack@trinity-surveying.com Tim Ball 214-690-9010 tim@networthdfw.com 2300 Wing Point Lane Plano, Texas 75093 07 13 2023X X X X X X 56630 X 53 Item 9. Trinity-Surveying.com Firm #10194687 | RPLS #6854 (TX), PLS #1982 (OK) 121 W. Hickory Street, Ste. 106 | Denton, Texas 76201 | 940-293-3180 Page | 1 of 1 November 10, 2023 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar St. P.O. Box 1729 Sanger, Tx. 76266 Re: Duck Creek Ridge Preliminary Plat Property LocaƟon: Southwest Corner of Duck Creek Road and Mesa Drive Address: 2010 Duck Creek Road, Sanger, Texas LeƩer of Intent Ms. Hammonds, On behalf of my client, Tim Ball, we respecƞully submit this leƩer of intent for the aƩached Preliminary Plat for Duck Creek Ridge, a proposed 1.010 acre subdivision within the City of Sanger. We appreciate your review of my client’s variance request and any comments or input you may have. If you have any quesƟons or require addiƟonal informaƟon, please contact me at (940) 293-3180 or by email at mblack@trinity-surveying.com. Thank you, Michael L. Black, RPLS #6854 (Tx) PLS #1982 (Ok) Trinity Land Surveying LLC Email: mblack@trinity-surveying.com Phone: 940-293-3180 54 Item 9. X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H 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 OH E OH E OH E OH E OHE OHE OHE O H E O H E O H 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 OHEOHEOHEOHEOHEOHE E 1 STORY BRICK HOUSE 1 STORY MANUFACTURED HOME WO O D S H E D (D I L L A P I D A T E D ) COVERED WOOD DECK WOOD RAMP CARPORT (CONCRETE) CONCRETE CONCRETE DRIVE CO N C R E T E DR I V E STONE WALL 66 7 6 6 6 665 665 6 6 5 66 5 66 5 665 66 5 665 665 665 664 66 4 66 4 6 6 4 664 664 664 665 665 666 666 667 667 668 668 667 6 6 7 6 6 6 66 6 666 66 7 6 6 7 66 7 66 6 6 6 3 66 3 66 3 6 6 2 6 6 2 665 665 WIRE FENCE WIRE FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE 18" RCP FL = 663.97' 12" RCP FL = 663.85' 12" RCP FL = 663.37' 12" RCP FL = 663.37'12" RCP FL = 663.64' TV TV E G G S S S W W W W W W W W W W WOOD SHED GRAVEL DRIVE X-TIE WALL BALL & BALL ENTERPRISES LLC CALLED 1.01 ACRES DOC. NO. 2023-60169 O.R.D.C.T. DOSTDAR ALI CALLED 12.70 ACRES DOC. NO. 2005-9742 O.R.D.C.T. SCOTT ADRIAN PORTER AND WIFE, ANN CHOATE PORTER CALLED 0.808 ACRES DOC. NO. 2006-81509 O.R.D.C.T. SOUTHWEST ESTATES, PHASE I CAB. S, PG. 182 P.R.D.C.T. (AMENDED PLAT) LOT 1, BLOCK A LOT 2, BLOCK A LOT 3, BLOCK A ME S A D R I V E (4 0 ' R . O . W . ) (C O N C R E T E P A V I N G ) LOT 25, BLOCK 1 LOT 26, BLOCK 1 LOT 27, BLOCK 1 LOT 28, BLOCK 1 LOT 29, BLOCK 1 LOT 30, BLOCK 1 LOT 31, BLOCK 1 SNIDER ESTATES CAB. E, PG. 377 P.R.D.C.T. 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF XF XF XF 1/2" IRF 1/2" IRF (BRS. S 51°54' E, 0.8') CIRS P.O.B. XS CIRS DUCK CREEK ROAD (VARIABLE WIDTH R.O.W.) (ASPHALT PAVING) 20' BUILDING LINE 25 ' B U I L D I N G L I N E 40' BUILDING LINE 15 ' U T I L I T Y E A S E M E N T S 0 2 ° 0 7 ' 3 4 " W 2 2 0 . 0 0 ' N 87°52'26" W 200.00' N 0 2 ° 0 7 ' 3 4 " E 2 2 0 . 0 0 ' S 87°52'26" E 200.00' BLOCK A LOT 4 0.275 ACRES 12,000 SQ. FT. R.O.W. DEDICATION 0.059 ACRES 2,553 SQ. FT. BLOCK A LOT 1 0.337 ACRES 14,688 SQ. FT. BLOCK A LOT 2 0.170 ACRES 7,397 SQ. FT. S 88°16'47" E 100.00' 100.00' 100.00' 73 . 9 7 ' 73 . 2 6 ' 100.00' 100.00' 73 . 9 7 ' 73 . 9 7 ' 60 . 0 0 ' 14 6 . 5 2 ' 60 . 0 0 ' S 0 2 ° 0 7 ' 3 4 " W 14 7 . 2 3 ' 12 . 0 6 ' 13 . 4 8 ' 30 . 0 ' 30 . 0 ' 60 . 0 ' 16 . 8 ' 30 . 0 ' BLOCK A LOT 3 0.169 ACRES 7,362 SQ. FT. 7.8' 7.8' 40.0' 40.4' 41.0' 40.0' S 88°16'47" E 200.01' S 87°52'26" E 200.00' N: 7178828.99 E: 2368764.19 NAD '83 N: 7179041.42 E: 2368972.21 NAD '83 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 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ P R E L I M I N A R Y P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ P P . D W G P L O T T E D B Y MI C H A E L B L A C K 11 / 1 0 / 2 0 2 3 7 : 0 8 P M L A S T S A V E D 11 / 1 0 / 2 0 2 3 7 : 0 7 P M PRELIMINARY PLAT-1 OF 6 VICINITY MAP SITE SAND STONE DR. ME S A D R . DUCK CREEK RD. BENJAMIN DR. KE A T O N R D . N MALINDA MYRL DR.KE A T O N R D . S LANEY DR. BROOKE DR. RISIN G S T A R L N . GRAPHIC SCALE IN FEET 020'10'20'40' 1" = 20'@ 24X36 Scale Drawn by 1" = 20' Checked by Date Project No.Sheet No. 1 OF 2 FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 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. SURVEYOR'S 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). ·Elevations are reference to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS Network (Geoid 12B) ·This property lies within the city limits of the City of Sanger, Texas. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Water service to be provided by:City of Sanger, P.O. Box 1729, Sanger, Tx. 76266, 940-458-2571 ·Electric Service to be provided by: Sanger Electric Utilities, 202 Railroad Ave., Sanger, Tx. 76266, 940-458-2064. ·Sanitary sewer to be handled by facilities approved by the Denton County Public Health. ·This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. ·Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. ·This survey has been prepared without the benefit of a current title report. The property shown hereon may be subject to various easements and/or "Rights of Others". This survey is subject to revisions as such a report may reveal. ·The surveyed property is zoned Single Family Residential District - 10 (SF-10). ·The purpose of this plat is to create 17 residential lots from a previously unplatted tract of land. LEGEND CABLE TV BOX CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS MANHOLE COMMUNICATIONS VAULT BENCHMARK FIBER OPTIC BOX FIBER OPTIC MANHOLE FIBER OPTIC VAULT GAS BOX GAS METER GAS MANHOLE GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE VAULT PIPELINE METER PIPELINE VALVE ELECTRIC BOX GUY ANCHOR LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER SIGN MARQUEE/BILLBOARD A/C UNIT BORE LOCATION FLAG POLE GREASE TRAP IRRIGATION VALVE MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER SEPTIC TANK STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC SIGNAL TRAFFIC VAULT FIRE HYDRANT WATER METER WATER MANHOLE WATER VALVE WATER WELL TV TV C C C F F G G G G G G T T T P P E E E T E GT I S S ST D D TR TR TR TR TR W W W F S CIRS CIRF PKS IRF XS 1/2" IRON ROD W/ "TRINITY 6854" IRON ROD WITH CAP FOUND PK NAIL SET IRON ROD FOUND "X" CUT IN CONCRETE SET POINT OF BEGINNINGP.O.B. CAP SET MB (X.XX)RECORD DIMENSION LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE OVERHEAD UTILITY LINE WIRE FENCE WOOD FENCE METAL FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT OHE X PRELIMINARY PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS NOVEMBER 2023 MLB TLS 11/10/2023 2023-040 NOTICE: Preliminary Plat for Review Purposes Only. 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: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball 55 Item 9. 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 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ P R E L I M I N A R Y P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ P P . D W G P L O T T E D B Y MI C H A E L B L A C K 11 / 1 0 / 2 0 2 3 7 : 0 8 P M L A S T S A V E D 11 / 1 0 / 2 0 2 3 7 : 0 7 P M Scale Drawn by - Checked by Date Project No.Sheet No. 2 OF 2 FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS Ball & Ball Enterprises 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 H. Tierwester Survey, Abstract No. 1241, in the City of Sanger, Denton County, Texas and being all of a called 1.01 acre tract described in a General Warranty Deed to Ball & Ball Enterprises LLC, as recorded in Document No. 2023-60169 of the Official Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at an "X" cut in a concrete curb set at the intersection of the south right-of-way line of Duck Creek Road, a variable width right-of-way, with the west right-of-way line of Mesa Drive, a 40 feet-wide right-of-way, for the northeast corner of said 1.01 acre tract; THENCE South 02°07'34" West, along the west right-of-way line of said Mesa Drive and the east line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set for the northeast corner of a called 0.808 acre tract described in a General Warranty Deed to Scott Adrian Porter and wife, Ann Choate Porter, as recorded in Document No. 2006-81509 of the Official Public Records of said county; THENCE North 87°52'26" West, leaving the west right-of-way line and along the north line of said 0.808 acre tract and the south line of said 1.01 acre tract, a distance of 200.00 feet to a 1/2 inch iron rod found on the east line of a called 12.70 acre tract described in a General Warranty Deed to Dostdar Ali, as recorded in Document No. 2005-9742 of said Official Public Records, for the northwest corner of said 0.808 acre tract and the southwest corner of said 1.01 acre tract, from which a 1/2 inch iron rod found bears South 51°54' East, a distance of 0.8 feet; THENCE North 02°07'34" East, along the east line of said 12.70 acre tract and the west line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "TRINITY 6854", set on the south right-of-way line of the aforementioned Duck Creek Road, for the northwest corner of said 1.01 acre tract; THENCE South 87°52'26" East, along the south right-of-way line of said Duck Creek Road and the north line of said 1.01 acre tract, a distance of 200.00 feet to the POINT OF BEGINNING and containing 44,000 square Feet or 1.010 acres of land, more or less. 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 ____________________, 2023. _______________________________________________ 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, Ball & Ball Enterprises LLC, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as DUCK CREEK RIDGE, 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 ___________________, 2023. BY: Tim Ball By: _____________________________________ Signature Title: Owner STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared Tim Ball, 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 ____________________, 2023. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved for Preparation of Final Plat ____________________ ____________________ City of Sanger, TX Date Planning & Zoning Commission PRELIMINARY PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS NOVEMBER 2023 MLB TLS 11/10/2023 2023-040 NOTICE: Preliminary Plat for Review Purposes Only. 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: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball 56 Item 9. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 11/22/2023 1st REVIEW COMMENTS – Preliminary Plat (Duck Creek Ridge) The request is for a Preliminary Plat of Duck Creek Ridge containing 4 lots, being approximately 1.01 acres in the H. TIERWESTER SURVEY, ABSTRACT NO 1241, prepared by Trinity Land Surveying, submitted on 11/15/2023. 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 location and dimension of all boundary lines (accurate in scale) with dimensions and bearing including lot lines, building lines, and City limits (if any). 2. Show location of existing fire hydrants. 3. Show location of proposed fire hydrants if any. 4. Show UPSP Postmaster approved location of mailboxes (if cluster boxes). 5. Show proposed building lines with square footage and proposed use. 6. Show proposed parking layout. 7. In table list lots with square footage, and associated lot widths at building line. 8. In table show square footage of total building footprint. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, December 11, 2023, and the City Council meeting on Tuesday, January 2, 2024. 57 Item 9. November 27, 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: Duck Creek Ridge Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Duck Creek Ridge. The submittal was prepared by Trinity Land Surveying, LLC and was dated November 10, 2023. We have completed our review and offer the following comments: Preliminary 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 a preliminary grading plan. Grading does not have to be highly detailed. However, it does need to demonstrate that proper drainage is feasible upon lot development with no adverse impacts to proposed lots or adjacent properties. 3. The point of beginning appears to originate at a set X cut into the concrete and not from a found monument. Verify and revise. 4. An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the city engineer. per ordinance 10.104(c)(3) 5. Acreage does not match Denton County records. 6. It appears that the owner must apply to rezone the property to a single residential district. Lot sizes do not meet the minimum 30,000 square foot area for an agricultural district per ordinance 8.32. 7. Surveyors note do not accurately describe zoning or number of lots. 8. Existing sewer mains, water mains, drainage culverts or other underground structures within the tract and immediately adjacent thereto with pipe si zes, grades, locations, and dimensions indicated. Per Ordinance 10.104(c)(10)(C). 9. Follow Surveyor’s Certification format outlined in ordinance 10.104(d)(10)(V). 58 Item 9. Ms. Ramie Hammonds July 14, 2023 Page 2 of 2 10. Provide closure report to verify subdivision boundary error of closure is within acceptable limits per ordinance 10.104(d)(10). The surveyor shall revise the plat 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 59 Item 9. X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H 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 OH E OH E OH E OH E OHE OHE OHE O H E O H E O H 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 OHEOHEOHEOHEOHEOHE E 1 STORY BRICK HOUSE 1 STORY MANUFACTURED HOME WO O D S H E D (D I L L A P I D A T E D ) COVERED WOOD DECK WOOD RAMP CARPORT (CONCRETE) CONCRETE CONCRETE DRIVE CO N C R E T E DR I V E STONE WALL 66 7 6 6 6 665 665 6 6 5 66 5 66 5 665 66 5 665 665 665 664 66 4 66 4 6 6 4 664 664 664 665 665 666 666 667 667 668 668 667 6 6 7 6 6 6 66 6 666 66 7 6 6 7 66 7 66 6 6 6 3 66 3 66 3 6 6 2 6 6 2 665 665 WIRE FENCE WIRE FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE 18" RCP FL = 663.97' 12" RCP FL = 663.85' 12" RCP FL = 663.37' 12" RCP FL = 663.37'12" RCP FL = 663.64' TV TV E G G S S S W W W W W W W W W W WOOD SHED GRAVEL DRIVE X-TIE WALL BALL & BALL ENTERPRISES LLC CALLED 1.01 ACRES DOC. NO. 2023-60169 O.R.D.C.T. DOSTDAR ALI CALLED 12.70 ACRES DOC. NO. 2005-9742 O.R.D.C.T. SCOTT ADRIAN PORTER AND WIFE, ANN CHOATE PORTER CALLED 0.808 ACRES DOC. NO. 2006-81509 O.R.D.C.T. SOUTHWEST ESTATES, PHASE I CAB. S, PG. 182 P.R.D.C.T. (AMENDED PLAT) LOT 1, BLOCK A LOT 2, BLOCK A LOT 3, BLOCK A ME S A D R I V E (4 0 ' R . O . W . ) (C O N C R E T E P A V I N G ) LOT 25, BLOCK 1 LOT 26, BLOCK 1 LOT 27, BLOCK 1 LOT 28, BLOCK 1 LOT 29, BLOCK 1 LOT 30, BLOCK 1 LOT 31, BLOCK 1 SNIDER ESTATES CAB. E, PG. 377 P.R.D.C.T. 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF XF XF XF 1/2" IRF 1/2" IRF (BRS. S 51°54' E, 0.8') CIRS P.O.B. XS CIRS DUCK CREEK ROAD (VARIABLE WIDTH R.O.W.) (ASPHALT PAVING) 20' BUILDING LINE 25 ' B U I L D I N G L I N E 40' BUILDING LINE 15 ' U T I L I T Y E A S E M E N T S 0 2 ° 0 7 ' 3 4 " W 2 2 0 . 0 0 ' N 87°52'26" W 200.00' N 0 2 ° 0 7 ' 3 4 " E 2 2 0 . 0 0 ' S 87°52'26" E 200.00' BLOCK A LOT 4 0.275 ACRES 12,000 SQ. FT. R.O.W. DEDICATION 0.059 ACRES 2,553 SQ. FT. BLOCK A LOT 1 0.337 ACRES 14,688 SQ. FT. BLOCK A LOT 2 0.170 ACRES 7,397 SQ. FT. S 88°16'47" E 100.00' 100.00' 100.00' 73 . 9 7 ' 73 . 2 6 ' 100.00' 100.00' 73 . 9 7 ' 73 . 9 7 ' 60 . 0 0 ' 14 6 . 5 2 ' 60 . 0 0 ' S 0 2 ° 0 7 ' 3 4 " W 14 7 . 2 3 ' 12 . 0 6 ' 13 . 4 8 ' 30 . 0 ' 30 . 0 ' 60 . 0 ' 16 . 8 ' 30 . 0 ' BLOCK A LOT 3 0.169 ACRES 7,362 SQ. FT. 7.8' 7.8' 40.0' 40.4' 41.0' 40.0' S 88°16'47" E 200.01' S 87°52'26" E 200.00' N: 7178828.99 E: 2368764.19 NAD '83 N: 7179041.42 E: 2368972.21 NAD '83 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 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ P R E L I M I N A R Y P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ P P . D W G P L O T T E D B Y MI C H A E L B L A C K 11 / 1 0 / 2 0 2 3 7 : 0 8 P M L A S T S A V E D 11 / 1 0 / 2 0 2 3 7 : 0 7 P M PRELIMINARY PLAT-1 OF 6 VICINITY MAP SITE SAND STONE DR. ME S A D R . DUCK CREEK RD. BENJAMIN DR. KE A T O N R D . N MALINDA MYRL DR.KE A T O N R D . S LANEY DR. BROOKE DR. RISIN G S T A R L N . GRAPHIC SCALE IN FEET 020'10'20'40' 1" = 20'@ 24X36 Scale Drawn by 1" = 20' Checked by Date Project No.Sheet No. 1 OF 2 FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 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. SURVEYOR'S 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). ·Elevations are reference to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS Network (Geoid 12B) ·This property lies within the city limits of the City of Sanger, Texas. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Water service to be provided by:City of Sanger, P.O. Box 1729, Sanger, Tx. 76266, 940-458-2571 ·Electric Service to be provided by: Sanger Electric Utilities, 202 Railroad Ave., Sanger, Tx. 76266, 940-458-2064. ·Sanitary sewer to be handled by facilities approved by the Denton County Public Health. ·This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. ·Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. ·This survey has been prepared without the benefit of a current title report. The property shown hereon may be subject to various easements and/or "Rights of Others". This survey is subject to revisions as such a report may reveal. ·The surveyed property is zoned Single Family Residential District - 10 (SF-10). ·The purpose of this plat is to create 17 residential lots from a previously unplatted tract of land. LEGEND CABLE TV BOX CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS MANHOLE COMMUNICATIONS VAULT BENCHMARK FIBER OPTIC BOX FIBER OPTIC MANHOLE FIBER OPTIC VAULT GAS BOX GAS METER GAS MANHOLE GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE VAULT PIPELINE METER PIPELINE VALVE ELECTRIC BOX GUY ANCHOR LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER SIGN MARQUEE/BILLBOARD A/C UNIT BORE LOCATION FLAG POLE GREASE TRAP IRRIGATION VALVE MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER SEPTIC TANK STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC SIGNAL TRAFFIC VAULT FIRE HYDRANT WATER METER WATER MANHOLE WATER VALVE WATER WELL TV TV C C C F F G G G G G G T T T P P E E E T E GT I S S ST D D TR TR TR TR TR W W W F S CIRS CIRF PKS IRF XS 1/2" IRON ROD W/ "TRINITY 6854" IRON ROD WITH CAP FOUND PK NAIL SET IRON ROD FOUND "X" CUT IN CONCRETE SET POINT OF BEGINNINGP.O.B. CAP SET MB (X.XX)RECORD DIMENSION LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE OVERHEAD UTILITY LINE WIRE FENCE WOOD FENCE METAL FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT OHE X PRELIMINARY PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS NOVEMBER 2023 MLB TLS 11/10/2023 2023-040 NOTICE: Preliminary Plat for Review Purposes Only. 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: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball Does not match Denton county CAD records Verify corner location. Where are permanent known references used to determine this location? An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the city engineer. per ordinance 10.104(c)(3) Show existing show existing water main per ordinance 10.104(c)(10)(C) Existing sewer mains, water mains, drainage culverts or other underground structures within the tract and immediately adjacent thereto with pipe sizes, grades, locations, and dimensions indicated. Per Ordinance 10.104(c)(10)(C) Property is currently zoned as an Agriculture district. Developer must apply for rezoning to a single family residential district 4 lots Lot sizes do not meet minimum area for agriculture district. what is this denoting? Provide preliminary grading plan. Grading does not have to be highly detailed. However, it does need to demonstrate that proper drainage is feasible upon lot development. provide building setback lines 60 Item 9. 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 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ P R E L I M I N A R Y P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ P P . D W G P L O T T E D B Y MI C H A E L B L A C K 11 / 1 0 / 2 0 2 3 7 : 0 8 P M L A S T S A V E D 11 / 1 0 / 2 0 2 3 7 : 0 7 P M Scale Drawn by - Checked by Date Project No.Sheet No. 2 OF 2 FIRM # 10194687 Tel. No. (940) 293-3180121 W. Hickory St., Ste. 106 Denton, Texas 76201 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS Ball & Ball Enterprises 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 H. Tierwester Survey, Abstract No. 1241, in the City of Sanger, Denton County, Texas and being all of a called 1.01 acre tract described in a General Warranty Deed to Ball & Ball Enterprises LLC, as recorded in Document No. 2023-60169 of the Official Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at an "X" cut in a concrete curb set at the intersection of the south right-of-way line of Duck Creek Road, a variable width right-of-way, with the west right-of-way line of Mesa Drive, a 40 feet-wide right-of-way, for the northeast corner of said 1.01 acre tract; THENCE South 02°07'34" West, along the west right-of-way line of said Mesa Drive and the east line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set for the northeast corner of a called 0.808 acre tract described in a General Warranty Deed to Scott Adrian Porter and wife, Ann Choate Porter, as recorded in Document No. 2006-81509 of the Official Public Records of said county; THENCE North 87°52'26" West, leaving the west right-of-way line and along the north line of said 0.808 acre tract and the south line of said 1.01 acre tract, a distance of 200.00 feet to a 1/2 inch iron rod found on the east line of a called 12.70 acre tract described in a General Warranty Deed to Dostdar Ali, as recorded in Document No. 2005-9742 of said Official Public Records, for the northwest corner of said 0.808 acre tract and the southwest corner of said 1.01 acre tract, from which a 1/2 inch iron rod found bears South 51°54' East, a distance of 0.8 feet; THENCE North 02°07'34" East, along the east line of said 12.70 acre tract and the west line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "TRINITY 6854", set on the south right-of-way line of the aforementioned Duck Creek Road, for the northwest corner of said 1.01 acre tract; THENCE South 87°52'26" East, along the south right-of-way line of said Duck Creek Road and the north line of said 1.01 acre tract, a distance of 200.00 feet to the POINT OF BEGINNING and containing 44,000 square Feet or 1.010 acres of land, more or less. 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 ____________________, 2023. _______________________________________________ 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, Ball & Ball Enterprises LLC, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as DUCK CREEK RIDGE, 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 ___________________, 2023. BY: Tim Ball By: _____________________________________ Signature Title: Owner STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared Tim Ball, 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 ____________________, 2023. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved for Preparation of Final Plat ____________________ ____________________ City of Sanger, TX Date Planning & Zoning Commission PRELIMINARY PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS NOVEMBER 2023 MLB TLS 11/10/2023 2023-040 NOTICE: Preliminary Plat for Review Purposes Only. 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: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball Follow format outlined in ordinance 10.104(d)(10)(V) persons per ordinance 10.104(d)(10)(W) 61 Item 9. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Consideration and possible action on Ordinance No. 02-04-24 for a Specific Use Permit to allow for a Farmers Market, on the west end 8.17 acres of land described as A1241A TIERWESTER, TR 165, zoned as Business District 2 (B-2) and generally located on the east side of I-35 at the intersection of South Stemmons and Wood Street. SUMMARY:  The applicant is proposing a Farmer’s Market on the west end of Stephen Baker Field that is owned by Sanger ISD.  Sanger ISD has granted permission for the Farmer’s Market use.  This lot is located on the east side of I-35 at the intersection of South Stemmons and Wood Street.  The site is zoned Business District 2 (B-2) which allows Outside Sales and Display with a SUP.  The Farmer’s Market would operate Saturday and Sunday on the first and third weekends of the month.  They would operate approximately 10 months of the year beginning in mid-March and running through December.  A Specific Use Permit was originally issued for a Farmers Market at this site on December 5, 2022 and was granted for 1 year. That Permit expired on December 5, 2023.  Staff mailed 22 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received 1 response in favor.  The Planning & Zoning Commission recommended approval on January 8, 2024. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with a one-year renewal/expiration. ATTACHMENTS: Location Map Ordinance No. 02-04-24 Application B-2 Regulations 62 Item 10. 158963 158965 58011 158964 56990 56930 56592 56967 73962 I-35SERVICE I-35 WOOD ST I- 3 5 300S STEMMONSFWY /Project Name: Farmers Market SUP Wood StreetProject: 23SANZON-0050 0 210 420105 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: 10/29/2022 1:50:46 PMDoc Name: 22SANZON-0056_FarmersMarketSUPCity Limits Exhibits SubjectArea 63 Item 10. Ordinance 02-04-24 – SUP – South West Corner of South Stemmons and Wood Street – Farmer’s Market Page 1 of 2 CITY OF SANGER, TEXAS ORDINANCE No. 02-04-24 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, REGARDING A SPECIFIC USE PERMIT TO ALLOW A FARMERS MARKET AT THE CORNER OF SOUTH STEMMONS FRWY AND WOOD STREET, ON THE WEST END OF 8.17 ACRES OF LAND DESCRIBED AS A1241A TIERWESTER, TR 165; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE IN ACCORDANCE WITH SECTION 1.109 OF THE CODE OF ORDINANCE FOR VIOLATIONS; 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 City Council finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, all requests for a Specific Use Permit (SUP) were duly filed with the City of Sanger, Texas, concerning the hereinafter described property; and WHEREAS, following provision of proper legal notice requirements, which were made in the time and manner prescribed by law, including written notice to owners within 200 feet of the subject property; and WHEREAS, the Planning and Zoning Commission on January 8, 2024, duly covered and conducted public hearing for the purpose of assessing a request for a Specific Use Permit (SUP), recommending approval for the hereinafter described property; and WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest of the citizens of Sanger. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That a Specific Use Permit (SUP) to allow a Farmer’s Market on the west end of 8.17 acres of land zoned Business District 2 (B-2) use is hereby granted for the property described as A1241A TIERWESTER, TR 165 further described in Exhibit A with the following conditions: 1. The market will operate Saturday and Sunday the 1st and 3rd weekends of each month from mid-March to early December. 2. The Specific Use Permit (SUP) will expire one year from the date of approval. 3. Products offered at the market will comply with the state guidelines for farmer’s markets. 64 Item 10. Ordinance 02-04-24 – SUP – South West Corner of South Stemmons and Wood Street – Farmer’s Market Page 2 of 2 4. If the ownership of the farmer’s market changes, the new owner will re-apply for the Specific Use Permit (SUP). 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 of 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. Any person, firm or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in The Code of Ordinances, Section 1.109 General Penalty for Violations of Code. 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. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 5th day of February, 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 65 Item 10. 66 Item 10. 67 Item 10. SECTION 23 "B-2" BUSINESS DISTRICT - 2 General Purpose and Description: The "B-2" Business district is intended to provide a zoning category similar to the "B-1" District, except that additional uses are permitted which are not generally carried on completely within a building or structure, and an expanded range of service and repair uses is permitted. 23.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Any use permitted in the "B-1" Business District. 2. Building materials sales (no outside storage of lumber, materials or equipment). 3. Lithographic or print shop, retail only. 4. Newspaper or commercial printing. 5. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in a B-2 District, when granted in accordance with Section 31: 1. Uses as listed in Section 30 of this ordinance. 23.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 23.3 Area Regulations: 1. Size of Yard a. Front Yard: Minimum required setback shall be twenty (20) feet. Accessory uses must be set back a minimum of sixty (60) feet. b. Side Yard: Adjacent to a street, twenty-five (25) feet; minimum required--ten (10) feet. c. Rear Yard: The minimum rear yard setback shall be twenty (20) feet for any building, or structure. When an alley is not required, a solid masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining use. d. Special Side or Rear Yard Requirement: When a nonresidentially zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided for on the nonresidential property. A solid masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be constructed adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: In no case shall more than fifty percent (50%) of the lot area be covered by buildings. 68 Item 10. 23.4 Parking Requirements: Off street parking requirements shall be provided in accordance with Section 32. 69 Item 10. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Tyson Cheek, Chief of Police AGENDA ITEM: Consideration and possible action on Resolution 2024-01, authorizing the Sanger Police Department to pursue grant funding from the state in order to purchase new body worn cameras for the police department. SUMMARY:  The Sanger Police Department is currently operating Watchguard brand BWCs that are out of service life and warranty. Several of the BWCs are currently not working properly and getting them repaired is becoming more problematic and less cost efficient.  The software for video review works for internal department needs, but it does not allow for digitally blocking identifying information of those in the video. This prevents us from releasing more recordings when requested or needed, and reduces transparency with the public. Modern software that comes with new systems allows this type of editing.  Media storage is currently handled by an onsite physical server. Physical storage media is expensive to upgrade. This limits retention times and puts the media at risk of loss from equipment failure or fire.  New BWC systems come with the purchase of cloud-based storage which is more secure and allows for better backup. Data sharing with other agencies including prosecutors can be accomplished through web links rather than having to download and physically transfer media, which is both safer and less time consuming.  The Body Worn Camera Grant funds for these projects are authorized under the Texas General Appropriations Act, Article I, Rider 35 for Trusteed Programs within the Office of the Governor. Funds may be used for obtaining body-worn cameras, digital video storage, and retrieval systems or cloud-based services. Subscriptions and/or leasing services that fall within the 12-month performance period are eligible.  Awarding of this grant requires a funding match of 25% by the agency accepting the grant. The last quote I received from Axon for Body Worn Cameras and all that comes with the system was $102,195 for 19 BWCs. If costs are similar at the time of the new bid quote, it would require just under $26,000 in matching funds from the city.  This discussion item is being presented today because the grant application period ends February 8th, 2024, and is for the grant funding year 2025 which starts in October 2024.  If the grant is awarded, this will commit the city to meeting the required match amount of 25% of the grant spending in the 2025 budget year. FISCAL INFORMATION: Budgeted: No Amount: GL Account: RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS: Resolution 70 Item 11. Resolution – Body Worn Camera Grant Page 1 of 2 CITY OF SANGER, TEXAS RESOLUTION NO. 2024-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS, AUTHORIZING THE SANGER POLICE DEPARTMENT’S SUBMISSION OF AN APPLICATION TO THE BODY WORN CAMERA GRANT PROGRAM THROUGH NORTH TEXAS COUNCIL OF GOVERNMENTS AND THE CRIMINAL JUSTICE DIVISION OF THE TEXAS GOVERNORS OFFICE; DESIGNATING THE CITY MANAGER AS THE AUTHORIZED OFFICIAL OF SAID GRANT AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Sanger finds it in the best interest of the citizens of Sanger to submit an application for the Body Worn Camera Grant Program through the Criminal Justice Department of the Texas Governor’s Office for the 2025 Fiscal Year; and WHEREAS, City of Sanger agrees to provide any required matching funds for the said project as required by the Body Worn Camera Program Grant application; and WHEREAS, The City of Sanger agrees that in the event of loss or misuse of the Office of the Governor’s funds, The City of Sanger assures that the funds will be returned to the Office of the Governor in full. WHEREAS, The City of Sanger designates the City Manager or their designee as the grantee’s authorized official. The authorized official is given the power to apply for, accept, reject, alter or terminate the grant on behalf of the applicant agency; and WHEREAS, the City Council finds that the passage of this Resolution is in the best interest of the citizens of Sanger. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. The facts and recitals set forth in the preamble of this resolution are hereby found to be true and correct. SECTION 2. That the City Council of Sanger, Texas approves submission of the grant application for Body Worn Cameras and related equipment and services to the Office of the Governor, Criminal Justice Division. 71 Item 11. Resolution – Body Worn Camera Grant Page 2 of 2 SECTION 3. That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED THIS THE 5TH DAY OF FEBRUARY 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 72 Item 11. Resolution – In-Car Video Equipment Grant Page 1 of 2 CITY OF SANGER, TEXAS RESOLUTION NO. 2024-02 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS, AUTHORIZING THE SANGER POLICE DEPARTMENT’S SUBMISSION OF AN APPLICATION TO THE NORTH TEXAS COUNCIL OF GOVERNMENTS AND THE CRIMINAL JUSTICE DIVISION OF THE TEXAS GOVERNORS OFFICE; FOR THE FUNDING OF IN-CAR VIDEO EQUIPMENT AND RELATED SERVICES; DESIGNATING THE CITY MANAGER AS THE AUTHORIZED OFFICIAL OF SAID GRANT AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Sanger finds it in the best interest of the citizens of Sanger to submit an application for the Edward Byrne Memorial Justice Assistance Grant Program (JAG) through the Criminal Justice Department of the Texas Governor’s Office for the 2025 Fiscal Year; and WHEREAS, City of Sanger agrees to provide any required matching funds for the said project as required by the Edward Byrne Memorial Justice Assistance Grant Program (JAG) application; and WHEREAS, The City of Sanger agrees that in the event of loss or misuse of the Office of the Governor’s funds, The City of Sanger assures that the funds will be returned to the Office of the Governor in full. WHEREAS, The City of Sanger designates the City Manager or their designee as the grantee’s authorized official. The authorized official is given the power to apply for, accept, reject, alter or terminate the grant on behalf of the applicant agency; and WHEREAS, the City Council finds that the passage of this Resolution is in the best interest of the citizens of Sanger. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. The facts and recitals set forth in the preamble of this resolution are hereby found to be true and correct. SECTION 2. That the City Council of Sanger, Texas approves submission of the grant application for Body Worn Cameras and related equipment and services to the Office of the Governor, Criminal Justice Division. 73 Item 12. Resolution – In-Car Video Equipment Grant Page 2 of 2 SECTION 3. That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED THIS THE 5TH DAY OF FEBRUARY 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 74 Item 12. CITY COUNCIL COMMUNICATION DATE: February 5, 2024 FROM: Tyson Cheek, Chief of Police AGENDA ITEM: Consideration and possible on Resolution 2024-02, action authorizing the Sanger Police Department to pursue grant funding from the state in order to purchase new in-car cameras for the police department. SUMMARY:  The Sanger Police Department is currently operating Watchguard brand in-car cameras that are beyond their service life and warranty. Their data labeling capability is limited and we hope to be upgrading to new BWCs in the coming year, which will make the in-car cameras incompatible.  The current software for video review works for internal department needs, but it does not allow for digitally blocking of identifying information of those in the video. This prevents us from releasing more recordings when requested or needed, and reduces transparency with the public. Modern software that comes with new systems, allows this type of editing.  Media storage is currently handled by an onsite physical server. Physical storage media is expensive to upgrade. This limits retention times and puts the media at risk of loss from equipment failure or fire.  New in-car camera systems come with the purchase of cloud-based storage which is more secure and allows for better backup. Data sharing with other agencies including prosecutors can be accomplished through web links rather than having to download and physically transfer media, which is both safer and less time consuming.  Funds for these projects are authorized under authorized under 34 U.S.C. §10152 Edward Byrne Memorial Justice Assistance Grant Program (JAG). JAG funds are made available through a Congressional appropriation to the U.S. Department of Justice, Bureau of Justice Assistance but applied for through the NTCOG. This is a competitive grants and awarding of funds is not guaranteed.  The last quote received from Axon for in-car cameras and all that comes with the system was just under 171,000 for 19 units. If awarded, the JAG grant does not require matching funds.  This discussion item is being presented today because the grant application period ends February 8th, 2024, and is for the grant funding year 2025 which starts in October 2024. FISCAL INFORMATION: Budgeted: No Amount: GL Account: RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS: Resolution 75 Item 12. 11 Atmos Energy Corporation 5420 LBJ Freeway, Suite 1800 Dallas, TX 75240 P 214-206-2568 F 214-206-2126 Christopher.Felan@atmosenergy.com January 24, 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 February 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 76 Item 13. Part (a) - Mid-Tex Commodity Costs Line (a)(b) 1 Estimated Gas Cost per Unit:$0.36915 2 Estimated City Gate Deliveries:216,157,090 3 Estimated Gas Cost:$79,794,390 4 Lost and Unaccounted For Gas %2.5932% 5 Estimated Lost and Unaccounted for Gas $2,069,228 6 Total Estimated City Gate Gas Cost:$81,863,618 7 Estimated Sales Volume:255,825,380 8 Estimated Gas Cost Factor - (EGCF)0.32000 9 Reconciliation Factor - (RF): (0.00959) 10 Taxes (TXS):0.00000 11 Adjustment - (ADJ):0.00000 Btu Factor Per MMBtu 12 Gas Cost Recovery Factor - (GCRF) (Taxable)0.31041 per Ccf 0.1005 $3.0887 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 $52,724,270 33,903,129 16,105,999 2,715,142 16 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 17 Net Fixed Costs $52,724,270 $33,903,129 $16,105,999 $2,715,142 Commodity Costs 18 a. Estimated Commodity Cost of Pipeline Services $3,410,991 2,090,969 1,029,090 290,932 19 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 20 Net Commodity Cost of Pipeline Services $3,410,991 $2,090,969 $1,029,090 $290,932 21 Total Estimated Pipeline Costs (Line 16 + Line 19)$56,135,261 $35,994,098 $17,135,089 $3,006,074 22 Estimated Billed Volumes 71,307,850 Ccf 46,416,210 Ccf 4,956,339 MMBtu 23 Pipeline Cost Factor (PCF) [Line 20 / Line 21] (Taxable)0.50480 Ccf 0.36920 Ccf $0.6065 MMBtu 24 Gas Cost Recovery Factor - (GCRF) [Line 12] (Taxable)0.31041 Ccf 0.31041 Ccf $3.0887 MMBtu 25 Customer Rate Relief - (CRR) (Non-Taxable)0.11000 Ccf 0.11000 Ccf $1.0945 MMBtu 26 Rider GCR 0.92521 Ccf 0.78961 Ccf Rate I - $4.7897 MMBtu 27 Rate T -$0.6065 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 February, 2024 PREPARED IN ACCORDANCE WITH GAS UTILITIES DOCKET NO. 10170 77 Item 13.