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09/03/2024-CC-Agenda Packet-RegularCITY COUNCIL MEETING AGENDA SEPTEMBER 03, 2024, 6:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE WORK SESSION TO ORDER AND ESTABLISH A QUORUM DISCUSSION ITEMS 1. Discussion regarding the Sullivan Senior Center. OVERVIEW OF ITEMS ON THE REGULAR AGENDA ADJOURN THE WORK SESSION The Regular Meeting will begin following the Work Session but not earlier than 7:00 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Council on any matter. Comments related to public hearings will be heard when the specific hearing begins. Citizens are allowed 3 minutes to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to be presented. Citizens who wish to address the Council with regard to matters on the agenda will be received at the time the item is considered. The Council is not allowed to converse, deliberate or take action on any matter presented during citizen input. SPECIAL PRESENTATIONS AND ANNOUNCEMENTS Mayoral proclamations, presentations of awards and certificates, and other acknowledgments of significant accomplishments or service to the community. 2. United Way Proclamation LIVE UNITED MONTH - September 2024 REPORTS Staff Reports are for discussion only. No action may be taken on items listed under this portion of the agenda. 1 3. Annual presentation and overview of the Human Resources Department. 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. 4. Consideration and possible action on the minutes from the August 12, 2024, meeting. 5. Consideration and possible action on the minutes from the August 19, 2024, meeting. 6. Consideration and possible action on purchasing a 2025 Chevrolet 3500 HD Crew Cab from Caldwell Country Chevrolet and a 9’ body from General Truck Body and authorizing the City Manager to execute the agreements and all necessary documents. 7. Consideration and possible action on the Final Plat of lots 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C of Lakeside Estates Addition, being 68.028 acres described as A0790A C. MANCHACA, TR 5A, 6A, and 7A located in the City of Sanger’s ETJ, and generally located on the north side of McReynolds Road approximately 120 feet northeast of the intersection of McReynolds Road and FM 455. PUBLIC HEARING ITEMS 8. Conduct a public hearing pursuant to the Local Government Code, Section 214.908, Reauthorization of Building Permit Fees, to consider an Ordinance amending the City's Fee Schedule. ACTION ITEMS 9. Consideration and possible action on the Preliminary Plat of Stephen Town Crossing, being approximately 120.133 acres of land described as REUBEN BEBEE SURVEY, ABSTRACT NO. 29, located in the City of Sanger, and generally located on the west side of Sanger Circle Addition and west of Montecristo Lane and Bridle Path Lane. 10. Consideration and possible action on the Preliminary Plat of Sanger Business Addition, being approximately 2.07 acres of land described as JOSE MARIA RUIS SURVEY, ABSTRACT NO. 1066 RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, within the City of Sanger, generally located on the south of FM 455 approximately 248 feet west Sable Creek Boulevard. 11. 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 2 12. Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1 – Multi-Family, being 17.33 acres described as HENRY TIERWESTER SURVEY, ABSTRACT NO. 1241, BLOCK A, LOT 3, located in the City of Sanger and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. 13. Consideration and possible action on Ordinance 09-15-24 amending the fee schedule by removing the Fee Schedule, Appendix A, from the Code of Ordinances and adopting a new fee schedule by ordinance. 14. Consideration and possible action on Change Order No. 1 in the amount of $151,631.00 with Ana Site Construction, LLC for the relocation of a 4” sewage force main and authorize the City Manager to execute said Change Order No. 1. 15. Consideration and possible action on approving consumption of alcohol on city property in conjunction with Ordinance #11-30-23, Chapter 15.609. 16. Consideration and possible action to vote for candidates on the ballot of the Texas Municipal League Intergovernmental Risk Pool Board of Trustee Election. 17. Consideration and possible action to vote for the Region 8 Director of the Texas Municipal League. 18. Consideration and possible action on an amended petition for the creation of the North Central Denton County Municipal Utility District No. 1. 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. 19. Change Order Memo August 2024 20. 2024 Atmos Annual Gas Cost Reconciliation Filing Cities ADJOURN 3 NOTE: The City Council reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on August 28, 2024, at 12:00 PM. /s/Jeriana Hemb Jeriana Hemb, Deputy 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 PROCLAMATION United Way of Denton County WHEREAS, United Way of Denton County mobilizes communities like (CITY/TOWN) to action so all can thrive; and WHEREAS, by working together with donors, supporters, and collaborators across Denton County, United Way of Denton County creates opportunities to expand education, promote economic mobility, improve health & mental health, and provide basic needs for over 53,000 County residents annually; and WHEREAS, United Way of Denton County leads the effort with a network of nonprofits, governments, businesses, and donors to respond to our neighbor’s immediate needs and seek out better solutions for larger community-wide issues. NOW, THEREFORE, I, Thomas E. Muir, Mayor of the City of Sanger, on behalf of the entire City Council, hereby declare the month of September 2024 to: LIVE UNITED and ask and proudly join United Way of Denton County in calling on all residents of Sanger to Give to One to Impact Many as we take action to LIVE UNITED for a better Denton County for all of us. IN WITNESS WHEREOF, I have hereunto set my hand and caused the Official Seal of the City of Sanger to be affixed this 3rd day of September 2024. ____________________________ Thomas E. Muir, Mayor 5 Item 2. City Council Minutes 08-12-2024 Page 1 of 2 CITY COUNCIL MEETING MINUTES AUGUST 12, 2024, 6:00 PM CITY COUNCIL SPECIAL MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE SPECIAL MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the special meeting 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 5 Victor Gann COUNCILMEMBERS ABSENT Councilmember, Place 3 Dennis Dillon Councilmember, Place 4 Allen Chick STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Chief Financial Officer Clayton Gray, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Mayor Muir gave the Invocation. The Pledge of Allegiance was led by Councilmember Barrett. CITIZENS COMMENTS No one spoke. 6 Item 4. City Council Minutes 08-12-2024 Page 2 of 2 PUBLIC HEARING ITEMS 1. Conduct a public hearing for the City of Sanger’s Annual Budget for the fiscal year 2024-2025. Mayor Muir opened the public hearing at 6:02 p.m. No one spoke. Mayor Muir closed the public hearing at 6:04 p.m. 2. Conduct a public hearing for the City of Sanger’s proposed property tax rate. Mayor Muir opened the public hearing at 6:04 p.m. No one spoke. Mayor Muir closed the public hearing at 6:05 p.m. ADJOURN There being no further business, Mayor Muir adjourned the meeting at 6:05 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 7 Item 4. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the August 12, 2024, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the minutes from the meeting on August 12, 2024. ATTACHMENTS: City Council minutes 8 Item 4. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the August 19, 2024, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the minutes from the meeting on August 19, 2024. ATTACHMENTS: City Council minutes 9 Item 5. City Council Minutes 08-19-2024 Page 1 of 6 CITY COUNCIL MEETING MINUTES AUGUST 19, 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, Chief Financial Officer Clayton Gray, Director of Development Services Ramie Hammonds, Library Director Laura Klenke, and Police Lt. Justin Lewis. 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). 10 Item 5. City Council Minutes 08-19-2024 Page 2 of 6 - Belz Road Retail Addition Council convened into executive session at 6:01 p.m. RECONVENE INTO WORK SESSION Council reconvened into open session at 6:45 p.m. OVERVIEW OF ITEMS ON THE REGULAR AGENDA Discussion ensued regarding Item 9, enquiring if Denton Land, LP is Denton MUD 12. Discussion ensued regarding Item 2, asking that the August 5, 2024, minutes be amended to show Mayor Muir recused himself from Section 551.071 of the executive session. Discussion ensued regarding Item 3, with City Manager Noblitt stating this agreement allows for the City’s consultants to begin compiling information. ADJOURN THE WORK SESSION There being no further business, Mayor Muir adjourned the work session at 6:47 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the regular meeting to order at 7:00 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett Councilmember, Place 3 Dennis Dillon Councilmember, Place 4 Allen Chick Councilmember, Place 5 Victor Gann COUNCILMEMBERS ABSENT None 11 Item 5. City Council Minutes 08-19-2024 Page 3 of 6 STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, Chief Financial Officer Clayton Gray, Director of Development Services Ramie Hammonds, Library Director Laura Klenke, and Police Lt. Justin Lewis. INVOCATION AND PLEDGE Councilmember Bilyeu gave the Invocation. The Pledge of Allegiance was led by Councilmember Chick. CITIZENS COMMENTS Fideucio Martinez, resident, provided information regarding his utility bills, stating it was too high and that he would like to understand why. Garrett Spigner, resident, spoke in favor of a zoning change allowing the Farmer’s Market to be held downtown. Nancy McAlister, resident, spoke in favor of allowing the Farmer’s Market to be held downtown, increasing business traffic. Josh Burrus, resident, spoke in favor of moving the Farmers’ Market to downtown, increasing visitors to downtown. Will Leija, Denton resident, spoke in favor of allowing the Farmer’s Market to be held downtown. David Batchelor, Justin resident, spoke in favor of allowing the Farmer’s Market to be held downtown, which is easier for people to navigate than on the ISD’s gravel parking area. Yesika Horton, Denton resident, stated she is a vendor at the Farmers Market and spoke in favor of moving it to downtown for the 2025 season. REPORTS 1. Annual presentation and overview of the Human Resources Department. City Manager Noblitt stated this item would be moved to the next meeting. CONSENT AGENDA 2. Consideration and possible action on the minutes from the August 5, 2024, meeting. 3. Consideration and possible action on authorizing the City Manager to execute a Professional Services Reimbursement Agreement with Meritage Homes of Texas, LLC 12 Item 5. City Council Minutes 08-19-2024 Page 4 of 6 for reimbursement of expenses spent during consideration of a potential Public Improvement District. 4. Consideration and possible action on a contract between the City of Sanger and the Sanger Area Chamber of Commerce for Hotel Occupancy Tax Funds. Mayor Muir asked that Item 2 be removed to amend the minutes. Motion to approve Item 3-4 made by Councilmember Bilyeu, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. Motion to approve Item 2 as amended noting the Mayor recused himself from Executive Item Section 551.071 made by Councilmember Chick, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. ACTION ITEMS 5. Consideration and possible action on Ordinance 08-11-24, Approving the Property Tax Roll. Director Gray provided an overview of the item. Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. 6. Consideration and possible action on Ordinance 08-12-24, adopting the budget providing for the appropriation of funds for operating and capital expenditures for the fiscal year beginning October 1, 2024, and ending September 30, 2025, providing for the intra- and inter-department and fund transfers, providing for unexpected revenues such as grants, donations, and insurance proceeds, providing for an effective date, and providing for approval of the investment policy. Director Gray provided an overview of the item. 13 Item 5. City Council Minutes 08-19-2024 Page 5 of 6 Motion to approve made by Councilmember Bilyue, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. 7. Consideration and possible action on Ordinance 08-13-24, setting the City's Ad Valorem tax rate at $0.689747/$100 of taxable assessed valuation for the Fiscal Year beginning October 1, 2024, and ending September 30, 2025. Director Gray provided an overview of the item. Motion that the property tax rate be increased by the adoption of a tax rate of $0.689747per $100, which is effectively a 3.78% percent increase in the tax rate made by Councilmember Bilyeu, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. 8. Consideration and possible action on Ordinance 08-14-24 ratifying the property tax increase reflected in the fiscal year 2024-2025 budget. Director Gray provided an overview of the item. Motion to approve made by Councilmember Chick, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. 9. Consideration and possible action an Agreement for Certificate of Convenience and Necessity No. 20073 Release, Green Space Dedication, and Attorney Fees are executed by and among Denton 1000 Land, LP, a Texas limited partnership, the City of Sanger, Texas and the Denton County Soil and Water Conservation District No. 547. City Manager Noblitt provided an overview of the item. Motion to approve made by Councilmember Barrett, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. FUTURE ITEMS Mayor Muir has spoken with the Sullivan family about the Senior Center and stated they would like the City to forward a copy of the deed and proposal. The Council agreed that this item should be included on a future agenda for discussion. 14 Item 5. City Council Minutes 08-19-2024 Page 6 of 6 Councilmember Barrett requested a future work session item to discuss the Farmer’s Market. City Manager Noblitt reminded the Council of the Work Session scheduled for August 30th. INFORMATIONAL ITEMS 10. Republic Services Report June 2024 11. Financial Reports May 2024 and June 2024 12. Disbursements Reports June 2024 and July 2024 ADJOURN There being no further business, Mayor Muir adjourned the meeting at 7:42 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 15 Item 5. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Ronnie Grace, Director of Electric AGENDA ITEM: Consideration and possible action on purchasing a 2025 Chevrolet 3500 HD Crew Cab from Caldwell Country Chevrolet and a 9’ body from General Truck Body and authorizing the City Manager to execute the agreements and all necessary documents. SUMMARY:  This vehicle will be replacing a 2005 Chevrolet 3500 HD.  Purchases are being made via BuyBoard Bid 724-23.  This is a budgeted Capital item.  Current prices are $59,618.00 (Caldwell Country Chevrolet) and $34,814.00 (General Body). FISCAL INFORMATION: Budgeted: Yes Amount: $ 94,432.00 GL Account: 008-58-6130 RECOMMENDED MOTION OR ACTION: Staff recommends approval ATTACHMENTS:  City Council Communication  Caldwell Country Chevrolet Quote  General Body Quote 16 Item 6. End User:Caldwell Rep: Contact:Phone: Phone/email:Date: Product Description: email:ben@caldwellcountry.com A.Bid Series:18 52,818.00$ B.Published Options [Itemize each below] Code Bid Price Code Bid Price CK31043 INCL INCL INCL INCL AZ3 INCL INCL GT4 INCL INCL H2G INCL INCL L8T INCL INCL MKM INCL PCV INCL 9L3 INCL 5N5 INCL C.Unpublished Options [Itemize each below, not to exceed 25%]$=0.0 % Bid Price COLOR / DELIVERY -$ D.Registration, Inspection, Paperwork, Postage cost, Courthouse time, & Runner time:-$ E.UPFITTERS:GENERAL Q147548 34,814.00$ F.Manufacturer Destination/Delivery: G.Floor Plan Interest (for in-stock and/or equipped vehicles):6,400.00$ H Lot Insurance (for in-stock and/or equipped vehicles):-$ I.Contract Price Adjustment:-$ J.Additional Delivery Charge:miles -$ K.Subtotal:94,032.00$ L.Quantity Ordered 1 x K =94,032.00$ M.Trade in: N.400.00$ O.TOTAL PURCHASE PRICE WITH BUYBOARD FEE 94,432.00$ BUYBOARD FEE PER PURCHASE ORDER FLOOR COVERING VINYL TRANS 10-SPEED AUTOMATIC WT CONVENIENCE PACKAGE Disclaimer Total of B. Published Options: Options GAZ-SUMMIT WHITE / 2025MY FACTORY ORDER Q4 2024 Total of C. Unpublished Options: **PRICES/QUOTES ARE VALID FOR THIRTY (30) DAYS DUE TO SUPPLY CHAIN CONSTRAINTS. RE-VERIFY PRICING BEFORE ISSUING A PURCHASE ORDER. COMMODITY SURCHARGES MAY APPLY AFTER A PURCHASE ORDER IS ISSUED** MPIERCY@SANGERTEXAS.ORG Options 2025 CHEVROLET 3500HD CREW CAB GLASS, DEEP TINTEDREAR AXLE, 3.73 RATIO POWER WINDOW/LOCK SPARE TIRE DELETE JET BLACK, VINYL SEAT TRIM ENGINE 6.6L V8 GAS REAR CAMERA KIT CALDWELL COUNTRY CHEVROLET A. Base Price: CRUISE CONTROL DEFOGGER, REAR WINDOW MEGHANN PIERCY 800 HWY. 21 E. CALDWELL, TEXAS 77836 BUYBOARD BID 724-23 CITY OF SANGER 4WD CC 177"WB/60" CA SEATS, FRONT 40/20/40 CHEVROLET 3500HD CHASSIS CAB BEN LAUREANO QUOTE# 71124 DUAL REAR WHEELS Options 979-567-6155 Thursday, July 11, 2024 17 Item 6. 18 Item 6. 19 Item 6. 20 Item 6. 21 Item 6. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of lots 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C of Lakeside Estates Addition, being 68.028 acres described as A0790A C. MANCHACA, TR 5A, 6A, and 7A located in the City of Sanger’s ETJ, and generally located on the north side of McReynolds Road approximately 120 feet northeast of the intersection of McReynolds Road and FM 455. SUMMARY:  The applicant is proposing to create 23 single-family lots and 3 open-space lots.  The lots will range in size from 2.0 acres to 3.08 acres.  The properties will be served with on-site septic and a well for water.  There is one existing house currently located on the site.  The property is located in the City of Sanger ETJ.  Planning & Zoning recommended APPROVAL on 4-8-2024. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Final Plat Application Letter of Intent 22 Item 7. 750730 750735 750729 167619 132517 746928 746922 746926 746924 0 59267 562094 528565 528567 59228 266029 216872 59245 530283 528568 528569 268911 698572 528571 528566 285221 59228 59206 Denton CAD Web Map Parcels Roads 7/6/2023, 11:42:59 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 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. 23 Item 7. DHALIWAL PARTNERS, LTD. DOC.# 2009-95156 O.P.R.D.C.T. DHALIWAL PARTNERS, LTD. DOC.# 2009-95156 O.P.R.D.C.T. "TRACT 1" ROGER HENNEN & WIFE, CONNIE HENNEN DOC.# 2008-11301 O.P.R.D.C.T. "TRACT 2" ROGER HENNEN & WIFE, CONNIE HENNEN DOC.# 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC.# 2020-10250 O.P.R.D.C.T. NICHOLAS DEMORE & CATHARINE DEMORE DOC.# 2016-161119 O.P.R.D.C.T. CAUBLE ENTERPRISES VOL. 694, PG. 577 D.R.D.C.T. LOT 2R, BLOCK A O'DELL ADDITION DOC.# 2019-71, P.R.D.C.T. LOT 1R1, BLOCK A O'DELL ADDITION DOC.# 2019-71, P.R.D.C.T. LOT 1, BLOCK A SBRC ADDITION DOC.# 2019-72, P.R.D.C.T. SBRC PROPERTIES, LLC DOC.# 2014-91283 O.P.R.D.C.T. LOT 1R, BLOCK A SADAU ADDITION DOC.# 2013-10 P.R.D.C.T. LOT 2R, BLOCK A SADAU ADDITION DOC.# 2010-82 P.R.D.C.T. LOT 3R, BLOCK A SADAU ADDITION DOC.# 2010-82 P.R.D.C.T. LOT 4, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 5, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 6, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 7, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LO T 8 , B L O C K A SA D A U A D D I T I O N CA B . X , S L I D E 9 5 9 P. R . D . C . T . LO T 9 , B L O C K A SA D A U A D D I T I O N CA B . X , S L I D E 9 5 9 P. R . D . C . T . UNITED STATES OF AMERICA LAKE RAY ROBERTS U.S.A. FEE TRACT 147 VOL. 5, PG. 727, U.S. COURT MINUTES AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T. N 0 1 ° 2 3 ' 1 3 " W 2 1 5 4 . 8 0 ' N89°48'23"W 547.06' S88°52'40"W 91.01'S72°31'56"W 228.19' N13°45'44"W 98.90' N88°41'53"E 666.82' N 0 0 ° 3 7 ' 3 7 " W 4 5 6 . 9 4 ' N88°53'46"E 1104.96'N88°56'51"E 706.65'N88°20'48"E 650.68' S11°58'16"E 167.26' S61°06'38"E 201.89' S 3 2 ° 2 4 ' 3 3 " E 6 9 6 . 7 1 ' S12°23'06"W 283.05' S88°45'17"W 508.83' S01°14'43"E 1529.72' S88°40'15"W 60.05' N01°14'54"W 1529.52' S88°41'03"W 579.63' S 0 1 ° 1 3 ' 4 3 " E 5 0 8 . 7 5 ' S 0 1 ° 1 7 ' 5 2 " E 1 0 1 9 . 7 1 ' S88°08'46"W 60.00' N 0 1 ° 1 7 ' 5 2 " W 1 5 2 8 . 4 5 ' S88°08'48"W 742.21' N 0 1 ° 1 7 ' 5 2 " W 5 5 7 . 9 0 ' S88°08'48"W 743.08' S 0 1 ° 2 3 ' 1 3 " E 2 0 0 1 . 6 7 ' S46°33'46"E 84.59' S88°15'42"W 120.00' MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) ASPHALT PAVEMENT F.M. 455 (NO ROW DOCUMENT FOUND) LOT 12, BLOCK A 2.057 ACRES 89,599 SQ. FT. LOT 11, BLOCK A 2.105 ACRES 91,697 SQ. FT. LOT 10, BLOCK A 2.000 ACRES 87,138 SQ. FT. LOT 9, BLOCK A 2.000 ACRES 87,138 SQ. FT. LOT 8, BLOCK A 7.402 ACRES 322,425 SQ. FT. LOT 7, BLOCK A 3.075 ACRES 133,954 SQ. FT. LOT 6, BLOCK A 2.300 ACRES 100,181 SQ. FT. LOT 5, BLOCK A 2.150 ACRES 93,657 SQ. FT. LOT 4, BLOCK A 2.217 ACRES 96,587 SQ. FT. LOT 3, BLOCK A 2.278 ACRES 99,212 SQ. FT. LOT 2, BLOCK A 2.026 ACRES 88,246 SQ. FT. LOT 1, BLOCK A 2.004 ACRES 87,280 SQ. FT. LOT 1, BLOCK B 2.048 ACRES 89,192 SQ. FT. LOT 2, BLOCK B 2.149 ACRES 93,626 SQ. FT. LOT 3, BLOCK B 2.039 ACRES 88,817 SQ. FT. LOT 4, BLOCK B 2.010 ACRES 87,559 SQ. FT. LOT 1, BLOCK C 2.013 ACRES 87,695 SQ. FT. LOT 2, BLOCK C 2.157 ACRES 93,950 SQ. FT. LOT 3, BLOCK C 2.001 ACRES 87,158 SQ. FT. LOT 4, BLOCK C 2.004 ACRES 87,292 SQ. FT. LOT 5, BLOCK C 2.002 ACRES 87,221 SQ. FT. LOT 6, BLOCK C 2.001 ACRES 87,163 SQ. FT. LOT 7, BLOCK C 2.000 ACRES 87,128 SQ. FT. LOT 5X, BLOCK B 2.110 ACRES 91,912 SQ. FT. FIRE ACCESS ROAD EASEMENT (BY THIS PLAT) HILLSIDE DRIVE (60' ROW) HI L L S I D E D R I V E (6 0 ' R O W ) SUNRISE DRIVE (60' ROW) SU N R I S E D R I V E (6 0 ' R O W ) ME G A V I E W D R I V E (6 0 ' R O W ) (6 0 ' M I N I M U M R O W / R O W V A R I E S ) M E G A V I E W D R I V E ( 6 0 ' R O W ) LOT 8X, BLOCK C 2.881 ACRES 125,512 SQ. FT. FIRE ACCESS ROAD EASEMENT (BY THIS PLAT) LOT 13X, BLOCK A 2.881 ACRES 125,512 SQ. FT. VARIABLE WIDTH DRAINAGE EASEMENT (BY THIS PLAT) LOT LOTLOT STREET (60' ROW) FINAL PLAT LAKESIDE ESTATES LOTS 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C (3 TOTAL HOA/OPEN SPACE LOTS) 68.028 ACRES SITUATED IN THE C. MANCHACA SURVEY, ABSTRACT #790 8.070 ACRES DEDICATED AS PUBLIC RIGHT-OF-WAY CITY OF SANGER, EXTRATERRITORIAL JURISDICTION DENTON COUNTY COUNTY, TEXAS PREPARED FEBRUARY 13, 2024 STATE OF TEXAS § COUNTY OF DENTON § WHEREAS AUSTIN LANDS, LLC is the owner of a tract of land out of the C. Manchaca Survey, Abstract Number 790, in Denton County, Texas, said tract being conveyed by deed to Austin Lands, LLC as recorded under Document Number 2023-11966, Official Public Records, Denton County, Texas, (O.P.R.D.C.T.) and being previously described as all of “Tract 1” and “Tract 2” of that tract of land described by deed to Ryan G. Williams and Amber N. Williams as recorded under Document Number 2017-151962, (O.P.R.D.C.T.), the subject tract being more particularly described by metes and bounds as follows (bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD 83')): BEGINNING at a 1/2 inch rebar with an illegible cap for the southernmost southwest corner of said “Tract 1” and the herein described tract; THENCE with the perimeter and to the corners of said Tract 1, the following calls: 1.North 01 degrees 23 minutes 13 seconds West, a distance of 2,154.80 feet to a 3 inch metal fence corner post found; 2.North 89 degrees 48 minutes 23 seconds West, a distance of 547.06 feet to a 1/2 inch rebar found; 3.South 88 degrees 52 minutes 40 seconds West, a distance of 91.01 feet to a 1/2 inch rebar with an illegible cap found; 4.South 72 degrees 31 minutes 56 seconds West, a distance of 228.19 feet to a point from which an 11 inch hackberry serving as a corner for a wire fence bears South 25 degrees West, a distance of 0.70 feet; 5.North 13 degrees 45 minutes 44 seconds West, a distance of 98.90 feet to a point from which a T-post fence corner found bears North 26 degrees West, a distance of 3.70 feet; 6.North 88 degrees 41 minutes 53 seconds East, a distance of 666.82 feet to a point from which a 3 inch metal fence corner post found bears South 64 degrees West, a distance of 1.11 feet; 7.North 00 degrees 37 minutes 37 seconds West, a distance of 456.94 feet to a point from which a 3 inch metal fence corner post found bears South 01 degrees West, a distance of 1.50 feet; 8.North 88 degrees 53 minutes 46 seconds East, a distance of 1,104.96 feet; 9.North 88 degrees 56 minutes 51 seconds East, a distance of 706.65 feet to a point for the northeast corner of said “Tract 1”, same being the northwest corner of said “Tract 2”; THENCE with the perimeter and to the corners of said “Tract 2”, the following calls: 1.North 88 degrees 20 minutes 48 seconds East, a distance of 650.68 feet to a United State Army Corp of Engineers concrete monument found; 2.South 11 degrees 58 minutes 16 seconds East, a distance of 167.26 feet to point from which a 5 inch wood post found bears North 65 degrees East, a distance of 1.29 feet; 3.South 61 degrees 06 minutes 38 seconds East, a distance of 201.89 feet to a 1/2 inch rebar with cap stamped, “METROPLEX” found; 4.South 32 degrees 24 minutes 33 seconds East, a distance of 696.71 feet to a point from which a 7 inch wood post found bears North 47 degrees West, a distance of 0.54 feet; 5.South 12 degrees 23 minutes 06 seconds West, a distance of 283.05 feet to a 1/2 inch rebar with cap stamped, “H&N” found; 6.South 88 degrees 45 minutes 17 seconds West, a distance of 508.83 feet to a point from which a nail found in a 4 inch wood post bears South 03 degrees East, a distance of 0.86 feet; 7.South 01 degrees 14 minutes 43 seconds East, a distance of 1,529.72 feet to a “PK” nail found in asphalt; 8.South 88 degrees 40 minutes 15 seconds West, a distance of 60.05 feet to a “PK” nail found in asphalt; 9.North 01 degrees 14 minutes 54 seconds West, a distance of 1,529.52 feet to a 1/2 inch rebar with an illegible cap found; 10.South 88 degrees 41 minutes 03 seconds West, a distance of 579.63 feet to a 1/2 inch rebar with an illegible cap found for the westernmost southwest corner of said “Tract 2”, same being a re-entrant corner of said “Tract 1”; THENCE with the perimeter and to the corners of said “Tract 1”, the following calls: 1.South 01 degrees 13 minutes 43 seconds East, a distance of 508.75 feet to a 1/2 inch rebar found; 2.South 01 degrees 17 minutes 52 seconds East, a distance of 1,019.71 feet to a “PK” nail found in asphalt; 3.South 88 degrees 08 minutes 46 seconds West, a distance of 60.00 feet to a “PK” nail found in asphalt; 4.North 01 degrees 17 minutes 52 seconds West, a distance of 1,528.45 feet to a 1/2 inch rebar found; 5.South 88 degrees 08 minutes 48 seconds West, a distance of 742.21 feet to a point from which a wood post found bears North 49 degrees East, a distance of 1.01 feet; 6.North 01 degrees 17 minutes 52 seconds West, a distance of 557.90 feet to a point from which a 5 inch wood post found bears South 06 degrees West, a distance of 0.81 feet; 7.South 88 degrees 08 minutes 48 seconds West, a distance of 743.08 feet to a point from which a 3 inch metal post found bears South 31 degrees East, a distance of 0.59 feet; 8.South 01 degrees 23 minutes 13 seconds East, a distance of 2,001.67 feet to a 1/2 inch rebar with an illegible cap found; 9.South 46 degrees 33 minutes 46 seconds East, a distance of 84.59 feet to a 1/2 inch rebar with an illegible cap found; 10.South 88 degrees 15 minutes 42 seconds West, a distance of 120.00 feet, returning to the POINT OF BEGINNING and enclosing 68.028 acres (2,963,298 square feet) of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT AUSTIN LANDS, LLC does hereby adopt this final plat designated herein as LAKESIDE ESTATES, LOTS 1-12 & LOT 13X, BLOCK A; LOTS 1-4 & LOT 5X, BLOCK B; AND LOTS 1-7 & LOT 8X, BLOCK C, er 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 the__________ day of____________________________, 20___________. AUSTIN LANDS, LLC (OWNER)____________________________ (authorized signatory/title) STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____. ___________________________________ Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATE This is to certify that I, John H. Barton III, a Registered Professional Land Surveyor of the State of Texas, have prepared this map from an actual survey on the ground, and that this map correctly represents that survey made by me or under my direction and supervision. _____________________________ John H. Barton III, RPLS# 6737 STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____. ___________________________________ Notary Public in and for the State of Texas VICINITY MAP - NOT TO SCALE SITE POINT OF BEGINNING LEGEND OF ABBREVIATIONS ·D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS ·P.R.D.C.T.PLAT RECORDS, DENTON COUNTY, TEXAS ·O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS ·DOC.#DOCUMENT NUMBER ·C.M.CONTROLLING MONUMENT ·SQ. FT.SQUARE FEET ·ROW RIGHT OF WAY ·CRS CAPPED REBAR SET P:\Survey\001 - Kirkman Engineering\2022\293 - Sanger 68\Drawings SURVEYOR'S NOTES: 1.Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83), distances are surface with a combined scale factor of 1.00015063. 2.This property lies within Zone "X" of the Flood Insurance Rate Map for Denton County, Texas and Incorporated Areas, map no. 481210230G, with an effective date of April 18, 2011, via scaled map location and graphic plotting. 3.Monuments are found unless specifically designated as set. 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-488-4960 Contact: Jeremy Nelson DRAWN:BCS CHECKED:JHB TABLE OF REVISIONS DATE SUMMARY DENTON COUNTY TEXAS SANGER 68 JOB NO.2022.001.293 PLAT NOTES 1)All lots comply with the minimum size requirements of the zoning district. 2)This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3)All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed and approved by the City. 4)Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. 5)This plat does not alter or remove existing deed restrictions, if any, on this property. 6)Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 7)The subject property does not lie within a 100 – year floodplain according to Community Panel No. 481210230G, date April 18, 2011, of the National Flood Insurance Rate Maps for Denton County, Texas. 8)The purpose of the plat is to subdivide the subject tract for future development. 9)Bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83). SCALE: 1" = 200' 200'0 100'200'400' CERTIFICATE OF APPROVAL CITY OF SANGER APPROVED AND ACCEPTED ____________________________________________________ CHAIRMAN, PLANNING & ZONING COMMISSION DATE CITY OF SANGER ____________________________________________________ MAYOR, CITY OF SANGER DATE ____________________________________________________ CITY SECRETARY, CITY OF SANGER DATE CERTIFICATE OF APPROVAL DENTON COUNTY REVIEWED AND APPROVED ON _________________ _______________________________________ COUNTY JUDGE, DENTON COUNTY, TEXAS SHEET: 1 OF 1 ENGINEER/PREPARER SURVEYOR BARTON CHAPA SURVEYING 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-864-1957 info@bcsdfw.com TBPLS Firm #10194474 OWNER AUSTIN LANDS, LLC 803 WEST SOUTHLAKE BOULEVARD, STE. 100 SOUTHLAKE, TX 76092 PH.:312.206.8673 TYPICAL LOT EASEMENT DETAIL UNLESS OTHERWISE NOTES DETAIL NOT TO SCALE 24 Item 7. 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 / / X Jeremy B. Nelson, PE Kirkman Engineering, LLC 5200 State Highway 121 Colleyville, TX 76034 817-488-4960 N/A jeremy.nelson@trustke.com Ramesh Raavi 312-206-8673 ramesh@sr3systems.com N/A Austin Lands, LLC 803 W. Southlake Blvd. Suite 100 Southlake, TX 76092 04 03 2023 03/13/2024 03/13/2024 DocuSign Envelope ID: D933B0AF-13E1-4B87-AC06-4BE875276121 25 Item 7. KIRKMAN ENGINEERING :: 5200 State Hwy 121 Colleyville, TX 76034 Ph: 817-488-4960 :: TBPE Firm#15874 Page 1 of 1 Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 PH 817.488.4960 Ramie Hammonds Director/Building Official City of Sanger Development Services 201 Bolivar Street Sanger, TX 76266 March 13, 2024 RE: Lakeside Estates Final Plat Letter of Intent Dear Mr. Hammonds, Please let this document serve as the letter of intent for the Lakeside Estates final plat submittal. The proposed development is located on a 68.028-acre tract of land near the intersection of F.M. 455 and McReynolds Road and comprises of 23 single family lots along with 3 open space lots. The tract of land is situated in the C. Manchaca Survey, Abstract #790 Denton County, Texas. The subdivider of this development is Austin Lands, LLC located at 803 W Southlake Boulevard, Suite 100, Southlake, Texas 76092. Kirkman Engineering will serve as the designated point of contact for future correspondence. We request that the final plat be reviewed and considered by the appropriate approval body. Thank you, Jeremy Nelson, P.E. Jeremy.nelson@trustke.com (817)488-4960 26 Item 7. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Stephen Town Crossing, being approximately 120.133 acres of land described as REUBEN BEBEE SURVEY, ABSTRACT NO. 29, located in the City of Sanger, and generally located on the west side of Sanger Circle Addition and west of Montecristo Lane and Bridle Path Lane. SUMMARY:  The applicant is proposing to create 427 single-family lots and 5 open-space lots from 4 unplatted tracts.  This site is located on the west side of the Sanger Circle Addition and west of Montecristo Lane and Bridle Path Lane.  The lots have a minimum 60’ width and 100’ depth with a minimum sq footage of 6500 square feet.  The subdivision will be accessed through Sanger Circle via Joshua Drive, Legend Drive, Lake Park Drive, and Avion Drive.  This subdivision is zoned SF-10 and is compatible with Sanger Circle.  The property is located in the City of Sanger.  Planning & Zoning recommended approval 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 Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments Drainage Comments 27 Item 9. 258052678864 675577 238344 258053 258387238320 732357 238323 732359 257380238319 675573 675525678866 678855 1004127 1004059 1004150 1004106 1004134 1003982 1008437 1004126 1004159 1003995 732338 672756 732360 658070 672758 732362 257377 238338 658071 732355 75838 678847 732361 732336 238325 258054 257387 672757 732337 732339 258020 238348 238352 238312 258018 254194 678849 1004001 1004161 266024 732341732340 672759 251768 238340 675543 675562 675554 678874 678819 678850 678833 678860 678814 675578 675587 678816 678879 675586 675585 678862 675584 648069 672761 258046 675592 672781 672777 258044 733554 255194 733555 678831 258027 675559 675591 675551 648071 675528 675603 675532 750744 675534 678821 672786 255193 529147 529145 750742 744595 258049675540 658077 201512 258035 675572 672773 658076 258069 672780 678825 678841 678838 678844 678885 678845 1003935 132470 254193 1003945 1003971 1004075 1004085 1003950 1003988 1004040 1004025 1004026 1003929 1004043 1003962 1003976 1004044 1008019 962916 244842 1004073 1003957 132468135294 60286 73160 210367 60288 563636 60283 563634 82888 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 4:38:52 PM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 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. 28 Item 9. Δ Δ 70 4 6 9 0 690 6 9 2 6 9 0 68 8 68 8 694 6 9 4 6 9 0 7 0 4 7 0 6 70 4 68 2 68 0 6 8 0 680 68 2 69 0 69 6 68 2 67 6 68 6 6 8 2 29 Item 9. 7 1 8 7 1 6 7147 1 2 708 710 70 6 70 4 702 70 2 700 69 8 69 0 6 9 0 7 0 2 6 9 4 6 9 4 6 9 0 688 686 6 8 4 6 9 2 6 9 6 690 7 0 0 6 9 6 6 9 8 7 1 2 30 Item 9. 31 Item 9. “” “ ” “ ” “– ” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” 32 Item 9. 33 Item 9. 34 Item 9. 35 Item 9. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/29/24 1st REVIEW COMMENTS – Preliminary Plat – Stephens Town Crossing The request is for a Preliminary Plat of Stephens Town Crossing, being approximately 120.133 acres in the RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, prepared by JBI Partners INC., submitted on 07/17/24. 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. Right of Way acreage 2. The owner information does not match Denton CAD 3. Existing sewer and water main location. 4. Location of Fire Hydrants. 5. USPS postmaster-approved mailboxes. 6. The proposed build lines are not per zoning. Front and Rear are 25’, Side-yard are 8’ and side lots are 20’ side-yard setback. 7. Change the street names to existing streets not per the original plat. 8. No park areas called out. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 36 Item 9. July 31, 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: Stephen Town Crossing Addition Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Preliminary Plat for Stephen Town Crossing Addition. The submittal was prepared by JBI Partners, Inc. and was received July 18, 2024. 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. Please address all flood study comments provided in a separate letter. Preliminary Plat Comments 1. Minimum easement width is 15' per ordinance 10.105(5). 2. Based on the preliminary engineering plans, additional easements are required throughout the plat. See plat comments. 3. Clearly define easement boundaries. 4. Verify that USPS has approved the location of the mailboxes per ordinance 10.104(c)(11)(I). 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 Firm No. 0312 Attachments: Plat markups 37 Item 9. Δ Δ 70 4 6 9 0 690 6 9 2 6 9 0 68 8 68 8 694 6 9 4 6 9 0 7 0 4 7 0 6 70 4 68 2 68 0 6 8 0 680 68 2 69 0 69 6 68 2 67 6 68 6 6 8 2 Per the zoning Ordinance the minimum rear yard is 25' Per the zoning ordinance the side yard adjacent to the street is 20' 12'-3/4" Minimum easement width is 15' per ordinance 10.105(5) Minimum easement width is 15' per ordinance 10.105(5) Sewer Easement required per the preliminary sewer plan Sewer and Drainage easement Easement required per the preliminary sewer plan Sewer Easement required per the preliminary sewer plan also a Sewer Easement per the preliminary sewer plan Clarify easement boundaries Drainage easement per preliminary plan Drainage easement per preliminary plan Is this a proposed drainage ditch? no storm conduit per plan. Clarify Clearly define boundary 38 Item 9. 7 1 8 7 1 6 7147 1 2 708 710 70 6 70 4 702 70 2 700 69 8 69 0 6 9 0 7 0 2 6 9 4 6 9 4 6 9 0 688 686 6 8 4 6 9 2 6 9 6 690 7 0 0 6 9 6 6 9 8 7 1 2 Sewer easement required per the Preliminary sewer plan Drainage easement by separate instrument per preliminary drainage plan will a drainage easement be required for headwall installation and grading? 39 Item 9. 40 Item 9. “” “ ” “ ” “– ” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” use all applicable standard notation per ordinance 10.104(d)(10)(P) 41 Item 9. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 July 17, 2024 42 Item 9. Δ Δ 70 4 6 9 0 690 6 9 2 6 9 0 68 8 68 8 694 6 9 4 6 9 0 7 0 4 7 0 6 70 4 68 2 68 0 6 8 0 680 68 2 69 0 69 6 68 2 67 6 68 6 6 8 2 43 Item 9. 7 1 8 7 1 6 7147 1 2 708 710 70 6 70 4 702 70 2 700 69 8 69 0 6 9 0 7 0 2 6 9 4 6 9 4 6 9 0 688 686 6 8 4 6 9 2 6 9 6 690 7 0 0 6 9 6 6 9 8 7 1 2 44 Item 9. 45 Item 9. “” “ ” “ ” “– ” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” 46 Item 9. 50 . 0 ' R . O . W . 31 . 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 6 0 . 0 ' R . O . W . 3 7 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R . O . W . 31.0' B - B 50.0' R.O.W. 31.0' B-B 50.0' R . O . W . 31.0' B - B 60 . 0 ' R . O . W . 37 . 0 ' B - B SAWCUT CURB & GUTTER & CONNECT TO EXISTING AVION DRIVE SAWCUT CURB & GUTTER & CONNECT TO EXISTING AVION DRIVE SAWCUT & REMOVE APPROX. 207 SY OF EXISTING STAGECOACH TRAIL CONCRETE PAVEMENT THEN CONNECT. 50.0' R.O.W. 31.0' B-B 50.0 ' R . O . W . 31.0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50 . 0 ' R . O . W . 31 . 0 ' B - B R5 0 ' 50.0' R.O.W. 31.0' B-B R 5 0 ' CONSTRUCT STREET HEADER AT NORTHERN PROPERTY LINE FOR FUTURE EXTENSION NORTH. 50.0' R.O.W. 31.0' B-B PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 2.02 47 Item 9. 50.0' R.O.W. 31.0' B-B 50.0 ' R . O . W . 31.0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50.0 ' R . O . W . 31.0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 60.0' R . O . W . 37.0' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50. 0 ' R . O . W . 31. 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50 . 0 ' R . O . W . 31 . 0 ' B - B 80. 0 ' R . O . W . 25. 0 ' B - B 25. 0 ' B - B 80 . 0 ' R . O . W . FU T . 2 5 . 0 ' B - B FU T 2 5 . 0 ' B - B CONNECT TO EX. STREET HEADER AT JOSHUA DRIVE THAT WAS BUILT WITH SANGER CIRCLE PHASE 4. EXISTING LEGEND DRIVE STREET STUB BUILT WITH SANGER CIRCLE PHASE 4 TO REMAIN. NO STREET CONNECTION WITH PROPOSED STEPHENS TOWN CROSSING DEVELOPMENT. R50' R 5 0' 50.0' R . O . W . 31.0' B - B R 5 0 ' CONSTRUCT BARRICADES AT STREET HEADER FOR BELZ ROAD ON BOTH THE EAST AND WEST SIDES OF THE STREET. BARRICADES TO REMAIN IN PLACE UNTIL BELZ ROAD IS EXTENDED. 50. 0 ' R . O . W . 31. 0 ' B - B END PAVEMENT FOR BELZ ROAD AT SOUTHERN PROPERTY LINE FOR FUTURE EXTENSION SOUTH TO CHAPMAN DRIVE CONSTRUCTION OF BELZ ROAD LANES WEST OF HOLLY ROAD INTERSECTION TO BE DELAYED UNTIL TIME OF RAILROAD CROSSING PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 02/01/2022 MATCHLINE SEE SHEET 2.01 48 Item 9. 50' ROW 31' B-B SAWED LONGITUDINAL DUMMY JOINT N.T.S. 5'15.0' R. O . W . R. O . W . 1' 3.5' 9.5' 1'5'15.0' 1' 3.5' 9.5' 1' 6" STANDARD CURB (TYP.) 4" PARABOLIC CROWN 5' CONCRETE SIDEWALK 6"-3600 P.S.I. COMPRESSIVE STRENGTH CONCRETE WITH NO. 3 BARS 18" O.C.E.W. OR NO. 4 BARS 24" O.C.E.W.6" LIME STABILIZED SUBGRADE (PERCENT AS PER CITY STD. OR IN ACCORDANCE WITH GEOTECHNICAL REPORT, WHICHEVER IS GREATER) 1 4"/FT.1 4"/FT N.T.S. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 5-FT WIDE - 4" THICK 3000 PSI REINFORCED CONCRETE WALK (TO BE CONST. BY BUILDER EXCEPT WHERE NOTED ON THE PLANS) 60' ROW 37' B-B SAWED LONGITUDINAL DUMMY JOINT N.T.S. 5' R. O . W . R. O . W . 1' 11.5' 5.5'5'18.5' 1' 5.5' 11.5' 1' 6" STANDARD CURB (TYP.) 5" PARABOLIC CROWN 5' CONCRETE SIDEWALK 6"-3600 P.S.I. COMPRESSIVE STRENGTH CONCRETE WITH NO. 3 BARS 18" O.C.E.W. OR NO. 4 BARS 24" O.C.E.W.6" LIME STABILIZED SUBGRADE (PERCENT AS PER CITY STD. OR IN ACCORDANCE WITH GEOTECHNICAL REPORT, WHICHEVER IS GREATER) 1 4"/FT.1 4"/FT 5-FT WIDE - 4" THICK 3000 PSI REINFORCED CONCRETE WALK (TO BE CONST. BY BUILDER EXCEPT WHERE NOTED ON THE PLANS) 1'18.5' R. O . W . R. O . W . 24.0' PAVEMENT 9.0' 40.0' 80-FT R.O.W. DEDICATION 12.0' MEDIAN24.0' PAVEMENT9.0' 40.0' 3.0'3.0'6.0'6.0' (2 TRAVEL LANES)(2 TRAVEL LANES) 0.5'0.5'0.5'0.5' 8"-3600 P.S.I. COMPRESSIVE STRENGTH CONCRETE WITH NO. 3 BARS 18" O.C.E.W. OR NO. 4 BARS 24" O.C.E.W.8" LIME STABILIZED SUBGRADE (PERCENT AS PER CITY STD. OR IN ACCORDANCE WITH GEOTECHNICAL REPORT, WHICHEVER IS GREATER) 6-FT WIDE - 4" THICK 3000 PSI REINFORCED CONCRETE WALK (TO BE CONST. BY BUILDER EXCEPT WHERE NOTED ON THE PLANS) 1 4"/FT1 4"/FT. 1'1' 1 4"/FT 1 4"/FT. 49 Item 9. PHASE 1 EX. 8" CITY OF SANGER WATER EX. 8" CITY OF SANGER WATER EX. 8" CITY OF SANGER WATER CONNECT PROP. 8" WATER TO EX. 8" WATER CONNECT PROP. 8" WATER TO EX. 8" WATER EX. 12" CITY OF SANGER WATER TO BE REMOVED AFTER PHASE 1 WATER IS COMPLETE TEMP. CONNECT PROP. 8" WATER TO EX. 12" WATER WITH PHASE 1 PHASE 3 PROP. 12" WATER TO BE BUILT WITH PHASE 3 EX. 12" CITY OF SANGER WATER CONNECT PROP. 12" WATER TO EX. 12" WATER ALONG STAGECOACH TRAIL EX. 12" CITY OF SANGER WATER TO BE REMOVED AFTER PHASE 3 WATER IS COMPLETE PROP. 12" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER TO BE BUILT WITH PHASE 1PROP. 8" WATER PROP. 12" WATER PROP. 12" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER CONNECT PROP. 8" WATER TO EX. 8" & EX. 12" WATER PHASE 3 PHASE 2 PHASE 1 PROP. 8" WATER STUB 8" WATER TO PROPERTY LINE FOR FUTURE CONNECTION TO NORTHERN TRACT CONNECT TO EX. 12" WATER EX. 12" CITY OF SANGER WATER TO BE REMOVED AFTER PHASE 3 WATER IS COMPLETE PROP. 8" WATER PROP. 12" WATER PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT MATCHLINE SEE SHEET 3.02 LEGEND 8" WATER LINE & VALVE 8" EX. WATER LINE & VALVE 12" WATER LINE & VALVE 12" EX. WATER LINE & VALVE FIRE HYDRANT 50 Item 9. CONNECT PROP. 8" WATER TO EX. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PHASE 2 PHASE 3 PHASE 2 PROP. 12" WATER EXTEND 12" WATER LINE ALONG BELZ ROAD TO SOUTHERN PROPERTY LINE FOR FUTURE CONNECTION. EXTEND 12" WATER LINE ALONG BELZ ROAD TO WESTERN PROPERTY LINE FOR FUTURE CONNECTION. PROP. 12" WATER PROP. 12" WATER PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 2.01 LEGEND 8" WATER LINE & VALVE 8" EX. WATER LINE & VALVE 12" WATER LINE & VALVE 12" EX. WATER LINE & VALVE FIRE HYDRANT 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 51 Item 9. PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWRPROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWRPROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR EXTEND SSWR TO NORTHERN PROPERTY LINE FOR FUTURE EXTENSION TO NORTHERN TRACTS. PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR LEGEND SANITARY SEWER LINE SANITARY SEWER MANHOLE PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 4.02 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 52 Item 9. PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR CONNECT PROP. 8" SSWR TO MANHOLE ON EXISTING 12" SSWR LINE PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR CONNECT PROP. 8" SSWR TO MANHOLE ON EXISTING 12" SSWR LINE EXISTING 12" SSWR EXISTING 12" SSWR EXISTING 12" SSWR EX. MH PROP. 8" SSWR PROP. 8" SSWR PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR LEGEND SANITARY SEWER LINE SANITARY SEWER MANHOLE PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 4.01 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 53 Item 9. EX. 12" SSWR TO REMAIN EX. 21" SSWR TO REMAIN EX. 27" SSWR TO REMAIN CITY OF SANGER EX. WWTP SITE APPROX. 5,070 LF OF EX. 15" SSWR TO BE UPSIZED TO A 27" SEWER PER CITY OF SANGER WWTP MASTERPLAN. SEE NOTES THIS PAGE FOR SUMMARY OF PROPOSED IMPROVEMENT. CHA P M A N D R I V E MA R I O N R O A D IN T E R S T A T E I - 3 5 W STEPHENS TOWN CROSSING (A1 & A2) PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 LAND USE ASSUMPTIONS ·Multifamily Person/Unit: 3.0 Unit Flowrate: 100 gal/person/day ·Single Family Residence Person/Unit: 3.0 Unit Flowrate: 100 gal/person/day ·Industrial Gal/Acre: 3,150 PEAKING FACTOR Harmans Equation PF = 1 + (14 / (1 + Population/1000)) PF = 1 + (14 / (1 + 4,511/1000)) PF = 2.6 >3 INFILTRATION Qi = (Unit Flowrate)*A/1000000 Qi ~ Flow in m.g.d. Unit Flowrate = 650 gal/acre/day A ~ Area (Ac.) Sewer Calculations NOTES: 1. Assumptions of future land use for all undeveloped areas that gravity sewer to the existing system were based upon the City of Sanger Future Land Use Map. UPGRADE OF EXISTING 15-INCH SEWER LINE to 27-INCH OPTION 1 Construct the up-sized 27-inch sewer line parallel to the existing15-inch sewer line and within the existing easement. OPTION 2 Replace the existing 15-inch sewer line with the 27-inch line in the same location by constructing the 27-inch line in segments while pumping existing flows around each segment of upsizing until complete. 54 Item 9. EX-A 72.89 209.92 EX-B 47.24 136.05 6 8 5 690 695 70 0 705 710 69 5 6 9 5 700 70 5 710 68 0 685 690 6 9 5 700 705 675 680 685 690 695 700 680 685 690 695 700 6 7 5 680 685 6 9 0 6 9 5 6 7 0 OS-1 73.90 212.83 LEGEND PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 DRAINAGE AREA NUMBER DRAINAGE AREA (ACRES) DRAINAGE 100 YR RUNOFF (CFS) PROPOSED DRAINAGE DIVIDE EXISTING 5' CONTOURS EXISTING 1' CONTOURS DIRECTION OF FLOW 561 560 Rational Method Q = C*I*A Q ~ Flow in c.f.s.(10-year Frequency) I ~ 10 yr. Intensity for Tc = 15 min (6.60 in./hr) Q ~ Flow in c.f.s.(100-year Frequency) I ~ 100 yr. Intensity for Tc = 15 min (9.60 in./hr) A ~ Area (Ac.) C ~ Coefficients of runoff : ·(0.55 - Single Family Residential) ·(0.30 - Existing Open Space) Drainage Design Theory for Proposed Conditions EX-1 25.25 74.23 55 Item 9. 6 8 0 6 8 5 6 9 0 6 9 5 6 9 5 69 5 70 0 7 0 0 70 0 7 0 5 7 0 5 6 8 0 6 8 5 6 9 0 69 5 695 695 70 0 70 0 700 70 5 7 0 5 70 5 710 710 7 1 0 71 0 69 5 70 0 70 5 A10-E 1.22 A10-G 1.12 A13-D 1.29 A10-D 1.10 A10-C 0.97 A10-A 1.72 A8 1.20 A10-B 1.48 A13-B 1.06 A20 1.04 C3 1.77 C2 1.41 B1-AN 1.54 B1-BN 1.19 C1 1.85 B2 1.32 B1-AS 1.52 B3 1.27 B1-BS 1.51 D8 0.95 D4 1.42 D2 1.02 F1-AN 1.02 F1-BN 1.33 A14 1.00 A-16 1.77 A9-A 0.84 D5 1.03 E1 1.32A9-E 2.06 A9-F 1.88 E2 1.31 A12 0.95 A18 1.26 D6 0.95 D7 0.78 D3 1.13 A21 1.45 A9-C 0.69 D1 1.51 A19 1.37 A10-H 1.75 A10-F 0.98 A17-D 1.15 A11 0.49 A15 1.38 A17-A 0.90 A17-C 1.30 A17-B 0.97 A13-C 1.31 A13-A 1.11 LEGEND PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 5.03 DRAINAGE AREA NUMBER DRAINAGE AREA (ACRES) PROPOSED DRAINAGE DIVIDE EXISTING 5' CONTOURS EXISTING 1' CONTOURS B1 2.80 561 560 Rational Method Q = C*I*A Q ~ Flow in c.f.s.(10-year Frequency) I ~ 10 yr. Intensity for Tc = 15 min (6.60 in./hr) Q ~ Flow in c.f.s.(100-year Frequency) I ~ 100 yr. Intensity for Tc = 15 min (9.60 in./hr) A ~ Area (Ac.) C ~ Coefficients of runoff : ·(0.55 - Single Family Residential) ·(0.30 - Existing Open Space) Drainage Design Theory for Proposed Conditions 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 56 Item 9. 6 8 0 6 8 5 6 9 0 685 690 69 5 70 0 70 5 680 685 685 685 690 695 700 705 6 7 5 68 0 6 8 5 6 9 0 69 5 7 0 0 6 7 5 6 8 0 685 69 0 69 5 700 A8 1.20 A6 1.34 A5-AW 1.63 A4-AW 1.53 1.02 F1-AN 1.02 F1-BN 1.33 F1-AS 0.83 F1-BS 0.25 H1-AN 0.82 I2 1.01 J1-AE 0.25 J1-BE 0.58 A14 1.00 A9-A 0.84 A9-D 0.79 E1 1.32A9-E 2.06 A9-F 1.88 E2 1.31 A7-D 0.94 A7-F 1.34 A7-B 1.34 A7-C 1.14 G1 1.33 A3-C 0.76 I1 1.07 A3-B 1.31 I4 1.24 A5-AE 1.68 J1-AW 1.31 A4-AE 1.88 G2 1.22 A2-C 0.22 A7-A 1.22 A9-B 0.89 A7-E 1.17 A12 0.95 A2-B 0.25 A1-AW 0.54 A9-C 0.69 A3-A 0.43 A3-D 0.95 I3 1.02 J1-BW 2.30 A1-BE 0.21 A1-AE 1.33 K1 0.27 K2 0.23 A2-D 0.22 A2-A 0.22 L2 0.20 L1 0.18 A1-BW 1.24 H1-AS 1.17 H1-BS 1.34 H1-BN 0.32 PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 5.02 LEGEND DRAINAGE AREA NUMBER DRAINAGE AREA (ACRES) PROPOSED DRAINAGE DIVIDE EXISTING 5' CONTOURS EXISTING 1' CONTOURS B1 2.80 561 560 Rational Method Q = C*I*A Q ~ Flow in c.f.s.(10-year Frequency) I ~ 10 yr. Intensity for Tc = 15 min (6.60 in./hr) Q ~ Flow in c.f.s.(100-year Frequency) I ~ 100 yr. Intensity for Tc = 15 min (9.60 in./hr) A ~ Area (Ac.) C ~ Coefficients of runoff : ·(0.55 - Single Family Residential) ·(0.30 - Existing Open Space) Drainage Design Theory for Proposed Conditions 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 57 Item 9. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 58 Item 9. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 59 Item 9. TYPE III (16) TYPE III (16) TYPE III (16) TYPE III (16) TYPE IV (13) TYPE III (16) TYPE III (14) TYPE I (8) TYPE III (15) TYPE III (15) TYPE II (10) TYPE II (10) TYPE III (14) TYPE III (14) TYPE III (16)TYPE III (15) TYPE III (15) TYPE I (9) TYPE III (16) TYPE III (15) TYPE II (12) TYPE III (14) TYPE IV (13) TYPE IV (13) TYPE IV (13) TYPE IV (13) TYPE III (14) TYPE IV (13) TYPE II (12) TYPE II (12) TYPE II (12) TYPE I (8)PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 LEGEND CLUSTER BOX LOCATION NOTE: ·ALL CLUSTER BOXES TO BE INSTALLED PER USPS INSTALLATION GUIDE & PLANNING STANDARDS. ·CLUSTER BOX LOCATION TO NOT CONFLICT WITH ANY PUBLIC UTILITIES. TYPE (XXX) (XX) CLUSTER BOX TYPE (PER USPS) (# OF HOMES) AREA DELINEATION FOR CLUSTER BOX Verify that these locations are USPS Postmaster approve per ordinance 10.104(c)(11)(I) 60 Item 9. July 30, 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: Stephens Town Crossing Drainage Study -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. (Halff) was requested by the City of Sanger to review the drainage study in support of the preliminary plat and engineering plans for the Stephen Town Crossing development located near the intersection of I.H. 35 and FM 455. The subject tract is located within the City of Sanger limits. The drainage study submittal was prepared by Hydrolink Engineering and dated July 2024. We have completed our review and offer the following comments. Please address comments on attached markups and in the Drianage Study 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. Please note, an accepted drainage study is required prior to plans acceptance. Additional comments may be added when more data is submitted for review. Drainage Study 1. Please include summary of modeling and methodology for hydrologic and hydraulic analyses. 2. Please include calculations for existing and proposed drainage areas. 3. Please include supporting hydrologic and hydraulic models to support this analysis and results. 4. Please increase extent of drainage area maps. 5. Please note detention/retention ponds must be designed in accordance with City if Sanger ordinance 10.106.d.10. 6. Please provide additional detail for the proposed ponds: a. Pond Layout details b. Pond must have 1-ft of freeboard for the 100-year storm event and 2-ft sediment storage c. Outfall design and proposed discharge d. Elevation vs Storage table 7. Increase in water surface elevations and/or floodplain width will not be allowed. 61 Item 9. Ramie Hammonds City of Sanger July 30, 2024 Page 2 If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3953. Sincerely, HALFF TBPELS Firm No. 312 Parker C. Moore, P.E., CFM Attachments:  Plans markups 62 Item 9. 2121 Midway Road Suite 310 Carrollton, Texas 75006 TBPE No. F-16629 T.972.738.6111 M:\Projects\JBI\FOR005-Sanger\For JBI\FOR005-PRELIM Technical Memo.docx July 17, 2024 Christopher Wall JBI Partners, Inc. RE: Technical Memo Stephens Town Crossing HLE Job No. JBIFOR005 Dear Mr. Wall: HydroLink Engineering, LLC. (HLE) has been retained by JBI Partners, Inc. to provide this technical memo for the proposed Stephens Town Crossing development in the City of Sanger. This letter is intended to document the modeling of the floodplain and detention analysis for the proposed development draining to Ranger Branch Tributary 4. Two separate hydrologic scenarios were prepared for this study. The first model represents the onsite pre-project condition. An additional model represents the onsite post-project condition. Both scenarios consider the offsite land use in the existing condition. These two scenarios are intended to analyze the influence that the proposed development will have on peak discharges in Ranger Branch Tributary 4. Runoff from the project site discharges onto the downstream property owner at two locations: junction J-B in the southwest corner of the site, and junction J-H in the southeast corner of the site. See the attached Detention Workmap for the location of both flow comparison locations. In order to ensure that the peak flows at junction J-B are decreasing from pre- to post-project, two ponds with an equalizer pipe between them are proposed at the southwest corner of the site. Both ponds are proposed to have a normal pool elevation of 672.0, and they are to outfall into an existing ditch through 1 - 12’x4’ RCB or similar. In order to detain the peak flows at junction J-H, three wet ponds and two road crossings are proposed along Ranger Branch Tributary 4. The existing wet pond upstream of the site was built as part of the Sanger Circle Phase 6 development in June 2019. This pond is proposed to be improved by extending the normal pool further south to the Stagecoach Trail road crossing. The Stagecoach Trail road crossing is proposed to have 3-7’x3’ RCB’s. Downstream of the crossing is a 5’ tall drop structure which ties the channel in to the second wet pond. This pond is proposed to have a normal pool elevation of 684.0’. Downstream of this pond is a second 4’ tall drop structure which ties the second wet pond into the third wet pond. The third wet pond has a normal pool elevation of 680.0’ and discharges into the culverts under Joshua Drive. Construction on the Joshua Drive crossing began with the Sanger Circle development but was 63 Item 9. Page 2 M:\Projects\JBI\FOR005-Sanger\For JBI\FOR005-PRELIM Technical Memo.docx not completed. The crossing currently has 3-5’x3’ RCB’s, but an additional 7’x3’ RCB is proposed as part of this development. The hydrologic modeling shows that by developing the site as detailed above, the 100-year peak flows decrease from pre- to post-project at junctions J-B and J-H. See the attached Detention Workmap for flow comparison tables as well as the location and details on each of the improvements. Also attached is a Floodplain Workmap which shows the pre- and post-project floodplain delineations along Ranger Branch Tributary 4. If you have any questions or comments, please contact me using the information provided below. Sincerely, HydroLink Engineering, LLC. Nicholas R. Grieco, PE, CFM 972-738-0255 Direct ngrieco@hydrolinkengineering.com Attachments: 1. Preliminary Detention Workmap 2. Preliminary 100-Year Floodplain Workmap - Please include summary of modeling methodology and calculations for hydrologic and hydraulic (method, software (if used), calculations, etc) analyses - Please include calculations table for existing and proposed drainage areas. Be sure to include all necessary input parameters (Tc, C, etc.) and supporting documentation. - Please include supporting hydrologic and hydraulic models to support this analysis and results. 64 Item 9. © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO HydroLink Engineering NOTES PROP. WET POND EXTENSION NORMAL POOL: 690.0 PROP. WET POND NORMAL POOL: 684.0 PROP. WET POND NORMAL POOL: 680.0 PROP. WET POND NORMAL POOL: 672.0 EQUALIZER PIPE OUTLET: 1-12'X4' RCB LEGEND DRAINAGE BASIN PROPERTY LINE POND NORMAL POOL FLOW COMPARISON POINT MAJOR CONTOUR MINOR CONTOUR J-A J-HJ-B PRELIMINARY FOR REVIEW ONLY STAGECOACH TRAIL JOSHUA DRIVE AVION DRIVE - Please include existing drainage area map and calculations to support results table below - Please include proposed drainage area map runoff calculations. - Please increase extent of drainage area map to include all drainage areas. - Please include supporting information for proposed retention ponds (required storage, elevation-volume curves, outfall configuration, etc) - Please note detention/retention ponds must be designed using the criteria outlined in City of Sanger ordinance 10.106.d.10. Provide supporting documentation to prove criteria is being met. 65 Item 9. © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO NOTES HydroLink Engineering LEGEND PRE-PROJECT 100 YR FLOODPLAIN (1% Annual Chance) POST-PROJECT 100 YR FLOODPLAIN (1% Annual Chance) FEMA EFFECTIVE 100 YR FLOODPLAIN (1% Annual Chance) STREAM CENTERLINE PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR CROSS SECTION NAME EX. 3-5'X3' RCB'S PROP. ADD 1-7'X3' RCB PROP. 3-7'X3' RCB PROP. WET POND EXTENSION NORMAL POOL: 690.0 PROP. WET POND NORMAL POOL: 684.0 PROP. WET POND NORMAL POOL: 680.0 PROP. DROP STRUCTURE PROP. DROP STRUCTURE PRELIMINARY FOR REVIEW ONLY STAGECOACH TRAIL JOSHUA DRIVE AVION DRIVE -What does the other light blue symbol represent? Not the centerline - Increases in water surface elevations will not be allowed. Increase in floodplain appears to occur outside project site. This is not allowed. 66 Item 9. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Sanger Business Addition, being approximately 2.07 acres of land described as JOSE MARIA RUIS SURVEY, ABSTRACT NO. 1066 RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, within the City of Sanger, generally located on the south of FM 455 approximately 248 feet west Sable Creek Boulevard. SUMMARY:  The applicant is proposing to create 2 Commercial Lots from 2 unplatted tracts.  Lot 1 is 1.01 acres and Lot 2 is 1.06 acres  The property is zoned B-2.  The development will have access from FM 455 west.  The property will be served by City of Sanger Water, Sewer, and Electric.  Planning & Zoning recommended approval 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 Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 67 Item 10. 281832 281821 281818 281820 281823 281822 1013216 60218 1017128 1002441 741720 268495 1019326 60322 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 5:18:26 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. 68 Item 10. C L C L C L C L C L 3 0 . 2 ' CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL C L C L C L C L C L C L C L C L S A B L E C R E E K B O U L E V A R D 8 0 ' R I G H T O F W A Y C A B . W , P G . 3 6 9 , P . R . D . C . T . REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2023-10065 O.R.D.C.T. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182757.0 E:2375660.9 ELEV:664.6' 6 7 8 6 7 7 6 7 6 6 7 5 67 4 6 7 3 6 7 2 67 1 670 6 7 0 6 6 9 6 6 8 6 6 7 66 6 673 6 7 2 6 7 1 6 7 0 6 6 9 6 6 8 674 6 7 3 67 5 6 7 6 677 678 679 680 6 7 4 6 7 3 6 7 2 6 7 1 6 7 0 66 9 66 8 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182741.5 E:2376360.8 ELEV:678.7' TBM MAG NAIL N:7183206.0 E:2376365.1 ELEV:681.2' LOT 1 BLOCK A 1.06 ACRES 46,000 SQ. FT. LOT 2 BLOCK A 1.01 ACRES 44,000 SQ. FT. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., KUMAR MAINALI, AND RAMESH SAPKOTA DOC. NO. 2023-45774 O.R.D.C.T. FARM T O M A R K E T R O A D N O . 4 5 5 VARIA B L E W I D T H R I G H T O F W A Y SSMH-RIM=676.9' FL-12"PVC=664.7' (NE) FL-12"PVC=664.6' (SW) SSMH-RIM=670.1' FL-12"PVC=662.8' (NE) FL-12"PVC=662.8' (SW) POB COSERV ELECTRIC EASEMENT DOCUMENT NO. 2018-82696, O.R.D.C.T. DRAI N A G E E A S E M E N T UNKN O W N R E C O R D I N G I N F O R M A T I O N AS S C A L E D F R O M P L A T R E C O R D E D I N CAB. W , P G . 3 6 9 , P . R . D . C . T . PARCE L 1 2 4 - 1 . 0 8 5 4 A C R E S STATE O F T E X A S DOCUM E N T N O . 2 0 1 8 - 1 3 1 5 9 9 , O.R.D.C. T . 1/2" CIRF "TXDOT" 1/2" CIRF "TXDOT" 50.24' 206.88 ' S 69°1 1 ' 3 0 " W 2 5 7 . 1 2 ' S 2 5 ° 5 1 ' 0 4 " E 2 2 2 . 3 5 ' N 69°1 1 ' 3 0 " E 2 5 7 . 1 9 ' N 2 0 ° 4 8 ' 3 0 " W 2 2 2 . 3 5 ' CIRS N:7183132.21 E:2376117.55 CIRS N:7182778.45 E:2375829.64 CIRS CIRS CIRS 206.88 ' 50.31' S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' C1 C2 C3 POC S 77°5 7 ' 1 0 " E 45.34' (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. S 69°1 1 ' 3 0 " W 614.58 '1/2" CIRF "TXDOT" (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. ZONED: B-2 ZONED: B-2 ZONED: B-2 ZONED: B-2 4 5 . 0 ' 4 5 . 0 ' PARC E L 1 0 9 - 1 . 4 6 0 8 A C R E S STAT E O F T E X A S DOCU M E N T N O . 2 0 1 8 - 1 2 8 0 6 5 , O.R.D.C . T . TRACT ONE & TRACT TWO GEORGIAN BAY FUNDING, LLC. DOC. NO. 2022-157980 O.R.D.C.T. PARCE L 1 1 1 - 0 . 0 5 3 9 A C R E S STATE O F T E X A S DOCU M E N T N O . 2 0 1 8 - 9 5 6 8 1 , O.R.D.C . T . CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 173.24'1565.00'6°20'33"S 60°58'33" W 173.15' C2 157.43'1787.35'5°02'47"S 66°40'14" W 157.38' C3 137.79'1565.00'5°02'40"N 66°40'10" E 137.74' BE - 04/24/2024 1802.021-11 JOB NUMBER DRAWN BY DATE REVISION Denton, TX 76201 940.222.3009 www.eaglesurveying.com TX Firm # 10194177 Eagle Surveying, LLC 222 South Elm Street Suite: 200 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 VICINITY MAP (NOT TO SCALE) PAGE 1 OF 1 PRELIMINARY PLAT SANGER BUSINESS ADDITION LOTS 1 & 2, BLOCK A 2.07 ACRES JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066 REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS D.R.D.C.T.Deed Records, Denton County, Texas O.R.D.C.T.Official Records, Denton County, Texas CIRS Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found POB Point of Beginning LEGEND SURVEYOR Eagle Surveying, LLC Contact: Brad Eubanks 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota 4007 Stonehaven Drive Colleyville,Texas 76034 (913) 237-4600 1.The purpose of this plat is to create two lots of record from unplatted land. 2.This property is located in Non-shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 4.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. 5.All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.The bearings shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 7.Building setbacks will be _________ from all lot lines. 8.Water and Sanitary Sewer are provided by the City of Sanger, PO Box 1729, Sanger, TX 76266, 940-458-2571. 9.Electric Service is provided by Sanger Electric Utilities, 202 Railroad Ave., Sanger, TX 76266, 940-458-2064; and Coserv Electric, 7701 S Stemmons Freeway, Corinth, TX 76210, 940-321-7800. 10.Telephone service is provided by Century Link, 902-B W Central Texas Expwy, Ste 201, Killeen, TX 76541, 866-916-9805. 11.All lots comply with the minimum size requirements of the zoning district. 12.This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 13.All common areas, drainage easements, and detention facilities, if any, will be owned and maintained by the HOA/POA. Any common area with in the City's right-of-way will require a facilities agreement to be reviewed and approved by the City. 14.This plat does not alter or remove existing deed restrictions, if any, on this property. 15.Minimum finished floor elevations are at least 2 feet above the 100 year floodplain, if any. 16.This property is zoned Business-2 (B-2). 17.This plat was performed without the benefit of an Abstract of Title or Title Commitment. Research of record documents done by Eagle Surveying was performed for the purpose of determining the boundary of this property and adjoining parcels. Additional record documents may exist and encumber this property. 18.Elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988 (Geoid 12B). 19.Approximate locations of the Underground Utilities, if shown on this plat, were derived from above ground observations, Utility markings, and/or record documents. No excavation was performed on this site at the time of this survey. For the exact location of the Underground Utilities call 1-800-545-6005. Eagle Surveying, LLC accepts no liability as to the accuracy of the Underground Utilities. GENERAL NOTES OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, are the owners of a 2.07 acre tract of situated in the Reuben Bebee Survey, Abstract Number 29, in the City of Sanger, Denton County, Texas, being all of a called 1.06 acre tract of land conveyed to Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota by deed of record in Document Number 2023-45774 of the Official Records of Denton County, Texas, and being all of a called 1.01 acre tract of land conveyed to RF & Sons Properties, LLC by warranty deed with vendor's lien of record in Document Number 2024-34930 of said Official Records, and being more particularly described by metes and bounds, as follows: COMMENCING, at a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the West end of a corner clip at the intersection of the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way) and the Southwest right-of-way line of Sable Creek Boulevard (80-foot right-of-way), at the beginning of a non-tangent curve to the right being the North corner of a called 1.10 acre tract of land conveyed to RF & Sons Properties, LLC by deed of record in Document Number 2023-10065 of said Official Records, also being a southerly corner of a called 1.0854 acre tract (Parcel 124) conveyed to the State of Texas by deed of record in Document Number 2018-131599, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found at the East end of said corner clip bears S77°57'10"E, a distance of 45.34 feet; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.10 acre tract, along said non-tangent curve to the right having a radius of 1,565.00 feet, a chord bearing of S60°58'33"w, a chord length of 173.15 feet, a delta angle of 06°20'33", an arc length of 173.24 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve and the POINT OF BEGINNING; THENCE, S20°48'30"E, leaving the Southeast right-of-way of said Farm to Market Road Number 455, along the Southwest line of said 1.10 acre tract, being the common Northeast line of said 1.01 acre tract a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at at the Southwest corner of said 1.10 acre tract and the Southeast corner of said 1.01 acre tract, at the beginning of a non-tangent curve to the right; THENCE, in a southwesterly direction, along the Southeast line of said 1.01 acre tract, along a non-tangent curve to the right, having a radius of 1787.35 feet, a chord bearing of S66°40'14"W, a chord length of 157.38 feet, a delta angle of 05°02'47", an arc length of 157.43 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the end of said curve; THENCE, S69°11'30"W, along the Southeast line of said 1.01 acre tract, in part, a distance of 257.12 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of said 1.06 acre tract; THENCE N20°48'30"W, a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the Northwest corner of said 1.06 acre tract, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found bears S69°11'30"W, a distance of 407.71 feet; THENCE, N69°11'30"E, along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.06 acre tract, in part, a distance of 257.19 feet to a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, at the beginning of a tangent curve to the left; THENCE, continuing along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, along said tangent curve to the left, having a radius of 1565.00 feet, a chord bearing of N66°40'10"E, a chord length of 137.74 feet, a delta angle of 05°02'40", an arc length of 137.79 feet to the POINT OF BEGINNING, and containing 2.07 acres (90,000 square feet) of land, more or less. NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, do hereby adopt this plat, designating herein described property as SANGER BUSINESS ADDITION, LOTS 1 & 2, BLOCK A, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: CHUP CORPORATION, INC. BY: ____________________________________________________ Date STATE OF ______________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER:KUMAR MAINALI BY:____________________________________________________ Kumar Mainali Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared KUMAR MAINALI, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER:RAMESH SAPKOTA OWNER:____________________________________________________ Ramesh Sapkota Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared RAMESH SAPKOTA, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas W.E.Water Easement D.E.Drainage Easement N 1" = 40' 0 4020 Buried Cable Sign Sanitary Manhole Telecommunications Riser Telecommunications Vault Temporary Benchmark TxDOT Manhole ///Edge of Asphalt Concrete POC Point of CommencingFM 455 SABLE CREEK BLVD IR I D I A N L N WILLOW ST 5 T H S T I- 3 5 E DUCK CREEK RD SITE SANGER APPROVED AND ACCEPTED APPROVED FOR THE PREPARATION OF FINAL PLAT _____________________________________________ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION LOT TABLE LOT NO.ACREAGE SQUARE FOOTAGE 1 2 1.06 46,000 1.01 44,000 OWNER:RF & SONS PROPERTIES, LLC. BY: ____________________________________________________ Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared _______________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER RF & Sons Properties, LLC. 533 Coyote Road Southlake, TX 76092 69 Item 10. 07/17/2024 1019326, 1017128 70 Item 10. Project Narrative Texas Firm # 10194177 Date: May 24, 2024 Plat Type: Preliminary Plat Project Name: Sanger Business Addition Location: FM 455, Sanger, TX 76266 (Tax Parcel ID# 1019326 & 1017128 Acreage: 2.07 Acres Zoning: B-2 Distribution: City of Sanger Preliminary Plat – Lots 1 & 2, Block A, Sanger Business Addition To whom it may concern, Eagle Surveying, LLC has been requested to prepare and submit a Preliminary Plat of the property under Property ID numbers 1019326 and 1017128, located roughly 175 feet West of the intersection of FM 455 (Chapman Drive) and Sable Creek Boulevard fronting FM 455. The purpose of this plat is to create two (2) lots of record from two (2) existing tracts of land for commercial purposes. If there are any questions or concerns, please don’t hesitate to contact me. Thank you, Brad Eubanks, SIT Platting Manager Eagle Surveying, LLC 940-222-3009 brad@eaglesurveying.com 71 Item 10. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/29/24 1st REVIEW COMMENTS – Preliminary Plat – Sanger Business Add. The request is for a Preliminary Plat of Sanger Business Addition, being approximately 2.07 acres in the JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, and RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, prepared by Eagle Surveying, submitted on 07/17/24. 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. Signature bar for P&Z says Final Plat. 2. Show existing sewer, and water mains. 3. Show location of fire hydrants. 4. Layout of lot, showing setbacks. 5. Show utility easements. 6. Signed applications from all owners Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 72 Item 10. July 29, 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: Sanger Business Addition Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Preliminary Plat for Sanger Business Addition. The submittal was prepared by Eagle Surveying and was received July 18, 2024. 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. Please address all flood study comments provided in a separate letter. Preliminary Plat Comments 1. Reconcile discrepancies between the plat map and metes and bound description. 2. Revise the preliminary plat approval block to match formatting outline in ordinance 10.104(c)(16). 3. Show building setbacks per ordinance 10.104(c)(11)(G). 4. Per ordinance dimension the ROW and show width from the Centerline. 5. Per ordinance 10.104(c)(14) Submittals for preliminary plats shall include plans, documents, and information adequate for the review of the provision of public improvements to the properties involved. This includes but is not limited to streets, water service, wastewater service, 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 Firm No. 0312 Attachments: Plat markups 73 Item 10. C L C L C L C L C L 3 0 . 2 ' CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL C L C L C L C L C L C L C L C L S A B L E C R E E K B O U L E V A R D 8 0 ' R I G H T O F W A Y C A B . W , P G . 3 6 9 , P . R . D . C . T . REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2023-10065 O.R.D.C.T. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182757.0 E:2375660.9 ELEV:664.6' 6 7 8 6 7 7 6 7 6 6 7 5 67 4 6 7 3 6 7 2 67 1 670 6 7 0 6 6 9 6 6 8 6 6 7 66 6 673 6 7 2 6 7 1 6 7 0 6 6 9 6 6 8 674 6 7 3 67 5 6 7 6 677 678 679 680 6 7 4 6 7 3 6 7 2 6 7 1 6 7 0 66 9 66 8 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182741.5 E:2376360.8 ELEV:678.7' TBM MAG NAIL N:7183206.0 E:2376365.1 ELEV:681.2' LOT 1 BLOCK A 1.06 ACRES 46,000 SQ. FT. LOT 2 BLOCK A 1.01 ACRES 44,000 SQ. FT. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., KUMAR MAINALI, AND RAMESH SAPKOTA DOC. NO. 2023-45774 O.R.D.C.T. FARM T O M A R K E T R O A D N O . 4 5 5 VARIA B L E W I D T H R I G H T O F W A Y SSMH-RIM=676.9' FL-12"PVC=664.7' (NE) FL-12"PVC=664.6' (SW) SSMH-RIM=670.1' FL-12"PVC=662.8' (NE) FL-12"PVC=662.8' (SW) POB COSERV ELECTRIC EASEMENT DOCUMENT NO. 2018-82696, O.R.D.C.T. DRAI N A G E E A S E M E N T UNKN O W N R E C O R D I N G I N F O R M A T I O N AS S C A L E D F R O M P L A T R E C O R D E D I N CAB. W , P G . 3 6 9 , P . R . D . C . T . PARCE L 1 2 4 - 1 . 0 8 5 4 A C R E S STATE O F T E X A S DOCUM E N T N O . 2 0 1 8 - 1 3 1 5 9 9 , O.R.D.C. T . 1/2" CIRF "TXDOT" 1/2" CIRF "TXDOT" 50.24' 206.88 ' S 69°1 1 ' 3 0 " W 2 5 7 . 1 2 ' S 2 5 ° 5 1 ' 0 4 " E 2 2 2 . 3 5 ' N 69°1 1 ' 3 0 " E 2 5 7 . 1 9 ' N 2 0 ° 4 8 ' 3 0 " W 2 2 2 . 3 5 ' CIRS N:7183132.21 E:2376117.55 CIRS N:7182778.45 E:2375829.64 CIRS CIRS CIRS 206.88 ' 50.31' S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' C1 C2 C3 POC S 77°5 7 ' 1 0 " E 45.34' (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. S 69°1 1 ' 3 0 " W 614.58 '1/2" CIRF "TXDOT" (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. ZONED: B-2 ZONED: B-2 ZONED: B-2 ZONED: B-2 4 5 . 0 ' 4 5 . 0 ' PARC E L 1 0 9 - 1 . 4 6 0 8 A C R E S STAT E O F T E X A S DOCU M E N T N O . 2 0 1 8 - 1 2 8 0 6 5 , O.R.D.C . T . TRACT ONE & TRACT TWO GEORGIAN BAY FUNDING, LLC. DOC. NO. 2022-157980 O.R.D.C.T. PARCE L 1 1 1 - 0 . 0 5 3 9 A C R E S STATE O F T E X A S DOCU M E N T N O . 2 0 1 8 - 9 5 6 8 1 , O.R.D.C . T . CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 173.24'1565.00'6°20'33"S 60°58'33" W 173.15' C2 157.43'1787.35'5°02'47"S 66°40'14" W 157.38' C3 137.79'1565.00'5°02'40"N 66°40'10" E 137.74' BE - 04/24/2024 1802.021-11 JOB NUMBER DRAWN BY DATE REVISION Denton, TX 76201 940.222.3009 www.eaglesurveying.com TX Firm # 10194177 Eagle Surveying, LLC 222 South Elm Street Suite: 200 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 VICINITY MAP (NOT TO SCALE) PAGE 1 OF 1 PRELIMINARY PLAT SANGER BUSINESS ADDITION LOTS 1 & 2, BLOCK A 2.07 ACRES JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066 REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS D.R.D.C.T.Deed Records, Denton County, Texas O.R.D.C.T.Official Records, Denton County, Texas CIRS Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found POB Point of Beginning LEGEND SURVEYOR Eagle Surveying, LLC Contact: Brad Eubanks 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota 4007 Stonehaven Drive Colleyville,Texas 76034 (913) 237-4600 1.The purpose of this plat is to create two lots of record from unplatted land. 2.This property is located in Non-shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 4.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. 5.All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.The bearings shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 7.Building setbacks will be _________ from all lot lines. 8.Water and Sanitary Sewer are provided by the City of Sanger, PO Box 1729, Sanger, TX 76266, 940-458-2571. 9.Electric Service is provided by Sanger Electric Utilities, 202 Railroad Ave., Sanger, TX 76266, 940-458-2064; and Coserv Electric, 7701 S Stemmons Freeway, Corinth, TX 76210, 940-321-7800. 10.Telephone service is provided by Century Link, 902-B W Central Texas Expwy, Ste 201, Killeen, TX 76541, 866-916-9805. 11.All lots comply with the minimum size requirements of the zoning district. 12.This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 13.All common areas, drainage easements, and detention facilities, if any, will be owned and maintained by the HOA/POA. Any common area with in the City's right-of-way will require a facilities agreement to be reviewed and approved by the City. 14.This plat does not alter or remove existing deed restrictions, if any, on this property. 15.Minimum finished floor elevations are at least 2 feet above the 100 year floodplain, if any. 16.This property is zoned Business-2 (B-2). 17.This plat was performed without the benefit of an Abstract of Title or Title Commitment. Research of record documents done by Eagle Surveying was performed for the purpose of determining the boundary of this property and adjoining parcels. Additional record documents may exist and encumber this property. 18.Elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988 (Geoid 12B). 19.Approximate locations of the Underground Utilities, if shown on this plat, were derived from above ground observations, Utility markings, and/or record documents. No excavation was performed on this site at the time of this survey. For the exact location of the Underground Utilities call 1-800-545-6005. Eagle Surveying, LLC accepts no liability as to the accuracy of the Underground Utilities. GENERAL NOTES OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, are the owners of a 2.07 acre tract of situated in the Reuben Bebee Survey, Abstract Number 29, in the City of Sanger, Denton County, Texas, being all of a called 1.06 acre tract of land conveyed to Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota by deed of record in Document Number 2023-45774 of the Official Records of Denton County, Texas, and being all of a called 1.01 acre tract of land conveyed to RF & Sons Properties, LLC by warranty deed with vendor's lien of record in Document Number 2024-34930 of said Official Records, and being more particularly described by metes and bounds, as follows: COMMENCING, at a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the West end of a corner clip at the intersection of the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way) and the Southwest right-of-way line of Sable Creek Boulevard (80-foot right-of-way), at the beginning of a non-tangent curve to the right being the North corner of a called 1.10 acre tract of land conveyed to RF & Sons Properties, LLC by deed of record in Document Number 2023-10065 of said Official Records, also being a southerly corner of a called 1.0854 acre tract (Parcel 124) conveyed to the State of Texas by deed of record in Document Number 2018-131599, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found at the East end of said corner clip bears S77°57'10"E, a distance of 45.34 feet; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.10 acre tract, along said non-tangent curve to the right having a radius of 1,565.00 feet, a chord bearing of S60°58'33"w, a chord length of 173.15 feet, a delta angle of 06°20'33", an arc length of 173.24 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve and the POINT OF BEGINNING; THENCE, S20°48'30"E, leaving the Southeast right-of-way of said Farm to Market Road Number 455, along the Southwest line of said 1.10 acre tract, being the common Northeast line of said 1.01 acre tract a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at at the Southwest corner of said 1.10 acre tract and the Southeast corner of said 1.01 acre tract, at the beginning of a non-tangent curve to the right; THENCE, in a southwesterly direction, along the Southeast line of said 1.01 acre tract, along a non-tangent curve to the right, having a radius of 1787.35 feet, a chord bearing of S66°40'14"W, a chord length of 157.38 feet, a delta angle of 05°02'47", an arc length of 157.43 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the end of said curve; THENCE, S69°11'30"W, along the Southeast line of said 1.01 acre tract, in part, a distance of 257.12 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of said 1.06 acre tract; THENCE N20°48'30"W, a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the Northwest corner of said 1.06 acre tract, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found bears S69°11'30"W, a distance of 407.71 feet; THENCE, N69°11'30"E, along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.06 acre tract, in part, a distance of 257.19 feet to a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, at the beginning of a tangent curve to the left; THENCE, continuing along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, along said tangent curve to the left, having a radius of 1565.00 feet, a chord bearing of N66°40'10"E, a chord length of 137.74 feet, a delta angle of 05°02'40", an arc length of 137.79 feet to the POINT OF BEGINNING, and containing 2.07 acres (90,000 square feet) of land, more or less. NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, do hereby adopt this plat, designating herein described property as SANGER BUSINESS ADDITION, LOTS 1 & 2, BLOCK A, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: CHUP CORPORATION, INC. BY: ____________________________________________________ Date STATE OF ______________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER:KUMAR MAINALI BY:____________________________________________________ Kumar Mainali Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared KUMAR MAINALI, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER:RAMESH SAPKOTA OWNER:____________________________________________________ Ramesh Sapkota Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared RAMESH SAPKOTA, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas W.E.Water Easement D.E.Drainage Easement N 1" = 40' 0 4020 Buried Cable Sign Sanitary Manhole Telecommunications Riser Telecommunications Vault Temporary Benchmark TxDOT Manhole ///Edge of Asphalt Concrete POC Point of CommencingFM 455 SABLE CREEK BLVD IR I D I A N L N WILLOW ST 5 T H S T I- 3 5 E DUCK CREEK RD SITE SANGER APPROVED AND ACCEPTED APPROVED FOR THE PREPARATION OF FINAL PLAT _____________________________________________ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION LOT TABLE LOT NO.ACREAGE SQUARE FOOTAGE 1 2 1.06 46,000 1.01 44,000 OWNER:RF & SONS PROPERTIES, LLC. BY: ____________________________________________________ Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared _______________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER RF & Sons Properties, LLC. 533 Coyote Road Southlake, TX 76092 Per ordinance 10.104(c)(14) Submittals for preliminary plats shall include plans, documents, and information adequate for the review of the provision of public improvements to the properties involved. This includes but is not limited to streets, water service, wastewater service, franchise utilities, street lighting, and stormwater detention Show building setbacks per ordinance 10.104(c)(11)(G) "Preliminary Plat for Review purposes only" 10.104(c)(16) Does not match Does not match plan view Final Plat formatting is outlined in ordinance 10.104(d)(10)(W) What is this line denoting? What is this dimension denoting? Provide Existing ROW from the road centerline to the property line 74 Item 10. 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 75 Item 11. 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. 76 Item 11. 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 P.O.B. 1/2" IRF 1/2" IRF (BRS. S 51°54' E, 0.8') CIRS 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: 7178827.82 E: 2368764.01 NAD '83 8' B.L.7. 8 ' B . L . 25 ' B . L . 8' B.L. 8' B.L. 8' B.L. 25 ' B . L . 25 ' B . L . 8' B.L. 20' B.L. 25 ' B . L . 25' B.L. 25' B.L. 25 ' B . L . 25 ' B . L . 15' D.E. (BY THIS PLAT) 15 ' D . E . (B Y T H I S P L A T ) 15 ' D . E . (B Y T H I S P L A T ) N45 ° 0 5 ' 3 1 " E 65. 9 6 ' S 2 4 ° 5 5 ' 4 4 " E 8 7 . 3 4 ' XS N: 7179042.71 E: 2368972.21 NAD '83 WEST LINE OF MESA DRIVE (40' R.O.W.) ACCORDING TO THE AMENDED PLAT OF SOUTHWEST ESTATES, PHASE I, AS RECORDED IN CAB. S, PG. 182, P.R.D.C.T. EAST LINE OF 0.808 ACRE TRACT, AS RECORDED IN DOC. NO. 2006-81509, O.R.D.C.T. 7. 5 ' 7. 5 ' 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 \ F I N A L 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 _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M Final Plat - 1 OF # 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 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 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 4 residential lots from a previously unplatted tract of land. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·All lots comply with the minimum size requirements of the zoning district. ·Notice - selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 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 FINAL 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 JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 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 ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE UTILITY SERVICE PROVIDERS: WATER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 SEWER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 ELECTRIC:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 77 Item 11. 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 \ F I N A L 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 _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M 2 OF 2 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 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 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, and for 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 Duck Creek Road, a variable width right-of-way, 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 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 on the north line of the aforementioned 0.808 acre tract, for the southeast corner of said 1.01 acre tract; THENCE North 87°52'26" West, leaving said 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 the POINT OF BEGINNING and containing 44,000 square Feet or 1.010 acres of land, more or less. SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § KNOW ALL MEN BY THESE PRESENTS: That I, Michael L. Black, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. ___________________________________________________________________ Michael L. Black Date Registered Professional Land Surveyor Texas R.P.L.S. No. 6854 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L. Black, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT OWNER'S DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE, KNOW ALL PERSONS 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 ___________________, 2024. 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 ____________________, 2024. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved and Accepted ________________________ ____________________ Planning & Zoning Commission Date City of Sanger, Tx. ________________________ ____________________ Mayor Date City of Sanger, Tx. Attested by ________________________ ____________________ City Secretary Date City of Sanger, Tx. FINAL 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 JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 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 ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 Sheet No.Project No.DateChecked by 1" = 20' Drawn byScale 78 Item 11. 79 Item 11. Trinity-Surveying.com Firm #10194687 | RPLS #6854 (TX), PLS #1982 (OK) 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | 940-293-3180 Page | 1 of 1 August 6, 2024 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 Final 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 Final Plat for Duck Creek Ridge, a proposed 1.010 acre subdivision within the City of Sanger. The intent of this Final Plat is to create 4 plaƩed residenƟal lots from a 1.010 acre un-plaƩed tract of land. 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 80 Item 11. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/24/24 1st REVIEW COMMENTS – Final Plat – Duck Creek Ridge The request is for a Final Plat of Duck Creek Ridge, being approximately 1.01 acres in the H TIERWESTER SURVEY, ABSTRACT NO. 1241, prepared by Trinity Land Survey, submitted on 07/17/24. 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. Standard notation “The subject property doesn’t not lie within a 100-year….” 2. Utility easements on lots 3. 2nd page of plat states it is a preliminary plat. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 81 Item 11. July 18, 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: Duck Creek Ridge Final Plat -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat for Duck Creek Ridge. The submittal was prepared by Trinity Land Surveying, LLC and was dated June 13, 2024. We have completed our review and offer the following comments: Final Plat Comments 1. A variance must be requested and approved by the City for the side setback of 7.8’. 2. Per previous comments further analysis of proposed swales are required to prove no adverse impacts to the ROW. 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 82 Item 11. 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 P.O.B. 1/2" IRF 1/2" IRF (BRS. S 51°54' E, 0.8') CIRS 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: 7178827.82 E: 2368764.01 NAD '83 8' B.L.7. 8 ' B . L . 25 ' B . L . 8' B.L. 8' B.L. 8' B.L. 25 ' B . L . 25 ' B . L . 8' B.L. 20' B.L. 25 ' B . L . 25' B.L. 25' B.L. 25 ' B . L . 25 ' B . L . 15' D.E. (BY THIS PLAT) 15 ' D . E . (B Y T H I S P L A T ) 15 ' D . E . (B Y T H I S P L A T ) N45 ° 0 5 ' 3 1 " E 65. 9 6 ' S 2 4 ° 5 5 ' 4 4 " E 8 7 . 3 4 ' XS N: 7179042.71 E: 2368972.21 NAD '83 WEST LINE OF MESA DRIVE (40' R.O.W.) ACCORDING TO THE AMENDED PLAT OF SOUTHWEST ESTATES, PHASE I, AS RECORDED IN CAB. S, PG. 182, P.R.D.C.T. EAST LINE OF 0.808 ACRE TRACT, AS RECORDED IN DOC. NO. 2006-81509, O.R.D.C.T. 7. 5 ' 7. 5 ' 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 \ F I N A L 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 _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M Final Plat - 1 OF # 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 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 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 4 residential lots from a previously unplatted tract of land. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·All lots comply with the minimum size requirements of the zoning district. ·Notice - selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 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 FINAL 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 JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 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 ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE UTILITY SERVICE PROVIDERS: WATER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 SEWER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 ELECTRIC:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 A variance request is needed for the existing building as minimum side yard is 8' per the Zoning ordinance per previous comments further analysis of proposed swales are required to prove no adverse impacts to the ROW 83 Item 11. 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 \ F I N A L 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 _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M 2 OF 2 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 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 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, and for 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 Duck Creek Road, a variable width right-of-way, 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 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 on the north line of the aforementioned 0.808 acre tract, for the southeast corner of said 1.01 acre tract; THENCE North 87°52'26" West, leaving said 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 the POINT OF BEGINNING and containing 44,000 square Feet or 1.010 acres of land, more or less. SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § KNOW ALL MEN BY THESE PRESENTS: That I, Michael L. Black, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. ___________________________________________________________________ Michael L. Black Date Registered Professional Land Surveyor Texas R.P.L.S. No. 6854 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L. Black, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT OWNER'S DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE, KNOW ALL PERSONS 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 ___________________, 2024. 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 ____________________, 2024. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved and Accepted ________________________ ____________________ Planning & Zoning Commission Date City of Sanger, Tx. ________________________ ____________________ Mayor Date City of Sanger, Tx. Attested by ________________________ ____________________ City Secretary Date City of Sanger, Tx. FINAL 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 JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 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 ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 Sheet No.Project No.DateChecked by 1" = 20' Drawn byScale 84 Item 11. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1 – Multi-Family, being 17.33 acres described as HENRY TIERWESTER SURVEY, ABSTRACT NO. 1241, BLOCK A, LOT 3, located in the City of Sanger and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. SUMMARY:  The applicant is developing the multi-family portion of Belz Road Retail Phase 1.  This phase will consist of 600 dwelling units and 12 duplex units.  Applicant is platting Lot 3, Block A.  The lot is 17.33 acres and will dedicate 0.86 acres of Right-of-Way.  This lot will have frontage along a newly constructed road that will extend from FM 455 to Belz Rd.  Planning & Zoning recommended approval 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 on the condition the Preliminary Plat has not been approved and the attached comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 85 Item 12. 745854 245458 245457 1004350 976406245456 1030624 56518 56513 776535 56521 745212 975265 1009030 1009031 965729 245453 245454 245455 233824 1009032 776571 1033424 959789 56452 84586 56470 116937 253746 56479 203994 238298 775099 309668 56374 677065 184931 56489 1009038 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 3:06:47 PM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 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. 86 Item 12. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 7 4 5 1 4 O. R . D . C . T . ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 1 7 2 4 1 1 O. R . D . C . T . 5/8" CIRF "TXDOT" RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1/2" IRF HARTIN TRIANGLE TRUST VOLUME 2431, PAGE 147 O.R.D.C.T. EAGLE FARMS INC DOC. NO. 2022-3692 O.R.D.C.T. 1/2" IRF CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. C L C L C L C L C L C L C L C L C L C L C L C L CL CL CALLED 0.0832 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. CALLED 0.5258 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. BLOCK A RIGHT-OF-WAY EASEMENT CITY OF SANGER VOLUME 1716, PG. 400, R.P.R.D.C.T. ABANDONED BY DOC. NO. ___________ O.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT BY THIS PLAT IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y V A R I E S DE E D L I N E 15' SSE (BTP) 15' SSE (BTP) 15' SSE (BTP) 10'X10' WE (BTP) WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) LOT 3 16.47 ACRES 717,324 SQ.FT. HENRY TIE R W E S T E R S U R V E Y , ABSTRACT N O . 1 2 4 1 10'X10' WE (BTP) 15' DE (BTP) 15' WE (BTP) 24' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 6 0 ' R O W D E D I C A T I O N 0 . 8 6 A C R E S / 3 7 , 6 2 2 S Q . F T . ( B Y T H I S P L A T ) 20' UE (BTP) 15' UE (BTP) UE (BTP) POC DE (BTP) TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. CIRS N:7183505.38 E:2370324.34 CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS POB N:7184146.24 E:2371658.71 REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) S 1 3 ° 0 3 ' 2 4 " W 4 7 3 . 1 5 ' N 75° 3 3 ' 3 7 " W 2 2 0 . 5 8 ' N 88°36'43" W 559.38' S 0 1 ° 1 9 ' 3 0 " W 2 3 6 . 8 6 ' N 88°37'24" W 393.13' N 4 5 ° 5 5 ' 3 8 " E 1 6 5 . 5 0 ' S 88°44'41" E 282.10' S 88°37'28" E 868.41' N 88°37'28" W 254.36' L1 L 2 L3 C 1 C2 C3 10'X10' WE (BTP) 10' EE (BTP) C 4 L 4 2 9 6 . 9 1' 2 6 . 0 0 ' 2 9 6 . 7 4 ' 2 . 1 0 ' 37.23'63.22' 16.21' 276.46' 184.09'22.50'271.76'15.00'64.29'22.84' 150.7 8 ' 4.42' 19.53' 23.01' 1. 2 3 ' 37 8 . 1 9 ' 19 . 4 5 ' 51 . 3 0 ' 22 . 9 8 ' 23.35' 24.36'26.75' 270.38' 523.56' 16. 4 6 ' 7.1 6 ' 1.74' 10' WE (BTP) L5 L6 L7 L8 L9 L10 L11 L12 L13 L1 4 L15 L16 L17 L18 L19 L2 0 L21 L2 2 L23 L24 L 2 5 L26 C5 C 6 C7 C8 C9 C 1 0 C 1 1 C12 C13 C1 4 C1 5 C1 6 C 1 7 C18C19 C20 C 2 1 C 2 2 C23 C2 4 C25 C26 C 2 7 C28C29 C30C 3 1 C 3 2 C3 3 C34 C 3 5 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) L 2 7 L 2 8 L29 L30 L31 L32 L3 3 L34 L35 L36 L 3 7 L38 L39 L40 L 4 1 L42 L4 3 L44 L4 5 L46 L47L48 L 4 9 L50 L51 L52 L53 L5 4 L55 L5 6 L57 L 5 8 L5 9 L 6 0 L61 L 6 2 L6 3 L 6 4 L 6 5 L6 6 L 6 7 L 6 8 L69 L70 L71 L72 L7 3 L74 L75 L76 L 7 7 L78 L79 L80 L 8 1 L82 L8 3 L84L85 L 8 6 L87 L88L89 L90 L9 1 L92 L9 3 L94 L 9 5 L96 L97 L9 8 L9 9 L 1 0 0 L 1 0 1 L102 L103 L104 L1 0 5 L106 L1 0 7 L108 L10 9 L110 L11 1 L112 L 1 1 3 L1 1 4 L 1 1 5 L1 1 6 L117 L1 1 8 L119 L120 L 1 2 1 L 1 2 2 L123 L124 L1 2 5 60. 0 1 ' 105 . 4 9 ' 10' EE (BTP) LINE TABLE LINE BEARING DISTANCE L1 S 69°22'12" W 60.00' L2 N 45°19'00" W 19.43' L3 S 64°19'30" E 23.62' L4 N 45°19'00" W 17.56' L5 N 56°29'20" E 93.79' L6 N 76°16'44" E 99.36' L7 N 83°52'36" E 121.83' L8 S 88°37'28" E 759.89' L9 S 01°22'32" W 260.87' L10 S 88°37'28" E 63.98' L11 S 78°16'02" E 125.61' L12 N 78°16'02" W 119.64' L13 N 88°37'28" W 649.70' L14 S 01°20'03" W 155.70' L15 N 88°31'02" W 95.65' L16 S 56°29'20" W 94.53' L17 N 76°16'44" E 88.62' L18 N 83°52'36" E 121.04' L19 S 88°37'28" E 753.50' L20 S 01°22'33" W 254.87' L21 N 88°37'27" W 507.54' L22 S 01°22'32" W 155.58' L23 N 88°47'42" W 85.25' L24 N 71°22'32" E 7.16' L25 N 18°37'28" W 26.00' L26 S 71°22'32" W 29.81' L27 N 38°51'11" W 99.23' L28 N 42°40'29" W 109.16' L29 N 44°41'06" E 18.60' L30 N 76°16'48" E 158.58' L31 N 83°52'36" E 124.28' L32 S 88°37'24" E 32.87' LINE TABLE LINE BEARING DISTANCE L33 S 59°16'54" E 29.87' L34 S 88°30'31" E 17.12' L35 N 56°27'04" E 25.62' L36 S 88°37'24" E 233.66' L37 S 42°31'14" E 19.94' L38 S 88°30'31" E 16.27' L39 N 55°51'30" E 24.79' L40 S 88°37'24" E 246.26' L41 S 51°50'00" E 24.61' L42 S 88°30'31" E 23.33' L43 S 01°19'59" W 258.63' L44 S 87°49'39" E 76.76' L45 S 02°10'21" W 10.00' L46 N 87°49'39" W 80.29' L47 S 56°52'52" W 27.38' L48 N 88°37'24" W 229.23' L49 N 32°15'01" W 17.34' L50 N 89°17'08" W 12.72' L51 S 55°13'28" W 24.22' L52 N 88°37'24" W 161.27' L53 S 64°55'18" W 42.48' L54 S 01°22'32" W 19.04' L55 N 88°37'28" W 24.41' L56 N 55°26'11" W 103.18' L57 S 67°10'28" W 78.28' L58 S 29°20'45" E 6.97' L59 S 25°09'41" W 76.28' L60 S 22°30'27" E 179.93' L61 S 67°29'33" W 10.00' L62 N 22°30'27" W 184.35' L63 N 25°09'41" E 75.55' L64 N 29°20'45" W 33.97' LINE TABLE LINE BEARING DISTANCE L65 N 28°23'02" W 21.94' L66 N 65°07'05" W 114.33' L67 N 38°51'11" W 97.23' L68 N 42°40'29" W 99.95' L69 N 44°41'06" E 6.23' L70 N 76°16'48" E 155.08' L71 N 83°52'36" E 122.96' L72 S 88°37'24" E 29.60' L73 S 59°16'54" E 29.86' L74 S 88°30'31" E 22.88' L75 N 56°27'04" E 25.64' L76 S 88°37'24" E 226.25' L77 S 42°31'14" E 19.93' L78 S 88°30'31" E 23.73' L79 N 55°51'30" E 24.80' L80 S 88°37'24" E 239.74' L81 S 51°50'00" E 24.60' L82 S 88°30'31" E 16.67' L83 S 01°19'59" W 250.81' L84 S 56°52'52" W 23.47' L85 N 88°37'24" W 220.77' L86 N 32°15'01" W 17.41' L87 N 89°17'08" W 21.35' L88 S 55°13'28" W 24.16' L89 N 88°37'24" W 160.35' L90 S 64°55'18" W 51.02' L91 S 01°22'32" W 15.23' L92 N 88°37'28" W 11.43' L93 N 55°26'11" W 105.67' L94 S 67°10'28" W 84.90' L95 N 29°20'45" W 22.00' L96 N 65°07'05" W 115.32' LINE TABLE LINE BEARING DISTANCE L97 N 71°06'36" E 97.10' L98 N 08°37'47" E 46.40' L99 N 08°37'47" E 22.32' L100 N 20°55'49" W 31.72' L101 N 20°55'49" W 21.91' L102 N 71°06'36" E 58.53' L103 S 88°37'28" E 56.42' L104 S 75°37'53" E 93.64' L105 N 12°25'30" E 76.52' L106 N 78°15'29" W 62.50' L107 N 01°22'32" E 306.56' L108 S 88°37'28" E 293.13' L109 N 54°51'19" E 22.00' L110 S 88°37'28" E 12.60' L111 S 54°51'19" W 25.21' L112 S 88°37'28" E 51.42' L113 N 41°31'28" W 27.66' L114 N 17°01'19" E 16.41' L115 N 22°07'49" W 48.38' L116 N 11°49'45" E 28.07' L117 N 78°15'29" W 138.22' L118 N 12°25'30" E 71.66' L119 N 88°37'28" W 43.20' L120 S 61°12'08" W 45.87' L121 N 37°52'14" W 93.93' L122 N 37°52'14" W 92.74' L123 N 88°37'28" W 271.91' L124 S 61°12'08" W 32.73' L125 S 01°22'32" W 36.60' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 595.33'1322.70'25°47'17"N 33°31'27" W 590.32' C2 268.88'922.95'16°41'32"N 79°47'50" E 267.93' C3 120.72'608.75'11°21'45"N 85°21'24" E 120.52' C4 621.75'1382.70'25°45'50"N 33°30'43" W 616.53' C5 48.47'30.00'92°34'48"N 10°11'56" E 43.37' C6 158.79'1220.10'7°27'24"N 39°49'10" W 158.68' C7 104.57'50.00'119°49'36"N 16°21'56" E 86.53' C8 6.63'50.00'7°35'52"N 80°04'40" E 6.63' C9 6.54'50.00'7°29'56"N 87°37'34" E 6.54' C10 78.54'50.00'90°00'00"S 43°37'28" E 70.71' C11 47.12'30.00'90°00'00"S 43°37'28" E 42.43' C12 4.70'26.00'10°21'26"S 83°26'45" E 4.69' C13 45.85'30.00'87°33'59"N 57°56'58" E 41.52' C14 371.37'7421.33'2°52'02"N 12°43'58" E 371.33' C15 408.41'7428.53'3°09'00"S 12°50'22" W 408.36' C16 4.62'7421.30'0°02'08"N 14°51'06" E 4.62' C17 48.75'30.00'93°06'04"N 31°43'00" W 43.56' C18 3.62'20.00'10°21'26"N 83°26'45" W 3.61' C19 47.15'30.00'90°02'29"S 46°21'18" W 42.44' C20 78.67'50.00'90°08'55"S 46°24'31" W 70.80' C21 60.92'50.00'69°48'19"N 53°36'53" W 57.22' C22 281.89'1220.10'13°14'16"N 25°19'52" W 281.27' C23 47.94'30.00'91°33'41"N 77°43'50" W 43.00' C24 62.48'30.00'119°19'54"N 16°36'47" E 51.79' C25 3.98'30.00'7°35'52"N 80°04'40" E 3.98' C26 3.93'30.00'7°29'56"N 87°37'34" E 3.92' C27 47.12'30.00'90°00'01"S 43°37'27" E 42.43' C28 47.12'30.00'89°59'59"S 46°22'33" W 42.43' C29 78.54'50.00'90°00'01"S 46°22'32" W 70.71' C30 47.03'30.00'89°49'46"S 46°17'25" W 42.36' C31 36.59'30.00'69°52'46"N 53°51'19" W 34.36' C32 269.76'1257.71'12°17'21"N 25°03'37" W 269.25' C33 53.71'30.00'102°34'49"N 20°05'07" E 46.82' C34 38.40'30.00'73°19'51"N 71°57'33" W 35.83' C35 169.67'1252.92'7°45'33"N 39°10'23" W 169.54' PAGE 1 OF 2 VICINITY MAP NOT TO SCALE 1" = 60' 0 6030 N SITE Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 = DOCUMENT NUMBERDOC. NO. = VOLUMEVOL. = PAGEPG. OFFICIAL RECORDS,O.R.D.C.T.DENTON COUNTY, TEXAS= LEGEND = POINT OF BEGINNINGPOB = IRON ROD FOUNDIRF = CABINETCAB. = CAPPED IRON ROD FOUNDCIRF PLAT RECORDS,P.R.D.C.T.DENTON COUNTY, TEXAS= 1/2" IRON ROD SET W/GREEN CIRS PLASTIC CAP STAMPED= "EAGLE SURVEYING" SET FIRE LANE, MUTUAL ACCESS FLMAUDE DRAINAGE & UTILITY EASEMENT= WATER EASEMENTWE= DRAINAGE EASEMENTDE= (BTP)BY THIS PLAT= UTILITY EASEMENTUE= ELECTRIC EASEMENTEE= 1.The purpose of this plat is to create one lot of record. 2.This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The bearings and grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011) Texas North Central Zone 4202. 4.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. Building setbacks will be 20' from all lot lines. 5.Lot to lot drainage shall not be allowed. 6.All lots comply with the minimum size requirements of the zoning district. 7.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 8.All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 9.This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES 87 Item 12. 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 CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat is true and correct and was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas PAGE 2 OF 2 OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, JOHN PORTER AUTO SALES, INC. and PAC GROUP, LTD., are the owners of a 17.33 acre tract or parcel of land situated in the Henry Tierwester Survey, Abstract Number 1241 in Denton County, Texas and being all of a called 26.385 acre tract of land conveyed to John Porter Auto Sales, Inc. by Warranty Deed of record in Volume 1330, Page 277 of the Official Records of Denton County, Texas, and all of a called 61.598 acre tract of land conveyed to Pac Group LTD by Warranty Deed of record in Volume 4759, Page 632 of the Official Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8" iron rod with plastic cap satmped "TXDOT" found in the West right-of-way line of Interstate 35E (right-of-way width varies) and the South line of a called 30.96 acre tract of land conveyed to Holt Texas LTD by Warranty Deed of record in Document Number 2013-71958 of the Official Records of Denton County, Texas, being the Northeast corner of a called 0.0832 acre tract conveyed to the State of Texas by Judgement of Court in Absence of Objection of record in Document Number 2022-52683 of the Official Records of Denton County, Texas; THENCE, N88°37'28"W, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 254.36 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the POINT OF BEGINNING; THENCE, over and across said 26.385 acre tract and said 61.598 acre tract, the following thirteen (13) courses and distances: 1.S 13°03'24" W a distance of 473.15' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 2.N 75°33'37" W a distance of 220.58' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 3.N 88°36'43" W a distance of 559.38' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 4.S 01°19'30" W a distance of 236.86' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 5.N 88°37'24" W a distance of 393.13' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 6.S 69°22'12" W a distance of 60.00' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 7.With a curve turning to the left with an arc length of 595.33', with a radius of 1322.70', with a chord bearing of N 33°31'27" W, with a chord length of 590.32',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 8.N 45°19'00" W a distance of 19.43' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 9.N 45°55'38" E a distance of 165.50' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 10.With a curve turning to the left with an arc length of 268.88', with a radius of 922.95', with a chord bearing of N 79°47'50" E, with a chord length of 267.93',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 11.With a reverse curve turning to the right with an arc length of 120.72', with a radius of 608.75', with a chord bearing of N 85°21'24" E, with a chord length of 120.52',thence with a reverse curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 12.S 88°44'41" E a distance of 282.10' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 13.S 64°19'30" E a distance of 23.62' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the Southwest corner of said 30.96 acre tract; THENCE, S 88°37'28" E, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 868.41' to the point of beginning, and containing 17.33 acres or 754,946 square feet, more or less. SATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, JOHN PORTER AUTO SALES, INC., and PAC GROUP, LTD. acting herein by and through it duly authorized office, does hereby adopt this plat designating the hereinabove described property as BELZ ROAD RETAIL ADDITION, PHASE 1, LOT 3, BLOCK A, 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 entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. OWNER:JOHN PORTER AUTO SALES, INC. BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER: PAC GROUP, LTD BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ______________________________________ ___________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: _______________________________________ ____________________________ Cheryl Price, City Secretary Date City of Sanger, Tx 88 Item 12. 89 Item 12. 90 Item 12. July 17, 2024 Ms. Ramie Hammonds Development Services City of Sanger PO Box 1729 Sanger, TX 76226 Re: Final Plat & Civil Plans Greystar Multi-Family Letter of Intent Dear Ms. Hammonds, Please let this letter serve as the Letter of Intent for the final plat and civil plan submittal associated with the proposed multi-family project located at IH 35 and Chapman Road. The property is currently zoned PD. The buildings will be built in single phase. Should you have any questions, please feel free to contact me. Sincerely, Claymoore Engineering, Inc. 1903 Central Drive Ste. 406 Bedford, TX 76021 817-281-0572 Drew Donosky, P.E. 91 Item 12. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/29/24 1st REVIEW COMMENTS –Final Plat – Belz Rd Retail Addition, Phase 1 The request is for a Final Plat of Belz Rd. Addition Phase 1, being approximately 17.33 acres in the H TIERWESTER SURVEY, ABSTRACT NO.1241, prepared by Eagle Surveying LLC, submitted on 07/17/24. 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. John Porter Auto Sales is not an owner according to DCAD and this will need to be updated to the current owners. 2. Preliminary Plat is stamped on the plat. 3. Signature box is outdated and will need to be changed to the current. (Please refer to the checklist provided) 4. Missing two statements from the checklist provided. (#6, #7) 5. Name, address, and phone number of all utility providers. 6. Must show access easement. 7. Need Road Construction Agreement. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 92 Item 12. August 1, 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: Greystar Multifamily -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat and Civil drawings for the Greystar Muti-family Development. The submittal was prepared by Clay Moore Engineering and was received on July 18, 2024. We have completed our review and offer the following comments: General 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. Please address drainage comments provided 4/3/24 and provide an updated flood study with the next construction plan submittal. Beltz Road Retail Phase 1 Final Plat 1. Final Plat approval is contingent upon approval of the preliminary plat. 2. Call out all setbacks. 3. Verify water easement locations based on per the civil plans. 4. Per ordinance, easements shall be a minimum of 15’ wide. 5. The Plat title has already been used in a previous phase. Reconcile. 6. Final plat approval is contingent upon approval of the drainage study. Comments were provided in April. 7. A separate closure report is required for final acceptance of the plat Collector Road Plan and Profile 1. Clearly denote points of curvature and tangent on the roadway plan view. 2. Provide curve data. 3. The maximum slope is 2% within 100’ of an intersection. 93 Item 12. Ms. Ramie Hammonds Page 2 of 4 Paving, Striping and Signage Plans 1. Provide striping information for the roadway. 2. Provide the geotechnical report. 3. The preliminary plat references PD 12-32-22. Clarify in the notes section. 4. Show how parking was calculated and provide enough information to verify that it matches the approved PD. Fencing Plan 1. Provide gate details. The gates must conform to ordinance 10.105(3). Grading Plan 1. A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 10.106(d)(10)(C) 2. The maximum allowable slope is exceed in near the center of the property. Reconcile. 3. Provide poind cross sections. Drainage Area Map 1. Provide a pond maintenance agreement. 2. Profile and provide HGL/hydraulic data for the proposed ditch. The design must meet requirements outlined in ordinance 10.106(d)(9)(B). 3. A revised flood study (comments returned April 3) is needed for a thorough drainage review. Pond calculations and WSEL are needed to cross check closed conduit calculations. 4. Verify the intensity for the predeveloped condition. 5. Provide more information from the previous phase so there is more information to backcheck in this plan set. 6. C-1 and D-1 only contain street pavement. Per the DCSRR c=0.95. Storm Drainage Plan 1. Some angles look too large for deflections without a fitting or manhole. Verify and revise. 2. For constructability, it is suggested to remove the 3' section of 24" pipe and up-size straight to 27" RCP. See line B comments. 3. Show water and sewer crossings on the storm profiles. 4. A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 5. It is unclear what is to be constructed in Phase 1 vs Phase 2 plats. Clarify. 6. Storm design is not consistent between phases 1 and 2. Storm Drainage Profiles 1. Provide vertical scale. 2. Show Hydraulic data at the storm outfalls. Recalculate throughout. 3. Show HGL in partial flow. it will equal normal depth. Reconcile throughout. 4. How does line C’s flowline outfall tie into the proposed ground? 94 Item 12. Ms. Ramie Hammonds Page 3 of 4 5. A 2' minimum of cover is desired for storm lines. Provide deload calcs specifications or provide an alternate class of RCP. 6. The minimum pipe diameter for 10' curb inlets is 21" per ordinance. Storm Drainage Calculations 1. Update calculations for RCP pipe. 2. Provide inlet calculations. 3. Dedicated detention/retention basins shall also include an additional one (1) foot of freeboard and two (2) feet of sediment storage. 10.106(d)(10) 4. Resolve area discrepancy on line B-2. Water Plan 1. Label all fittings. 2. Lable deflection on line B. 3. Provide PC’s, PT,s and curve data where applicable. Typical. 4. Provide the exiting water line sizes at tie ins. 5. Show the storm lines in the plan view. Water Profiles 1. Show all storm and sewer crossings. Typical. 2. Call out deflections on the line A profile. 3. Provide Vertical Scale. Sanitary Sewer Profiles 1. Provide vertical scale. 2. Grid elevations are missing on line A. 3. Show how water crossings will be TCEQ compliant.. Utility Plan 4. Verify if the water line to the north is existing or proposed. 5. Show all water and storm crossings in the sewer profiles. Sanitary Sewer Profiles 1. Show water crossings and how they will comply with TCEQ standards. Standard Details 1. Provide Storm outfall details. Landscape Plans 1. Show the landscape buffer adjacent to the proposed street. 95 Item 12. Ms. Ramie Hammonds Page 4 of 4 2. The parking area requires 9,720 SF of landscaping per the paving plan. Please also see the parking comment and adjust landscaping as needed. 3. Provide a buffer yard adjacent to the residential area per section 48.4 of the zoning ordinance. 4. Add a note specifying that the owner is responsible for landscape maintenance. The Engineer shall revise the plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF Firm No. 0312 Attachments: Plans markups 96 Item 12. ENGINEER JULY 2024 CIVIL CONSTRUCTION PLANS PREPARED FOR GREYSTAR SA N G E R M U L T I - F A M I L Y P R E P A R E D F O R G R E Y S T A R , S A N G E R , T E X A S SANGER MULTI-FAMILY DENTON COUNTY SANGER, TEXAS 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76092 PH. 817.281.0572 FAX 817.281.0574 CONTACT: MATT MOORE, PE EMAIL: MATT@CLAYMOOREENG.COM C-0 CALL BEFORE YOU DIG STOP! 1-800-344-8377 811 PRELIMINARY CLAYMOORE ENGINEERING SITE Sheet List Table Sheet Number Sheet Title Drawing Comments C-0 COVER 7/17/2024 --FINAL PLAT 1 7/17/2024 --FINAL PLAT 2 7/17/2024 C-1 GENERAL NOTES 7/17/2024 C-2.0 OVERALL EROSION CONTROL PLAN 7/17/2024 C-2.1 EROSION CONTROL PLAN 7/17/2024 C-2.2 EROSION CONTROL PLAN 7/17/2024 C-2.3 EROSION CONTROL PLAN 7/17/2024 C-2.4 EROSION CONTROL PLAN 7/17/2024 C-2.5 EROSION CONTROL DETAILS 7/17/2024 C-3.0 OVERALL DIMENSION CONTROL PLAN 7/17/2024 C-3.1 DIMENSION CONTROL PLAN 7/17/2024 C-3.2 DIMENSION CONTROL PLAN 7/17/2024 C-3.3 COLLECTOR ROAD PLAN AND PROFILE 7/17/2024 C-4.0 OVERALL PAVING, STRIPING AND SIGNAGE PLAN 7/17/2024 C-4.1 PAVING, STRIPING AND SIGNAGE PLAN 7/17/2024 C-4.2 PAVING, STRIPING AND SIGNAGE PLAN 7/17/2024 C-4.3 FENCE PLAN 7/17/2024 C-5.0 OVERALL GRADING PLAN 7/17/2024 C-5.1 GRADING PLAN 7/17/2024 C-5.2 GRADING PLAN 7/17/2024 C-5.3 GRADING PLAN 7/17/2024 C-5.4 GRADING PLAN 7/17/2024 C-5.5 GRADING PLAN 7/17/2024 C-5.6 GRADING PLAN 7/17/2024 C-6.0 EXISTING DRAINAGE AREAS 7/17/2024 C-6.1 PROPOSED DRAINAGE AREAS 7/17/2024 C-6.2 STORM DRAINAGE PLAN 7/17/2024 C-6.3 STORM DRAINAGE PLAN 7/17/2024 C-6.4 STORM DRAINAGE PROFILES 7/17/2024 C-6.5 STORM DRAINAGE PROFILES 7/17/2024 C-6.6 STORM DRAINAGE CALCULATIONS 7/17/2024 C-7.1 WATER PLAN 7/17/2024 C-7.2 WATER PLAN 7/17/2024 C-7.3 WATER PROFILES 7/17/2024 C-7.4 WATER PROFILES 7/17/2024 C-7.5 SANITARY SEWER PLAN 7/17/2024 C-7.6 SANITARY SEWER PLAN 7/17/2024 C-7.7 OFFSITE SANITARY SEWER PLAN 7/17/2024 C-7.8 SANITARY SEWER PROFILES 7/17/2024 C-7.9 SANITARY SEWER PROFILES 7/17/2024 C-7.10 DRY UTILITY COORDINATION PLAN 7/17/2024 C-7.11 DRY UTILITY COORDINATION PLAN 7/17/2024 C-8.1 CONSTRUCTION DETAILS 1 7/17/2024 C-8.2 CONSTRUCTION DETAILS 2 7/17/2024 C-8.3 CONSTRUCTION DETAILS 3 7/17/2024 C-8.4 CONSTRUCTION DETAILS 4 7/17/2024 LP-1 LANDSCAPE PLANTING 7/17/2024 LP-2 LANDSCAPE PLANTING 7/17/2024 LP-3 LANDSCAPE DETAILS & SPECIFICATIONS 7/17/2024 AP-1 CONCEPTUAL AMENITY PLAN 7/17/2024 AP-2 CONCEPTUAL AMENITY PLAN 7/17/2024 L-1 CONCEPTUAL LIGHTING PLAN 7/17/2024 L-2 CONCEPTUAL LIGHTING PLAN 7/17/2024 Provide Pavement plan and profile for public street. 97 Item 12. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 7 4 5 1 4 O. R . D . C . T . ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 1 7 2 4 1 1 O. R . D . C . T . 5/8" CIRF "TXDOT" RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1/2" IRF HARTIN TRIANGLE TRUST VOLUME 2431, PAGE 147 O.R.D.C.T. EAGLE FARMS INC DOC. NO. 2022-3692 O.R.D.C.T. 1/2" IRF CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. C L C L C L C L C L C L C L C L C L C L C L C L CL CL CALLED 0.0832 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. CALLED 0.5258 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. BLOCK A RIGHT-OF-WAY EASEMENT CITY OF SANGER VOLUME 1716, PG. 400, R.P.R.D.C.T. ABANDONED BY DOC. NO. ___________ O.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT BY THIS PLAT IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y V A R I E S DE E D L I N E 15' SSE (BTP) 15' SSE (BTP) 15' SSE (BTP) 10'X10' WE (BTP) WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) LOT 3 16.47 ACRES 717,324 SQ.FT. HENRY TIE R W E S T E R S U R V E Y , ABSTRACT N O . 1 2 4 1 10'X10' WE (BTP) 15' DE (BTP) 15' WE (BTP) 24' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 6 0 ' R O W D E D I C A T I O N 0 . 8 6 A C R E S / 3 7 , 6 2 2 S Q . F T . ( B Y T H I S P L A T ) 20' UE (BTP) 15' UE (BTP) UE (BTP) POC DE (BTP) TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. CIRS N:7183505.38 E:2370324.34 CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS POB N:7184146.24 E:2371658.71 REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) S 1 3 ° 0 3 ' 2 4 " W 4 7 3 . 1 5 ' N 75° 3 3 ' 3 7 " W 2 2 0 . 5 8 ' N 88°36'43" W 559.38' S 0 1 ° 1 9 ' 3 0 " W 2 3 6 . 8 6 ' N 88°37'24" W 393.13' N 4 5 ° 5 5 ' 3 8 " E 1 6 5 . 5 0 ' S 88°44'41" E 282.10' S 88°37'28" E 868.41' N 88°37'28" W 254.36' L1 L 2 L3 C 1 C2 C3 10'X10' WE (BTP) 10' EE (BTP) C 4 L 4 2 9 6 . 9 1' 2 6 . 0 0 ' 2 9 6 . 7 4 ' 2 . 1 0 ' 37.23'63.22' 16.21' 276.46' 184.09'22.50'271.76'15.00'64.29'22.84' 150.7 8 ' 4.42' 19.53' 23.01' 1. 2 3 ' 37 8 . 1 9 ' 19 . 4 5 ' 51 . 3 0 ' 22 . 9 8 ' 23.35' 24.36'26.75' 270.38' 523.56' 16. 4 6 ' 7.1 6 ' 1.74' 10' WE (BTP) L5 L6 L7 L8 L9 L10 L11 L12 L13 L1 4 L15 L16 L17 L18 L19 L2 0 L21 L2 2 L23 L24 L 2 5 L26 C5 C 6 C7 C8 C9 C 1 0 C 1 1 C12 C13 C1 4 C1 5 C1 6 C 1 7 C18C19 C20 C 2 1 C 2 2 C23 C2 4 C25 C26 C 2 7 C28C29 C30C 3 1 C 3 2 C3 3 C34 C 3 5 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) L 2 7 L 2 8 L29 L30 L31 L32 L3 3 L34 L35 L36 L 3 7 L38 L39 L40 L 4 1 L42 L4 3 L44 L4 5 L46 L47L48 L 4 9 L50 L51 L52 L53 L5 4 L55 L5 6 L57 L 5 8 L5 9 L 6 0 L61 L 6 2 L6 3 L 6 4 L 6 5 L6 6 L 6 7 L 6 8 L69 L70 L71 L72 L7 3 L74 L75 L76 L 7 7 L78 L79 L80 L 8 1 L82 L8 3 L84L85 L 8 6 L87 L88L89 L90 L9 1 L92 L9 3 L94 L 9 5 L96 L97 L9 8 L9 9 L 1 0 0 L 1 0 1 L102 L103 L104 L1 0 5 L106 L1 0 7 L108 L10 9 L110 L11 1 L112 L 1 1 3 L1 1 4 L 1 1 5 L1 1 6 L117 L1 1 8 L119 L120 L 1 2 1 L 1 2 2 L123 L124 L1 2 5 60. 0 1 ' 105 . 4 9 ' 10' EE (BTP) LINE TABLE LINE BEARING DISTANCE L1 S 69°22'12" W 60.00' L2 N 45°19'00" W 19.43' L3 S 64°19'30" E 23.62' L4 N 45°19'00" W 17.56' L5 N 56°29'20" E 93.79' L6 N 76°16'44" E 99.36' L7 N 83°52'36" E 121.83' L8 S 88°37'28" E 759.89' L9 S 01°22'32" W 260.87' L10 S 88°37'28" E 63.98' L11 S 78°16'02" E 125.61' L12 N 78°16'02" W 119.64' L13 N 88°37'28" W 649.70' L14 S 01°20'03" W 155.70' L15 N 88°31'02" W 95.65' L16 S 56°29'20" W 94.53' L17 N 76°16'44" E 88.62' L18 N 83°52'36" E 121.04' L19 S 88°37'28" E 753.50' L20 S 01°22'33" W 254.87' L21 N 88°37'27" W 507.54' L22 S 01°22'32" W 155.58' L23 N 88°47'42" W 85.25' L24 N 71°22'32" E 7.16' L25 N 18°37'28" W 26.00' L26 S 71°22'32" W 29.81' L27 N 38°51'11" W 99.23' L28 N 42°40'29" W 109.16' L29 N 44°41'06" E 18.60' L30 N 76°16'48" E 158.58' L31 N 83°52'36" E 124.28' L32 S 88°37'24" E 32.87' LINE TABLE LINE BEARING DISTANCE L33 S 59°16'54" E 29.87' L34 S 88°30'31" E 17.12' L35 N 56°27'04" E 25.62' L36 S 88°37'24" E 233.66' L37 S 42°31'14" E 19.94' L38 S 88°30'31" E 16.27' L39 N 55°51'30" E 24.79' L40 S 88°37'24" E 246.26' L41 S 51°50'00" E 24.61' L42 S 88°30'31" E 23.33' L43 S 01°19'59" W 258.63' L44 S 87°49'39" E 76.76' L45 S 02°10'21" W 10.00' L46 N 87°49'39" W 80.29' L47 S 56°52'52" W 27.38' L48 N 88°37'24" W 229.23' L49 N 32°15'01" W 17.34' L50 N 89°17'08" W 12.72' L51 S 55°13'28" W 24.22' L52 N 88°37'24" W 161.27' L53 S 64°55'18" W 42.48' L54 S 01°22'32" W 19.04' L55 N 88°37'28" W 24.41' L56 N 55°26'11" W 103.18' L57 S 67°10'28" W 78.28' L58 S 29°20'45" E 6.97' L59 S 25°09'41" W 76.28' L60 S 22°30'27" E 179.93' L61 S 67°29'33" W 10.00' L62 N 22°30'27" W 184.35' L63 N 25°09'41" E 75.55' L64 N 29°20'45" W 33.97' LINE TABLE LINE BEARING DISTANCE L65 N 28°23'02" W 21.94' L66 N 65°07'05" W 114.33' L67 N 38°51'11" W 97.23' L68 N 42°40'29" W 99.95' L69 N 44°41'06" E 6.23' L70 N 76°16'48" E 155.08' L71 N 83°52'36" E 122.96' L72 S 88°37'24" E 29.60' L73 S 59°16'54" E 29.86' L74 S 88°30'31" E 22.88' L75 N 56°27'04" E 25.64' L76 S 88°37'24" E 226.25' L77 S 42°31'14" E 19.93' L78 S 88°30'31" E 23.73' L79 N 55°51'30" E 24.80' L80 S 88°37'24" E 239.74' L81 S 51°50'00" E 24.60' L82 S 88°30'31" E 16.67' L83 S 01°19'59" W 250.81' L84 S 56°52'52" W 23.47' L85 N 88°37'24" W 220.77' L86 N 32°15'01" W 17.41' L87 N 89°17'08" W 21.35' L88 S 55°13'28" W 24.16' L89 N 88°37'24" W 160.35' L90 S 64°55'18" W 51.02' L91 S 01°22'32" W 15.23' L92 N 88°37'28" W 11.43' L93 N 55°26'11" W 105.67' L94 S 67°10'28" W 84.90' L95 N 29°20'45" W 22.00' L96 N 65°07'05" W 115.32' LINE TABLE LINE BEARING DISTANCE L97 N 71°06'36" E 97.10' L98 N 08°37'47" E 46.40' L99 N 08°37'47" E 22.32' L100 N 20°55'49" W 31.72' L101 N 20°55'49" W 21.91' L102 N 71°06'36" E 58.53' L103 S 88°37'28" E 56.42' L104 S 75°37'53" E 93.64' L105 N 12°25'30" E 76.52' L106 N 78°15'29" W 62.50' L107 N 01°22'32" E 306.56' L108 S 88°37'28" E 293.13' L109 N 54°51'19" E 22.00' L110 S 88°37'28" E 12.60' L111 S 54°51'19" W 25.21' L112 S 88°37'28" E 51.42' L113 N 41°31'28" W 27.66' L114 N 17°01'19" E 16.41' L115 N 22°07'49" W 48.38' L116 N 11°49'45" E 28.07' L117 N 78°15'29" W 138.22' L118 N 12°25'30" E 71.66' L119 N 88°37'28" W 43.20' L120 S 61°12'08" W 45.87' L121 N 37°52'14" W 93.93' L122 N 37°52'14" W 92.74' L123 N 88°37'28" W 271.91' L124 S 61°12'08" W 32.73' L125 S 01°22'32" W 36.60' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 595.33'1322.70'25°47'17"N 33°31'27" W 590.32' C2 268.88'922.95'16°41'32"N 79°47'50" E 267.93' C3 120.72'608.75'11°21'45"N 85°21'24" E 120.52' C4 621.75'1382.70'25°45'50"N 33°30'43" W 616.53' C5 48.47'30.00'92°34'48"N 10°11'56" E 43.37' C6 158.79'1220.10'7°27'24"N 39°49'10" W 158.68' C7 104.57'50.00'119°49'36"N 16°21'56" E 86.53' C8 6.63'50.00'7°35'52"N 80°04'40" E 6.63' C9 6.54'50.00'7°29'56"N 87°37'34" E 6.54' C10 78.54'50.00'90°00'00"S 43°37'28" E 70.71' C11 47.12'30.00'90°00'00"S 43°37'28" E 42.43' C12 4.70'26.00'10°21'26"S 83°26'45" E 4.69' C13 45.85'30.00'87°33'59"N 57°56'58" E 41.52' C14 371.37'7421.33'2°52'02"N 12°43'58" E 371.33' C15 408.41'7428.53'3°09'00"S 12°50'22" W 408.36' C16 4.62'7421.30'0°02'08"N 14°51'06" E 4.62' C17 48.75'30.00'93°06'04"N 31°43'00" W 43.56' C18 3.62'20.00'10°21'26"N 83°26'45" W 3.61' C19 47.15'30.00'90°02'29"S 46°21'18" W 42.44' C20 78.67'50.00'90°08'55"S 46°24'31" W 70.80' C21 60.92'50.00'69°48'19"N 53°36'53" W 57.22' C22 281.89'1220.10'13°14'16"N 25°19'52" W 281.27' C23 47.94'30.00'91°33'41"N 77°43'50" W 43.00' C24 62.48'30.00'119°19'54"N 16°36'47" E 51.79' C25 3.98'30.00'7°35'52"N 80°04'40" E 3.98' C26 3.93'30.00'7°29'56"N 87°37'34" E 3.92' C27 47.12'30.00'90°00'01"S 43°37'27" E 42.43' C28 47.12'30.00'89°59'59"S 46°22'33" W 42.43' C29 78.54'50.00'90°00'01"S 46°22'32" W 70.71' C30 47.03'30.00'89°49'46"S 46°17'25" W 42.36' C31 36.59'30.00'69°52'46"N 53°51'19" W 34.36' C32 269.76'1257.71'12°17'21"N 25°03'37" W 269.25' C33 53.71'30.00'102°34'49"N 20°05'07" E 46.82' C34 38.40'30.00'73°19'51"N 71°57'33" W 35.83' C35 169.67'1252.92'7°45'33"N 39°10'23" W 169.54' PAGE 1 OF 2 VICINITY MAP NOT TO SCALE 1" = 60' 0 6030 N SITE Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 = DOCUMENT NUMBERDOC. NO. = VOLUMEVOL. = PAGEPG. OFFICIAL RECORDS,O.R.D.C.T.DENTON COUNTY, TEXAS= LEGEND = POINT OF BEGINNINGPOB = IRON ROD FOUNDIRF = CABINETCAB. = CAPPED IRON ROD FOUNDCIRF PLAT RECORDS,P.R.D.C.T.DENTON COUNTY, TEXAS= 1/2" IRON ROD SET W/GREEN CIRS PLASTIC CAP STAMPED= "EAGLE SURVEYING" SET FIRE LANE, MUTUAL ACCESS FLMAUDE DRAINAGE & UTILITY EASEMENT= WATER EASEMENTWE= DRAINAGE EASEMENTDE= (BTP)BY THIS PLAT= UTILITY EASEMENTUE= ELECTRIC EASEMENTEE= 1.The purpose of this plat is to create one lot of record. 2.This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The bearings and grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011) Texas North Central Zone 4202. 4.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. Building setbacks will be 20' from all lot lines. 5.Lot to lot drainage shall not be allowed. 6.All lots comply with the minimum size requirements of the zoning district. 7.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 8.All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 9.This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES Please address outstanding comments on the preliminary plat and ensure that the information is consistent between the preliminary and final plats Sanger Retail Center was already named as Phase 1 Final plat approval is contingent upon approval of the drainage study. Comments were provided in April. A separate closure report is required for final acceptance of the plat Per water plan, additional easement is required WE per plan Extraneous per plan No water components here per plan. easement not defined here SS easement per the preliminary plat Minimum Easement width is 15' per ordinance 98 Item 12. 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 CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat is true and correct and was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas PAGE 2 OF 2 OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, JOHN PORTER AUTO SALES, INC. and PAC GROUP, LTD., are the owners of a 17.33 acre tract or parcel of land situated in the Henry Tierwester Survey, Abstract Number 1241 in Denton County, Texas and being all of a called 26.385 acre tract of land conveyed to John Porter Auto Sales, Inc. by Warranty Deed of record in Volume 1330, Page 277 of the Official Records of Denton County, Texas, and all of a called 61.598 acre tract of land conveyed to Pac Group LTD by Warranty Deed of record in Volume 4759, Page 632 of the Official Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8" iron rod with plastic cap satmped "TXDOT" found in the West right-of-way line of Interstate 35E (right-of-way width varies) and the South line of a called 30.96 acre tract of land conveyed to Holt Texas LTD by Warranty Deed of record in Document Number 2013-71958 of the Official Records of Denton County, Texas, being the Northeast corner of a called 0.0832 acre tract conveyed to the State of Texas by Judgement of Court in Absence of Objection of record in Document Number 2022-52683 of the Official Records of Denton County, Texas; THENCE, N88°37'28"W, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 254.36 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the POINT OF BEGINNING; THENCE, over and across said 26.385 acre tract and said 61.598 acre tract, the following thirteen (13) courses and distances: 1.S 13°03'24" W a distance of 473.15' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 2.N 75°33'37" W a distance of 220.58' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 3.N 88°36'43" W a distance of 559.38' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 4.S 01°19'30" W a distance of 236.86' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 5.N 88°37'24" W a distance of 393.13' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 6.S 69°22'12" W a distance of 60.00' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 7.With a curve turning to the left with an arc length of 595.33', with a radius of 1322.70', with a chord bearing of N 33°31'27" W, with a chord length of 590.32',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 8.N 45°19'00" W a distance of 19.43' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 9.N 45°55'38" E a distance of 165.50' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 10.With a curve turning to the left with an arc length of 268.88', with a radius of 922.95', with a chord bearing of N 79°47'50" E, with a chord length of 267.93',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 11.With a reverse curve turning to the right with an arc length of 120.72', with a radius of 608.75', with a chord bearing of N 85°21'24" E, with a chord length of 120.52',thence with a reverse curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 12.S 88°44'41" E a distance of 282.10' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 13.S 64°19'30" E a distance of 23.62' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the Southwest corner of said 30.96 acre tract; THENCE, S 88°37'28" E, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 868.41' to the point of beginning, and containing 17.33 acres or 754,946 square feet, more or less. SATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, JOHN PORTER AUTO SALES, INC., and PAC GROUP, LTD. acting herein by and through it duly authorized office, does hereby adopt this plat designating the hereinabove described property as BELZ ROAD RETAIL ADDITION, PHASE 1, LOT 3, BLOCK A, 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 entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. OWNER:JOHN PORTER AUTO SALES, INC. BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER: PAC GROUP, LTD BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ______________________________________ ___________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: _______________________________________ ____________________________ Cheryl Price, City Secretary Date City of Sanger, Tx 99 Item 12. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 GENERAL NOTES 1.ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY'S DESIGN STANDARDS. IF NO CITY STANDARD IS APPLICABLE, MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE "NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. ALL WORK REQUIRED BY THESE PLANS SHALL BE CONDUCTED IN CONFORMANCE WITH CURRENT SAFETY CODES AND STANDARDS WITH JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR SHALL CONTACT ALL FRANCHISE UTILITY COMPANIES TO HAVE THEM LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND DEPTH OF ALL FRANCHISE UTILITY SERVICES AND ANY REQUIRED RELOCATION AND/OR EXTENSIONS. SERVICES SHOWN ON THE PLANS, IF ANY, ARE CONCEPTUAL. 4.THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, POWER POLES, SIGNS, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING FOR THIS PROJECT. 5.BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 6.THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY GRADES. 7.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY, INCLUDING, BUT NOT LIMITED TO FENCES, WALLS, PAVEMENT, GRASS, TREES, AND LAWN SPRINKLER AND IRRIGATION SYSTEMS AT NO COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT (UNLESS OTHERWISE NOTED) AND IS NOT A SEPARATE PAY ITEM. 8.THE CONTRACTOR SHALL REMOVE SURPLUS MATERIAL FROM THE PROJECT AREA. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 10.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 11.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 12.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS SHALL BE SENT TO THE ARCHITECT, CIVIL ENGINEER, CONTRACTOR AND OWNER DIRECTLY FROM THE TESTING AGENCY. 13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 14.CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUM PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. 15.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 16.ALL HORIZONTAL DIMENSIONS GIVEN ARE TO FACE OF CURB AND TO PIPE CENTERLINES UNLESS OTHERWISE NOTED ON PLANS. 17.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION AND INSTALLATION OF FRANCHISE UTILITIES NECESSARY FOR ON AND OFF SITE CONSTRUCTION. PAYMENT FOR RELOCATION AND INSTALLATION WILL BE NEGOTIATED ONCE IDENTIFIED. 18.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE SHOWN. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 20.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CIVIL ENGINEER A COPY OF RECORD DRAWINGS IDENTIFYING ALL DEVIATIONS OR VARIATIONS FROM THE ORIGINAL PLANS. 21.CONTRACTOR SHALL GIVE NOTICE TO ALL AFFECTED PARTIES AND ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS OPERATIONS, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 22.ALL "RECORD" DIMENSIONS SHALL CONFORM TO THE DESIGN DIMENSIONS PLUS OR MINUS 0.02 FEET. ALL "RECORD" SLOPES SHALL CONFORM TO THE DESIGNED SLOPES PLUS OR MINUS 0.005 FOOT/FOOT. 23.CONTRACTOR SHALL CONTACT CITY BUILDING OFFICIAL TO LEARN OF ANY UNUSUAL CONSTRUCTION SEQUENCING REQUIREMENTS THAT THE CITY MAY REQUIRE. THE CONTRACTOR IS CAUTIONED THAT THIS AND PERHAPS OTHER SUCH REQUIREMENTS MAY EXIST AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH THEM. PAVING AND STRIPING NOTES 1.THE REINFORCED PORTLAND CEMENT CONCRETE SHOULD HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,600 PSI AND A MINIMUM REINFORCING THAT SHOULD BE IN ACCORDANCE WITH ACCEPTED CODES AND SHALL STRICTLY ADHERE TO DETAILS INCLUDED IN THIS SET. A BASE SUB-GRADE PER THE GEOTECHNICAL REPORT IS REQUIRED BENEATH ALL PAVING. 2.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE CITY AND PROJECT SPECIFICATIONS. 3.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 4.THE CONTRACTOR SHALL REVIEW LOCATION OF ALL TRAFFIC CONTROL DEVICES WITH THE OWNER PRIOR TO INSTALLATION. 5.SEE M.E.P. PLANS FOR LOCATION OF PROPOSED SLEEVING AND CONDUITS. 6.ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE MOST RECENT VERSION OF THE AMERICANS WITH DISABILITIES ACT OF 1994 AND THE TEXAS ARCHITECTURAL BARRIERS ACT OF 1994, AND ALL ADDENDUMS OR UPDATES. 7.CONTRACTOR SHALL SUBMIT A PAVEMENT JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY CONCRETE PAVING WORK. 8.ANY EXISTING CONCRETE OR ASPHALT SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.CONSTRUCTION JOINTS SHALL BE REQUIRED AT INTERRUPTIONS OF PAVING OPERATIONS SUCH AS THOSE OCCURRING AT THE END OF THE DAY OR DUE TO WEATHER OR EQUIPMENT BREAKDOWN. PLACE AT LONGITUDINAL CONSTRUCTION OR ISOLATION JOINT LOCATIONS. 10.CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS. CONCRETE PAVEMENT TO BE CONSTRUCTED WITH ISOLATION JOINTS AROUND THE PERIMETER OF ANY BLOCK OUT IN PAVEMENT AND SAWED DUMMY JOINTS EVERY 12' IN BOTH DIRECTIONS. 11.ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. 12.RADIAL JOINTS SHALL BE NO SHORTER THAN 24". 13.ALL CONSTRUCTION JOINTS SHALL BE SAWED, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH HOT POURED RUBBER JOINT SEALING COMPOUND. STORM SEWER NOTES 1.CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANAGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS, GRATE INLETS, AND ALL UTILITIES CROSSING THE STORM SEWER. FLOW LINES AND RIMS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE PROPOSED GRADE PRIOR TO CONSTRUCTION. 3.THE END OF ALL STORM SEWER LATERALS THAT CONNECT TO WORK BY PLUMBER SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARKED 5.0 FEET OUTSIDE THE BUILDING UNTIL FINAL CONNECTIONS ARE MADE BY PLUMBING CONTRACTOR. 4.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 5.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS. 6.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7.EXISTING MANHOLE TOPS AND ALL OTHER DRAINAGE FACILITIES SHALL BE ADJUSTED AS REQUIRED TO MATCH FINAL GRADES AS SHOWN ON GRADING PLAN. NO SEPARATE PAY ITEM. 8.ALL RCP SHALL BE CLASS 3 OR APPROVED EQUAL. STORM SEWER DISCHARGE AUTHORIZATION 1.IF THE TOTAL DISTURBED AREA EXCEEDS ONE (1) ACRE A NOTICE OF INTENT (N.O.I.) SHALL BE SUBMITTED BY THE CONTRACTOR TO THE TCEQ NO LESS THAN 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN A CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 3.A COPY OF THE SWPPP, INCLUDING CONTRACTOR CERTIFICATIONS AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY AND FILED WITH THE CONSTRUCTION PLANS, AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 4.A NOTICE OF TERMINATION (N.O.T.) SHALL BE SUBMITTED TO THE TCEQ BY THE CONTRACTOR WHEN THE SITE HAS 100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER HAS STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITIES (CONSTRUCTION), OR THE N.O.T. PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS OPERATIONAL CONTROL OF THE CONSTRUCTION. WATER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.HORIZONTAL AND VERTICAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 4.TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACK FILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE 'C' BACKFILL MATERIALS. WHEN TYPE 'C' BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER TYPE 'B' MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% PROCTOR DENSITY BY MEANS OF TAMPING ONLY. TRENCHES WHICH CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACK FILLED PER FIGURE 'A' WITH 95% PROCTOR STANDARD DENSITY OF -2, +4 OF OPTIMUM MOISTURE CONTENT. 5.TOP OF WATER LINES SHALL BE A MINIMUM OF 42" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 6.FIRE HYDRANTS SHALL BE A MINIMUM 3' BEHIND THE FACE OF THE CURB UNLESS OTHERWISE DIRECTED BY THE CITY. FIRE HYDRANTS AND VALVES AS SHOWN ON THESE PLANS ARE SYMBOLIC ONLY. 7.CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 8.ALL NEW WATER MAINS SHALL BE FULLY PURGED. 9.ALL 6", 8", 10" & 12" WATER MAINS SHALL BE PVC AWWA C900, DR-14. ALL WATER MAINS USING POLY-WRAPPED DUCTILE IRON PIPE SHALL BE CLASS 51. 10.FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE, WITH "COR-BLUE" BOLTS AND SHALL BE CLASS 250. SANITARY SEWER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.TRENCHES WHICH LIE OUTSIDE EXISTING PAVEMENTS SHALL BE BACKFILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE "C" BACKFILL MATERIAL. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER, TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY WITH MOISTURE CONTENT-2 AND +4% OF OPTIMUM MOISTURE CONTENT. 4.TYPICAL LOCATION OF SANITARY SEWER PIPE SHALL BE A MINIMUM OF 4'-0" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 5.ALL DUCTILE IRON SANITARY SEWER MAINS SHALL BE TESTED WITH STANDARD 5% DEFLECTION MANDREL. 6.ALL SANITARY SEWER LINES SHALL BE CAPPED WITH AN APPROPRIATE CAP AT THE END OF EACH WORKDAY. 7.WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. 8.ALL SEWER SERVICES SHALL BE CONSTRUCTED OF SDR-35 PIPE. TRAFFIC CONTROL NOTES 1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE OWNER, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. 2.ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), LATEST VERSION. 3.THE CONTRACTOR SHALL COVER EXISTING SIGNS AND OBLITERATE EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE INTENT OF THESE TRAFFIC CONTROL PLANS TO AVOID CONFUSION TO THE TRAVELING PUBLIC. 4.THE CONTRACTOR SHALL UNCOVER EXISTING SIGNS AND REPLACE PAVEMENT MARKINGS IN-KIND AS ORIGINALLY CONFIGURED AT THE END OF CONSTRUCTION OPERATIONS AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. 5.ALL TEMPORARY SIGNS, BARRICADES, WARNING LIGHTS AND OTHER MISCELLANEOUS TRAFFIC CONTROL MEASURES SHALL BE REMOVED AND ORIGINAL TRAFFIC CONTROL MEASURES REPLACED AT THE END OF THE CONTRACTOR'S CONSTRUCTION OPERATIONS. 6.ACCESS TO THE ADJACENT SHOPPING AREA AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. ANY CLOSURE OF ACCESS LANES SHALL BE COORDINATED WITH THE OWNER OF THE SHOPPING AREA, TARRANT VISTA PARTNERS, LLC. EROSION CONTROL NOTES 1.THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER PIPES OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS ACHIEVED. 2.CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH EXISTING TOPSOIL AND VEGETATION. 3.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE SEEDED (OR SODDED), IRRIGATED, AND MAINTAINED UNTIL PERMANENT STAND OF GRASS IS ACHIEVED WITH A MINIMUM OF 70% COVERAGE. UNLESS OTHERWISE NOTED, PRIVATE LAWN AREAS AND PARKWAYS IN FRONT OF PRIVATE LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH BLOCK SOD SIMILAR TO THAT EXISTING. 4.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS/EGRESS TO THE SITE. 5.CONSTRUCTION ENTRANCE: ·MINIMUM SIZE STONE: 5-INCHES DIAMETER ·THICKNESS: NOT LESS THAN 8-INCHES ·LENGTH: AS SHOWN ON PLAN ·WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS. ·MAINTENANCE REQUIREMENTS: AS NECESSARY TO PREVENT TRACKING OR FLOWING MUD INTO PUBLIC RIGHT-OF-WAY OR PARKING AREAS. 6.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ON A PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. 7.CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH IS DISTURBED. 8.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE FILTER BARRIER (OR OTHER METHOD APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT ADVERSE OFF SITE IMPACTS OR STORM WATER QUALITY FROM SILT AND CONSTRUCTION DEBRIS FLOWING ONTO ADJACENT PROPERTIES AS REQUIRED BY THE CITY. 9.BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 10.CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION. 11.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY THE T.C.E.Q. OR THE GOVERNING CITY. GRADING NOTES 1.IF A GRADING PERMIT IS REQUIRED FROM THE CITY PRIOR TO STARTING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT AND PAYING ALL ASSOCIATED FEES. 2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 3.ALL SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE UNLESS NOTED OTHERWISE. 4.CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE EXISTING AND PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. CONTRACTOR ADJUSTMENTS TO SPOT GRADES TO MAINTAIN POSITIVE DRAINAGE IS ALLOWED WITH THE PRIOR APPROVAL OF THE ENGINEER. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PAVING IF ANY AREAS OF POOR DRAINAGE ARE ENCOUNTERED. 5.THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 6.ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. 7.ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE GEOTECHNICAL REPORT. 8.GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 9.THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND USE TO DETERMINE HIS BID ACCORDINGLY. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES (PER A.D.A. & T.A.S) EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. AND T.A.S. COMPLIANCE ISSUES. GE N E R A L N O T E S C-1 100 Item 12. ////// /// //////////// /// ///////////////////////////////// //////////////////////////////////////////////////////////// CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. CALLED 95 ACRES JACKSON JAY MARSHALL DOC. NO. 2013-133569 O.R.D.C.T. CALLED 5 ACRES ALBERT W. KEITH (NO RECORD FOUND) POND FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL 14.5' X 14.9' METAL SHED FL-12"CMP=690.0'(W) SPOIL PILE STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / /// /// /// /// // / /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. (N 88°49'21"W) 194.58' T (S 0 9 ° 1 9 ' 5 9 " W ) (S 20°27'44" E) 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' EX. 6 - 24" PIPES EX. 4 - 24" PIPES NO PA R K I N G VA N NOPARKING NOPARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PA R K I N G NO PAR K I N G NO PARKING VAN NO PARKING NO PA R K I N G NOPARKING NO PARKING VAN IP FB 25' CE CW IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB 0 GRAPHIC SCALE 1 inch = ft. 150 150 300 150 75 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 OV E R A L L E R O S I O N C O N T R O L P L A N C-2.0 SHEET C-2.3 SHEET C-2.1 SHEET C-2.2 SHEET C-2.4 101 Item 12. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PARKING NO PARKING VAN X X X X X X X X X X X XXX X X X X X X X XXX X X X X X X X X X X X X XXX X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X IP FB IP IP IP IP IP IP IP IP IP IP IP IP IP FB FB FB FB FB FB FB FB DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-2.3 MA T C H L I N E S H E E T C- 2 . 2 ER O S I O N C O N T R O L P L A N C-2.1 MATCHLINE SHEET C-2.4 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 102 Item 12. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' NO PA R K I N G VA N NO PA R K I N G X X X X X X X X X X IP IP IP IP FB FB FB FB 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S H E E T C- 2 . 1 ER O S I O N C O N T R O L P L A N C-2.2 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 103 Item 12. /////////////// ///////// ////////////////////////////////////////// ////////////////////////////// ////////////////////////////////////////// /// /// // / //////////////////////////////////////////////// CHAPMAN ROAD 25' CE CW IP FB FB FB FB FB 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-2.1 CHAPMAN ROAD (F.M. 455) ER O S I O N C O N T R O L P L A N C-2.3 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 104 Item 12. FB FB X CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' FB FB FB FB DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-2.1 ER O S I O N C O N T R O L P L A N C-2.4 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCHLINE THIS SHEET MATCHLINE THIS SHEET FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 105 Item 12. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ER O S I O N C O N T R O L D E T A I L S C-2.5 PLAN VIEW PROFILE "ROCK FOR FOUNDATION" (4" - 8" ROCK) ROADWAY FILTER FABRIC UNDERLINER (MIRAFI 140NL) EXISTING GRADE 50' MIN. GRADE TO PREVENT RUNOFF FROM LEAVING SITE CONSTRUCTION ENTRANCE CONCRETE WASHOUT DETAIL A A GENERAL PLAN SANDBAGS EXIST. GRADE 10 MIL PLASTIC SHEET 6" MIN. MAX. FILL LEVEL 1'-6" MIN. VARIES SECTION A-A VA R I E S 106 Item 12. /////////////////////////////////////////////////////////////////////////// /////////////////////////// /// /////////////////////////////////////////////////// STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) (S 20°27'44" E) 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S R 3 0 ' R 3 0 ' R1264 . 1 ' R1220 . 1 ' R30' R2 0 ' R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 5. 4 7 ' 18'26'18' 18 ' 26 ' 18 ' 5. 6 3 ' 18' 26' 1 6 ' 2 . 4 2 ' 1 6 ' 7.16' 62' 18' 18' 9 6 . 5 1 ' 18 ' 26 ' 18 ' 1 6 ' 1 6 ' 2 . 4 2 ' 18 ' 26 ' 18 ' 6' 18' 26' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9 ' 9 ' 9' 9' 1 6 ' 2 . 4 2 ' 1 6 ' 1 6 ' 1 6 ' 1 6 ' 2 . 4 2 ' 60' 60' 2 6 ' R 3 0 ' R3 0 ' 40'41.75' 40.9' 77.36' 26 . 3 ' 51.49' 77 . 9 2 ' 224.5' 224.5' 77 . 9 2 ' 77.92' 22 4 . 5 ' 224.5'77 . 9 2 ' 224.5'77 . 9 2 ' 77 . 1 ' 86 . 2 5 ' 224.5' 7 7 . 9 2 ' 5 0 . 8 3 ' 84 . 1 2 ' 95.31 ' 20 . 0 5 ' 47.16 ' 2 0 . 9 3 ' 49.61 ' 2 0 . 9 1 ' 51.3 2 ' 54.5 ' 8 1 . 6 7 ' 49.5 6 ' 2 0 . 9 9 ' 1 8 . 5 2 ' 8 0 . 6 7 ' 54.5 ' 1 5 . 5 2 ' 42. 8 1 ' 1 9 . 9 ' 164.32' 84 . 3 6 ' 10 6 . 3 7 ' 24' R2 0 ' R20' 24' 3 0 ' 3 0 ' R1388.61' R1364.61' R30 ' R30' R3 0 ' 12 CARPORT MAINT. BLDG. 9 CARPORT 11 CARPORT 12 CARPORT 8 CARPORT 6 CARPORT 7 CARPORT 12 CARPORT 12 CARPORT12 CARPORT 11 CARPORT 6 CARPORT 6 CARPORT R 3 0 ' 9 CARPORT AC UNIT TYP. TRANSFORMER TYP. AC UNIT TYP. AC UNIT TYP. TRANSFORMER TYP. POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PA R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE NAIL FND. MAG5/8" IRF1/2" CIRF KAZ 53121/2" CIRF ISBELL ENGR5/8" IRF LEANING1/2" CIRF RED100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.6465/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF5/8" CIRF DNF DNF5/8" IRFDNFDNF5/8" IRF BENT DNF1/2" CIRF REDDNF SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . TXDOT PAR. No. 17-2-A CALLED 1.32 ACRES DATED MARCH 21ST, 1956 VOL. 400, PG. 213 D.R.D.C.T. TXDOT PARCEL 58 INS. No. 2018-130057 100446FIRE HYDRANTEL=701.992 S141C S141B S141 S142 S143 S140 S140B S141E S141D S141C S141B S141 S142 S143 S143 S144 S145 S143 S146 N135 N132 S140 S140B S141E S141D S141C S141B S141 S142 S143 S143 S144 S145 S143 S146 N135 N132 NAIL FND. MAG 1/2" CIRF ISBELL ENGR5/8" IRF LEANINGEL=700.040 100477WDN. FENCEEL=701.6465/8" CIRF5/8" IRFDNF DNF 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . TXDOT PAR. No. 17-2-A CALLED 1.32 ACRES DATED MARCH 21ST, 1956 VOL. 400, PG. 213 D.R.D.C.T. TXDOT PARCEL 58 INS. No. 2018-130057 100446FIRE HYDRANTEL=701.992 S141C S141B S141 S142 S143 NAIL FND. MAG5/8" IRF1/2" CIRF KAZ 53121/2" CIRF RED100476WDN. FENCE !5/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF DNF DNF DNF5/8" IRF BENT1/2" CIRF REDDNF 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 TXDOT PAR. No. 17-2-A CALLED 1.32 ACRES DATED MARCH 21ST, 1956 VOL. 400, PG. 213 D.R.D.C.T. S141C S141B S141 S142 S143 R3 0 ' R5 ' R4' R4 ' R4 ' R3' R 3 ' R 3 ' R3 ' R 3 ' R3' R 3 ' R3' R 3 ' R 3 ' R3'R 3 'R3 'R3' R 3 ' R 3 'R3 ' R3' R3' R3' R3' 56.36' 6 CARPORT R 3 ' R3' R 3 ' R3' R 3 ' R3' R3' R 3 ' R3' R3' R3' R 3 ' R3' R3'R3'R3' R3 ' R3' R 3 ' R3' R 3 ' R3 ' R 3 ' R 3 ' R3 ' R3' R3' R 3 ' R5 0 ' R 3 0 ' R30' 6 CARPORT R3' R 3 ' R3 ' R 3 ' R3' R 3 ' R3 ' R 3 ' R3' R3 ' R3' R 3 ' R 3 ' R3' R3 ' R3'R3'R3' R5 ' R2' R3' R3' R3' R 3 ' R 3 ' R30 ' R3' R2' 18 ' 26 ' 18 ' 5. 5 2 ' R4 ' R3' R3' R4 ' R4 ' R4' R3 ' R3' R4 ' R3 ' R3' R3 ' R3' R4' R4' LARGE DOG SMALL DOG AC UNIT TYP. AC UNIT TYP. AC UNIT TYP. PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCEPRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE STREET FENCE STREET FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE POOL FENCE 126 LF 2' CURB WALL 108 LF 2' CURB WALL 54 LF 2' CURB WALL5' SIDEWALK ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK FIRE PUMP BLDG. ADA RAMP CONNECT TO ROAD BY OTHERS CONCRETE DRIVE BY OTHERS R135 5 ' REFERENCE SHEET C-3.3 FOR PLAN AND PROFILE OF COLLECTOR ROAD R1355 ' R1325' R1385' 3' PILOT CHANNEL 3' PILOT CHANNEL 3' PILOT CHANNEL 108 LF 2' CURB WALL 81 LF 2' CURB WALL 72 LF 2' CURB WALL 0 GRAPHIC SCALE 1 inch = ft. 80 80 160 80 40 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 OV E R A L L D I M E N S I O N C O N T R O L PL A N C-3.0 SHEET C-3.1 SHEET C-3.2 SHEET C-3.3 C O L L E C T O R R O A D 107 Item 12. X ••• • R 3 0 ' R 3 0 ' R126 4 . 1 ' R122 0 . 1 ' R30' R2 0 ' 18'26'18' 18 ' 26 ' 18 ' 5. 4 7 ' 18' 26' 1 6 ' 2 . 4 2 ' 1 6 ' 7.16' 62' 18' 18' 9 6 . 5 1 ' 18 ' 26 ' 18 ' 1 6 ' 1 6 ' 2 . 4 2 ' 18 ' 26 ' 18 ' 6' 18' 26' 9' 9' 9' 9' 9 ' 9 ' 9' 9' 1 6 ' 2 . 4 2 ' 1 6 ' 1 6 ' 1 6 ' 1 6 ' 2 . 4 2 ' 60' 2 6 ' 40' 77.36' 26 . 3 ' 51.49' 77 . 9 2 ' 224.5' 224.5'77 . 9 2 ' 86 . 2 5 ' 224.5' 7 7 . 9 2 ' 5 0 . 8 3 ' 84 . 1 2 ' 95.31 ' 20 . 0 5 ' 47.16 ' 2 0 . 9 3 ' 49.61 ' 2 0 . 9 1 ' 51.3 2 ' 54.5 ' 8 1 . 6 7 ' 49.5 6 ' 2 0 . 9 9 ' 1 8 . 5 2 ' 8 0 . 6 7 ' 54. 5 ' 1 5 . 5 2 ' 42. 8 1 ' 1 9 . 9 ' 164.32' 84 . 3 6 ' 24' R2 0 ' R20' 3 0 ' 3 0 ' R30' R3 0 ' 12 CARPORT MAINT. BLDG. 9 CARPORT 11 CARPORT 12 CARPORT12 CARPORT 11 CARPORT 6 CARPORT 6 CARPORT R 3 0 ' 9 CARPORT AC UNIT TYP. TRANSFORMER TYP. AC UNIT TYP. TRANSFORMER TYP. POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PARKING NO PARKING VAN X X X X X X X X X X X XXX XX X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH ENCLOSURE TRASH ENCLOSURE R3 0 ' R5 ' R4' R4 ' R4 ' R3' R 3 ' R 3 ' R3 ' R 3 ' R3' R 3 ' R3' R 3 ' R 3 ' R3' R 3 'R3 'R3' R 3 ' R 3 ' R3 ' R3 ' R 3 ' R3' R3' 56.36' R3 ' R3 ' R3'R3'R3' R 5 ' R2' R3' R3' R3' R 3 ' R 3 ' R30 ' R3' R2' R4 ' R3' R3' R4 ' R4 ' R4' R3 ' R3' R4 ' R3 ' R3' R3 ' R3' R4' R4' LARGE DOG SMALL DOG AC UNIT TYP. AC UNIT TYP. PRIVATE FENCE PRIVATE FENCEPRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE STREET FENCE STREET FENCE PERIMETER FENCE PERIMETER FENCE POOL FENCE 5' SIDEWALK ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK FIRE PUMP BLDG. ADA RAMP R135 5 ' REFERENCE SHEET C-3.3 FOR PLAN AND PROFILE OF COLLECTOR ROAD R1355 ' R1325' R1385 ' 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 DI M E N S I O N C O N T R O L P L A N C-3.1 REGULAR PARKING 470 SPACES ADA PARKING 16 SPACES TOTAL 486 SPACES PARKING MA T C H L I N E S H E E T C- 3 . 2 LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 108 Item 12. ELECTRICAL EASEMENT VOLUME 1491, PG. 12 LOT 13 BLOCK A 1.03 AC BLOCK A LOT 12 BLOCK A 0.89 AC LOT 3 BLOCK A 16.47 AC DETENTION POND 1 R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 5. 6 3 ' 9' 9' 9' 9' 9' 9' R 3 0 ' R3 0 ' 40'41.75' 40.9' 224.5' 77 . 9 2 ' 77.92' 22 4 . 5 ' 224.5'77 . 9 2 ' 77 . 1 ' 10 6 . 3 7 ' R30 '12 CARPORT 8 CARPORT 6 CARPORT 7 CARPORT 12 CARPORT AC UNIT TYP. NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PA R K I N G X XXX XX X X X X X X X X X X XXX X X X X X X X X X X X TRASH ENCLOSURE 6 CARPORT R 3 ' R3' R 3 ' R3' R 3 ' R3' R3 ' R 3 ' R3' R3' R3' R 3 ' R3' R3'R3' R 3 ' R3 ' R3' R 3 ' R3' R 3 ' R3 ' R 3 ' R 3 ' R3 ' R3 ' R3' R 3 ' R5 0 ' R 3 0 ' R30' 6 CARPORT R3' R 3 ' R3 ' R 3 ' R3' R 3 ' R3 ' R 3 ' R3' R 3 ' R3' R 3 ' R 3 ' R3' 18 ' 26 ' 18 ' 5. 5 2 ' AC UNIT TYP. PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE 126 LF 2' CURB WALL 108 LF 2' CURB WALL 54 LF 2' CURB WALL ADA RAMP ADA RAMP ADA RAMP 5' SIDEWALK 5' SIDEWALK CONNECT TO ROAD BY OTHERS 3' PILOT CHANNEL 3' PILOT CHANNEL 3' PILOT CHANNEL 108 LF 2' CURB WALL 81 LF 2' CURB WALL 72 LF 2' CURB WALL 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 DI M E N S I O N C O N T R O L P L A N C-3.2 MA T C H L I N E S H E E T C- 3 . 1 LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 109 Item 12. NO P A R K I N G V A N NO PARKI N G N O PA R K I N G V A N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 / 2 " C I R F I S B E L L E N G R 1 / 2 " C I R F K A Z 5 3 1 2 1 / 2 " C I R F R E D R 1 3 5 5 ' R 1 3 2 5 ' R 1 3 8 5 ' COLLECTOR ROAD DRIVE BY OTHERS EXIST. GROUND PROP. GROUND ST A : 5 + 9 7 . 0 6 P V C EL E V : 6 9 9 . 5 5 ST A : 6 + 9 7 . 0 6 P V T EL E V : 6 9 9 . 5 7 ST A : 9 + 1 9 . 5 9 P V C EL E V : 6 9 7 . 8 1 ST A : 1 0 + 6 9 . 5 9 P V T EL E V : 6 9 7 . 8 1 ST A : 1 2 + 7 1 . 7 4 EN D R O A D IN S T A L L B A R R I C A D E EL E V : 6 9 9 . 8 7 ST A : 0 + 0 0 . 0 0 CO N N E C T T O D R I V E W A Y BY O T H E R S EL E V : 7 0 6 . 4 8 150' VC PVI STA: 9+94.59 PVI ELEV: 696.64 K: 69.44 100' VC PVI STA: 6+47.06 PVI ELEV: 700.14 K: 31.82 4:1 MAX PR O P E R T Y L I N E CL E N T R A N C E D R I V E PR O P E R T Y L I N E ST A : 3 + 2 8 . 3 0 P V C EL E V : 6 9 9 . 2 3 ST A : 4 + 7 8 . 3 1 P V T EL E V : 6 9 8 . 3 7 150' VC PVI STA: 4+02.76 PVI ELEV: 697.30 K: 43.60 TOP OF WEST PAVING 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 LEGEND PROPOSED CONCRETE CURB AND GUTTER PROPERTY LINE PROPOSED FIRE LANE CO L L E C T O R R O A D PL A N A N D P R O F I L E C-3.3 60' RIGHT-OF-WAY CROSS SECTION CH A P M A N R O A D ( F M 4 5 5 ) 6 0 ' R O W 2 4 ' 6 ' PROPOSED DRIVE APRON BY TxDOT R20' R2 0 ' TX D O T R O W PROPOSED BARRICADE PROPOSED 36" STOP SIGN PROPOSED BARRICADE TEMPORARY BARRICADE SIDEWALK AROUND PROP. FIRE HYD. SIDEWALK AROUND PROP. FIRE HYD. PROPOSED ADA RAMP PROPOSED ADA RAMP S T A : 2 + 4 6 . 1 2 PROPOSED CURB PROPOSED CURB 12+55.04, 24' RT. EL: 699.22 12+55.04, 0.00' RT. EL: 699.70 9+83.35, 24.13' RT. EL: 696.71 9+94.75, 24.13' RT. EL: 696.58 9+19.42, 24.15' RT. EL: 697.19 6+47.09, 24.16' RT. EL: 699.41 6+47.09, 0.16' RT. EL: 699.89 4+03.29, 24.09' RT. EL: 697.43 2+46.12, 0.00' RT. EL: 700.36 2+46.12, 24' RT. EL: 699.84 DOUBLE YELLOW 4" WIDE PAINTED STRIPES DOUBLE YELLOW 4" WIDE PAINTED STRIPES DOUBLE YELLOW 4" WIDE PAINTED STRIPES max slope is 2% within 100' of an intersection. is this a PC? if so make sure it is clrearly denoted Provide curve data is this a PT? 110 Item 12. /////////////////////////////////////////////////////////////////////////// /////////////////////////// /// /////////////////////////////////////////////////// STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) (S 20°27'44" E) 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S R 3 0 ' R3 0 ' R1220 . 1 ' R30' R30 ' R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 18'26'18' 18 ' 26 ' 18 ' 18' 26' 18' 18' 18 ' 26 ' 18 ' 18 ' 26 ' 18 ' 18' 26' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9 ' 9 ' 9' 9' 60' 2 6 ' R 3 0 ' R2 0 ' R20' 3 0 ' 30 ' R30 ' R30' R3 0 ' MAINT. BLDG. R 3 0 ' POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PA R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH COMPACTOR TRASH ENCLOSURE TRASH ENCLOSURE R30 ' 18 ' 26 ' 18 ' FIRE LANE STRIPING (TYP.)FIRE LANE STRIPING (TYP.) FIRE LANE STRIPING (TYP.)FIRE LANE STRIPING (TYP.) FI R E L A N E ST R I P I N G ( T Y P . ) FI R E L A N E ST R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° PEDESTRIAN CROSSING CAUTION SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° R 3 0 ' STAMPED CONCRETE FEATURE REF. ARCHITECTS PLANS 2' CURB WALL REF. GRADING PLAN 0 GRAPHIC SCALE 1 inch = ft. 80 80 160 80 40 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 OV E R A L L P A V I N G , S T R I P I N G A N D SI G N A G E P L A N C-4.0 SHEET C-4.1 SHEET C-4.2 111 Item 12. X ••• • R 3 0 ' R3 0 ' R122 0 . 1 ' R30' 18'26'18' 18 ' 26 ' 18 ' 18' 26' 18' 18' 18 ' 26 ' 18 ' 18 ' 26 ' 18 ' 18' 26' 9' 9' 9' 9 ' 9 ' 9' 9' 60' 2 6 ' R2 0 ' R20' 3 0 ' 3 0 ' R30' R3 0 ' MAINT. BLDG. R 3 0 ' POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PARKING NO PARKING VAN X X X X X X X X X X X XXX XX X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH COMPACTOR TRASH ENCLOSURE FIRE LANE STRIPING (TYP.) FIRE LANE STRIPING (TYP.) FI R E L A N E ST R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° PEDESTRIAN CROSSING CAUTION SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° STAMPED CONCRETE FEATURE REF. ARCHITECTS PLANS 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 5" THICK LIGHT DUTY PAVEMENT 6" THICK MODERATE DUTY PAVEMENT 7" THICK HEAVY DUTY PAVEMENT NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 PA V I N G , S T R I P I N G A N D S I G N A G E PL A N C-4.1 REGULAR PARKING 465 SPACES ADA PARKING 18 SPACES TOTAL 483 SPACES PARKING MA T C H L I N E S H E E T C- 4 . 2 Show how this is calculated. Show that this matches the approved PD The preliminary plat references ordinance 12-32-22 what are the plans within the roadway 112 Item 12. ELECTRICAL EASEMENT VOLUME 1491, PG. 12 LOT 13 BLOCK A 1.03 AC BLOCK A LOT 12 BLOCK A 0.89 AC LOT 3 BLOCK A 16.47 AC DETENTION POND 1 R30 ' R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 9' 9' 9' 9' 9' 9' R 3 0 ' R30 ' NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PA R K I N G X XXX X X X X X X X X X X X X XXX X X X X X X X X X X X TRASH ENCLOSURE R30 ' 18 ' 26 ' 18 ' FIRE LANE STRIPING (TYP.) FIRE LANE STRIPING (TYP.) FI R E L A N E ST R I P I N G ( T Y P . ) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) 6" CURB (TYP.) 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) R 3 0 ' 2' CURB WALL REF. GRADING PLAN 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 5" THICK LIGHT DUTY PAVEMENT 6" THICK MODERATE DUTY PAVEMENT 7" THICK HEAVY DUTY PAVEMENT PA V I N G , S T R I P I N G A N D S I G N A G E PL A N C-4.2 MA T C H L I N E S H E E T C- 4 . 1 Provide Geotechnical Report 113 Item 12. X •• • NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN GATE GATE GATE PEDESTRIAN ACCESS PEDESTRIAN ACCESS 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 LEGEND PROPOSED CONCRETE CURB AND GUTTER PROPERTY LINE PROPOSED FIRE LANE STREET FRONTAGE FENCE (72" HT WROUGHT IRON FENCE, MASONRY COLUMNS 24' O.C.) PERIMETER FENCE (72" HT WROUGHT IRON FENCE) POOL/DOG PARK FENCE (60" HT STEEL TUBE FENCE) PRIVATE YARD FENCE (42" HT STEEL TUBE FENCE) DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FE N C E P L A N C-4.3 Provide gate details. must conform to ordinance 10.105(3) 114 Item 12. X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X XX X 695 6 9 5 69 9 70 0 701 702 7 0 3 701 702 70 3 70 4 69 6 6 9 7 S 0 1 ° 2 6 ' 2 3 " W 1 1 8 3 . 5 7 ' CIRS L1 1/2" IRF (S 0 0 ° 1 4 ' 5 5 " E ) LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. EXCHANGE DRIVE (50' WIDE R.O.W.) CABINET E, PG. 280, P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . S 88°37'28" E (1186.11') N 88°36'29" W 419.32' N 01°13'52" E 9.80' N 88°21'17" W (221.87') N 0 1 ° 2 6 ' 2 3 " E 1 0 0 2 . 9 7 ' 1122.76' 94 2 . 8 9 ' CIRS CIRSCIRSCIRS 1/2" IRF (S 88°11'56" E) (N 0 1 ° 5 3 ' 4 0 " E ) CIRS N 69°54'47" W (55.48') (N 88°13'58" W)(N 01°26'26" E) (N 88°08'43" E) (N 7 0 ° 2 5 ' 0 9 " W ) UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND WATER AND UTILITY DOC. NO. 2015-56982 36.7 8 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 68 3 682 681 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 692 68969 0 69 1 68 8 68 7 68568 6 68 2 683 684 68 1 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 /// /// /// /// S 20°05'13" W 30.70' CIRS 1/2" CIRS "ISBELL ENGINEERING" (S 20°27'44" E) "X" CUT SET 5/8" CIRF "TXDOT" 233. 6 0 ' N 70 ° 4 0 ' 5 2 " W (N 69°32'18" W) 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. S 20°05'13" W 30.70' 194.58' • • N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. 36.7 8 ' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X XX X X X X XX X X X X X X X XX X X X X XX X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8,400 sf (70' x 120') 165 SPACES LOT 7 BLOCK A 5.17 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC LOT 3 BLOCK A 16.47 AC LOT 4 BLOCK A 3.07 AC LOT 5 BLOCK A 1.53 AC CORNER LOT 1.13 AC DETENTION POND 1 FF = 692.90 FF = 693.90 FF = 695.90 FF = 694.85 FF = 692.90 FF = 696.90 FF = 697.90 FF = 698.16 FF = 698.31 F F = 6 9 7 . 9 7 FF = 699.28 FF = 697.73 FF = 698.05 FF = 698.81 FF = 699.22 NOTE: WALLS FOR DETENTION POND ARE DESIGN BUILD BY CONTRACTOR, AND MUST SUBMIT ENGINEERED PLANS FOR REVIEW AND PERMIT 5' CURB INLET 5' CURB INLET 5' CURB INLET 10' CURB INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 5' CURB INLET 5' CURB INLET 3' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET NAIL FND. MAG 100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 5/8" CIRF ORANGE SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 S142 S143 S142 S143 NAIL FND. MAG EL=700.040 100477WDN. FENCEEL=701.646 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 NAIL FND. MAG 100476WDN. FENCE ! 5/8" CIRF ORANGE302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 SHEET C-5.1 SHEET C-5.2 SHEET C-5.3 SHEET C-5.4 SHEET C-5.5 SHEET C-5.6 0 GRAPHIC SCALE 1 inch = ft. 60 60 120 60 30 OV E R A L L G R A D I N G P L A N C-5.0 115 Item 12. NO PARKING VAN N O P A R K I N G NO PARKING VAN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 699.87 FF = 698.05 FF = 698.81 FF = 699.22 FF = 696.90 FF = 697.90 696.22 695.73 695.87 695.87 695.87 695.32 695.40 696.17 696.55 695.70 696.08 697.13 695.60 TG = 695.25 697.85 697.85 698.20 697.07 697.13 696.59 697.11 695.95 696.42 696.42 696.88 696.48 697.09 696.17 695.68696.12 697.17 697.17 697.17 697.27 697.36 696.99 697.17 696.99 696.99 696.99 696.18 696.36 695.95 699.40 696.58 697.40 69 5 . 8 3 69 5 . 8 2 69 5 . 8 3 69 6 . 2 7 69 6 . 7 7 69 6 . 7 7 69 6 . 1 7 69 6 . 1 7 69 6 . 1 7 69 6 . 1 8 69 5 . 7 3 697.13 69 6 . 6 3 69 6 . 7 6 69 6 . 7 6 69 6 . 8 9 69 6 . 9 5 69 6 . 9 5 69 7 . 5 4 69 8 . 1 1 69 8 . 5 9 69 5 . 7 0 69 5 . 4 0 69 5 . 3 5 69 5 . 3 6 69 5 . 4 5 69 5 . 7 5 69 6 . 5 5 69 6 . 4 0 69 6 . 3 5 69 6 . 4 0 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 7 9 69 5 . 7 0 69 5 . 7 0 69 5 . 7 9 696 . 8 4 69 6 . 4 7 69 6 . 4 7 69 6 . 7 7 69 5 . 5 3 695 . 4 8 69 5 . 3 9 69 5 . 2 8 69 7 . 6 2 697 . 9 5 696.48 697.11 697.19 697.35 696.95 696.70 696.82 695.83 696.78 696.78 697.64 698.28 69 8 . 3 2 69 8 . 5 1 698.72 697.90 697.93 698.17 697.30 697.27 697.50 697.35 697.29 697.44 696.23 696.53 696.85 696.85 696.93 697.12 697.55 697.17 697.51 696.08 696.16 696.32 697.75 698 . 1 5 69 7 . 4 2 697.03 696.81 696.69 696.85 696.81 696.69 697.03 696.99 697.75 697.67 697.65 697.77 697.55 697.79 697.50 TG = 693.78 696.16 69 6 . 5 7 696.13 694.39 697.41 696.89 697.55 697.55 697.55 697.55 698.31 698.31 698.31 698.31 698.72 698.72 698.72 69 6 . 5 7 69 6 . 5 6 69 6 . 5 7 696 . 3 8 69 6 . 3 5 69 6 . 5 4 69 6 . 8 8 696 . 7 9 69 6 . 6 8 69 6 . 8 4 69 6 . 6 6 69 6 . 6 2 69 6 . 7 7 69 6 . 5 6 69 6 . 5 7 69 6 . 5 7 69 6 . 5 0 69 7 . 4 0 69 7 . 4 0 69 5 . 4 9 69 5 . 6 8 694.01 693.90 697.57 697.63 699.22 699.70 698.35 697.82 697.82 696.50 696.57 FF = 696.90 FF = 697.90 FF = 698.05 FF = 698.81 FF = 699.22 5' CURB INLET 10' CURB INLET 3' GRATE INLET 2' AREA INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 3 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.2 GR A D I N G P L A N C-5.1 A minimum slope of 0.50% is required for earthen channels and swales per ordinance 10.106(d)(9). (TYP 116 Item 12. NO PARKING NO PARKING X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FF = 698.31 FF = 698.16 FF = 699.28 FF = 697.73 697.11 697.05 698.81 697.70 697.29 695.63 696.62 697.40 696.89 696.89 698.40 698.41 697.75 697.42 697.39 697.39 697.14697.07 697.50697.50 696.88 696.58 699.89 697.06 69 7 . 6 2 697 . 9 5 69 8 . 0 6 69 5 . 7 0 69 8 . 0 5 69 8 . 0 6 699.90± ME 698.26 697.00 697.39 698.77698.78 698.77 698.41698.41698.42 696.97 696.82 698.10 697.81 697.90 696.74 697.56697.35 697.36 698.16 697.36 697.56 697.05 697.38 697.48 696.23 696.61 696.56 696.59 696.68 697.04 696.83 697.90 696.68 696.85 697.01 697.01 698.40 698.40698.47 698.53 696.93 698.47 697.71 697.43 697.60 696.63 696.13 699.50699.41 697.19 697.81 697.81 697.81 697.81 698.78 698.78 698.78 698.78 697.23 697.23 697.23 697.73 69 7 . 8 7 697 . 8 3 69 7 . 6 9 69 7 . 7 7 69 7 . 7 8 699.41 699.24 696.50 FF = 698.16 FF = 698.31 FF = 699.28 FF = 697.73 5' CURB INLET 5' CURB INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 4 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.1 GR A D I N G P L A N C-5.2 117 Item 12. XXX X X X X X X XX X X X X X X695 6 9 5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 692 68969 0 69 1 68 8 6 9 1 6 9 2 6 9 3 6 9 5 6 8 9 NO PARKING NO PARKING NO PARKING X X X XXXXXX X X X X X X X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X XXXXXX X X XX X X X X X X X X XXX X X X X X X X X FF = 694.85 FF = 695.90 FF = 693.90 FF = 692.90 692.20 692.20 690.99 692.21 TG = 691.28 692.20 692.30 694.15 694.15 693.98 TG = 693.08 TG = 691.04 692.00 TG = 690.48 TG = 692.78 694.04 691.59 692.20 692.20692.80 694.15 693.70 693.59 693.66 693.88 693.81 692.43 692.08 691.84 691.91 691.26 691.18 693.70693.70693.70693.70 693.35 693.35 693.35 693.35 694.25 69 4 . 3 0 69 3 . 8 0 69 3 . 8 0 694 . 3 0 69 4 . 7 5 69 4 . 3 0 69 4 . 3 0 69 4 . 8 5 693.08 69 3 . 3 0 69 4 . 2 0 69 3 . 1 9 69 3 . 1 8 69 3 . 2 5 69 3 . 1 2 69 3 . 1 4 69 3 . 5 8 69 3 . 7 0 69 3 . 7 6 69 3 . 8 5 69 3 . 4 4 693 . 4 4 69 3 . 4 6 69 3 . 5 1 694.15 69 2 . 8 0 69 2 . 8 0 69 2 . 3 0 694 . 0 0 69 3 . 9 5 69 3 . 9 5 69 4 . 0 0 69 3 . 6 7 69 3 . 6 9 69 3 . 7 3 69 3 . 6 6 69 2 . 4 3 69 2 . 2 8 69 2 . 1 9 69 2 . 0 8 69 1 . 8 6 69 1 . 8 9 69 1 . 9 8 69 1 . 9 3 691 . 7 2 69 1 . 8 6 69 1 . 8 4 69 1 . 8 6 69 2 . 4 5 69 1 . 7 1 69 1 . 6 4 69 1 . 6 9 69 1 . 7 6 69 2 . 0 2 69 1 . 9 7 69 2 . 0 0 69 2 . 0 5 69 1 . 3 2 69 1 . 2 1 69 1 . 1 2 69 1 . 2 1 69 1 . 0 4 69 1 . 0 7 69 1 . 1 1 691 . 0 3 69 2 . 9 0 69 2 . 1 9 69 2 . 1 1 69 4 . 4 0 69 4 . 4 0 69 3 . 9 0 69 4 . 4 0 69 5 . 0 0 69 5 . 4 0 695 . 8 0 69 5 . 8 0 69 5 . 8 0 69 5 . 8 0 69 5 . 7 0 697.31 697.80 697.50 694.42 TG = 693.78 695.16 696.18 TG = 694.80 697.50 691.74 693.20 692.13 69 1 . 5 7 692.25 69 2 . 8 0 69 2 . 8 0 697.40 697.41 695.90 696.76 696.89 697.79 69 4 . 4 3 69 4 . 4 3 69 4 . 3 9 69 4 . 4 5 69 4 . 3 4 69 4 . 5 5 694 . 4 6 69 4 . 6 7 69 4 . 4 8 69 4 . 4 9 69 2 . 5 5 692 . 5 3 692 . 5 6 69 2 . 5 6 69 2 . 4 0 69 2 . 5 5 694 . 4 4 69 2 . 6 4 69 2 . 3 8 69 2 . 6 1 69 5 . 7 0 69 5 . 5 9 69 5 . 5 3 69 3 . 4 1 69 3 . 5 4 69 2 . 5 4 69 2 . 5 7 69 2 . 4 7 69 2 . 4 9 692 . 5 6 69 3 . 4 6 69 3 . 5 1 69 3 . 5 2 69 3 . 5 3 69 3 . 4 9 69 5 . 3 6 69 5 . 5 7 69 5 . 5 4 69 5 . 5 5 69 5 . 5 2 69 6 . 3 1 690.90 69 1 . 4 4 691.77 693.52 692.00 69 3 . 9 5 69 3 . 5 3 697.80 697.80 696.55696.45 695.20695.10 693.75 694.20 695.00 695.00 695.00 695.00 692.00 692.00 692.00 692.00 694.30 694.80 695.00 FF = 692.90 FF = 693.90 FF = 695.90 FF = 694.85 3' GRATE INLET 3' GRATE INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 5 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.4 MA T C H L I N E S H E E T C- 5 . 1 GR A D I N G P L A N C-5.3 0' - 7 1 / 4 " Max slope exceeded Min 0.5% slope required 118 Item 12. X X X X X X X X X X X X X X 69 9 70 0 69 9 698 69 8 697 69 7 6 9 0 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PARKING NO PA R K I N G PARKING VAN NO PARKING X X X X X X X X X X X 8,400 sf (70' x 120') 165 SPACES LOT 7 BLOCK A 5.17 AC LOT 6 BLOCK A 2.25 AC 693.20 692.66 TG = 691.97 692.98 692.64 693.50 694.80 695.20 694.85 694.53 694.83 FF = 694.90 697.45 698.56 696.99 696.47 696.47 698.05 698.05697.68 697.68 693.97 695.20 697.39 697.39 697.39 697.14697.07 697.50 693.14 69 2 . 2 2 692 . 8 3 69 2 . 1 2 693.20 69 1 . 9 1 692 . 4 8 69 2 . 4 8 692 . 4 8 69 2 . 4 8 692 . 3 0 692 . 2 1 69 2 . 1 2 69 3 . 0 8 69 3 . 0 8 69 2 . 5 8 69 3 . 0 8 69 3 . 1 2 69 3 . 8 0 692.54 693.29 69 2 . 0 0 69 1 . 9 6 69 1 . 9 4 69 2 . 0 7 69 2 . 3 9 69 2 . 4 3 69 2 . 4 4 69 2 . 4 9 69 3 . 0 5 69 3 . 0 0 69 3 . 0 0 69 3 . 0 5 69 3 . 1 7 69 3 . 0 6 69 3 . 0 9 693 . 1 4 69 2 . 2 9 69 2 . 1 7 69 2 . 1 7 69 2 . 2 9 69 3 . 2 0 69 3 . 2 0 69 2 . 6 6 69 3 . 8 0 69 3 . 8 0 693 . 2 6 69 3 . 2 6 692.43692.33 69 3 . 8 0 69 3 . 8 0 69 4 . 4 0 69 4 . 4 0 69 3 . 8 0 69 3 . 8 0 694.40 69 3 . 9 0 69 4 . 4 0 695 . 0 0 69 5 . 4 0 69 5 . 8 0 69 2 . 2 8 69 2 . 2 3 692 . 2 0 69 2 . 2 1 69 3 . 5 3 69 3 . 5 8 69 3 . 6 2 693 . 8 0 69 3 . 4 6 69 3 . 4 6 69 3 . 4 6 69 3 . 1 1 69 3 . 2 7 694 . 5 0 69 4 . 4 1 69 4 . 3 5 69 4 . 2 5 694.98 69 5 . 8 0 69 5 . 8 0 69 5 . 7 0 695 . 8 0 69 5 . 7 0 694.73695.27 694.82 694.86 695.04 694 . 3 8 69 4 . 3 3 69 4 . 3 3 69 4 . 4 3 69 4 . 2 2 69 3 . 5 9 69 4 . 9 3 69 4 . 9 8 69 5 . 2 0 695 . 2 0 69 5 . 0 6 695.02 69 5 . 8 0 69 5 . 3 0 69 5 . 8 0 695.43 69 4 . 9 0 69 4 . 9 0 69 4 . 9 4 69 4 . 9 0 695 . 4 0 69 5 . 3 4 695 . 1 0 69 5 . 0 9 695 . 4 0 FF = 695.40 694.87 694.59 694.35 695.60 697.70 697.80 697.59 697.59 697.49 696.47 699.65± ME 699.84± ME 699.86± ME 699.48± ME 698.76 698.74 697.90 697.57 697.68 696.13 696.11 696.29 697.79 697.79 697.07 697.87 697.73 697.92 698.02 697.70697.70 698.05 697.18 697.69 696.70 696.79 698.77 698.77 698.41698.41 696.18 695.70 696.63 692.13 698.09 69 5 . 7 0 69 2 . 5 7 69 7 . 8 1 69 7 . 8 7 69 7 . 7 7 69 7 . 7 0 69 7 . 7 4 F F = 6 9 7 . 9 7 3' GRATE INLET 5' CURB INLET 3' AREA INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 6 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.3 MA T C H L I N E S H E E T C- 5 . 2 GR A D I N G P L A N C-5.4 119 Item 12. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 688 687 686 685 685 684 68 3 682 68 7 68 568 6 68 2 683 684 68 2 6 8 3 6 8 4 6 8 6 6 8 7 6 8 8 NO PA R K I N G VA N NO PA R K I N G XXX X X XX X LOT 13 BLOCK A DETENTION POND 1 679.71 677.70 FF = 692.90 690.97 691.60 691.15 679.19 685.48 690.84 692.20 690.67 690.93 689.33 TG = 688.77 689.24 681.89 689.44 689.92 689.50 689.14689.11 689.42 689.99 689.32 691.60 690.73 690.58 690.94 691.65 690.13 689.80 689.46 688.89 68 9 . 9 3 69 0 . 5 9 68 9 . 0 3 68 8 . 9 8 68 8 . 9 5 68 9 . 0 4 68 8 . 9 4 68 8 . 9 1 68 8 . 9 6 68 8 . 9 9 689.32 689.50 69 1 . 5 3 69 0 . 4 6 69 0 . 1 9 69 0 . 2 8 69 0 . 4 6 69 0 . 3 7 69 0 . 2 8 69 0 . 1 0 69 1 . 3 3 69 1 . 3 8 69 1 . 4 3 691 . 6 5 69 1 . 6 5 69 1 . 6 5 69 1 . 6 5 69 2 . 2 5 692 . 2 5 69 1 . 7 5 69 2 . 2 5 69 2 . 2 5 69 2 . 3 4 69 2 . 8 0 69 2 . 1 7 69 2 . 0 8 69 1 . 6 6 69 2 . 8 0 69 1 . 4 7 69 1 . 5 1 69 1 . 5 4 69 1 . 5 9 69 0 . 8 3 69 0 . 9 2 69 0 . 9 6 69 1 . 0 0 69 0 . 8 8 69 1 . 4 2 691 . 3 7 69 1 . 3 4 69 1 . 3 0 69 0 . 5 6 69 0 . 7 7 69 0 . 7 4 69 0 . 7 9 69 0 . 8 2 TG = 6 8 9 . 6 9 689.39 687.39 690.42 688.42 691.23 689.23 691.65 689.65 692.10 690.10 691.47 689.47 691.44 689.44 690.96 689.00 690.87 688.87 690.78 688.78 689.38 689.48 679.19 BW 686.50 TW 677.85 BW 686.50 TW 686.50 TW 677.85 BW 69 2 . 5 4 69 2 . 5 7 69 2 . 4 7 69 2 . 4 9 692 . 5 6 69 2 . 5 3 690.90 679.26 BW 686.50 TW FF = 692.90 NOTE: WALLS FOR DETENTION POND ARE DESIGN BUILD BY CONTRACTOR, AND MUST SUBMIT ENGINEERED PLANS FOR REVIEW AND PERMIT 3' GRATE INLET 5' CURB INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.6 MA T C H L I N E S H E E T C- 5 . 3 GR A D I N G P L A N C-5.5 Provide cross section of pond 120 Item 12. 68 5 68 6 6 8 9 6 8 6 6 9 0 68 2 68 3 68 4 68 5 686.07 690.00 691.54 691.29690.86 687.39 691.40 690.95 690.61 687.45 691.16 69 1 . 6 6 69 1 . 6 1 69 1 . 5 3 69 1 . 7 8 69 1 . 7 8 69 1 . 6 8 69 0 . 0 4 69 2 . 8 0 69 2 . 8 0 69 1 . 4 1 691 . 3 0 69 0 . 7 9 69 0 . 6 4 69 1 . 2 4 69 0 . 6 8 69 0 . 6 1 TG = 6 8 9 . 6 9 692 . 2 2 69 2 . 3 3 69 2 . 3 8 69 2 . 8 3 691.60 692.54 691.45 69 1 . 9 4 69 2 . 0 7 69 2 . 3 9 69 2 . 4 3 69 2 . 4 4 690.50 688.50 686.50 TW 679.50 BW 69 2 . 5 7 679.60 BW 686.50 TW 679.70 BW 688.25 TW 688.50 TW 679.57 679.68 679.41 3' GRATE INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MATCH LINE SHEET C-5.5 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S H E E T C- 5 . 4 GR A D I N G P L A N C-5.6 Cut/Fill Summary Name cut fill Totals Cut Factor 1.000 Fill Factor 1.100 2d Area 776944.02 Sq. Ft. 776944.02 Sq. Ft. Cut 30713.97 Cu. Yd. 30713.97 Cu. Yd. Fill 29803.40 Cu. Yd. 29803.40 Cu. Yd. Net 910.56 Cu. Yd.<Cut> 910.56 Cu. Yd.<Cut> 121 Item 12. ///////// // / ///////////////////// /// /// /////////////////////////////////////////////////// ///////////////////// /// ////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. 4" MFP 700 70 5 6 9 9 7 0 0 7 0 1 70 2 69 5 69 6 69 7 69 8 699 700 701 702 703 70 4 6 9 5 69 9 70 0 701 702 7 0 3 706 693 694 695 696 697 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 697 698 699 701702 703 696 695 694 694 695 696 696 698 699 700 703 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL S 0 0 ° 4 8 ' 5 2 " W 5 6 3 . 2 4 ' S 0 1 ° 2 6 ' 2 3 " W 1 1 8 3 . 5 7 ' N 88°49'25" W 1307.41' N 0 0 ° 5 8 ' 4 7 " E 7 2 4 . 5 9 ' CIRS CIRS 100D NAIL FOUND CIRS 14.5' X 14.9' METAL SHED L3 L5 L7 L8 CIRS L1 L2 L4 CIRS 1/2" IRF CIRS (S 0 0 ° 1 4 ' 5 5 " E ) (S 0 0 ° 1 4 ' 5 5 " E ) (S 89°41'39" W) (N 0 0 ° 3 0 ' 0 7 " W ) CIRS CIRS L9 L6 1/2" CIRF "KAZ" CIRS FL-12"CMP=690.0'(W) SPOIL PILE CIRS S 0 8 ° 1 7 ' 1 2 " W STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. EXCHANGE DRIVE (50' WIDE R.O.W.) CABINET E, PG. 280, P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. S 88°37'28" E (1186.11') N 89°38'41" W (87.41') S 0 8 ° 5 7 ' 3 8 " W ( 2 4 7 . 9 2 ' ) S 1 8 ° 4 8 ' 2 5 " W ( 1 9 8 . 8 2 ' ) S 81°33'29 " E 83.58' N 88°36'29" W 419.32' N 01°13'52" E 9.80' N 88°21'17" W (221.87') N 0 1 ° 2 6 ' 2 3 " E 1 0 0 2 . 9 7 ' 1122.76' (N 88°49'21"W) 41.31' 94 2 . 8 9 ' CIRS CIRSCIRSCIRS 1/2" IRF CIRS (S 88°11'56" E) 5/8" CIRF "TXDOT" (S 81°11'08 " E 8 6 . 3 0 ' ) (S 1 9 ° 1 0 ' 4 6 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (N 0 1 ° 5 3 ' 4 0 " E ) CIRS N 69°54'47" W (55.48') (N 88°13'58" W)(N 01°26'26" E) (N 88°08'43" E) (N 7 0 ° 2 5 ' 0 9 " W ) UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. C1 RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" 63.47' CIRS 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND 1/2" IRF (5 7 . 1 9 ' ) WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 36.7 8 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 683 682 681 68 0 6 7 9 67 9680 679 680 67 8 67 7 67 8 67 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 68 0 6 8 0 6 8 1 682 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 692 689690 69 1 68 8 68 7 685686 68 2 683 684 68 1 67 9 68 0 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 // / // / // / // / // / // / /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// S 20°05'13" W 30.70' CIRS 1/2" CIRS "ISBELL ENGINEERING" (S 20°27'44" E) "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. 233. 6 0 ' N 70 ° 4 0 ' 5 2 " W CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS S 19°40'28" W (47.78') (S 20°03'15" W) (N 69°32'18" W) 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. N 89°38'41" W (87.41') S 20°05'13" W 30.70' (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. C1 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S EX. 6 - 24" PIPES 6 9 4 6 9 5 701 702 703 EXISTING 3 - 24" PIPES OS-1 34.00 AC 46.51 CFS EX-1 41.67 AC 48.00 CFS EXISTING ROADSIDE DITCH W/ 2 - 24" STORM PIPES EXISTING STORM CROSSING 6 - 24" STORM PIPES EXISTING SWALE L = 1,929 FT L = 2,079 FT PRE 34.00 AC, 41.52 CFS PRE 41.67 AC, 54.75 CFS OS-2 9.00 AC 10.37 CFS 0 GRAPHIC SCALE 1 inch = ft. 100 100 200 100 50 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. LEGEND A-1 1.5 AC 10 CFS C-6.0 EX I S T I N G D R A I N A G E AR E A S DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185122 Item 12. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X CALLED 95 ACRES JACKSON JAY MARSHALL DOC. NO. 2013-133569 700 70 2 695 69 6 69 7 69 8 699 700 701 702 703 70 4 6 9 5 69 9 70 0 701 702 7 0 3 693 694 695 696 697 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 697 698 699 701702 703 696 695 694 694 695 696 696 698 699 700 703 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL CIRS 100D NAIL FOUND CIRS CIRS1/2" IRF CIRS CIRS 1/2" CIRF "KAZ" CIRS FL-12"CMP=690.0'(W) CIRS STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 O.R.D.C.T. HOLT TEXAS, LTD., DOC. NO. 2013-71958 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. CIRS CIRSCIRSCIRS 1/2" IRF CIRS 5/8" CIRF "TXDOT" CIRS UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 68 3 682 681 68 0 6 7 9 67 9680 679 68 0 67 8 67 7 67 8 67 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 68 0 6 8 0 6 8 1 682 683 683684685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 69 4 6 9 5 6 9 6 6 9 7 692 689690 69 1 68 8 68 7 68568 6 68 2 683 684 68 1 67 9 68 0 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// CIRS 1/2" CIRS "ISBELL ENGINEERING" "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. N 89°38'41" W (87.41') S 20°05'13" W 30.70' (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. C1 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S EX. 6 - 24" PIPES 6 9 5 701 702 703 EXISTING 3 - 24" PIPES EXISTING ROADSIDE DITCH W/ 2 - 24" STORM PIPES EXISTING STORM CROSSING 6 - 24" STORM PIPES EXISTING SWALE OS-2 9.00 AC 10.37 CFS PRE 34.00 AC, 41.52 CFS POST 35.59 AC, 289.33 CFS* *WILL BE DETAINED PRE 41.67 AC, 65.63 CFS POST 37.15 AC, 366.30 CFS* *WILL BE DETAINED A-3 0.76 AC 6.17 CFS OS-1 22.92 AC 31.35 CFS DETENTION POOL EXIT NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NOPARKING NO PA R K I N G CLUB H O U S E NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X X X X X X X XX XX X X XX X X X A-5 1.09 AC 8.85 CFS A-6 0.70 AC 5.68 CFS A-8 0.67 AC 5.44 CFS B-1 0.96 AC 7.80 CFS 3 2.16 AC 17.54 CFS A-2 0.55 AC 4.47 CFS A-1 0.39 AC 3.17 CFS A-4 0.78 AC 6.33 CFS A-7 0.75 AC 6.09 CFS A-9 0.87 AC 7.06 CFS B-5 1.12 AC 9.09 CFS B-4 1.03 AC 8.36 CFS B-8 1.00 AC 8.12 CFS B-6 0.92 AC 7.47 CFS B-7 0.30 AC 2.44 CFS B-2 0.90 AC 7.31 CFS D-1 0.44 AC 24.50 CFS C-1 0.45 AC 24.50 CFS OS-3 6.48 AC 7.46 CFS B-3 0.39 AC 3.17 CFS B-9 0.02 AC 0.16 CFS 2 0.15 AC 1.22 CFS 1 0.57 AC 4.63 CFS 0 GRAPHIC SCALE 1 inch = ft. 100 100 200 100 50 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. LEGEND A-1 1.5 AC 10 CFS NOTE: NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE A A PROP. GRD EXIST. GRD A A PROPERTY LINE 100 yr. WSEL Q100=11.69 cfs C-6.1 PR O P O S E D D R A I N A G E AR E A S DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 Required Storage Volume: 456,963 cubic-feet 10.49 acre-feet Does not match previous sheet C-1 and D-1 only contain street pavement. Per the DCSRR c=0.95 Provide information from phase one so that there is more information to backcheck in this plan set Profile and provide HGL/hydraulic data for the proposed ditch. The design must meet requirements outlined in ordinance 10.106(d)(9)(B) Please provide an updated drainage study. Comments provided in April 123 Item 12. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X XX X X X X X X XX XX X X X X X X X X XX X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STA: 0+00 STORM LINE A INSTALL: SLOPED HEADWALL FL 36": 680.15 STA: 0+10.49 STORM LINE A STA: 0+00.00 STORM LAT A-1 INSTALL: 36"X18"X60° WYE FL 36": 683.66 FL 18": 684.41 FL 36": 683.66 10 LF OF 36" RCP @ 33.41% STA: 1+24.69 STORM LINE A INSTALL: 4'X4' GRATE INLET TOP: 687.88 FL 18": 685.00 FL 36": 684.00 FL 36": 684.00 114 LF OF 36" RCP @ 0.30% STA: 4+03.69 STORM LINE A INSTALL: 3'X3' GRATE INLET TOP: 691.28 FL 36": 685.39 FL 36": 685.39 STA: 7+18.69 STORM LINE A INSTALL: 3'X3' GRATE INLET TOP: 693.08 FL 36": 686.97 FL 27": 687.89 258 LF OF 36" RCP @ 0.50% STA: 7+64.42 STORM LINE A 4° DEFLECTION FL 24": 688.37 FL 24": 688.37 25 LF OF 24" RCP @ 0.50% STA: 9+46.52 STORM LINE A 12° DEFLECTION FL 24": 689.26 FL 24": 689.28 182 LF OF 24" RCP @ 0.50% STA: 10+24.83 STORM LINE A INSTALL: 3'X3' GRATE INLET TOP: 695.25 FL 24": 691.25 78 LF OF 2 4 " R C P @ 2 . 5 3 % STA: 0+07.97 STORM LAT A-1 INSTALL: 5' CURB INLET TOP: 689.39 FL 18": 685.39 8 LF OF 18" RCP @ 12.30% STA: 0+10.12 STORM LINE B INSTALL: SLOPED HEADWALL FL 36": 680.00 STA: 0+75.19 STORM LINE B STA: 0+00.00 STORM LAT B-1 36"X18"X60° WYE FL 36": 684.00 FL 18": 684.75 FL 36": 684.00 65 LF OF 36" RCP @ 6.15% 59 LF OF 36" RCP @ 0.50% STA: 1+33.97 STORM LINE B INSTALL: 30° BEND FL 36": 684.29 FL 36": 684.29 STA: 4+68.95 STORM LINE B INSTALL: 4'X4' GRATE INLET TOP: 691.97 FL 36": 685.97 FL 36": 685.97 335 LF OF 36" RCP @ 0.50% STA: 6+85.38 STORM LINE B STA: 0+00.00 STORM LAT B-2 INSTALL: 4' DIA. STRM MH TOP: 694.85 FL 27": 687.97 FL 24": 689.14 FL 36": 687.05 216 LF OF 36" RCP @ 0.50% STA: 7+85.14 STORM LINE B STA: 0+00.00 STORM LAT B-4 24"X18"X60° WYE FL 18": 688.80 FL 27": 688.47 FL 24": 688.72 10 0 L F O F 2 7 " R C P @ 0 . 5 0 % STA: 7+88.14 STORM LINE B PIPE SIZE CHANGE FL 24": 688.73 FL 18": 689.23 3 LF OF 24" RCP @ 0.50% STA: 9+21.24 STORM LINE B INSTALL: 4' DIA. STORM MH TOP: 697.75 FL 18": 690.98 FL 18": 690.98 13 3 L F O F 1 8 " R C P @ 1 . 3 1 % STA: 10+46.81 STORM LINE B INSTALL: 45° BEND FL 18": 692.62 FL 18": 692.62 126 LF OF 18" RCP @ 1.31% STA: 10+84.76 STORM LINE B INSTALL: 5' CURB INLET TOP: 697.12 FL 18": 693.12 38 LF OF 18" RCP @ 1.31% STA: 0+11.88 STORM LAT B-1 INSTALL: 3'X3' GRATE INLET TOP: 689.69 FL 18": 685.69 12 LF OF 18" RCP @ 7.91% STA: 2+03.64 STORM LAT B-2 STA: 0+00.00 STORM LAT B-3 18"X18"X60° WYE FL 24": 691.18 FL 24": 691.18 FL 24": 691.18 98 L F O F 2 4 " R C P @ 1 . 0 0 % STA: 3+31 STORM LAT B-2 INSTALL: 5' CURB INLET TOP: 696.45 FL 24": 692.45 127 L F O F 2 4 " R C P @ 1 . 0 0 % STA: 0+62.95 STORM LAT B-3 INSTALL: 5' CURB INLET TOP: 696.13 FL 24": 692.13 63 LF OF 24" RCP @ 1.51% STA: 0+35.79 STORM LAT B-4 INSTALL: 5' CURB INLET TOP: 694.09 FL 18": 690.09 FL 18": 690.09 STA: 0+48.44 STORM LAT B-4 INSTALL: 3'X3' AREA INLET TOP: 693.97 FL 18": 690.15 13 LF OF 18" RCP @ 0.50% 36 LF OF 18" RCP @ 3.60% STA: 0+00 STORM LINE C INSTALL: SLOPED HEADWALL FL 24": 692.73 STA: 0+70.89 STORM LINE C INSTALL: 10' CURB INLET TOP: 697.08 FL 24": 693.08 71 LF OF 24" RCP @ 0.50% STA: 0+00 STORM LINE D INSTALL: SLOPED HEADWALL FL 18": 693.58 70 LF OF 18" RCP @ 0.50%STA: 0+70.13 STORM LINE D INSTALL: 10' CURB INLET TOP: 697.93 FL 18": 693.93 279 LF OF 36" RCP @ 0.50% STA: 4+60.71 STORM LINE A 18" PIPE CONNECTION FL 18": 686.91 FL 36": 685.68 FL 36": 685.68 57 LF OF 36" RCP @ 0.50% STA: 7+39.18 STORM LINE A 18" PIPE CONNECTION FL 18": 688.32 (S) FL 24": 688.24 FL 27": 687.99 20 LF OF 27" RCP @ 0.50% 2'x2' GRATE INLET TOP: 693.78 FL 18": 690.78 88 LF 18" PVC @ 2.80% 165 LF 18" PVC @ 1.50% 2'x2' GRATE INLET TOP: 690.48 FL 18": 687.48 187 LF 18" PVC @ 0.60% 118 LF 18" PVC @ 1.93% 2'x2' GRATE INLET TOP: 691.04 FL 18": 688.04 2'x2' GRATE INLET TOP: 692.78 FL 18": 689.78 2'x2' GRATE INLET TOP: 694.80 FL 12": 691.80 33 LF 12" PVC @ 3.57% STA: 0+97.99 STORM LAT B-2 12" PIPE CONNECTION FL 12": 690.62 FL 24": 690.12 FL 24": 690.12 106 L F O F 2 4 " R C P @ 1 . 0 0 % FL: 687.50 6" POOL DRAIN FL 6": 692.00 REF. ARCH. PLANS STA: 0+00 STORM LINE C-1 1 - PIPE THROUGH WALL FL 42": 679.68 STA: 0+64.31 STORM LINE C-1 1 - PLUG FL 42": 680.00 64 LF OF 42" PVC @ 0.50% 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-6.3 MA T C H L I N E S H E E T C- 6 . 3 ST O R M D R A I N A G E P L A N C-6.2 LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET For constructability, it is suggested to remove the 3' section of 24" pipe and up-size straight to 27" RCP Show WL crossing Show WL crossing (TYP) These angles look too large for deflection without a fitting or manhole. Verify and revise A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 124 Item 12. ///////////////////////////////// //////////////////////// /// ////////////////////////////////////////// /// /// ////////////////// /// SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES LOT 5 BLOCK A 1.53 AC STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' IN T E R S T A T E H I G H W A Y 3 5 14 7 STA: 0+06.33 OUTFALL 1 - SLOPED HEADWALL FL 36": 677.03 STA: 0+11.59 OUTFALL 1 - 45° BEND FL 36": 677.04 FL 36": 677.04 5 LF OF DOUBLE 36" RCPS @ 0.17% STA: 3+68.61 OUTFALL 1 - 45° BEND FL 36": 677.65 FL 36": 677.65 357 LF OF DOUBLE 36" RCPS @ 0.17%STA: 4+05.48 OUTFALL 1 - OUTLET STRUCTURE REF. SHT. C-6.6 FL 36": 677.71 37 LF OF DOUBLE 36" RCPS @ 0.17% STA: 0+00 STORM LINE C-2 1 - PIPE THROUGH WALL FL 54": 680.00 STA: 0+41.26 STORM LINE C-2 1 - 45° BEND FL 54": 680.21 FL 54": 680.21 41 LF OF 54" RCP @ 0.50% STA: 0+83.80 STORM LINE C-2 1 - PLUG 43 LF OF 54" RCP @ 0.50% STA: 0+00 STORM LINE C-3 1 - PIPE THROUGH WALL FL 21": 679.50 STA: 0+62.31 STORM LINE C-3 1 - 3'X3' DROP INLET TOP: 685.10 FL 21": 681.65 62 LF OF 21" PVC @ 3.45% STA: 0+00 STORM LINE C-4 1 - PIPE THROUGH WALL FL 30": 678.58 STA: 0+33.90 STORM LINE C-4 1 - 30"X24"X60° WYE FL 27": 679.59 FL 30": 679.34 34 LF OF 30" PVC @ 2.25% STA: 0+36.90 STORM LINE C-4 1 - PLUG FL 27": 679.66 3 LF OF 27" PVC @ 2.25% 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-6.2 CHAPMAN ROAD (F.M. 455) MA T C H L I N E S H E E T C- 6 . 2 ST O R M D R A I N A G E P L A N C-6.3 IN T E R S T A T E H I G H W A Y 3 5 LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET It is unclear what is to be constructed in Phase 1 vs Phase 2 plats. Clarify. Storm design is not consistent between phase 1 and 2 125 Item 12. EXIST. GROUNDPROP. GROUND STORM LINE A STORM LINE B EXIST. GROUND PROP. GROUND 10 LF OF 36" RCP @ 33.41% 114 LF OF 36" RCP @ 0.30% 258 LF OF 36" RCP @ 0.50% 25 LF OF 24" RCP @ 0.50% 182 LF OF 24" RCP @ 0.50% 78 LF OF 24" RCP @ 2.53% 65 LF OF 36" RCP @ 6.15% 59 LF OF 36" RCP @ 0.50% 335 LF OF 36" RCP @ 0.50% 216 LF OF 36" RCP @ 0.50% 100 LF OF 27" RCP @ 0.50% 133 LF OF 18" R C P @ 1 . 3 1 % 126 LF OF 18" R C P @ 1 . 3 1 % 38 LF OF 18" RCP @ 1.31% ST A : 0 + 0 0 S T O R M L I N E A IN S T A L L : SL O P E D H E A D W A L L FL : 3 6 " = 6 8 0 . 1 5 ST A : 0 + 1 0 . 4 9 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 1 IN S T A L L : 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 3 . 6 6 FL : 1 8 " = 6 8 4 . 4 1 FL : 3 6 " = 6 8 3 . 6 6 ST A : 1 + 2 4 . 6 9 S T O R M L I N E A IN S T A L L : 4' x 4 ' G R A T E I N L E T TO P : 6 8 7 . 8 8 FL 1 8 " : 6 8 5 . 0 0 FL : 3 6 " = 6 8 4 . 0 0 FL : 3 6 " = 6 8 4 . 0 0 ST A : 4 + 0 3 . 6 9 S T O R M L I N E A IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 9 1 . 2 8 FL : 3 6 " = 6 8 5 . 3 9 FL : 3 6 " = 6 8 5 . 3 9 ST A : 7 + 1 8 . 6 9 S T O R M L I N E A IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 9 3 . 0 8 FL : 3 6 " = 6 8 6 . 9 7 FL : 2 7 " = 6 8 7 . 8 9 ST A : 9 + 4 6 . 5 2 S T O R M L I N E A 12 ° D E F L E C T I O N FL : 2 4 " = 6 8 9 . 2 6 FL : 2 4 " = 6 8 9 . 2 8 ST A : 1 0 + 2 4 . 8 3 S T O R M L I N E A IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 9 5 . 2 5 FL : 2 4 " = 6 9 1 . 2 5 ST A : 0 + 1 0 . 1 2 S T O R M L I N E B IN S T A L L : SL O P E D H E A D W A L L FL : 3 6 " = 6 8 0 . 0 0 ST A : 0 + 7 5 . 1 9 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 1 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 4 . 0 0 FL : 1 8 " = 6 8 4 . 7 5 FL : 3 6 " = 6 8 4 . 0 0 ST A : 1 + 3 3 . 9 7 S T O R M L I N E B IN S T A L L : 30 ° B E N D FL : 3 6 " = 6 8 4 . 2 9 FL : 3 6 " = 6 8 4 . 2 9 ST A : 4 + 6 8 . 9 5 S T O R M L I N E B IN S T A L L : 4' x 4 ' G R A T E I N L E T TO P : 6 9 1 . 9 7 FL : 3 6 " = 6 8 5 . 9 7 FL : 3 6 " = 6 8 5 . 9 7 ST A : 6 + 8 5 . 3 8 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 2 IN S T A L L : 4' D I A . S T R M M H TO P : 6 9 4 . 8 5 FL : 2 7 " = 6 8 7 . 9 7 FL : 2 4 " = 6 8 9 . 1 4 FL : 3 6 " = 6 8 7 . 0 5 ST A : 7 + 8 5 . 1 4 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 4 24 " x 1 8 " x 6 0 ° W Y E FL : 1 8 " = 6 8 8 . 8 0 FL : 2 7 " = 6 8 8 . 4 7 FL : 2 4 " = 6 8 8 . 7 2 ST A : 7 + 8 8 . 1 4 S T O R M L I N E B PI P E S I Z E C H A N G E FL : 2 4 " = 6 8 8 . 7 3 FL : 1 8 " = 6 8 9 . 2 3 ST A : 9 + 2 1 . 2 4 S T O R M L I N E B IN S T A L L : 4' D I A . S T O R M M H TO P : 6 9 7 . 7 5 FL : 1 8 " = 6 9 0 . 9 8 FL : 1 8 " = 6 9 0 . 9 8 ST A : 1 0 + 4 6 . 8 1 S T O R M L I N E B IN S T A L L : 45 ° B E N D FL : 1 8 " = 6 9 2 . 6 2 FL : 1 8 " = 6 9 2 . 6 2 ST A : 1 0 + 8 4 . 7 6 S T O R M L I N E B IN S T A L L : 5' C U R B I N L E T TO P : 6 9 7 . 1 2 FL : 1 8 " = 6 9 3 . 1 2 12" SS 8" SS 6" SEWER 8" WTR 8" WTR 12" SS 8" WTR 12" SS 279 LF OF 36" RCP @ 0.50% 57 LF OF 36" RCP @ 0.50% ST A : 4 + 6 0 . 7 1 S T O R M L I N E A 18 " P I P E C O N N E C T I O N FL 1 8 " : 6 8 6 . 9 1 FL : 3 6 " = 6 8 5 . 6 8 FL : 3 6 " = 6 8 5 . 6 8 20 LF OF 27" RCP @ 0.50% ST A : 7 + 3 9 . 1 8 S T O R M L I N E A 18 " P I P E C O N N E C T I O N FL 1 8 " : 6 8 8 . 3 2 ( S ) FL : 2 4 " = 6 8 8 . 2 4 FL : 2 7 " = 6 8 7 . 9 9 ST A : 7 + 6 4 . 4 2 S T O R M L I N E A 4° D E F L E C T I O N FL : 2 4 " = 6 8 8 . 3 7 FL : 2 4 " = 6 8 8 . 3 7 PARTIAL FLOW Q100 = 53.27 CFS QCAP = 385.51 CFS VDESIGN = 7.54 FPS DN = 0.75' VP = 38.22 FPS PARTIAL FLOW Q100 = 50.10 CFS QCAP = 36.53 CFS VDESIGN = 7.09 FPS DN = 3.00' VP = 5.17 FPS PARTIAL FLOW Q100 = 45.63 CFS QCAP = 47.16 CFS VDESIGN = 6.46 FPS DN = 2.37' VP = 7.60 FPS PARTIAL FLOW Q100 = 33.13 CFS QCAP = 47.16 CFS VDESIGN = 4.69 FPS DN = 1.83' VP = 7.19 FPS PARTIAL FLOW Q100 = 18.59 CFS QCAP = 47.16 CFS VDESIGN = 2.63 FPS DN = 1.29' VP = 6.23 FPS PARTIAL FLOW Q100 = 12.50 CFS QCAP = 21.90 CFS VDESIGN = 3.15 FPS DN = 1.22' VP = 5.68 FPS PARTIAL FLOW Q100 = 7.06 CFS QCAP = 35.98 CFS VDESIGN = 2.25 FPS DN = 0.60' VP = 8.69 FPS PARTIAL FLOW Q100 = 53.75 CFS QCAP = 165.40 CFS VDESIGN = 7.60 FPS DN = 1.17' VP = 20.85 FPS PARTIAL FLOW Q100 = 45.96 CFS QCAP = 47.16 CFS VDESIGN = 6.50 FPS DN = 2.37' VP = 7.60 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 12.02 CFS VDESIGN = 4.60 FPS DN = 0.90' VP = 7.30 FPS PARTIAL FLOW Q100 = 38.65 CFS QCAP = 47.16 CFS VDESIGN = 5.47 FPS DN = 2.04' VP = 7.42 FPS HGL PARTIAL FLOW Q100 = 7.06 CFS QCAP = 16.00 CFS VDESIGN = 2.25 FPS DN = 0.92' VP = 4.91 FPS HGL PARTIAL FLOW Q100 = 7.06 CFS QCAP = 16.00 CFS VDESIGN = 2.25 FPS DN = 0.92' VP = 4.91 FPS PARTIAL FLOW Q100 = 45.96 CFS QCAP = 47.16 CFS VDESIGN = 6.50 FPS DN = 2.37' VP = 7.60 FPS PARTIAL FLOW Q100 = 18.03 CFS QCAP = 21.90 CFS VDESIGN = 4.53 FPS DN = 1.55' VP = 6.15 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 16.00 CFS VDESIGN = 2.58 FPS DN = 1.00' VP = 5.09 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 12.02 CFS VDESIGN = 4.60 FPS DN = 0.90' VP = 7.30 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 12.02 CFS VDESIGN = 4.60 FPS DN = 0.90' VP = 7.30 FPS STORM LAT B-2 PROP. GROUNDEXIST. GROUND 98 LF OF 24" RCP @ 1 . 0 0 % 127 LF OF 24" RC P @ 1 . 0 0 % ST A : 6 + 8 5 . 3 8 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 2 IN S T A L L : 4' D I A . S T R M M H TO P : 6 9 4 . 8 5 FL : 2 7 " = 6 8 7 . 9 7 FL : 2 4 " = 6 8 9 . 1 4 FL : 3 6 " = 6 8 7 . 0 5 ST A : 2 + 0 3 . 6 4 S T O R M L A T B - 2 ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 3 18 " x 1 8 " x 6 0 ° W Y E FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 ST A : 3 + 3 1 S T O R M L A T B - 2 IN S T A L L : 5' C U R B I N L E T TO P : 6 9 6 . 4 5 FL : 2 4 " = 6 9 2 . 4 5 8" WTR 106 LF OF 24" RCP @ 1.00% ST A : 0 + 9 7 . 9 9 S T O R M L A T B - 2 12 " P I P E C O N N E C T I O N FL 1 2 " : 6 9 0 . 6 2 FL : 2 4 " = 6 9 0 . 1 2 FL : 2 4 " = 6 9 0 . 1 2 PARTIAL FLOW Q100 = 20.62 CFS QCAP = 22.62 CFS VDESIGN = 6.57 FPS DN = 1.48' VP = 8.15 FPS PARTIAL FLOW Q100 = 12.26 CFS QCAP = 22.62 CFS VDESIGN = 3.90 FPS DN = 1.04' VP = 7.32 FPS PARTIAL FLOW Q100 = 9.09 CFS QCAP = 22.62 CFS VDESIGN = 2.89 FPS DN = 0.88' VP = 6.80 FPS HGL STORM LINE C EXIST. GROUND PROP. GROUND ST A : 0 + 0 0 S T O R M L I N E C IN S T A L L : SL O P E D H E A D W A L L FL : 2 4 " = 6 9 2 . 7 3 ST A : 0 + 7 0 . 8 9 S T O R M L I N E C IN S T A L L : 10 ' C U R B I N L E T TO P : 6 9 7 . 0 8 FL : 2 4 " = 6 9 3 . 0 8 71 LF OF 24" RCP @ 0.50% 8" WTR PARTIAL FLOW Q100 = 4.44 CFS QCAP = 16.00 CFS VDESIGN = 1.41 FPS DN = 0.72' VP = 4.36 FPS HGL STORM LAT A-1 PROP. GROUND EXIST. GROUND 8 LF OF 18" RCP @ 12.30% ST A : 0 + 0 7 . 9 7 S T O R M L A T A - 1 IN S T A L L : 5' C U R B I N L E T TO P : 6 8 9 . 3 9 FL : 1 8 " = 6 8 5 . 3 9 ST A : 0 + 1 0 . 4 9 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 1 IN S T A L L : 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 3 . 6 6 FL : 1 8 " = 6 8 4 . 4 1 FL : 3 6 " = 6 8 3 . 6 6 PARTIAL FLOW Q100 = 3.17 CFS QCAP = 36.84 CFS VDESIGN = 1.79 FPS DN = 0.29' VP = 12.44 FPS HGL STORM LAT B-1 PROP. GROUND EXIST. GROUND 12 LF OF 18" RCP @ 7.91% ST A : 0 + 1 1 . 8 8 S T O R M L A T B - 1 IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 8 9 . 6 9 FL : 1 8 " = 6 8 5 . 6 9 ST A : 0 + 7 5 . 1 9 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 1 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 4 . 0 0 FL : 1 8 " = 6 8 4 . 7 5 FL : 3 6 " = 6 8 4 . 0 0 12" SS PARTIAL FLOW Q100 = 7.80 CFS QCAP = 29.54 CFS VDESIGN = 4.41 FPS DN = 0.53' VP = 14.09 FPS HGL STORM LAT B-3 PROP. GROUND EXIST. GROUND ST A : 2 + 0 3 . 6 4 S T O R M L A T B - 2 ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 3 18 " x 1 8 " x 6 0 ° W Y E FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 63 LF OF 24" RCP @ 1.51% ST A : 0 + 6 2 . 9 5 S T O R M L A T B - 3 IN S T A L L : 5' C U R B I N L E T TO P : 6 9 6 . 1 3 FL : 2 4 " = 6 9 2 . 1 3 PARTIAL FLOW Q100 =8.36 CFS QCAP = 22.73 CFS VDESIGN = 2.66 FPS DN = 0.82' VP = 6.61 FPS STORM LAT B-4 PROP. GROUND EXIST. GROUND ST A : 7 + 8 5 . 1 4 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 4 24 " x 1 8 " x 6 0 ° W Y E FL : 1 8 " = 6 8 8 . 8 0 FL : 2 7 " = 6 8 8 . 4 7 FL : 2 4 " = 6 8 8 . 7 2 ST A : 0 + 3 5 . 7 9 S T O R M L A T B - 4 IN S T A L L : 5' C U R B I N L E T TO P : 6 9 4 . 0 9 FL : 1 8 " = 6 9 0 . 0 9 FL : 1 8 " = 6 9 0 . 0 9 ST A : 0 + 4 8 . 4 4 S T O R M L A T B - 4 IN S T A L L : 3' x 3 ' A R E A I N L E T TO P : 6 9 3 . 9 7 FL : 1 8 " = 6 9 0 . 1 5 36 LF OF 18" RCP @ 3.60% 13 LF OF 18" RCP @ 0.50% PARTIAL FLOW Q100 = 9.91 CFS QCAP = 19.93 CFS VDESIGN = 5.61 FPS DN = 0.74' VP = 11.18 FPS HGL PARTIAL FLOW Q100 = 2.44 CFS QCAP = 7.43 CFS VDESIGN = 1.38 FPS DN = 0.59' VP = 3.74 FPS STORM LINE D PROP. GROUND EXIST. GROUND ST A : 0 + 0 0 S T O R M L I N E D IN S T A L L : SL O P E D H E A D W A L L FL : 1 8 " = 6 9 3 . 5 8 ST A : 0 + 7 0 . 1 3 S T O R M L I N E D IN S T A L L : 10 ' C U R B I N L E T TO P : 6 9 7 . 9 3 FL : 1 8 " = 6 9 3 . 9 3 70 LF OF 18" RCP @ 0.50% 8" WTR PARTIAL FLOW Q100 = 4.34 CFS QCAP = 16.00 CFS VDESIGN = 1.38 FPS DN = 0.70' VP = 4.29 FPS HGL 8" SS 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ST O R M D R A I N A G E P R O F I L E S C-6.4 Show hydraulic data at outfall Show hydraulic data at outfall Show HGL in partial flow. it will equal normal depth (TYP) Remove 24" segment for constructibility vertical scale missing How does the FL tie into the ground line. minimum pipe diameter for 10' curb inlets is 21" per ordinance WL crossing per plan 126 Item 12. OUTFALL STORM LINE C-1 STORM LINE C-2 STORM LINE C-3 STORM LINE C-4 ST A : 0 + 0 6 . 3 3 O U T F A L L 1 - S L O P E D H E A D W A L L FL : 3 6 " = 6 7 7 . 0 3 ST A : 0 + 1 1 . 5 9 O U T F A L L 1 - 4 5 ° B E N D FL : 3 6 " = 6 7 7 . 0 4 FL : 3 6 " = 6 7 7 . 0 4 ST A : 3 + 6 8 . 6 1 O U T F A L L 1 - 4 5 ° B E N D FL : 3 6 " = 6 7 7 . 6 5 FL : 3 6 " = 6 7 7 . 6 5 ST A : 4 + 0 5 . 4 8 O U T F A L L 1 - O U T L E T S T R U C T U R E RE F . S H T . C - 6 . 6 FL : 3 6 " = 6 7 7 . 7 1 5 LF OF DOUBLE 36" RCPS @ 0.17% 357 LF OF DOUBLE 36" RCPS @ 0.17% 37 LF OF DOUBLE 36" RCPS @ 0.17% ST A : 0 + 0 0 S T O R M L I N E C - 1 1 - P I P E T H R O U G H W A L L FL : 4 2 " = 6 7 9 . 6 8 64 LF OF 42" PVC @ 0.50% ST A : 0 + 6 4 . 3 1 S T O R M L I N E C - 1 1 - P L U G FL : 4 2 " = 6 8 0 . 0 0 8" WTR PROP. GROUND PROP. GROUND PROP. GROUND PROP. GROUND PROP. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND ST A : 0 + 0 0 S T O R M L I N E C - 2 1 - P I P E T H R O U G H W A L L FL : 5 4 " = 6 8 0 . 0 0 ST A : 0 + 4 1 . 2 6 S T O R M L I N E C - 2 1 - 4 5 ° B E N D FL : 5 4 " = 6 8 0 . 2 1 FL : 5 4 " = 6 8 0 . 2 1 ST A : 0 + 8 3 . 8 0 S T O R M L I N E C - 2 1 - P L U G 43 LF OF 54" RCP @ 0.50% 41 LF OF 54" RCP @ 0.50% 8" WTR ST A : 0 + 0 0 S T O R M L I N E C - 3 1 - P I P E T H R O U G H W A L L FL : 2 1 " = 6 7 9 . 5 0 62 LF OF 21" PVC @ 3.45% ST A : 0 + 6 2 . 3 1 S T O R M L I N E C - 3 1 - 3 ' x 3 ' D R O P I N L E T TO P : 6 8 5 . 1 0 FL : 2 1 " = 6 8 1 . 6 5 ST A : 0 + 0 0 S T O R M L I N E C - 4 1 - P I P E T H R O U G H W A L L FL : 3 0 " = 6 7 8 . 5 8 34 LF OF 30" PVC @ 2.25% ST A : 0 + 3 3 . 9 0 S T O R M L I N E C - 4 1 - 3 0 " x 2 4 " x 6 0 ° W Y E FL : 2 7 " = 6 7 9 . 5 9 FL : 3 0 " = 6 7 9 . 3 4 ST A : 0 + 3 6 . 9 0 S T O R M L I N E C - 4 1 - P L U G FL : 2 7 " = 6 7 9 . 6 6 FULL FLOW Q100 = 53.11 CFS QCAP = 87.31 CFS VDESIGN = 3.76 FPS SF = 0.06% HV = 0.22 FULL FLOW Q100 = 75.53 CFS QCAP = 71.14 CFS VDESIGN = 7.85 FPS SF = 0.56% HV = 0.96 FULL FLOW Q100 = 92.39 CFS QCAP = 139.05 CFS VDESIGN = 5.81 FPS SF = 0.22% HV = 0.52 FULL FLOW Q100 = 8.48 CFS QCAP = 29.43 CFS VDESIGN = 3.53 FPS SF = 0.28% HV = 0.19 FULL FLOW Q100 = 17.35 CFS QCAP = 61.52 CFS VDESIGN = 3.54 FPS SF = 0.18% HV = 0.19 FULL FLOW Q100 = 7.89 CFS QCAP = 33.93 CFS VDESIGN = 2.51 FPS SF = 0.12% HV = 0.10 HGL FULL FLOW Q100 = 92.39 CFS QCAP = 139.05 CFS VDESIGN = 5.81 FPS SF = 0.22% HV = 0.52 HGL HGL HGL FULL FLOW Q100 = 53.11 CFS QCAP = 87.31 CFS VDESIGN = 3.76 FPS SF = 0.06% HV = 0.22 FULL FLOW Q100 = 53.11 CFS QCAP = 87.31 CFS VDESIGN = 3.76 FPS SF = 0.06% HV = 0.22 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ST O R M D R A I N A G E P R O F I L E S C-6.5 SS crossing per plan Missing HGL line WL crossing per plan Less than 2' of cover. Provide class of RCP to be used or deload calcs for type III RCP Clarify Ph1 vs Ph 2 construction 127 Item 12. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ST O R M D R A I N A G E C A L C U L A T I O N S C-6.6 RESTRICTOR PLATE DETAIL POND 1 NOT TO SCALE 684.30 Stations do not match the plan view 1' of freeboard and 2' of sediment storage required 128 Item 12. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN 275 LF OF 8" PVC STA: 5+62.43 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183418.62 E:2370392.71 STA: 5+97.75 WATER LINE A 1 - 8"X8" TEE 2 - 8" GATES VALVES 20 LF 8" WATER 1 - 8" PLUG N: 7183452.42 E:2370382.42 35 LF OF 8" PVC STA: 6+53.42 WATER LINE A 1 - 8"X8" TEE 2 - 8" GATE VALVES 12 LF 8" WATER 1 - 8" PLUG N: 7183505.10 E:2370364.44 56 LF OF 8" PVC STA: 8+60.98 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183693.94 E:2370278.79 208 LF OF 8" PVC STA: 9+52.79 WATER LINE A STA: 0+00.00 WATER LINE B 1 - 8"X8" TEE 1 - 8" GATE VALVE N: 7183772.82 E:2370231.85 92 LF OF 8" PVC STA: 11+59.52 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183937.83 E:2370107.67 190 LF OF 8" PVC STA: 13+02.45 WATER LINE A 1 - 8" PLUG N: 7184040.43 E:2370008.23 143 LF OF 8" PVC STA: 0+77.15 WATER LINE B 1 - 8"X45° BEND N: 7183825.28 E:2370281.55 23 LF OF 8" PVC STA: 1+15.41 WATER LINE B SEE NOTE 1 N: 7183846.41 E:2370313.45 38 LF OF 8" PVC STA: 1+74.92 WATER LINE B STA: 0+00.00 WATER LINE C 1 - 8"X8" TEE 2 - 8" GATE VALVES N: 7183879.27 E:2370363.07 60 LF OF 8" PVC STA: 1+87.83 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 50 LF 6" WATER 1 - 6"X45° BEND 1 - STD. FIRE HYDRANT N: 7183868.86 E:2370370.67 13 LF OF 8" PVC 217 LF OF 8" PVC STA: 4+05.11 WATER LINE B SEE NOTE 1 N: 7183675.53 E:2370469.40 STA: 4+33.09 WATER LINE B SEE NOTE 1 N: 7183649.64 E:2370480.01 28 LF OF 8" PVC STA: 5+23.20 WATER LINE B 1 - 8"X45° BEND 1 - 8"X22.5° BEND N: 7183566.27 E:2370514.21 90 LF OF 8" PVC STA: 5+39.67 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183565.87 E:2370530.67 16 LF OF 8" PVC STA: 5+68.84 WATER LINE B SEE NOTE 1 N: 7183565.15 E:2370559.84 29 LF OF 8" PVC STA: 6+49.72 WATER LINE B 1 - 8"X45° BEND N: 7183563.23 E:2370640.68 81 LF OF 8" PVC STA: 6+78.00 WATER LINE B 1 - 8"X45° BEND N: 7183582.75 E:2370661.16 28 LF OF 8" PVC STA: 8+93.86 WATER LINE B 1 - 8"X8" TEE 1 - 8"X6" REDUCER 1 - 6" GATE VALVE 1 - 6"X90° BEND 1 - STD. FIRE HYDRANT N: 7183798.54 E:2370666.34 26 LF OF 8" PVC STA: 10+66.07 WATER LINE B SEE NOTE 1 N: 7183794.41 E:2370838.51 172 LF OF 8" PVC STA: 11+28.96 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183792.89 E:2370901.38 63 LF OF 8" PVC STA: 13+28.10 WATER LINE B SEE NOTE 1 N: 7183788.12 E:2371100.46 199 LF OF 8" PVC STA: 13+63.13 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183787.27 E:2371135.48 35 LF OF 8" PVC STA: 14+81.39 WATER LINE B STA: 16+23.91 WATER LINE C 1 - 8"X8" TEE 2 - 8" GATE VALVES N: 7183784.44 E:2371253.71 118 LF OF 8" PVC 30 LF OF 8" PVC STA: 0+41.38 WATER LINE C SEE NOTE 1 N: 7183912.04 E:2370337.82 41 LF OF 8" PVC STA: 1+33.48 WATER LINE C SEE NOTE 1 N: 7183984.78 E:2370281.34 9 2 L F O F 8 " P V C STA: 2+14.21 WATER LINE C 1 - 8"X6" TEE 1-8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184045.23 E:2370227.82 8 1 L F O F 8 " P V C STA: 2+28.64 WATER LINE C 1 - 8"X45° BEND N: 7184056.03 E:2370218.26 14 LF OF 8" PVC STA: 2+31.60 WATER LINE C SEE NOTE 1 N: 7184058.99 E:2370218.44 3 LF OF 8" PVC STA: 2+56.92 WATER LINE C 1 - 8"X45° BEND N: 7184084.26 E:2370219.98 25 LF OF 8" PVC STA: 2+68.34 WATER LINE C 1 - 8"X22.5° BEND N: 7184091.83 E:2370228.53 11 LF OF 8" PVC STA: 4+08.16 WATER LINE C 1 - 8"X11.25° BEND N: 7184125.00 E:2370364.35 140 LF O F 8 " P V C @ 0 . 0 0 % STA: 5+58.54 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184130.46 E:2370514.64 150 LF OF 8" PVC STA: 5+65.39 WATER LINE C SEE NOTE 1 N: 7184130.71 E:2370521.48 7 LF OF 8" PVC STA: 6+30.18 WATER LINE C SEE NOTE 1 N: 7184130.43 E:2370586.25 65 LF OF 8" PVC STA: 7+92.27 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184126.54 E:2370748.29 162 LF OF 8" PVC STA: 9+31.31 WATER LINE C SEE NOTE 1 N: 7184123.20 E:2370887.29 139 LF OF 8" PVC STA: 10+26.43 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184120.91 E:2370982.38 95 LF OF 8" PVC STA: 12+85.76 WATER LINE C 1 - 8"X45° BEND N: 7184114.69 E:2371241.64 259 LF OF 8" PVC STA: 13+14.04 WATER LINE C 1 - 8"X45° BEND N: 7184094.21 E:2371261.15 28 LF OF 8" PVC STA: 13+63.41 WATER LINE C SEE NOTE 1 N: 7184044.86 E:2371259.97 49 LF OF 8" PVC STA: 14+12.35 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183995.94 E:2371258.79 49 LF OF 8" PVC 13 8 L F O F 8 " P V C 50 LF OF 8" PVC 24 LF OF 8" PVC 1 - 8"X2" TEE 25 LF 2" IRRIG. LINE 1 - IRRIG. METER N: 7183809.53 E:2370206.94 44 LF OF 8" PVC STA: 0+42.01 WATER LINE B 1 - 8" GATE VALVE 1 - 8" COMBO. FIRE LINE/ DOM. WATER METER VAULT 1 - 8"X45° BEND N: 7183796.01 E:2370266.88 42 LF OF 8" PVC 12 LF OF 8" PVC STA: 15+11.68 WATER LINE B 1 - 8"X11.25° BEND N: 7183783.71 E:2371283.99 STA: 8+30.97 WATER LINE B 1 - 8"X8" TEE N: 7183735.67 E:2370664.83 STA: 7+03.83 WATER LINE B 1 - 8"X1" TEE 75 LF 1" WATER N: 7183608.56 E:2370661.78 127 LF OF 8" PVC 63 LF OF 8" PVC 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.2 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT MA T C H L I N E S H E E T C- 7 . 2 WA T E R P L A N C-7.1 NOTE 1: 1 - 8"x6" TEE 6" COMBINATION SERVICE LINE W/ FIRE BACKFLOW PREVENTION DEVICE INTERNAL TO BLDG. REFERENCE MEP PLANS Provide Curve data, PCs and PTs (TYP) Label deflection. verify fitting type label fitting 129 Item 12. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . (F.M. 455) LOT 5 BLOCK A 1.53 AC NAIL FND. MAG 1/2" CIRF ISBELL ENGR5/8" IRF LEANING100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 5/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF5/8" CIRF DNF5/8" IRF1/2" CIRF REDDNF SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . NAIL FND. MAG 1/2" CIRF ISBELL ENGR5/8" IRF LEANINGEL=700.040 100477WDN. FENCEEL=701.6465/8" CIRF5/8" IRFSA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . NAIL FND. MAG 100476WDN. FENCE ! 5/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF DNF1/2" CIRF REDDNF STA: 0+00.00 WATER LINE A CONNECT TO EXIST WATER CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION N: 7182861.28 E:2370448.92 STA: 0+20.65 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7182881.92 E:2370448.52 21 LF OF 8" PVC STA: 2+54.48 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183115.71 E:2370444.10 234 LF OF 8" PVC STA: 2+87.08 WATER LINE A 1 - 8"X8" TEE 2 - 8" GATE VALVES 20 LF 8" WATER 1 - 8" PLUG N: 7183148.26 E:2370442.29 33 LF OF 8" PVC STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' IN T E R S T A T E H I G H W A Y 3 5 LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 12 BLOCK A 0.89 AC DETENTION POND 1 S143 S144 S145 S143 S146 S143 S144 S145 S143 S146 STA: 17+04.92 WATER LINE B 1 - 8"X45° BEND N: 7183735.75 E:2371471.18 STA: 21+10.68 WATER LINE B CONNECT TO EXIST WATER CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION N: 7183667.72 E:2371859.58 43 LF OF 8" PVC 268 L F O F 8 " P V C 95 LF O F 8 " P V C 11 LF OF 8" PVC 63 LF OF 8" PVC STA: 17+48.04 WATER LINE B 1 - 8"X45° BEND N: 7183757.72 E:2371508.28 STA: 16+93.90 WATER LINE B 1 - 8" GATE VALVE 1 - 8" COMBO. FIRE LINE/ DOM. METER VAULT N: 7183738.48 E:2371460.51 119 LF OF 8" PVC 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.1 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT CHAPMAN ROAD (F.M. 455) MA T C H L I N E S H E E T C- 7 . 1 WA T E R P L A N C-7.2 IN T E R S T A T E H I G H W A Y 3 5 Show storm lines so crossings can be seen (TYP) Provide the size of the existing water lines (TYP) 130 Item 12. EXIST. GROUND PROP. GROUND 12" SS WATER LINE A EXIST. GROUND PROP. GROUND 12" SS 18" SD 18" SD ST A : 0 + 0 0 W A T E R L I N E A CO N N E C T T O E X I S T W A T E R CO N T R A C T O R S H A L L V E R I F Y LO C A T I O N P R I O R T O C O N S T R U C T I O N FL : 8 " = 7 0 2 . 0 0 ST A : 0 + 2 0 . 6 5 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 7 0 1 . 4 3 FL : 8 " = 7 0 1 . 4 3 ST A : 2 + 5 4 . 4 8 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 5 . 0 0 FL : 8 " = 6 9 5 . 0 0 ST A : 2 + 8 7 . 0 8 W A T E R L I N E A 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S 20 L F 8 " W A T E R 1 - 8 " P L U G FL : 8 " = 6 9 4 . 1 0 FL : 8 " = 6 9 4 . 1 0 ST A : 5 + 6 2 . 4 3 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 3 . 8 1 FL : 8 " = 6 9 3 . 8 1 ST A : 6 + 5 3 . 4 2 W A T E R L I N E A 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S 12 L F 8 " W A T E R 1 - 8 " P L U G FL : 8 " = 6 9 5 . 0 0 FL : 8 " = 6 9 5 . 0 0 ST A : 5 + 9 7 . 7 5 W A T E R L I N E A 1 - 8 " x 8 " T E E 2 - 8 " G A T E S V A L V E S 20 L F 8 " W A T E R 1 - 8 " P L U G FL : 8 " = 6 9 4 . 2 7 FL : 8 " = 6 9 4 . 2 7 ST A : 8 + 6 0 . 9 8 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 3 . 0 0 FL : 8 " = 6 9 3 . 0 0 ST A : 9 + 5 2 . 7 9 W A T E R L I N E A ST A : 0 + 0 0 . 0 0 W A T E R L I N E B 1 - 8 " x 8 " T E E 1 - 8 " G A T E V A L V E FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 1 + 5 9 . 5 2 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 2 . 7 2 FL : 8 " = 6 9 2 . 7 2 ST A : 1 3 + 0 2 . 4 5 W A T E R L I N E A 1 - 8 " P L U G ST A : 1 0 + 5 0 . 0 0 W A T E R L I N E A PV I FL : 8 " = 6 9 1 . 0 0 21 LF OF 8" PVC @ -2.75% 234 LF OF 8" PVC @ -2.75% 33 LF OF 8" PVC @ -2.75% 100 LF OF 8" PVC @ 0.00% 35 LF OF 8" PVC @ 1.30%56 LF OF 8" PVC @ 1.30% 208 LF OF 8" PVC @ -0.96% 92 LF OF 8" PVC @ -2.18% 44 LF OF 8" PVC @ 0.00%109 LF OF 8 " P V C @ 1 . 5 7 % 143 LF OF 8 " P V C @ 1 . 5 7 % 113 LF OF 8" PVC @ -0.97% 62 LF OF 8" PVC @ 1.30% ST A : 9 + 9 7 . 1 7 W A T E R L I N E A 1 - 8 " x 2 " T E E 25 L F 2 " I R R I G . L I N E 1 - I R R I G . M E T E R FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 WATER LINE B EXIST. GROUND PROP. GROUND 12" SS 18" SD 24" SD ST A : 9 + 5 2 . 7 9 W A T E R L I N E A ST A : 0 + 0 0 . 0 0 W A T E R L I N E B 1 - 8 " x 8 " T E E 1 - 8 " G A T E V A L V E FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 0 + 7 7 . 1 5 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 1 5 . 4 1 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 7 4 . 9 2 W A T E R L I N E B ST A : 0 + 0 0 . 0 0 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 8 7 . 8 3 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 50 L F 6 " W A T E R 1 - 6 " x 4 5 ° B E N D 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 4 + 0 5 . 1 1 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 4 + 3 3 . 0 9 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 5 + 2 3 . 2 0 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D 1 - 8 " x 2 2 . 5 ° B E N D FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 5 + 3 9 . 6 7 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 5 + 6 8 . 8 4 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 23 LF OF 8" PVC @ 0.00% 38 LF OF 8" PVC @ 0.00% 60 LF OF 8" PVC @ 0.00% 217 LF OF 8" PVC @ 0.00% ST A : 6 + 4 9 . 7 2 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 2 . 0 0 FL : 8 " = 6 9 2 . 0 0 ST A : 6 + 7 8 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 8 + 9 3 . 8 6 W A T E R L I N E B 1 - 8 " x 8 " T E E 1 - 8 " x 6 " R E D U C E R 1 - 6 " G A T E V A L V E 1 - 6 " x 9 0 ° B E N D 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 0 + 6 6 . 0 7 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 1 + 2 8 . 9 6 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 13 LF OF 8" PVC @ 0.00% 28 LF OF 8" PVC @ 0.00% 90 LF OF 8" PVC @ 0.00% 16 LF OF 8" PVC @ -6.07%29 LF OF 8" PVC @ 0.00% 81 LF OF 8" PVC @ 2.47% 28 LF OF 8" PVC @ -7.07% 26 LF OF 8" PVC @ -1.39% 172 LF OF 8" PVC @ 0.00%63 LF OF 8" PVC @ 0.00%199 LF OF 8" PVC @ 0.00% ST A : 0 + 4 2 . 0 1 W A T E R L I N E B 1 - 8 " G A T E V A L V E 1 - 8 " C O M B O . F I R E L I N E / DO M . W A T E R M E T E R V A U L T 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 1 . 0 0 42 LF OF 8" PVC @ 0.00% 12 LF OF 8" PVC @ 0.00% 127 LF OF 8" PVC @ -1.39% 63 LF OF 8" PVC @ -1.39% ST A : 8 + 3 0 . 9 7 W A T E R L I N E B 1 - 8 " x 8 " T E E FL : 8 " = 6 8 7 . 8 7 FL : 8 " = 6 8 7 . 8 7 ST A : 7 + 0 3 . 8 3 W A T E R L I N E B 1 - 8 " x 1 " T E E 75 L F 1 " W A T E R FL : 8 " = 6 8 9 . 6 4 FL : 8 " = 6 8 9 . 6 4 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S H E E T C- 7 . 4 WA T E R P R O F I L E S C-7.3 NOTE 1: 1 - 8"x6" TEE 6" COMBINATION SERVICE LINE W/ FIRE BACKFLOW PREVENTION DEVICE INTERNAL TO BLDG. REFERENCE MEP PLANS Provide size of existing Sewer crossing Call out deflections Show on plan SS crossing Show on plan SS crossing Show all sewer and storm crossing on the profiles (TYP) Vertical scale missing 131 Item 12. WATER LINE C EXIST. GROUNDPROP. GROUND 12" SS 12" SS 10" SD 12" SD 12" SD ST A : 1 + 7 4 . 9 2 W A T E R L I N E B ST A : 0 + 0 0 . 0 0 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 0 + 4 1 . 3 8 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 3 3 . 4 8 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 9 2 . 0 0 FL : 8 " = 6 9 2 . 0 0 ST A : 2 + 1 4 . 2 1 W A T E R L I N E C 1 - 8 " x 6 " T E E 1- 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 0 . 8 0 FL : 8 " = 6 9 0 . 8 0 ST A : 2 + 2 8 . 6 4 W A T E R L I N E C 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 0 . 5 9 FL : 8 " = 6 9 0 . 5 9 ST A : 2 + 5 6 . 9 2 W A T E R L I N E C 1 - 8 " X 4 5 ° B E N D FL : 8 " = 6 9 0 . 1 7 FL : 8 " = 6 9 0 . 1 7 ST A : 2 + 6 8 . 3 4 W A T E R L I N E C 1 - 8 " X 2 2 . 5 ° B E N D FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 4 + 0 8 . 1 6 W A T E R L I N E C 1 - 8 " X 1 1 . 2 5 ° B E N D FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 5 + 5 8 . 5 4 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 5 + 6 5 . 3 9 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 8 . 0 0 FL : 8 " = 6 8 8 . 0 0 ST A : 6 + 3 0 . 1 8 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 6 . 0 0 FL : 8 " = 6 8 6 . 0 0 ST A : 7 + 9 2 . 2 7 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 9 + 3 1 . 3 1 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 ST A : 1 0 + 2 6 . 4 3 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 41 LF OF 8" PVC @ 0.00% 92 LF OF 8" PVC @ 1.09%81 LF OF 8" PVC @ -1.48% 14 LF OF 8" PVC @ -1.48% 25 LF OF 8" PVC @ -1.48% 11 LF OF 8" PVC @ -1.48% 140 LF OF 8" PVC @ 0.00%150 LF OF 8" PVC @ 0.00%7 LF OF 8" PVC @ -29.19% 65 LF OF 8" PVC @ -3.09% 162 LF OF 8" PVC @ 0.62% 139 LF OF 8" PVC @ -1.44% 95 LF OF 8 " P V C @ 2 . 1 0 % 259 LF OF 8" PVC @ -2.31% EXIST. GROUND PROP. GROUND 12" SS 12" SS 36" SD 42" SD 54" SD ST A : 1 3 + 2 8 . 1 0 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 3 + 6 3 . 1 3 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 4 + 8 1 . 3 9 W A T E R L I N E B ST A : 1 6 + 2 3 . 9 1 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 ST A : 1 7 + 0 4 . 9 2 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 8 4 . 0 0 ST A : 1 6 + 9 3 . 9 0 W A T E R L I N E B 1 - 8 " G A T E V A L V E 1 - 8 " C O M B O . F I R E L I N E / DO M . M E T E R V A U L T FL : 8 " = 6 8 4 . 0 0 FL : 8 " = 6 8 4 . 0 0 ST A : 1 5 + 1 1 . 6 8 W A T E R L I N E B 1 - 8 " x 1 1 . 2 5 ° B E N D FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 ST A : 1 7 + 4 8 . 0 4 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 7 7 . 0 0 ST A : 2 0 + 1 6 . 1 5 W A T E R L I N E B PV I FL : 8 " = 6 7 7 . 0 0 FL : 8 " = 6 7 7 . 0 0 ST A : 2 1 + 1 0 . 6 8 W A T E R L I N E B CO N N E C T T O E X I S T W A T E R CO N T R A C T O R S H A L L V E R I F Y LO C A T I O N P R I O R T O C O N S T R U C T I O N FL : 8 " = 6 7 4 . 0 0 35 LF OF 8" PVC @ 0.00% 118 LF OF 8" PVC @ -6.76% 30 LF OF 8" PVC @ 0.00% 63 LF OF 8" PVC @ 9.48%11 LF OF 8" PVC @ 0.00% 43 LF OF 8" PVC @ -16.23% 268 LF OF 8" PVC @ 0.00% 95 LF OF 8" PVC @ -3.17% 119 LF OF 8" PVC @ -0.84% ST A : 1 5 + 7 5 W A T E R L I N E B PV I FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 EXIST. GROUND PROP. GROUND 36" SD ST A : 1 2 + 8 5 . 7 6 W A T E R L I N E C 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 8 1 . 0 0 FL : 8 " = 6 8 1 . 0 0 ST A : 1 3 + 1 4 . 0 4 W A T E R L I N E C 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 8 4 . 0 0 FL : 8 " = 6 8 4 . 0 0 ST A : 1 3 + 6 3 . 4 1 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 ST A : 1 4 + 1 2 . 3 5 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 6 . 0 0 FL : 8 " = 6 8 6 . 0 0 ST A : 1 4 + 8 1 . 3 9 W A T E R L I N E B ST A : 1 6 + 2 3 . 9 1 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 ST A : 1 5 + 5 0 W A T E R L I N E C PV I FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 ST A : 1 6 + 0 0 W A T E R L I N E C PV I FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 28 LF OF 8" PVC @ 10.61% 49 LF OF 8" PVC @ 2.03% 49 LF OF 8" PVC @ 2.04% 138 LF OF 8" PVC @ -0.73% 50 LF OF 8" PVC @ -12.00% 24 LF OF 8" PVC @ 0.00% WATER LINE B WATER LINE C 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S T A . 1 2 + 5 0 WA T E R P R O F I L E S C-7.4 MA T C H L I N E S H E E T C- 7 . 3 MA T C H L I N E S T A . 1 2 + 5 0 NOTE 1: 1 - 8"x6" TEE 6" COMBINATION SERVICE LINE W/ FIRE BACKFLOW PREVENTION DEVICE INTERNAL TO BLDG. REFERENCE MEP PLANS Vertical scale missing 132 Item 12. X 1/2" IRF 1" IRON PIPE FOUND •• • NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN FF 692.90 FF 6 9 2 . 9 0 FF 693.90 FF 695.90 FF 694.85FF 696.90 F F 6 9 7 . 9 0 F F 6 9 7 . 7 3 F F 6 9 9 . 2 8 F F 6 9 8 . 1 6 F F 6 9 8 . 3 1 F F 6 9 8 . 0 5 F F 6 9 8 . 8 1 F F 6 9 9 . 2 2 STA: 19+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 679.49 FL 12": 679.39 STA: 21+76.64 SANITARY SEWER LINE A STA: 0+00 SANITARY SEWER LINE B INSTALL: 4' DIA. SSMH FL 12": 680.07 FL 12": 679.97 23 8 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 24+18.35 SANITARY SEWER LINE A STA: 0+00 SANIITARY SEWER LINE A-1 INSTALL: 4' DIA. SSMH FL 12": 680.65 FL 12": 680.55 FL 8": 683.00 242 LF OF 12" PVC @ 0.20% STA: 25+97.92 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.11 FL 12": 681.01 180 LF OF 12" PVC @ 0.20% STA: 27+54.58 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.52 FL 12": 681.42 157 LF O F 1 2 " P V C @ 0 . 2 0 % STA: 28+00 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.71 FL 12": 681.61 45 LF OF 12" PVC @ 0.20% STA: 29+03.86 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.02 FL 12": 681.92 104 LF OF 12" PVC @ 0.20% STA: 30+21.01 SANITARY SEWER LINE A STA: 0+00 SANITARY SEWER LINE A-2 INSTALL: 4' DIA. SSMH FL 12": 682.35 FL 12": 682.35 FL 12": 682.25 1 1 7 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 31+12.55 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.63 FL 12": 682.53 9 2 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 32+14.28 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.93 FL 12": 682.83 1 0 2 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 33+25.69 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.25 FL 12": 683.15 1 1 1 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 33+81.29 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.46 FL 12": 683.36 56 LF OF 12" PVC @ 0.20% STA: 34+76.82 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.75 FL 12": 683.65 96 LF O F 1 2 " P V C @ 0 . 2 0 % STA: 35+41.83 SANITARY SEWER LINE A INSTALL: 12" PLUG FL 12": 683.98 55 LF OF 12" PVC @ 0.20% STA: 0+73.29 SANITARY SEWER LINE A-1 INSTALL: 6"X8" WYE CONNECTION FL 8": 687.00 FL 6": 687.08 73 LF OF 8" PVC @ 5.46% STA: 1+51.80 SANITARY SEWER LINE A-1 INSTALL: CLEANOUT FL 6": 689.00 79 LF OF 6" PVC @ 2.45% STA: 1+86.28 SANITARY SEWER LINE A-2 INSTALL: 12" PLUG FL 12": 682.72 186 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 0+79.83 SANITARY SEWER LINE B STA: 0+00.00 SANITARY SEWER LINE B-1 INSTALL: 4' DIA. SSMH FL 12": 680.33 FL 12": 680.23 FL 8": 683.14 80 LF OF 12" PVC @ 0.20%220 LF OF 12" PVC @ 0.20%190 LF OF 12" PVC @ 0.20% STA: 35+31.60 SANITARY SEWER LINE A STA: 0+00.00 SANITARY SEWER LINE D INSTALL: 1 - 4' DIA. SSMH FL 12": 683.96 FL 12": 683.86 FL 8": 685.00 10 LF OF 12" PVC @ 0.20% STA: 4+89.94 SANITARY SEWER LINE B STA: 0+00.00 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 681.35 FL 12": 681.25 FL 12": 681.35 38 7 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 8+76.86 SANITARY SEWER LINE B INSTALL: 1 - 4' DIA. SS MANHOLE FL 12": 682.12 39 LF OF 12" PVC @ 0.20% STA: 1+68.60 SANITARY SEWER LINE B-1 STA: 0+00.00 SANITARY SEWER LINE B-2 INSTALL: 1 - 4' DIA. SS MANHOLE FL 8": 684.83 FL 6": 684.93 FL 8": 684.83 16 9 L F O F 8 " P V C @ 1 . 0 0 % STA: 2+75.23 SANITARY SEWER LINE B-1 INSTALL: 1 - 4' DIA. SS MANHOLE FL 6": 686.00 107 LF OF 6" PVC @ 1.00% STA: 3+00 SANITARY SEWER LINE B INSTALL: 1 - 4' DIA. SS MANHOLE FL 12": 680.87 FL 12": 680.77 STA: 1+21.02 SANITARY SEWER LINE B-2 INSTALL: 1 - 4' DIA. SS MANHOLE FL: 6" (N/S) = 686.14 FL 8": 686.04 FL 6": 686.14 121 LF OF 8" PVC @ 1.00% STA: 2+77.56 SANITARY SEWER LINE B-2 INSTALL: 1 - CLEANOUT FL 6": 687.71 157 LF OF 6" PVC @ 1.00% DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.7 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SA N I T A R Y S E W E R P L A N C-7.5 MA T C H L I N E S H E E T C- 7 . 6 MATCHLINE SHEET C-7.6 133 Item 12. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. CIRS 5/8" CIRF "TXDOT" UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS (N 88°49'21"W) 63.47' IN T E R S T A T E H I G H W A Y 3 5 STA: 0+39.49 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 681.43 FL 12": 681.53 STA: 3+13.97 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 682.08 FL 12": 682.18 274 LF OF 12" PVC @ 0.20% STA: 4+16.30 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 682.38 102 LF OF 12" PVC @ 0.20% /// ////////////////////////////////////////// //////////////////////// /// ////////////////////////////////////////// /// /// ///////////////////////////////// /// CIRS1/2" IRF CIRS CIRS FL 8": 685.00 STA: 2+00 SANITARY SEWER LINE D INSTALL: 1 - 4' DIA. SSMH FL 8": 686.00 FL 8": 686.10 200 LF OF 8" PVC @ 0.50% STA: 3+82.42 SANITARY SEWER LINE D INSTALL: 1 - 4' DIA. SSMH FL 6" (SE): 687.30 FL 8": 687.01 FL 8": 687.11 182 LF OF 8" PVC @ 0.50% STA: 4+02.98 SANITARY SEWER LINE D INSTALL 1 - 8" PLUG FL 8": 687.21 21 LF OF 8" PVC @ 0.50% 70 LF 6" PVC @ 1.00% STA: 0+70.00 INSTALL: 1 - 6" PLUG FL 6": 688.00 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SA N I T A R Y S E W E R P L A N C-7.6 MA T C H L I N E S H E E T C- 7 . 5 IN T E R S T A T E H I G H W A Y 3 5 MATCHLINE SHEET C-7.5 CHAPMAN ROAD (FM 455) 134 Item 12. CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. STA: 15+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 678.59 FL 12": 678.49 40 0 L F O F 1 2 " P V C @ 0 . 2 0 % 40 0 L F O F 1 2 " P V C @ 0 . 2 0 % X CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' STA: 0+00 SANITARY SEWER LINE A CONNECT TO EXISTING SANITARY SEWER MH FL EX 18": 674.9 FL 12": 675.00 STA: 3+42.89 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 675.79 FL 12": 675.69 343 LF OF 12" PVC @ 0.20% STA: 6+85.76 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 676.58 FL 12": 676.48 343 LF OF 12" PVC @ 0.20% STA: 8+48.97 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 677.01 FL 12": 676.91 16 3 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 11+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 677.69 FL 12": 677.59 28 9 L F O F 1 2 " P V C @ 0 . 2 0 % 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185MATCHLINE SHEET C-7.5 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT OF F S I T E S A N I T A R Y S E W E R P L A N C-7.7 135 Item 12. SANITARY SEWER LINE A-1 SANITARY SEWER LINE A-2 343 LF OF 12" PVC @ 0.20% 343 LF OF 12" PVC @ 0.20% 163 LF OF 12" PVC @ 0.20% 289 LF OF 12" PVC @ 0.20% 400 LF OF 12" PVC @ 0.20% EXIST. GROUND ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A CO N N E C T T O E X I S T I N G SA N I T A R Y S E W E R M H FL E X 1 8 " : 6 7 4 . 9 FL : 1 2 " = 6 7 5 . 0 0 ST A : 3 + 4 2 . 8 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 5 . 7 9 FL : 1 2 " = 6 7 5 . 6 9 ST A : 6 + 8 5 . 7 6 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 6 . 5 8 FL : 1 2 " = 6 7 6 . 4 8 ST A : 8 + 4 8 . 9 7 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 7 . 0 1 FL : 1 2 " = 6 7 6 . 9 1 ST A : 1 1 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 7 . 6 9 FL : 1 2 " = 6 7 7 . 5 9 EXIST. 18" SWR EXIST. MANHOLE 400 LF OF 12" PVC @ 0.20% 238 LF OF 12" PVC @ 0.20% 242 LF OF 12" PVC @ 0.20%180 LF OF 12" PVC @ 0.20%157 LF OF 12" PVC @ 0.20% 45 LF OF 12" PVC @ 0.20% 104 LF OF 12" PVC @ 0.20% EXIST. GROUND PROP. GROUND ST A : 1 5 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 8 . 5 9 FL : 1 2 " = 6 7 8 . 4 9 ST A : 1 9 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 9 . 4 9 FL : 1 2 " = 6 7 9 . 3 9 ST A : 2 1 + 7 6 . 6 4 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 0 7 FL : 1 2 " = 6 7 9 . 9 7 ST A : 2 4 + 1 8 . 3 5 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I I T A R Y S E W E R L I N E A - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 6 5 FL : 1 2 " = 6 8 0 . 5 5 FL : 8 " = 6 8 3 . 0 0 ST A : 2 5 + 9 7 . 9 2 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 1 1 FL : 1 2 " = 6 8 1 . 0 1 ST A : 2 7 + 5 4 . 5 8 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 5 2 FL : 1 2 " = 6 8 1 . 4 2 ST A : 2 8 + 0 0 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 7 1 FL : 1 2 " = 6 8 1 . 6 1 ST A : 2 9 + 0 3 . 8 6 S A N I T A R Y S E W E R L I N E A 117 LF OF 12" PVC @ 0.20% 92 LF OF 12" PVC @ 0.20% 102 LF OF 12" PVC @ 0.20%111 LF OF 12" PVC @ 0.20% 56 LF OF 12" PVC @ 0.20% 96 LF OF 12" PVC @ 0.20% 55 LF OF 12" PVC @ 0.20% EXIST. GROUND PROP. GROUND 8" WTR ST A : 2 9 + 0 3 . 8 6 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 0 2 FL : 1 2 " = 6 8 1 . 9 2 ST A : 3 0 + 2 1 . 0 1 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A - 2 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 2 5 ST A : 3 1 + 1 2 . 5 5 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 6 3 FL : 1 2 " = 6 8 2 . 5 3 ST A : 3 2 + 1 4 . 2 8 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 9 3 FL : 1 2 " = 6 8 2 . 8 3 ST A : 3 3 + 2 5 . 6 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 3 . 2 5 FL : 1 2 " = 6 8 3 . 1 5 ST A : 3 3 + 8 1 . 2 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 3 . 4 6 FL : 1 2 " = 6 8 3 . 3 6 ST A : 3 4 + 7 6 . 8 2 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 3 . 7 5 FL : 1 2 " = 6 8 3 . 6 5 ST A : 3 5 + 4 1 . 8 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 12 " P L U G FL : 1 2 " = 6 8 3 . 9 8 ST A : 3 5 + 3 1 . 6 0 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 3 . 9 6 FL : 1 2 " = 6 8 3 . 8 6 FL : 8 " = 6 8 5 . 0 0 10 LF OF 12" PVC @ 0.20% 8" WTR SANITARY SEWER LINE A SANITARY SEWER LINE A SANITARY SEWER LINE A SANITARY SEWER LINE A-1 SANITARY SEWER LINE A-2 73 LF OF 8" PVC @ 5.46% 79 LF OF 6" PVC @ 2.45% 186 LF OF 12" PVC @ 0.20% EXIST. GROUND EXIST. GROUND PROP. GROUND PROP. GROUND 8" WTR 8" WTR ST A : 2 4 + 1 8 . 3 5 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I I T A R Y S E W E R L I N E A - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 6 5 FL : 1 2 " = 6 8 0 . 5 5 FL : 8 " = 6 8 3 . 0 0 ST A : 0 + 7 3 . 2 9 S A N I T A R Y S E W E R L I N E A - 1 IN S T A L L : 6" X 8 " W Y E C O N N E C T I O N FL : 8 " = 6 8 7 . 0 0 FL : 6 " = 6 8 7 . 0 8 ST A : 1 + 5 1 . 8 0 S A N I T A R Y S E W E R L I N E A - 1 IN S T A L L : CL E A N O U T FL : 6 " = 6 8 9 . 0 0 ST A : 3 0 + 2 1 . 0 1 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A - 2 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 2 5 ST A : 1 + 8 6 . 2 8 S A N I T A R Y S E W E R L I N E A - 2 IN S T A L L : 12 " P L U G FL : 1 2 " = 6 8 2 . 7 2 18" SD 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E T H I S S H E E T SA N I T A R Y S E W E R P R O F I L E S C-7.8 MA T C H L I N E T H I S S H E E T MA T C H L I N E T H I S S H E E T MA T C H L I N E T H I S S H E E T Vertical scale missing Elevations missing 8' - 1 1 1 / 4 " Verify how water/sewer crossings with less than 9' of clearance will meet TCEQ 3' - 9 3 / 4 " 136 Item 12. SANITARY SEWER LINE B SANITARY SEWER LINE B-1 80 LF OF 12" PVC @ 0.20% 220 LF OF 12" PVC @ 0.20%190 LF OF 12" PVC @ 0.20% EXIST. GROUND EXIST. GROUND PROP. GROUND PROP. GROUND ST A : 2 1 + 7 6 . 6 4 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 0 7 FL : 1 2 " = 6 7 9 . 9 7 ST A : 0 + 7 9 . 8 3 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 3 3 FL : 1 2 " = 6 8 0 . 2 3 FL : 8 " = 6 8 3 . 1 4 ST A : 4 + 8 9 . 9 4 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 1 . 3 5 FL : 1 2 " = 6 8 1 . 2 5 FL : 1 2 " = 6 8 1 . 3 5 387 LF OF 12" PVC @ 0.20% ST A : 8 + 7 6 . 8 6 S A N I T A R Y S E W E R L I N E B IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 2 . 1 2 36" SD 18" SD 8" WTR 36" SD ST A : 1 + 6 8 . 6 0 S A N I T A R Y S E W E R L I N E B - 1 ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 8 " = 6 8 4 . 8 3 FL : 6 " = 6 8 4 . 9 3 FL : 8 " = 6 8 4 . 8 3 ST A : 2 + 7 5 . 2 3 S A N I T A R Y S E W E R L I N E B - 1 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 6 " = 6 8 6 . 0 0 169 LF OF 8" PVC @ 1 . 0 0 % 107 LF OF 6" PVC @ 1 . 0 0 % 8" WTR ST A : 3 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 0 . 8 7 FL : 1 2 " = 6 8 0 . 7 7 ST A : 0 + 7 9 . 8 3 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 3 3 FL : 1 2 " = 6 8 0 . 2 3 FL : 8 " = 6 8 3 . 1 4 24" SD SANITARY SEWER LINE B-2 EXIST. GROUND PROP. GROUND ST A : 1 + 6 8 . 6 0 S A N I T A R Y S E W E R L I N E B - 1 ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 8 " = 6 8 4 . 8 3 FL : 6 " = 6 8 4 . 9 3 FL : 8 " = 6 8 4 . 8 3 ST A : 1 + 2 1 . 0 2 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 6 " ( N / S ) = 6 8 6 . 1 4 FL : 8 " = 6 8 6 . 0 4 FL : 6 " = 6 8 6 . 1 4 121 LF OF 8" PVC @ 1 . 0 0 % 157 LF OF 6" PVC @ 1 . 0 0 % ST A : 2 + 7 7 . 5 6 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - C L E A N O U T FL : 6 " = 6 8 7 . 7 1 SANITARY SEWER LINE C PROP. GROUND EXIST. GROUND ST A : 4 + 8 9 . 9 4 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 1 . 3 5 FL : 1 2 " = 6 8 1 . 2 5 FL : 1 2 " = 6 8 1 . 3 5 ST A : 0 + 3 9 . 4 9 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 1 . 4 3 FL : 1 2 " = 6 8 1 . 5 3 ST A : 3 + 1 3 . 9 7 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 2 . 0 8 FL : 1 2 " = 6 8 2 . 1 8 274 LF OF 12" PVC @ 0.20% 39 LF OF 12" PVC @ 0.20% ST A : 4 + 1 6 . 3 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 2 . 3 8 102 LF OF 12" PVC @ 0.20% 36" SD SANITARY SEWER LINE D 18" SD EXIST. GROUND FUTURE ROAD PAVING 200 LF OF 8" PVC @ 0.50% 182 LF OF 8" PVC @ 0.50% 21 LF OF 8" PVC @ 0.50% ST A : 3 5 + 3 1 . 6 0 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 3 . 9 6 FL : 1 2 " = 6 8 3 . 8 6 FL : 8 " = 6 8 5 . 0 0 ST A : 2 + 0 0 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL : 8 " = 6 8 6 . 0 0 FL : 8 " = 6 8 6 . 1 0 ST A : 3 + 8 2 . 4 2 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL 6 " ( S E ) : 6 8 7 . 3 0 FL : 8 " = 6 8 7 . 0 1 FL : 8 " = 6 8 7 . 1 1 ST A : 4 + 0 2 . 9 8 S A N I T A R Y S E W E R L I N E D IN S T A L L 1 - 8 " P L U G FL : 8 " = 6 8 7 . 2 1 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 SA N I T A R Y S E W E R P R O F I L E S C-7.9 What type of embedment is to be used? Shallow line 3' - 3 3 / 4 " Min 2' desired. show how pipe will be properly protected with the storm install (TYP) 137 Item 12. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN 2" PVC CONDUIT IRRIGATION SLEEVES IRRIGATION SLEEVES IRRIGATION SLEEVES IRRIGATION SLEEVES IRRIGATION SLEEVES 2" PVC CONDUIT 2" PVC CONDUIT 2" PVC CONDUIT 2" PVC CONDUIT 2" PVC CONDUIT TRANSFORMER (TYP.) TRANSFORMER (TYP.) TRANSFORMER (TYP.) 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.11 MA T C H L I N E S H E E T C- 7 . 1 1 DR Y U T I L I T Y C O O R D I N A T I O N P L A N C-7.10 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED COMMUNICATION LINE PROPOSED UNDERGROUND ELECTRICAL LINE EXISTING OVERHEAD POWER LINE NOTES 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. PROPOSED SANITARY SEWER LINE AND MANHOLE 138 Item 12. ////// ////////////////////////////////////////// //////////////////////// /// ////////////////////////////////////////// /// /// ///////////////////////////////// /// SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES LOT 5 BLOCK A 1.53 AC STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' IN T E R S T A T E H I G H W A Y 3 5 LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 12 BLOCK A 0.89 AC 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.10 CHAPMAN ROAD (F.M. 455) MA T C H L I N E S H E E T C- 7 . 1 0 DR Y U T I L I T Y C O O R D I N A T I O N P L A N C-7.11 IN T E R S T A T E H I G H W A Y 3 5 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED COMMUNICATION LINE PROPOSED UNDERGROUND ELECTRICAL LINE EXISTING OVERHEAD POWER LINE NOTES 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. PROPOSED SANITARY SEWER LINE AND MANHOLE 139 Item 12. PLAN CROSS SECTION A-A A PRIVATE CONCRETE SIDEWALK DETAIL A TRANSVERSE EXPANSION/ ISOLATION JOINT DETAIL CONTRACTION JOINT DETAIL CONSTRUCTION JOINT DETAIL LONGITUDINAL BUTT JOINT DETAIL FIRE LANE STRIPING DETAIL CO N S T R U C T I O N D E T A I L S 1 C-8.1 GENERAL PAVING NOTES PAVING DETAILS CONCRETE CURB AND GUTTER DETAIL HANDICAPPED PARKING DETAIL PRIVATE BARRIER FREE RAMP W/ 1' FLARES DETAIL ELEVATION PLAN VIEW ELEVATION PLAN VIEW PRIVATE BARRIER FREE RAMP W/ 6' FLARES DETAIL ACCESS RAMP DETAIL DISABLED SIGN DETAIL "HANDICAPPED PARKING" SIGN POST DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185140 Item 12. CO N S T R U C T I O N D E T A I L S 2 C-8.2 DOUBLE DETECTOR CHECK FIRE VAULT DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CURB WITH WALL DETAIL FOR PARKING ADJACENT TO POND Provide embedment details 141 Item 12. CO N S T R U C T I O N D E T A I L S 3 C-8.3CONCRETE PILOT CHANNEL DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CROSS SECTION A-APLAN VIEW A A GRATE INLET DETAIL Provide headwall details for storm outfalls 142 Item 12. CO N S T R U C T I O N D E T A I L S 4 C-8.4WATER CROSSING DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185143 Item 12. Show landscape buffer adjacent to the street 9,720 SF per the paving plan. Please also see the parking comment and adjust landscaping as needed Provide a buffer yard adjacent to the residential area per section 48.4 of the zoning ordinance 144 Item 12. 145 Item 12. Add not to specify that the owner is responsible for landscape maintenance 146 Item 12. 147 Item 12. 148 Item 12. 149 Item 12. 150 Item 12. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Clayton Gray, Chief Financial Officer AGENDA ITEM: Consideration and possible action on Ordinance 09-15-24 amending the fee schedule by removing the Fee Schedule, Appendix A, from the Code of Ordinances and adopting a new fee schedule by ordinance. SUMMARY:  In the past, the City has only updated the fee schedule one item at a time as needed.  It is common practice for cities to review and amend their fee schedule annually in conjunction with adopting the annual budget.  Over the past year, staff has evaluated the City’s fee schedule and recommended updating the schedule. This is the first full-scale review of the fee schedule as a whole.  Ordinance 09-15-24 includes a new updated schedule for all fees. The updates to the schedule include: o Simplifying and combining some sports fees for the Parks Department o Updating some development fees for Development Services to ensure the fees cover the associated costs. o Adopting the water and electric service fees included in the 2023 utility rate study from NewGen Strategies and Solutions.  House Bill (HB) 1922: o Approved in 2023 legislative session and signed into law on May 24, 2023 o Effective on January 1, 2024 o Any building permit fee is abolished on the 10th anniversary after the date the fee is adopted or most recently reauthorized unless the governing body that adopted or reauthorized the fee:  Holds a public hearing on the reauthorization of the fee; and  Reauthorizes the fee by vote of the governing body  The ordinance also allows the City Council to pass all future adoptions of the fee schedule by resolution. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION:  Staff recommends approval of Ordinance 09-15-24. ATTACHMENTS:  Ordinance 09-15-24  Attachment A, Fee Schedule  Detailed list of fee schedule updates 151 Item 13. CITY OF SANGER, TEXAS ORDINANCE 09-15-24 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, AMENDING THE FEE SCHEDULE, APPENDIX A, BY REMOVING THE FEE SCHEDULE, APPENDIX A FROM THE CODE OF ORDINANCES AND ADOPTING A NEW FEE SCHEDULE BY ORDINANCE; PROVIDING A PENALTY; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; AND PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City of Sanger (the “City”) is a home rule municipality regulated by state law and Charter; and WHEREAS, the City is required to provide a budget that establishes the need for revenue sources necessary to finance City programs; and WHEREAS, the Texas Legislature passed House Bill 1922 in 2023, which provides that any building permit fee charged by a municipality is automatically abolished on the 10th anniversary after the date of its adoption, or the 10th anniversary after it was most recently reauthorized under Section 214.908 of the Texas Local Government Code, unless the governing body of the municipality holds a public hearing on the reauthorization of the fee and takes a vote to reauthorize such fee; and WHEREAS, the City is required to charge fees for City services in order to finance city operations as outlined in the annual budget properly; and WHEREAS, the City of Sanger wishes to consolidate fees charged into one document to provide better customer service citizens; 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 AMENDS : SECTION 1. The City of Sanger, Denton County, Texas, amends the Fee Schedule, Appendix A, by removing the Fee Schedule, Appendix A from the Code Of Ordinances and adopting a new Fee Schedule. SECTION 2. Each year the Finance Director will submit an updated fee schedule. The City Council will pass all future amendments and adoptions of the Fee Schedule in the form of a resolution. Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 1 of 23 152 Item 13. SECTION 3. That the City Manager may waive fees or provide promotional pricing for facility fees, park programs, filming production fees, or special events. SECTION 4. That the City of Council of the City of Sanger, Texas does hereby adopt Ordinance 09-15-24 as attached to as Exhibit A. SECTION 5. 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 6. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases, and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance or any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 7. 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 8. 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 9. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 3rd day of September 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 2 of 23 153 Item 13. Exhibit A CITY OF SANGER, TEXAS MASTER FEE SCHEDULE Approved September 3, 2024 Effective October 1, 2024 Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 3 of 23 154 Item 13. TABLE OF CONTENTS Animal Control Fees................................................................................................ Page 1 Building and Construction Fees .............................................................................. Page 2 Business Related Fees ........................................................................................... Page 5 Utility Related Fees ................................................................................................. Page 7 Municipal Court Fees ............................................................................................ Page 11 Miscellaneous Fees .............................................................................................. Page 12 Parks and Recreation Fees ................................................................................... Page 13 Impact Fees .......................................................................................................... Page 15 Library Fees .......................................................................................................... Page 16 Fire Fees ............................................................................................................... Page 17 Right-of-Way Fees ................................................................................................ Page 19 Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 4 of 23 155 Item 13. Page 1 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Registration of dangerous dogs $200.00 Animal registration $5.00 Adoption fee $125.00 First impoundment $20.00 Second impoundment $40.00 Third impoundment $60.00 Fourth impoundment $80.00 First impoundment $30.00 Second impoundment $40.00 Third impoundment $75.00 Fourth impoundment $113.00 First day or part of day $15.00 Each subsequent day $5.00 Animal Control Fees Class B (goats, sheep, lambs, pigs, cattle, horses and animals of the same approximate size and weight) Daily Handling Fees Animal impound fees Class A (dogs, cats, fowl) Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 5 of 23 156 Item 13. Page 2 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 New residential $75.00 Plan review fee + $1.00 per square foot Residential additions/remodels $200.00 + $0.45 per square foot of living space and $0.15 per square foot of unheated space Windows and doors (only) $75.00 Reroof $100.00 Accessory buildings Under 120 sq. ft No permit required Over 120 sq. ft $175.00 Commercial, new or additions and multifamily dwellings Plan review fee 50% of permit fee (minimum $200.00) Permit $200.00 application fee + $8.00 per $1000.00 value based on ICC valuation table published each year in February For the 3rd party review and/or inspections Actual cost plus an administrative fee of 10% of the total cost of the 3rd party review and/or inspections (minimum fee $150.00). Commercial, remodels or finish-outs Plan review fee 50% of permit fee (minimum $200.00) Permit $200.00 application fee + $8.00 per $1000.00 value based on ICC valuation table published each year in February For the 3rd party review and/or inspections Actual cost plus an administrative fee of 10% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). Amended plan review $100.00 Certificate of occupancy (*temp power not included $100.00 Courtesy CO walk-thru (limited to one hour) $100.00 After hours inspection (2 hour minimum) $100.00 per hour Reinspection Initial reinspection $75.00 Second reinspection $100.00 Third reinspection $125.00 Subsequent reinspection $150.00 Work without a permit Double permit fee Temporary pole service $100.00 Temporary power (CO) $50.00 Residential permit fees Commercial permit fees Building Permits and Inspections Building and Construction Fees Other inspections and fees Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 6 of 23 157 Item 13. Page 3 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Fence permit Residential $50.00 Commercial $75.00 Renewable energy permit $0.00 $75.00 Flatwork Residential $75.00 Commercial $100.00 Swimming pool/spa Aboveground $100.00 In ground $300.00 Annual Swimming Pool Fee (to include 1 inspection) $300.00 Demolition permit Residential $75.00 Commercial $100.00 Mobile home move-in $250.00 Modular home $500.00 Zoning Verification Letter $100.00 Early grading $400.00 Foundation repair $75.00 Miscellaneous inspections $75.00 Plumbing permit $75.00 Mechanical permit $75.00 Electric permit $75.00 Plumbing permit $150.00 Mechanical permit $150.00 Electric permit $150.00 Irrigation permit Residential $100.00 Commercial $200.00 Sprinkler system permit $200.00 Fire alarm permit $200.00 For the 3rd party fire review and/or inspections Actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections. Nuisance Violation Abatement Actual Cost + $150.00 administrative fee Single Trade Permit Fees Community Enhancement Fees Replacement of water lines, sewer lines or driveways on existing structures Residential Commercial Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 7 of 23 158 Item 13. Page 4 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Residential Tract Preliminary Plat $600.00 + $10.00 lot or $15.00 acre for lot sizes of one acre or more Residential Tract Final Plat $600.00 + $10.00 lot or $15.00 acre for lot sizes of one acre or more Residential Replat $600.00 + $10.00 lot or $15.00 acre for lot sizes of one acre or more Minor Plat Residential $400.00 + $10.00 each lot, or $15.00 per acre for lots sizes of one acre or more Amended Plat Residential $400.00 + $10.00 per lot Conveyance Plat $400.00 + $10.00 per lot Vacating Plat $400.00 Commercial Tract Preliminary Plat $700.00 + $15.00 per acre Commercial Tract Preliminary Final Plat $700.00 + $15.00 per acre Commercial Tract Preliminary Replat $700.00 + $15.00 per acre Amended Plat Commercial $400.00 + $10.00 per lot Minor Plat Commercial $500.00 + $10.00 per lot, or $15.00 per acre for lots sizes of one acre or more Zoning Verification Letter $100.00 Zoning Change Planned Development PD - $1000.00 + $10.00 per acre $600.00 + $10.00 per acre Variance $350.00 Specific Use Permit $500.00 Third Party Engineering Plan Review Actual cost + 10% administrative fee Public Improvement Construction Inspection 3% of the total public improvement construction cost Third Party Engineering Inspection Actual cost + 10% administrative fee Plat Filing Fee $100.00 Notification Fee $150.00 Planning Fees Zoning Change Anything Other Than Planned Development Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 8 of 23 159 Item 13. Page 5 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Occasional sales permit $10.00 Recreational vehicle park license $1000.00 + $10.00 for each recreational vehicle hook up $150.00 Curb, Gutter, Driveway, and Culvert Installations $60.00 Street cut excavation and repair $60.00 Sign Permits $75.00 + $50.00 electrical if applicable License Fee for Amusement Establishments $50.00 Solicitor or peddler permit fee $250.00 $25.00 City health permit if the sale of food is involved $125.00 Fees for Sexually Oriented Businesses $500.00 Application fee (one time) $200.00 Annual permit fee Restaurant $400.00, Convenience Store $400.00, Grocery Store $500.00 Daycare facilities $400.00 $150.00 Health Plan Review Actual cost + 10% administrative fee $400.00 Health Final and CO Inspection $150.00 per hour minimum 1 hour Application fee $25.00 $500.00 per Calendar Day $250.00 per Calendar Day $50.00 per Calendar Day $25.00 per Calendar Day Business Related Fees Fees for Food Service Establishments Permit fee for each agent or employee of a solicitor or peddler Alcoholic Beverages Filming Production Fees Reinspection or inspections in addition to the two yearly inspections Mobile Food Vendor Annual Permit (two inspections annually) Permit fee for moving houses, buildings and other structures The alcoholic beverage permit fee shall be equal to one-half of the most recently adopted state fee required by the state alcoholic beverage commission of every person that may be issued any state permit or license for the manufacture, distilling, brewing, importing, transporting, storing, distributing or sale of any beer, wine or mixed beverage unless a different fee is allowed or required by state law. No alcoholic beverage permit shall be issued unless the permit fee is received. Total or disruptive use (regular operating hours) of a public building, park, right-of-way, or public area Partial nondisruptive use of a public building, park, right-of-way, or public area Total closure or obstruction of public street or right-of- way, including parking lots and on-street parking (for filming purposes) Partial closure or obstruction of public street or right-of- way, including parking lots and on-street parking (for filming purposes) Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 9 of 23 160 Item 13. Page 6 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 $50.00 per Calendar DayUse of city parking lots, parking areas, and city streets (for the purpose of parking film trailers, buses, catering trucks, and other large vehicles) Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 10 of 23 161 Item 13. Page 7 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Water service fee $30.00 Electric service fee $30.00 Tampering fee $200.00 Additional trip fee $20.00 per trip $50.00 Actual cost plus $3.00 administrative fee Charge for meter, box, and connections Actual cost + $500.00 refundable deposit against damage during construction. Additional meter for sprinkler system $350.00 Charge for water connect fees (user fee) $30.00 Charge for service interruption supervision $35.00 Relocation of water meter 3/4 inch meter $285.00 relocation of 10 feet or less; additional $100 for each additional 10 feet or portion thereof 1 inch meter $285.00 relocation of 10 feet or less; additional $100 for each additional 10 feet or portion thereof 1 1/2 inch meter $340.00 relocation of 10 feet or less; additional $200 for each additional 10 feet or portion thereof 2 inch meter $390.00 relocation of 10 feet or less; additional $200 for each additional 10 feet or portion thereof Residential deposit $100.00 $100.00 $200.00 Commercial deposit $100.00 Mobile water meter deposit $1,000.00 After hours utility service fee for connection or disconnection after regular business hours or less than one hour before the close of business General Utility Fees Solid Waste monthly collection fee for all solid waste customers Solid Waste Service Fees Water Service Connections Utility Related Fees Service Fee for customers whose service bill has not been paid by the twenty-seventh day following the billing date Water and Sewer Deposits Multi-property residential deposit, available where the individual or company must not have been late on any payments for any properties within the last twelve (12) months Large volume user deposit (including but not limited to restaurants, hair salons, pet groomers, etc.) Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 11 of 23 162 Item 13. Page 8 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 0–1,000 gallons $29.97 minimum per unit served 1,001–4,999 gallons $5.33 per thousand gallons 5,000–14,999 gallons $5.85 per thousand gallons 15,000–29,999 gallons $7.30 per thousand gallons 30,000+ gallons $10.58 per thousand gallons 0–1,000 gallons $39.03 minimum per unit served 0–1,000 gallons $22.61 multiunit base/unit 1,001–4,999 gallons $6.18 per thousand gallons 5,000–14,999 gallons $6.70 per thousand gallons 15,000–29,999 gallons $7.58 per thousand gallons 30,000+ gallons $9.35 per thousand gallons Minimum monthly charge $25.10 minimum per unit served 0–1,000 gallons $37.41 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons Maximum monthly charge $97.00 3/4" water meter 0–1,000 gallons $55.06 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons 1" water meter 0–1,000 gallons $60.25 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons 1-1/2" water meter 0–1,000 gallons $68.55 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons 2" water meter 0–1,000 gallons $83.39 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons Residential Commercial Water Service Rates Sewer Service Rates Residential Commercial Multi-unit Commercial Where existing commercial tenants are served by a single water meter, the total water usage will be divided by the number of tenants, the bill calculated from the per tenant usage derived therefore shall be multiplied by the number of tenants to determine the amount due. No new multiunit connections will be allowed. Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 12 of 23 163 Item 13. Page 9 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 3" water meter 0–1,000 gallons $102.83 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons 4" water meter 0–1,000 gallons $190.84 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons 6" water meter 0–1,000 gallons $253.66 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons 8" water meter 0–1,000 gallons $334.78 minimum per unit served 1,001–9,999 gallons $5.31 per thousand gallons 10,000+ gallons $5.89 per thousand gallons Customers without City water service $70.38 per month if consumption is not provided by the entity providing water Residential deposit $200.00 $200.00 Small commercial deposit $200.00 Large commercial deposit $500.00 $30.00 Temporary Service Fee (good for 30 days) $30.00 $30.00 Three phase service fee $90.00 Electric Service Connections Service fee for a customer who is disconnected for nonpayment or who has not paid by the end of business on the 27th and reconnected, or customer requesting disconnect and reconnect for remodeling or upgrading electrical wiring Service fee for all new customers and any customer moving within the system Electric Deposits An acceptable letter of credit from a recognized utility company for the current previous twelve (12) months shall be accepted in lieu of a deposit. Such letter must state that the customer has an acceptable payment record. Temporary service for cleanup or a remodel will be subject to a thirty-day maximum and will not require a deposit. Multi-property residential deposit, available where the individual or company must not have been late on any payments for any properties within the last twelve (12) months Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 13 of 23 164 Item 13. Page 10 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Residential Facilities charge $12.41 Energy charge $0.1377 per kwh Minimum monthly charge $12.41 Commercial Facilities charge $19.44 Energy charge $0.1406 per kwh Minimum monthly charge $19.44 Industrial Facilities charge $41.70 Energy charge $0.1230 per kwh Minimum monthly charge $41.70 Security/Guard Light Monthly Charges 150W H.P.S $17.58 400W H.P.S. directional floodlight $41.02 1,000W metal halide floodlight $82.03 ERCOT Mandated Charges $4.00 Electric Service Switchover Disconnect charge $100.00 Installation $100.00, but if special metering facilities are to be removed, the charge is increased to cover this additional cost. Electric Service Rates Various charges imposed by the Energy Reliance Council of Texas (ERCOT) and adjusted periodically shall be added or deducted from the above rates at the actual cost to the city Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 14 of 23 165 Item 13. Page 11 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Warrant Fee $50.00 Technology Fee $4.00 Building Security Fee $3.00 Municipal Court Fees Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 15 of 23 166 Item 13. Page 12 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Returned checks $30.00 Miscellaneous Fees Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 16 of 23 167 Item 13. Page 13 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Installation/relocation of pitcher’s mound $150.00 Installation/relocation of pitching rubber $30.00 Installation/relocation of base anchors/bases $50.00 per field Concession stand rental $125.00 Concession stand cleaning $200.00 Park and recreation staff (hourly per employee) $25.00 Repair of damaged facility Actual cost of labor and materials League play Player Fee per player $10.00 Tournament play Deposit per field $200.00 Per field per day $400.00 Lights per 90 minutes $25.00 Penalty for lights let on $25.00 Practice Play Lights per hour $20.00 Field rental per 90 minutes $25.00 Adult softball Team fee Cost Recovery Plus 10% $2,000.00 annually Facility Rental $200.00 Cleaning deposit $200.00 $100.00 Special Event Permit $100.00 Vendors utilizing city property for a city-sponsored special event 10x10 food booth $65.00 10x20 food booth $85.00 10x30 food booth $135.00 10x10 merchandise booth space $50.00 10x20 merchandise booth space $65.00 $25.00 Small pavilion 4-hour rental $25.00 Large pavilion 4-hour rental $50.00 Friday, Saturday, or Sunday $400.00 Monday - Thursday $300.00 Monday-Thursday 8:00 a.m. to 2:00 p.m. $300.00 per day Weekend (Friday 12 noon to Sunday 8 pm) $750.00 Pavilion Rental 10x10 booth space for non-food items that require no exchange of money Presbyterian Church Rental Fees Community Center Rental Vendors Special Event Vendors Sign advertising on all ball field scoreboards Vendors utilizing city property, not related to a city- sponsored special event Parks and Recreation Fees Baseball, Softball, Soccer and Football Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 17 of 23 168 Item 13. Page 14 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Required deposit $300.00 Land Dedication Single-Family 3 acres with one being developable per 100 units Multifamily 3 acres with one being developable per 100 units Developments less than 100 units Less than 100 units pays fee in lieu of land Fee in Lieu of Land Dedication Single-Family $274.00 per unit Multifamily $274.00 per unit Parkland Dedication Fees Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 18 of 23 169 Item 13. Page 15 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Single-family residential Water $2,250.00 Wastewater $3,000.00 Multifamily residential Water $2,250.00 per dwelling unit Wastewater $3,000.00 per dwelling unit Water $3,800.00 Wastewater $7,000.00 Water $15,000.00 Wastewater $32,500.00 Public schools Water $10,000.00 Wastewater $20,000.00 Impact Fees Small commercial (up to and including 2" water meter or 6" wastewater service line) Large commercial (greater than 2" water meter or 8" or greater wastewater service line) Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 19 of 23 170 Item 13. Page 16 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Overdue Fines - Hotspots $1.00 per day Overdue Fines - Launchpads Tablets $1.00 per day $1.00 per day Lost/damaged items/materials Library of Things - Cleaning/Processing Fee $5.00 Library of Things - Things returned via book drop $10.00 Library Meeting Room (during library hours) Driver's License or $75 deposit Copies/Prints Black and White $0.20 per page, $0.40 for double sided Color $0.50 cents per page, $1.00 for double sided Legal Black and White $0.40 cents per page, $0.80 for double sided Legal Color $1.00 cents per page, $2.00 for double sided Faxes $1.00 for first page, $0.50 additional page Library Fees If lost/damaged item is replaced with identical item purchased by patron, the processing fee is waived. Overdue Fines - Library of Things Replacement cost of the item + $5.00 processing fee Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 20 of 23 171 Item 13. Page 17 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Certificate of occupancy $50.00 Open burning commercial > 25 acres $200.00 Third Party Review and Inspection Actual cost plus an administrative fee of 5% of the total cost of the third party review and/or inspections (min. fee $150.00). $100.00 per 1,000 sq. ft. of structure Site plans (survey and area developed) 20% of building plan fee Construction site offices: $100.00 per building Temporary structures and uses $100.00 (one time service) Vending and trade $100.00 per building Temporary membrane structures, tents and canopies $75.00 per unit Automatic fire-extinguishing systems 1–20 heads $100.00 21–250 heads $175.00 251–499 heads $250.00 500+ heads $350.00 + $0.50 per head over 500 $50.00 fixed system Fire alarm/detection related equipment 1–10 devices $100.00 11–25 devices $175.00 26–150 devices $250.00 151–499 devices $350.00 500+ devices $350.00 + $0.50 per device over 500 Fire pumps and related equipment $100.00 Standpipe systems $50.00 Private fire hydrants $50.00 Flammable and combustible liquid storage/dispensing $100.00 Oil/gas well drilling $1,000.00 Oil/gas well workover/recompletions $500.00 Hazardous material storage $100.00 LP-gas storage $100.00 Spraying or dipping building/booths $100.00 Fire Fees Construction Fees Building plan review and inspection (Plan review and initial inspection fees are included. A second or additional inspection of any failed item will result in a reinspection fee.) Automatic fire-extinguishing systems commercial cooking Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 21 of 23 172 Item 13. Page 18 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Commercial/public 1–5,000 sq. ft. $50.00 5,001–12,000 sq. ft. $75.00 12,001–25,000 sq. ft. $100.00 25,001–50,000 sq. ft. $125.00 50,001–100,000 sq. ft. $150.00 100,001–250,000 sq. ft. $175.00 Over 250,001 sq. ft. $175.00 + $25.00 each 10,000 sq. ft. Multifamily residences $50.00 per building Reinspection Fees $100.00 $100.00 Annual Inspections Reinspection (after 2nd reinspection) existing building Reinspection (after 2nd reinspection) new buildings Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 22 of 23 173 Item 13. Page 19 City of Sanger, Texas Master Fee Schedule Effective October 1, 2024 Permit Application Fee A nonrecurring fee of $500.00 for up to five network nodes addressed in the same application, $100.00 for each additional node in the same application; and a nonrecurring fee of $1,000.00 for each node support pole Annual Rate for Public Right-of-Way Use $250.00 annually per node in the city public right-of- way. Service Pole Attachment Fee The rate to collocate a network node on a service pole in the public right-of-way shall be $20.00 per pole per year. Network Nodes on Transport Facilities Any network node on transport facilities located within the public right-of-way shall pay municipal fees for occupying the public right-of-way in an amount not less than $28.00 per node per month. Right-of-Way Fees Ordinance 09-15-24 Adopting the Fee Schedule by Ordinance Page 23 of 23 174 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification Registration of dangerous dogs $200.00 $200.00 0%$0.00 No change Animal registration $5.00 $5.00 0%$0.00 No change Adoption fee $125.00 $125.00 0%$0.00 No change First impoundment $20.00 $20.00 0%$0.00 No change Second impoundment $40.00 $40.00 0%$0.00 No change Third impoundment $60.00 $60.00 0%$0.00 No change Fourth impoundment $80.00 $80.00 0%$0.00 No change First impoundment $30.00 $30.00 0%$0.00 No change Second impoundment $40.00 $40.00 0%$0.00 No change Third impoundment $75.00 $75.00 0%$0.00 No change Fourth impoundment $113.00 $113.00 0%$0.00 No change First day or part of day $15.00 $15.00 0%$0.00 No change Each subsequent day $5.00 $5.00 0%$0.00 No change Animal Control Fees Animal impound fees Class A (dogs, cats, fowl) Class B (goats, sheep, lambs, pigs, cattle, horses and animals of the same approximate size and weight) Daily Handling Fees City of Sanger, Texas Missing Information Fee Schedule New Fee Description Page 1 of 22 175 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description New residential $700.00 + $0.45 per square foot of living space and $0.15 per square foot of unheated space $75.00 Plan review fee + $1.00 per square foot --Fees are low based on the number of inspections and plan review time Residential additions/remodels $200.00 + $0.45 per square foot of living space and $0.15 per square foot of unheated space $200.00 + $0.45 per square foot of living space and $0.15 per square foot of unheated space 0%$0.00 No change Windows and doors (only)$50.00 $75.00 50%$25.00 The cost of inspection and paperwork required Reroof $75.00 $100.00 50%$25.00 To cover the cost of inspection Accessory buildings Under 120 sq. ft No permit required No permit required 0%$0.00 No change Over 120 sq. ft $60.00 plus $0.10 per square foot.$175.00 --To better cover review and inspection time Commercial, new or additions and multifamily dwellings Plan review fee $1,000.00 50% of permit fee (minimum $200.00)--To better account for time spent on commercial review Permit $0.20 per square foot $200.00 application fee + $8.00 per $1000.00 value based on ICC valuation table published each year in February --To better cover the cost of time spent on inspections For the 3rd party review and/or inspections Actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). Actual cost plus an administrative fee of 10% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). 5%-To cover building official's time spent processing plans and overseeing plans and inspections Commercial, remodels or finish-outs Plan review fee $500.00 50% of permit fee (minimum $200.00)--To better account for time spent on commercial review Permit $0.20 per square foot $200.00 application fee + $8.00 per $1000.00 value based on ICC valuation table published each year in February --To better cover the cost of time spent on inspections For the 3rd party review and/or inspections Actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). Actual cost plus an administrative fee of 10% of the total cost of the 3rd party review and/or inspections (min. fee $150.00). 5%-To better cover staff time Amended plan review $75.00 $100.00 50%$25.00 To better cover staff time Certificate of occupancy (*temp power not included $75.00 $100.00 50%$25.00 To cover time and gas Courtesy CO walk-thru (limited to one hour)$75.00 $100.00 50%$25.00 To cover time and gas After hours inspection (2 hour minimum)$50.00 per hour $100.00 per hour 100%$50.00 In order to cover overtime and gas Reinspection Initial reinspection $50.00 $75.00 100%$50.00 To cover inspections and to deter builders from scheduling inspections they are not ready for Second reinspection $75.00 $100.00 100%$50.00 To cover inspections and to deter builders from scheduling inspections they are not ready for Other inspections and fees Building and Construction Fees Building Permits and Inspections Residential permit fees Commercial permit fees Page 2 of 22 176 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Third reinspection $100.00 $125.00 100%$50.00 To cover inspections and to deter builders from scheduling inspections they are not ready for Subsequent reinspection $125.00 $150.00 100%$50.00 To cover inspections and to deter builders from scheduling inspections they are not ready for Work without a permit Double permit fee Double permit fee 0%$0.00 No adjustment Temporary pole service $60.00 $100.00 67%$40.00 To cover the cost of inspection Temporary power (CO)$50.00 $50.00 0%$0.00 No adjustment Fence permit Residential $50.00 $50.00 0%$0.00 No adjustment Commercial $50.00 $75.00 50%$25.00 To cover time for review and inspection Renewable energy permit $100.00 $100.00 0%$0.00 No adjustment $75.00 $75.00 0%$0.00 No adjustment Flatwork Residential $75.00 $75.00 0%$0.00 No adjustment Commercial $75.00 $100.00 33%$25.00 Commercial Flatwork is more involved than residential Swimming pool/spa Aboveground $75.00 $100.00 33%$25.00 The requirements for swimming pool and safety items continue to grow In ground $150.00 $300.00 100%$150.00 The requirements for swimming pool and safety items continue to grow Annual Swimming Pool Fee (to include 1 inspection)Currently no fee $300.00 -$300.00 To cover cost of third party Demolition permit Residential $75.00 $75.00 0%$0.00 No adjustment Commercial $75.00 $100.00 33%$25.00 Commercial Demo's require more attention than residential Mobile home move-in $75.00 $250.00 233%$175.00 To accommodate the multiple inspections required Modular home $500.00 $500.00 0%$0.00 No adjustment Zoning Verification Letter N/A $100.00 -$100.00 To cover the time of research and drafting letters Early grading N/A $400.00 -$400.00 We don't currently have this permit, but it is one we may want to add Foundation repair $75.00 $75.00 0%$0.00 Miscellaneous inspections $75.00 $75.00 0%$0.00 No adjustment Plumbing contractor $75.00 $0.00 -100%($75.00)The trades have lobbied and cities are not allowed to charge registration fee for certain trades. For less confusion we do not charge anyone fees Replacement of water lines, sewer lines or driveways on existing structures Contractor Registration Fees Page 3 of 22 177 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Mechanical contractor $75.00 $0.00 -100%($75.00)The trades have lobbied and cities are not allowed to charge registration fee for certain trades. For less confusion we do not charge anyone fees Electrical contractor $75.00 $0.00 -100%($75.00)The trades have lobbied and cities are not allowed to charge registration fee for certain trades. For less confusion we do not charge anyone fees Irrigation contractor $75.00 $0.00 -100%($75.00)The trades have lobbied and cities are not allowed to charge registration fee for certain trades. For less confusion we do not charge anyone fees Fire alarm/sprinkler contractor $75.00 $0.00 -100%($75.00)The trades have lobbied and cities are not allowed to charge registration fee for certain trades. For less confusion we do not charge anyone fees Plumbing permit $75.00 $75.00 0%$0.00 No adjustment Mechanical permit $75.00 $75.00 0%$0.00 No adjustment Electric permit $75.00 $75.00 0%$0.00 No adjustment Plumbing permit $75.00 $150.00 100%$75.00 Account for larger more complicated commercial projects Mechanical permit $75.00 $150.00 100%$75.00 Account for larger more complicated commercial projects Electric permit $75.00 $150.00 100%$75.00 Account for larger more complicated commercial projects Irrigation permit Residential $75.00 $100.00 33%$25.00 To cover cost of time Commercial $125.00 $200.00 60%$75.00 To cover cost of time Sprinkler system permit $200.00 $200.00 0%$0.00 No adjustment Fire alarm permit $200.00 $200.00 0%$0.00 No adjustment For the 3rd party fire review and/or inspections Actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections. Actual cost plus an administrative fee of 5% of the total cost of the 3rd party review and/or inspections. 0%$0.00 No adjustment Nuisance Violation Abatement Actual cost Actual Cost + $150.00 administrative fee --This would cover the cost of letters, time, court attendance, etc. Residential Tract Preliminary Plat $400.00 + $6.00 lot <10, $500.00 + $10.00 lot >10, $500.00 + $15.00 acre for lot sizes of one acre or more $600.00 + $10.00 lot or $15.00 acre for lot sizes of one acre or more To better cover staff's time Single Trade Permit Fees Residential Commercial Community Enhancement Fees Planning Fees Page 4 of 22 178 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Residential Tract Final Plat $400.00 + $6.00 lot <10, $500.00 + $10.00 lot >10, $500.00 + $15.00 acre for lot sizes of one acre or more $600.00 + $10.00 lot or $15.00 acre for lot sizes of one acre or more To better cover staff's time Residential Replat $400.00 + $6.00 lot <10, $500.00 + $10.00 lot >10, $500.00 + $15.00 acre for lot sizes of one acre or more $600.00 + $10.00 lot or $15.00 acre for lot sizes of one acre or more To better cover staff's time Minor Plat Residential $400.00 + $3.00 each lot, or $15.00 per acre for lots sizes of one acre or more $400.00 + $10.00 each lot, or $15.00 per acre for lots sizes of one acre or more To better cover staff's time Amended Plat Residential $200.00 + $3.00 per lot $400.00 + $10.00 per lot To better cover staff's time Conveyance Plat $200.00 + $3.00 per lot $400.00 + $10.00 per lot To be consistent with lot charges Vacating Plat $200.00 $400.00 To better cover staff's time HUD-Code Manufactured Home Park Preliminary Plat $500.00 + $6.00 each lot I don't believe we have this designation any longer HUD-Code Manufactured Home Park Final Plat $500.00 + $6.00 each lot I don't believe we have this designation any longer Commercial Tract Preliminary Plat $500.00 + $15.00 per acre 1-4.99 acres, $600.00 + $15.00 per acre 5-24.999 acres, $950.00 each plat + $15.00 per acre 25-99.999, $950.00 each plat + $5.00 per acre $700.00 + $15.00 per acre To better cover staff's time Commercial Tract Preliminary Final Plat $500.00 + $15.00 per acre 1-4.99 acres, $600.00 + $15.00 per acre 5-24.999 acres, $950.00 each plat + $15.00 per acre 25-99.999, $950.00 each plat + $5.00 per acre $700.00 + $15.00 per acre To better cover staff's time Commercial Tract Preliminary Replat $500.00 + $15.00 per acre 1-4.99 acres, $600.00 + $15.00 per acre 5-24.999 acres, $950.00 each plat + $15.00 per acre 25-99.999, $950.00 each plat + $5.00 per acre $700.00 + $15.00 per acre To better cover staff's time Amended Plat Commercial $200.00 + $3.00 per lot $400.00 + $10.00 per lot To better cover staff's time Minor Plat Commercial $400.00 + $3.00 each lot, or $15.00 per acre for lots sizes of one acre or more $500.00 + $10.00 per lot, or $15.00 per acre for lots sizes of one acre or more To better cover staff's time Zoning Verification Letter Currently no fee $100.00 To cover the time of research and drafting letters Zoning Change Planned Development up to 5 acres $250.00, 5+ to 25 acres $400.00, 25+ to 50 acres $600.00, 50+ acres $800.00 PD - $1000.00 + $10.00 per acre To cover the time spent on research and creating PD and creating public notice Zoning Change Anything Other Than Planned Development up to 5 acres $250.00, 5+ to 25 acres $400.00, 25+ to 50 acres $600.00, 50+ acres $800.00 $600.00 + $10.00 per acre To cover the time spent on research and creating PD and creating public notice Variance $200.00 $350.00 To cover the time spent on research and creating public notice Specific Use Permit $250.00 $500.00 To cover the time spent on research and creating public notice Third Party Engineering Plan Review Actual cost + 5% administrative fee (min $150.00) to include a $3000.00 initial deposit Actual cost + 10% administrative fee To cover staff time Public Improvement Construction Inspection 3% of the total public improvement construction cost 3% of the total public improvement construction cost No Adjustment Page 5 of 22 179 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Third Party Engineering Inspection Actual cost + 5% administrative fee (min $150.00) to include 3% of the total public improvement construction cost as initial deposit Actual cost + 10% administrative fee To cover staff time Plat Filing Fee $100.00 $100.00 No Adjustment Notification Fee $100.00 $150.00 To better cover the cost of creating and mailing notice Page 6 of 22 180 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Occasional sales permit $10.00 $10.00 0%$0.00 No Adjustment Recreational vehicle park license $250.00 plus $5.00 for each recreational vehicle hook-up $1000.00 + $10.00 for each recreational vehicle hook up --This fee has been on the books but has not been enforced. It will need to cover the cost of inspection Permit fee for moving houses, buildings and other structures $50.00 $150.00 200%$100.00 To cover the cost of paperwork and establishing route Curb, Gutter, Driveway, and Culvert Installations $60.00 $60.00 0%$0.00 No adjustment Street cut excavation and repair $60.00 $60.00 0%$0.00 No adjustment Sign Permits $75.00 $75.00 + $50.00 electrical if applicable 33%$25.00 This fee would include a sign with electric License Fee for Amusement Establishments $50.00 $50.00 0%$0.00 No Adjustment Solicitor or peddler permit fee $250.00 $250.00 0%$0.00 No Adjustment $25.00 $25.00 0%$0.00 No Adjustment City health permit if the sale of food is involved $25.00 $125.00 400%$100.00 To cover staff time and third party for 1 inspections annually Fees for Sexually Oriented Businesses $500.00 $500.00 0%$0.00 No Adjustment Application fee (one time)$200.00 $200.00 0%$0.00 No Adjustment Annual permit fee $150.00 Restaurant $400.00, Convenience Store $400.00, Grocery Store $500.00 --To cover cost of third party inspections and to prepare for new third party vendor as well as cost of invoicing scheduling and following up for payments. Daycare facilities $50.00 base plus $1.00 per child licensed.$400.00 --To cover cost of third party inspections. $100.00 $150.00 50%$50.00 To cover cost of third party inspections. Health Plan Review Actual cost Actual cost + 10% administrative fee 10%-To cover cost of third party inspections. Currently no fee $400.00 -$400.00 To help offset the cost of invoicing and administrative activities Health Final and CO Inspection Currently no fee $150.00 per hour min 1 hour -$150.00 To cover cost of third party No Adjustment Application fee $25.00 $25.00 0%$0.00 No change recommended Business Related Fees Permit fee for each agent or employee of a solicitor or peddler Fees for Food Service Establishments Reinspection or inspections in addition to the two yearly inspections Mobile Food Vendor Annual Permit (two inspection annually) Alcoholic Beverages The alcoholic beverage permit fee shall be equal to one-half of the most recently adopted state fee required by the state alcoholic beverage commission of every person that may be issued any state permit or license for the manufacture, distilling, brewing, importing, transporting, storing, distributing or sale of any beer, wine or mixed beverage unless a different fee is allowed or required by state law. No alcoholic beverage permit shall be issued unless the permit fee is received. The alcoholic beverage permit fee shall be equal to one-half of the most recently adopted state fee required by the state alcoholic beverage commission of every person that may be issued any state permit or license for the manufacture, distilling, brewing, importing, transporting, storing, distributing or sale of any beer, wine or mixed beverage unless a different fee is allowed or required by state law. No alcoholic beverage permit shall be issued unless the permit fee is received. Filming Production Fees Page 7 of 22 181 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description $500.00 per Calendar Day $500.00 per Calendar Day 0%$0.00 No change recommended $250.00 per Calendar Day $250.00 per Calendar Day 0%$0.00 No change recommended $50.00 per Calendar Day $50.00 per Calendar Day 0%$0.00 No change recommended $25.00 per Calendar Day $25.00 per Calendar Day 0%$0.00 No change recommended $50.00 per Calendar Day $50.00 per Calendar Day 0%$0.00 No change recommended Total or disruptive use (regular operating hours) of a public building, park, right-of-way, or public area Partial nondisruptive use of a public building, park, right-of- way, or public area Total closure or obstruction of public street or right-of-way, including parking lots and on-street parking (for filming Partial closure or obstruction of public street or right-of-way, including parking lots and on-street parking (for filming Use of city parking lots, parking areas, and city streets (for the purpose of parking film trailers, buses, catering trucks, and Page 8 of 22 182 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Water service fee $30.00 $30.00 0%$0.00 No change recommended Electric service fee $30.00 $30.00 0%$0.00 No change recommended Tampering fee $200.00 $200.00 0%$0.00 No change recommended Additional trip fee $20.00 per trip $20.00 per trip 0%$0.00 No change recommended $50.00 $50.00 0%$0.00 No change recommended Actual cost plus $2.00 administrative fee Actual cost plus $3.00 administrative fee 50%$1.00 To cover the cost of managing the solid waste program and customers Actual cost plus $25.00 $0.00 Merge/consider this a part of Nuisance Abatement under Dev Svc fees Charge for meter, box, and connections Actual cost + $500.00 refundable deposit against damage during construction. Actual cost + $500.00 refundable deposit against damage during construction. --No change recommended Additional meter for sprinkler system $350.00 $350.00 --No change recommended Charge for water connect fees (user fee)$30.00 $30.00 --No change recommended Charge for service interruption supervision $35.00 $35.00 --No change recommended Relocation of water meter 3/4 inch meter $0.00 $285.00 relocation of 10 feet or less; additional $100 for each additional 10 feet or portion thereof To cover the cost of moving meters 1 inch meter $0.00 $285.00 relocation of 10 feet or less; additional $100 for each additional 10 feet or portion thereof To cover the cost of moving meters 1 1/2 inch meter $0.00 $340.00 relocation of 10 feet or less; additional $200 for each additional 10 feet or portion thereof To cover the cost of moving meters 2 inch meter $0.00 $390.00 relocation of 10 feet or less; additional $200 for each additional 10 feet or portion thereof To cover the cost of moving meters Residential deposit $100.00 $100.00 0%$0.00 No change recommended $100.00 $100.00 0%$0.00 No change recommended $200.00 $200.00 0%$0.00 No change recommended Commercial deposit $100.00 $100.00 0%$0.00 No change recommended Utility Related Fees Solid Waste monthly collection fee for all solid waste customers Solid Waste fee for removal of illegally dumped refuse on private property Water Service Connections Water and Sewer Deposits General Utility Fees Service Fee for customers whose service bill has not been paid by the twenty-seventy day following the billing date After hours utility service fee for connection or disconnection after regular business hours or less than one hour before the close of business Solid Waste Service Fees Mult property residential deposit, available where the individual or company must not have been late on any payments for any properties within the last twelve (12) months Large volume user deposit (including but not limited to restaurants, hair salons, pet groomers, etc.) Page 9 of 22 183 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Mobile water meter deposit $1,000.00 $1,000.00 0%$0.00 No adjustment 0–1,000 gallons $27.00 minimum per unit served $29.97 minimum per unit served 11%$2.97 NewGen 2023 Rate Study 1,001–4,999 gallons $4.80 per thousand gallons $5.33 per thousand gallons 11%$0.53 NewGen 2023 Rate Study 5,000–14,999 gallons $5.27 per thousand gallons $5.85 per thousand gallons 11%$0.58 NewGen 2023 Rate Study 15,000–29,999 gallons $6.58 per thousand gallons $7.30 per thousand gallons 11%$0.72 NewGen 2023 Rate Study 30,000+ gallons $9.53 per thousand gallons $10.58 per thousand gallons 11%$1.05 NewGen 2023 Rate Study 0–1,000 gallons $35.16 minimum per unit served $39.03 minimum per unit served 11%$3.87 NewGen 2023 Rate Study 0–1,000 gallons $22.61 multiunit base/unit $22.61 multiunit base/unit 11%$0.61 NewGen 2023 Rate Study 1,001–4,999 gallons $5.57 per thousand gallons $6.18 per thousand gallons 11%$0.66 NewGen 2023 Rate Study 5,000–14,999 gallons $6.04 per thousand gallons $6.70 per thousand gallons 11%$0.75 NewGen 2023 Rate Study 15,000–29,999 gallons $6.83 per thousand gallons $7.58 per thousand gallons 11%$0.75 NewGen 2023 Rate Study 30,000+ gallons $8.42 per thousand gallons $9.35 per thousand gallons 11%$0.93 NewGen 2023 Rate Study Minimum monthly charge $22.61 minimum per unit served $25.10 minimum per unit served 11%$2.49 NewGen 2023 Rate Study 0–1,000 gallons $37.41 minimum per unit served $37.41 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study Maximum monthly charge $97.00 $97.00 0%$0.00 NewGen 2023 Rate Study 3/4" water meter 0–1,000 gallons $55.06 minimum per unit served $55.06 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 1" water meter 0–1,000 gallons $60.25 minimum per unit served $60.25 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 1-1/2" water meter 0–1,000 gallons $68.55 minimum per unit served $68.55 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 2" water meter 0–1,000 gallons $83.39 minimum per unit served $83.39 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study Multi-unit Commercial Where existing commercial tenants are served by a single water meter, the total water usage will be divided by the member of tenants, the bill calculated from the per tenant usage derived therefore shall be multiplied by the Sewer Service Rates Residential Water Service Rates Residential Commercial Commercial Page 10 of 22 184 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description 3" water meter 0–1,000 gallons $102.83 minimum per unit served $102.83 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 4" water meter 0–1,000 gallons $190.84 minimum per unit served $190.84 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 6" water meter 0–1,000 gallons $253.66 minimum per unit served $253.66 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 8" water meter 0%$0.00 NewGen 2023 Rate Study 0–1,000 gallons $334.78 minimum per unit served $334.78 minimum per unit served 0%$0.00 NewGen 2023 Rate Study 1,001–9,999 gallons $5.31 per thousand gallons $5.31 per thousand gallons 0%$0.00 NewGen 2023 Rate Study 10,000+ gallons $5.89 per thousand gallons $5.89 per thousand gallons 0%$0.00 NewGen 2023 Rate Study Customers without City water service $70.38 per month if consumption is not provided by the entity providing water $70.38 per month if consumption is not provided by the entity providing water 0%$0.00 NewGen 2023 Rate Study Residential deposit $200.00 $200.00 0%$0.00 No change recommended $200.00 $200.00 0%$0.00 No change recommended Small commercial deposit $200.00 $200.00 0%$0.00 No change recommended Large commercial deposit $500.00 $500.00 0%$0.00 No change recommended Service fee for all new customers and any customer moving within the system$30.00 $30.00 0%$0.00 No change recommended Temporary Service Fee (good for thirty (30) days $30.00 $30.00 0%$0.00 No change recommended $30.00 $30.00 0%$0.00 No change recommended Three phase service fee $90.00 $90.00 0%$0.00 No change recommended Residential Facilities charge $11.16 $12.41 11%$1.25 Energy charge $0.1272 per kwh $0.1377 per kwh 8%$0.0105 Minimum monthly charge $11.16 $12.41 11%$1.25 Service fee for a customer who is disconnected for nonpayment or who has not paid by the end of business on the 27th and reconnected, or customer requesting disconnect and reconnect for remodeling or upgrading electrical wiring Electric Service Rates Electric Deposits An acceptable letter of credit from a recognized utility company for the current previous twelve (12) months shall be accepted in lieu of a deposit. Such letter must state that the customer has an acceptable payment record. Temporary service for cleanup or a remodel will be subject to a thirty-day maximum and will not require a deposit. Mult property residential deposit, available where the individual or company must not have been late on any payments for any properties within the last twelve (12) months Electric Service Connections Page 11 of 22 185 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Commercial Facilities charge $17.65 $19.44 9%$1.79 Energy charge $0.1299 per kwh $0.1406 per kwh 8%$0.0107 Minimum monthly charge $17.65 $19.44 9%$1.79 Industrial Facilities charge $38.22 $41.70 9%$3.48 Energy charge $0.1137 per kwh $0.1230 per kwh 8%$0.0093 Minimum monthly charge $38.22 $41.70 Security/Guard Light Monthly Charges 150W H.P.S $16.24 $17.58 8%$1.34 400W H.P.S. directional floodlight $37.89 $41.02 8%$3.13 1,000W metal halide floodlight $75.78 $82.03 8%$6.25 ERCOT Mandated Charges $4.00 $4.00 0%$0.00 No adjustment Electric Service Switchover Disconnect charge $100.00 $100.00 0%$0.00 No adjustment Installation $100.00, but if special metering facilities are to be removed, the charge is increased to cover this additional cost. $100.00, but if special metering facilities are to be removed, the charge is increased to cover this additional cost. 0%$0.00 No adjustment Various charges imposed by the Energy Reliance Council of Texas (ERCOT) and adjusted periodically shall be added or deducted from the above rates at the actual cost to the city Page 12 of 22 186 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Warrant Fee $50.00 $50.00 0%$0.00 No adjustment Technology Fee $4.00 $4.00 0%$0.00 No adjustment Building Security Fee $3.00 $3.00 0%$0.00 No adjustment Municipal Court Fees Page 13 of 22 187 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Returned checks $35.00 $30.00 -14%($5.00)Maximum fee per Local Govt Code Sec. 118.141 Miscellaneous Fees Page 14 of 22 188 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Installation/relocation of pitcher’s mound $150.00 $150.00 0%$0.00 Installation/relocation of pitching rubber $30.00 $30.00 0%$0.00 Installation/relocation of base anchors/bases $10.00 $50.00 per field --Adjust to cover staff time Concession stand rental $90.00 $125.00 39%$35.00 When with higher fee Concession stand cleaning $200.00 $200.00 0%$0.00 Make it a deposit Soccer/football field layout and marking and set up (per field)$100.00 $0.00 0%($100.00)Eliminate/Part of game fee Park and recreation staff(hourly per employee)$25.00 $25.00 0%$0.00 Repair of damaged facility Actual cost of labor and materials Actual cost of labor and materials 0%$0.00 Dry chalking machine $50.00 per league $0.00 0%($50.00)Eliminate/Part of game fee Score board controllers $450.00 deposit $0.00 0%($450.00)Eliminate/Part of game fee Dry field chalk $500.00 per season $0.00 0%($500.00)Eliminate/Part of game fee League play Player Fee per player $10.00 $0.00 Create a new single schedule for all sports Field rental per 90 minutes - youth $30.00 $0.00 Create a new single schedule for all sports Field rental per 90 minutes - adult $65.00 $0.00 Create a new single schedule for all sports Concession stand $90.00 $0.00 Eliminate Electricity Actual or estimated cost of electricity during the season $0.00 Eliminate Tournament play Deposit per field $100.00 $0.00 Create a new single schedule for all sports Per field per day $200.00 $0.00 Create a new single schedule for all sports Lights (Porter Sports Complex)Actual cost of electricity $0.00 Eliminate Lights (other fields)$20.00 per hour and $10.00 for each half hour thereafter $0.00 Eliminate Lights left on after the game $20.00 per hour $0.00 Eliminate Practice Play Field rental per 90 minutes - youth $25.00 $0.00 Create a new single schedule for all sports Field rental per 90 minutes - adult $35.00 $0.00 Create a new single schedule for all sports Concession stand $60.00 $0.00 Create a new single schedule for all sports Lights (Porter Sports Complex)Actual cost of electricity $0.00 Eliminate Lights (other fields)$20.00 per hour and $10.00 for each half hour thereafter $0.00 Eliminate Lights left on after the game $20.00 per hour $0.00 Eliminate Adult softball Team fee $350.00 $0.00 Create a new single schedule for all sports Concession stand $60.00 $0.00 Eliminate $25.00 $0.00 Create a new single schedule for all sports $2,000.00 $0.00 Create a new single schedule for all sports League play Parks and Recreation Fees Baseball and Softball Late registration fee within three days past the deadline Sign advertising on all ball field scoreboards (2' tall x 8' wide) per year Soccer and Football Page 15 of 22 189 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Player Fee per player $10.00 $0.00 Create a new single schedule for all sports Field rental per 90 minutes - youth $25.00 $0.00 Create a new single schedule for all sports Field rental per 90 minutes - adult $120.00 $0.00 Create a new single schedule for all sports Concession stand $90.00 $0.00 Eliminate Electricity Actual or estimated cost of electricity during the season $0.00 Eliminate Tournament play Deposit per field $100.00 $0.00 Create a new single schedule for all sports Per field per day $200.00 $0.00 Create a new single schedule for all sports Concession stand $95.00 $0.00 Eliminate Lights (other fields)$20.00 per hour and $10.00 for each half hour thereafter $0.00 Eliminate Lights left on after the game $20.00 per hour $0.00 Eliminate Practice Play Field rental per 90 minutes - youth $25.00 $0.00 Create a new single schedule for all sports Field rental per 90 minutes - adult $35.00 $0.00 Create a new single schedule for all sports Concession stand $60.00 $0.00 Eliminate Lights (other fields)$20.00 per hour and $10.00 for each half hour thereafter $0.00 Eliminate Lights left on after the game $20.00 per hour $0.00 Eliminate League play Player Fee per player $10.00 $10.00 0%$0.00 Tournament play Deposit per field $100.00 $200.00 100%$100.00 Match Rental Per field per day $200.00 $400.00 100%$200.00 Adjustment to cover field expenses Lights per 90 minutes $20.00 $25.00 25%$5.00 Match practice time Penalty for lights let on $20.00 $25.00 25%$5.00 Match light fee Practice Play Lights per hour $20.00 $20.00 0%$0.00 Field rental per 90 minutes $25.00 $25.00 0%$0.00 Adult softball Team fee $350.00 Cost Recovery Plus 10%--Program fees $2,000.00 annually $2,000.00 annually 0%$0.00 Facility Rental N/A $200.00 New Fee for all rentals to cover staff time Before 5:00 p.m. Monday–Thursday $50.00 for the first two hours and $25.00 for each additional hour Eliminate / Replace with flat $200 fee After 5:00 p.m. Monday–Thursday and anytime Friday, Saturday and Sunday$100.00 for the first three hours and $35.00 for each additional hour Eliminate / Replace with flat $200 fee On any city recognized holiday $200.00 for the first three hours and $35.00 for each additional hour.Eliminate / Replace with flat $200 fee Cleaning deposit $100.00 $200.00 100%$100.00 Match new day rate Vendors utilizing city property, not related to a city-sponsored special event$100.00 fee $100.00 fee 0%$0.00 No adjustment Special Event Permit $100.00 $100.00 0%$0.00 No adjustment Community Center Rental Vendors Special Event Vendors Baseball, Softball, Soccer and Football Sign advertising on all ball field scoreboards Page 16 of 22 190 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Vendors utilizing city property for a city-sponsored special event 10x10 food booth $65.00 $65.00 No adjustment 10x20 food booth $85.00 $85.00 0%$0.00 No adjustment 10x30 food booth $135.00 $135.00 0%$0.00 No adjustment 10x10 merchandise booth space $50.00 $50.00 0%$0.00 No adjustment 10x20 merchandise booth space $65.00 $65.00 0%$0.00 No adjustment 10x10 booth space for non-food items that require no exchange of money$25.00 $25.00 0%$0.00 No adjustment Any for-profit business using a city park for delivery of a program or service$100.00 fee and $10.00 per participant Eliminate Half day $25.00 $0.00 -100%($25.00)Replace with Small/Large fee Full day $50.00 $0.00 -100%($50.00)Replace with Small/Large fee Small pavilion 4-hour rental $0.00 $25.00 -$25.00 No adjustment Large pavilion 4-hour rental $0.00 $50.00 -$50.00 No adjustment Ballfield advertising banners $500.00 per season $0.00 Eliminate Friday, Saturday, Sunday or after 5:00 p.m. Monday-Thursday $300.00 for 3 hours --Change to day rate only Friday, Saturday, or Sunday $0.00 $400.00 --Change to day rate only Monday - Thursday $0.00 $300.00 --Change to day rate only Monday-Thursday 8:00 a.m. to 2:00 p.m.$200.00 for 3 hours $300.00 per day 50%$100.00 Change to day rate only Anytime on a city-recognized holiday $550.00 for 3 hours Eliminate Extra hour except rehearsals $50.00 per hour Eliminate Rehearsal (1 hour)$35.00 Eliminate Weekend (Friday 12 noon to Sunday 8 pm)N/A $750.00 New Fee Required deposit $250.00 $300.00 20%$50.00 Same as weekday rental rate Land Dedication Single-Family One (1) acre per 50 dwelling units 3 acres with one being developable per 100 units --Developable acres needed Multifamily One (1) acre per 21 bedrooms 3 acres with one being developable per 100 units --Developable acres needed Developments less than 100 units N/A Less than 100 units pays fee in lieu of land --Developable acres needed Fee in Lieu of Land Dedication Single-Family $274.00 per dwelling unit $274.00 per unit --Developable acres needed Multifamily $115.00 per bedroom $274.00 per unit --Fund new park amenities Park Use Permit Pavilion Rental Advertising Presbyterian Church Rental Fees Parkland Dedication Fees Page 17 of 22 191 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Single-family residential Water $2,250.00 $2,250.00 0%$0.00 No adjustment Wastewater $3,000.00 $3,000.00 0%$0.00 No adjustment Multifamily residential Water $2,250.00 per dwelling unit $2,250.00 per dwelling unit 0%$0.00 No adjustment Wastewater $3,000.00 per dwelling unit $3,000.00 per dwelling unit 0%$0.00 No adjustment #DIV/0!$0.00 Water $3,800.00 $3,800.00 0%$0.00 No adjustment Wastewater $7,000.00 $7,000.00 0%$0.00 No adjustment Water $15,000.00 $15,000.00 0%$0.00 No adjustment Wastewater $32,500.00 $32,500.00 0%$0.00 No adjustment Public schools Water $10,000.00 $10,000.00 0%$0.00 No adjustment Wastewater $20,000.00 $20,000.00 0%$0.00 No adjustment Impact Fees Small commercial (up to and including 2" water meter or 6" wastewater service line) Large commercial (greater than 2" water meter or 8" or greater wastewater service line) Page 18 of 22 192 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Overdue Fines - Hotspots N/A $1.00 per day New fee Overdue Fines - Launchpads Tablets N/A $1.00 per day New fee Overdue Fines - Library of Things *Pending policy amendment.N/A $1.00 per day New fee Lost/damaged items/materials N/A Replacement cost of the item + $5.00 processing fee New fee Library of Things - Cleaning/Processing Fee N/A $5.00 New fee Library of Things - Things returned via book drop N/A $10.00 New fee Library Meeting Room (during library hours)N/A Driver's License or $75 deposit New fee Copies/Prints Black and White $0.15 per page, $0.30 for double sided $0.20 per page, $0.40 for double sided 33%$0.05 New fee Color $0.50 cents per page, $1.00 for double sided $0.50 cents per page, $1.00 for double sided 0%$0.00 New fee Legal Black and White $0.30 cents per page, $0.60 for double sided $0.40 cents per page, $0.80 for double sided 33%$0.10 New fee Legal Color $1.00 cents per page, $2.00 for double sided $1.00 cents per page, $2.00 for double sided 0%$0.00 New fee Faxes $1.00 for first page, $0.50 additional page $1.00 for first page, $0.50 additional page 0%$0.00 New fee If lost/damaged item is replaced with identical item purchased by patron, the processing fee is waived. Library Fees Page 19 of 22 193 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Certificate of occupancy $50.00 $50.00 0%$0.00 No change Open burning commercial > 25 acres $200.00 $200.00 0%$0.00 No change Third Party Review and Inspection Actual cost plus an administrative fee of 5% of the total cost of the third party review and/or inspections (min. fee $150.00). Actual cost plus an administrative fee of 5% of the total cost of the third party review and/or inspections (min. fee $150.00). 0%$0.00 No change $100.00 per 1,000 sq. ft. of structure $100.00 per 1,000 sq. ft. of structure 0%$0.00 No change Site plans (survey and area developed)20% of building plan fee 20% of building plan fee 0%$0.00 No change Construction site offices:$100.00 per building $100.00 per building 0%$0.00 No change Temporary structures and uses $100.00 (one time service)$100.00 (one time service)0%$0.00 No change Vending and trade $100.00 per building $100.00 per building 0%$0.00 No change Temporary membrane structures, tents and canopies $75.00 per unit $75.00 per unit 0%$0.00 No change Automatic fire-extinguishing systems 1–20 heads $100.00 $100.00 0%$0.00 No change 21–250 heads $175.00 $175.00 0%$0.00 No change 251–499 heads $250.00 $250.00 0%$0.00 No change 500+ heads $350.00 + $0.50 per head over 500 $350.00 + $0.50 per head over 500 0%$0.00 No change Automatic fire-extinguishing systems commercial cooking $50.00 fixed system $50.00 fixed system 0%$0.00 No change Fire alarm/detection related equipment 1–10 devices $100.00 $100.00 0%$0.00 No change 11–25 devices $175.00 $175.00 0%$0.00 No change 26–150 devices $250.00 $250.00 0%$0.00 No change 151–499 devices $350.00 $350.00 0%$0.00 No change 500+ devices $350.00 + $0.50 per device over 500 $350.00 + $0.50 per device over 500 0%$0.00 No change Fire pumps and related equipment $100.00 $100.00 0%$0.00 No change Standpipe systems $50.00 $50.00 0%$0.00 No change Private fire hydrants $50.00 $50.00 0%$0.00 No change Flammable and combustible liquid storage/dispensing $100.00 $100.00 0%$0.00 No change Oil/gas well drilling $1,000.00 $1,000.00 0%$0.00 No change Oil/gas well workover/recompletions $500.00 $500.00 0%$0.00 No change Hazardous material storage $100.00 $100.00 0%$0.00 No change LP-gas storage $100.00 $100.00 0%$0.00 No change Spraying or dipping building/booths $100.00 $100.00 0%$0.00 No change Commercial/public 1–5,000 sq. ft.$50.00 $50.00 0%$0.00 No change 5,001–12,000 sq. ft.$75.00 $75.00 0%$0.00 No change 12,001–25,000 sq. ft.$100.00 $100.00 0%$0.00 No change 25,001–50,000 sq. ft.$125.00 $125.00 0%$0.00 No change 50,001–100,000 sq. ft.$150.00 $150.00 0%$0.00 No change 100,001–250,000 sq. ft.$175.00 $175.00 0%$0.00 No change Fire Fees Construction Fees Building plan review and inspection (Plan review and initial inspection fees are included. A second or additional inspection of any failed item will result in a reinspection fee.) Annual Inspections Page 20 of 22 194 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Over 250,001 sq. ft.$175.00 + $25.00 each 10,000 sq. ft.$175.00 + $25.00 each 10,000 sq. ft.0%$0.00 No change Multifamily residences $50.00 per building $50.00 per building 0%$0.00 No change Reinspection Fees Reinspection (after 2nd reinspection) existing building $100.00 $100.00 0%$0.00 No change Reinspection (after 2nd reinspection) new buildings $100.00 $100.00 0%$0.00 No change Page 21 of 22 195 Item 13. Removed from Fee Schedule Move to Fee Schedule from Code of Ord Current Fee Proposed Fee % +/-$ +/-Adjustment Justification City of Sanger, Texas Missing Information Fee Schedule New Fee Description Permit Application Fee A nonrecurring fee of $500.00 for up to five network nodes addressed in the same application, $100.00 for each additional node in the same application; and a nonrecurring fee of $1,000.00 for each node support pole A nonrecurring fee of $500.00 for up to five network nodes addressed in the same application, $100.00 for each additional node in the same application; and a nonrecurring fee of $1,000.00 for each node support pole 0%$0.00 No change Annual Rate for Public Right-of-Way Use $250.00 annually per node in the city public right- of-way. $250.00 annually per node in the city public right- of-way. 0%$0.00 No change Service Pole Attachment Fee The rate to collocate a network node on a service pole in the public right-of-way shall be $20.00 per pole per year. The rate to collocate a network node on a service pole in the public right-of-way shall be $20.00 per pole per year. 0%$0.00 No change Network Nodes on Transport Facilities Any network node on transport facilities located within the public right-of-way shall pay municipal fees for occupying the public right-of-way in an amount not less than $28.00 per node per month. Any network node on transport facilities located within the public right-of-way shall pay municipal fees for occupying the public right-of-way in an amount not less than $28.00 per node per month. 0%$0.00 No change Right-of-Way Fees Page 22 of 22 196 Item 13. CITY COUNCIL COMMUNICATION DATE: September 03, 2024 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Consideration and possible action on Change Order No. 1 in the amount of $151,631.00 with Ana Site Construction, LLC for the relocation of a 4” sewage force main and authorize the City Manager to execute said Change Order No. 1. SUMMARY:  4” force main that was missed during the Utility Conflict Analysis along the North Bound Freeway and View Road near TxDOT Sta 2747+00  This line was installed after SUE and when survey was conducted in area  Existing 4” force main conflicts with the future View Road Pavement plan  The cost of relocating this line is 100% reimbursable by TXDOT FISCAL INFORMATION: Budgeted: NO Amount: $151,631.00 GL Account: 840-50-6529.2/840- 54-6529.2 RECOMMENDED MOTION OR ACTION: Staff recommends approval ATTACHMENTS:  Change Order No. 1  Proposed 4” force main plans  Correspondence between Kimley-Horn and TXDOT 197 Item 14. KIMLEY-HORN AND ASSOCIATES, INC. 801 Cherry Street, Suite 1300 Fort Worth, TX 76102 Date: August 7, 2024 PROJECT DESCRIPTION:2024 I35 UTILITY RELOCATION KHA Project No.: OWNER:CITY OF SANGER CONTRACTOR:ANA SITE CONSTRUCTION LLC ORIGINAL CONTRACT AMOUNT: REVISED CONTRACT AMOUNT PER CHANGE ORDER No. 1: REVISED CONTRACT AMOUNT PER CHANGE ORDER No. 2: REVISED CONTRACT AMOUNT PER CHANGE ORDER No. 3: Item # Item Description Quantity Unit Unit Price Item Cost 117 Remove 4" Force Main 242 LF 19.00$ 4,598.00$ 4 Remove 8" Water Line 238 LF 11.00$ 2,618.00$ 118 PVC Force Main (4") (Open Cut) 260 LF 160.00$ 41,600.00$ 119 PVC Force Main (4") (Carrier Pipe) 174 LF 118.00$ 20,532.00$ 14 Steel Casing (18") (Open Cut)* 117 LF 265.00$ 31,005.00$ 15 Steel Casing (18") (Bore)* 57 LF 523.00$ 29,811.00$ 77 Ductile Iron Fittings 0.4 TN 20,000.00$ 8,000.00$ 113 Seeding Surface Repair 837 SY 2.00$ 1,674.00$ 115 Connect Existing Sewer Line 2 EA 4,200.00$ 8,400.00$ 116 Trench Excavation Protection 377 LF 9.00$ 3,393.00$ Subtotal 151,631.00$ Total Increase in Contract Amount:151,631.00$ Original Contract Amount:6,971,123.00$ Revised Contract Amount:7,122,754.00$ Net Increase/(Decrease) in Contract Time of Completion: Revised Contract Time of Completion: Recommended by Kimley-Horn and Associates, Inc. Approved by Owners: City of Sanger By By Accepted by Contractor By Distribution 1-Owner, 1 – Contractor, 1 - KHA Office 6,971,123.00$ 7,122,754.00$ 61322300 CSJ 081 Conflict Force Main B Change Order #1 Page 1 of 1 Adam Darrach Chris Igo 198 Item 14. FS F F F F I W S X X X X X X X X X X X X X X X X X OH E OH E OH E OH E OH E OH E OH E OH E OH E E 86203733.311GUTTER B 86205733.793BACK OF CURB B 86206731.183BACK OF CURB86207730.763GUTTER 86209730.381GUTTER B C3 86210730.798BACK OF CURB B C3 86211731.661GUTTER 86212732.061BACK OF CURB 86213733.470GUTTER EC C3 B 86214733.956BACK OF CURB EC C3 86215732.705GUTTER86216733.098BACK OF CURB86217731.556GUTTER EC86218732.029BACK OF CURB EC 86221728.373GUTTER END 86222728.836BACK OF CURB END 86224729.392BACK OF CURB 86225728.953GUTTER 86226728.352GUTTER END86227728.746BACK OF CURB END 86229720.969CHAIN LINK FENCE B W/ BARBED WIRE 86230722.208CHAIN LINK FENCE W/ BARBED WIRE 86231724.505CHAIN LINK FENCE W/ BARBED WIRE86202724.148CHAIN LINK FENCE END W/ BARBED WIRE X X X C NORTH CSJ 081 - PROPOSED 4IN FM B STA 0+00 - END 35B CS J 0 8 1 - P R O P O S E D 4 I N F M B ST A 0 + 0 0 - E N D CI T Y O F S A N G E R IH - 3 5 U T I L I T Y R E L O C A T I O N S 199 Item 14. To: DATE: RFI Description CSJ 081 - SSG an existign 4" force main has been discovered. Please advise if Force Main needs to be relocated, and how to tie-in to SSG manhole. ATTACHMENTS:Sheet 24 SUBMITTED BY:Adam Darrach ANA Site Construction ATTACHMENTS REQUEST FOR INFORMATION RFI# DATE DATE NEEDED BY PROJECT NAME RESPONSE TO RFI RESPONSE BY: Nathon Harmon PROJECT # 5 7/17/2024 7/31/2024 IH-35 UT Relocations 8004 200 Item 14. F S F F F F S X X X X X X X X X X X X X X X E BM # 1 3 0 C NO R T H CSJ 081 - PROPOSED 12IN WL I STA 29+00 - END 24 CS J 0 8 1 - P R O P O S E D 1 2 I N W L I ST A 2 9 + 0 0 - E N D CI T Y O F S A N G E R IH - 3 5 U T I L I T Y R E L O C A T I O N S MA T C H L I N E S T A 2 9 + 0 0 SH E E T 23 MA T C H L I N E S T A 2 9 + 0 0 SH E E T 23 201 Item 14. 202 Item 14. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Ryan Nolting, Parks & Recreation Director Donna Green, Marketing & Special Events Director AGENDA ITEM: Consideration and possible action on approving consumption of alcohol on city property in conjunction with Ordinance #11-30-23, Chapter 15.609. SUMMARY:  The Special Event ordinance that was adopted on Nov. 6, 2024, expands on the regulations and guidelines for special event permits. The ordinance provides for the sale, distribution, and consumption of alcoholic beverages on City-owned property with City Council approval.  Per ordinance #11-30-23, this permit is being provided to the City Council due to the request for the consumption of alcohol on public property.  The approval of alcohol is by case-by-case only.  This is our 1st Special Event where alcohol is requested.  Alcohol will be sold by our downtown merchants, not outside vendors.  Approving will allow for consumption on blocked city streets in the downtown area.  Sanger Police Department has approved the attached Special Events Application. FISCAL INFORMATION: Budgeted: NA Amount: NA GL Account: NA RECOMMENDED MOTION OR ACTION: Staff Recommends approval. ATTACHMENTS:  City Council Communication  Sanger Song Writers Festival - Special Event Application  Sanger Song Writers Festival – Temporary Street Closer Permit 203 Item 15. 204 Item 15. 205 Item 15. 206 Item 15. 207 Item 15. 208 Item 15. 209 Item 15. 210 Item 15. 211 Item 15. OFFICIAL BALLOT Texas Municipal League Intergovernmental Risk Pool Board of Trustees Election This is the official ballot for the election of Places 11 -14 of the Board of Trustees for the Texas Municipal League Intergovernmental Risk Pool.Each Member of the Pool is entitled to vote for Board of Trustee members.Please record your organization’s choices by placing an “X”in the square beside the candidate’s name or writing in the name of an eligible person in the space provided.You can only vote for one candidate for each place. The officials listed on this ballot have been nominated to serve a six-year term on the TML Intergovernmental Risk Pool (Workers’Compensation,Property and Liability)Board of Trustees.The names of the candidates for each Place on the Board of Trustees are listed in alphabetical order on this ballot. Ballots must reach the office of David Reagan,Secretary of the Board,no later than September 30,2024. Ballots received after September 30,2024,cannot be counted.The ballot must be properly signed,and all pages of the ballot must be mailed to:Trustee Election,David Reagan ,Secretary of the Board, P.O .Box 149194,Austin,Texas 78714-9194.If the ballot is not signed,it will not be counted . Page 1 of 6 212 Item 16. PLACE 11 Randy Criswell.(Incumbent )Randy Criswell is currently the City Manager of Wolfforth (Region 3),a position he’s held since 2022.He has served on the TML Risk Pool Board of Trustees since 2015 and as Chair of the Board from 2020 to 2022.He has been in public service since 1994,having served the City of Canyon in three administrative roles including City Manager,the City of Mineral Wells as City Manager,and his current position.Mr. Criswell has a Bachelor of Science Degree from Texas Tech University in Engineering Technology and is a Certified Public Manager.He is a member of TCMA and a past member of the TCMA Board of Directors.He and his wife Janie have three grown children,and he enjoys golf,his Harley Davidson motorcycle,and spending time with Janie. Robert S.Davis.Robert Davis serves as the City Attorney for the City of Bullard (Region 15).He is a Senior Partner at Flowers Davis PLLC in Tyler and oversees the Business and Commercial Litigation,Insurance Defense,Defense of Governmental Entities,Employment Law,and Medical Liability Sections of the law firm.Mr.Davis has extensive experience in representing governmental entities and government officials in all types of litigation.He also has extensive experience in litigation for major insurance carriers and drafting coverage opinions for insurance carriers.Through the years,he has written many papers for and made numerous presentations to Texas Sheriffs Association,Texas Association of Counties,Texas Jail Association,and Texas Chief Deputies’Association. WRITE IN CANDIDATE: Page 2 of 6 213 Item 16. PLACE 12 Cedric Davis,Sr.Cedric Davis is the City Manager of the City of Mathis (Region 11).He joined the city’s administration team on January3,2024,and has more than three decades of experience as a public servant.He served as the City Manager of Mathis for over four years, and is a former Chief of Police and Public Educator.He is a graduate of Law Enforcement Management Institute of Texas and the Advanced Military Academy of Texas.He has a Bachelor of Science degree in Criminal Justice Administration from Sam Houston State University.He is a licensed Master Peace Officer,Police Instructor,Investigator,and holds certifications in Public Management,Smart City Practitioner,and Public Finance Investment Officer.In 2008 he served as Mayor of Balch Springs. Rocky Hawkins.Rocky Hawkins is a Councilmember for the City of Gladewater (Region 15),and served as such for four years.He has also served on the Gladewater Lake Board for 10 years,as a Chamber of Commerce Volunteer,as a member of the “Friends of the Library” at the Lee-Bardwell Public Library in Gladewater,and on various boards and committees at First Baptist Church for 30 years.Mr.Hawkins began his career with a brief stint as a Parole Officer for Gregg County;later spent almost 15 years in the Hospitality/Restaurant Business; and finished his career with 30 years at Eastman Chemical Co.He holds an associate’s degree in business management from Kilgore College and a B.S.degree in Criminal Justice from Sam Houston State University. Allison Heyward.(Incumbent )Allison Heyward has served as Councilmember for the City of Schertz (Region 7)since 2018.She also serves on the TML Board of Directors and is currently the TML President Elect.She previously served in 2022 on the TMLIRP Board as the TML Board representative.In January 2023,she was appointed to Place 12 on the TMLIRP Board to fill a vacancy.She holds a Bachelor ’s Degree in Accounting from Texas Southern University,and is a 2020 graduate of the Chamber Leadership Core Program .Mrs.Heyward is also a TML Leadership Fellow and a Certified Municipal Officer (CMO ),having received the TMLI CMO (Certified Municipal Official Designation)Award of Excellence for maintaining the designation for 5 continuous years.She has also been recognized with the President's Award for being one of the top 2 highest earners of Continuing Education Units. Rudy Zepeda.Rudy Zepeda has served as the Finance Director for the City of Santa Fe (Region 14)since 2021.Before joining Santa Fe,Mr.Zepeda served eight years in Dayton, Texas,as Assistant City Manager and Finance Director.He holds a degree in Classics from the University of Arizona and certification in Certified Public Management from Stephen F. Austin University.While Finance Director in Santa Fe,the city earned the Government Finance Officers Association (GFOA)Budget Presentation Award and the Excellence in Financial Reporting award.This year,the city was recognized by the State Comptroller’s Office with its Traditional Finances Star Award.Mr.Zepeda’s career spans 30 years,with significant experience in both public and private sectors,including 14 years in local government. WRITE IN CANDIDATE: Page 3 of 6 214 Item 16. PLACE 13 Harlan Jefferson .(Incumbent )Deputy City Manager for the City of Burleson (Region 13). Mr.Jefferson has been in public service for 41 years,serving as a Risk Manager for the City of Denton early in his career and serving as Town Manager for Flower Mound and Prosper, Texas.Mr.Jefferson is an active member of the Texas City Management Association (TCMA ),having served on its Board of Directors and is a Past President of the North Texas City Manager Association.He holds a Bachelor of Arts in Political Science and a Master of Public Administration from the University of North Texas.Additionally,he is an Adjunct Faculty member in the Master of Public Administration Program at the University of North Texas. James Quin.City Administrator for the City of Hutchins (Region 13)since March 2022.He served as City Administrator of Haslet for 8 years and City Manager for Richland Hills for 16 years.Mr.Quin earned a Bachelor of Science Education degree and a Master of Public Administration degree from Missouri State University.He is a member of the International City/County Management Association (ICMA )and maintains the ICMA Credentialed Manager (CM)designation.In April 2022,he was awarded the High Performance Leadership Academy Certificate issued by ICMA Professional Development Academy.Also,he is a full member of TCMA,and previously served on the HCA Medical City Alliance Hospital Board for 6 years. WRITE IN CANDIDATE: Page 4 of 6 215 Item 16. PLACE 14 Mike Land (Incumbent )City Manager for the City of Coppell (Region 13)since 2017,and Deputy City Manager from 2012-2017.Previously,he was Town Manager for Prosper,City Manager for Gainesville,and Executive Director for the Southwestern Diabetic Foundation. Mr.Land serves on the International City/County Management (ICMA)Board of Directors and is the 2024-25 ICMA President-Elect.Additionally,he serves on the Texas Women’s Leadership Institute Advisory Board,the Texas A&M University’s Development Industry Advisory Council,and the UTA MPA Advisory Board.He has also served as School Board Trustee for Gainesville Independent School District and as President of TCMA . WRITE IN CANDIDATE: Page 5 of 6 216 Item 16. Certificate I certify that the vote cast above has been cast in accordance with the will of the majority of the governing body of the public entity named below. ,2024.Witness my hand,this day of TitleSignatureofAuthorizedOfficial Printed Name of Authorized Official Printed Name of Political Entity Page 6 of 6 217 Item 16. TML T E X A S OFFICIAL BALLOTMUNICIPALLEAGUE Texas Municipal League (TML)Region 8 Director Election This is the official ballot for the election of the Region 8 director of the TML Board of Directors.You received this ballot because you are the city’s primary contact person with TML.Each TML member city is entitled to one vote,which vote must be cast by a majority vote of the city’s governing body. Please record your city’s choice by placing an “X”in the square beside the candidate’s name or writing in the name of an eligible person in the space provided.You can only vote for one candidate. The officials listed on this ballot have been nominated to serve a two-year term on the TML Board of Directors.A brief biography for each candidate is included after the ballot. Ballots must reach the TML office by 5:00 p.m.Central Time on October 3,2024.Ballots received after this date cannot be counted.The ballot must be properly signed and mailed to:Rachael Pitts , Texas Municipal League,1821 Rutherford Lane,Suite 400,Austin ,TX 78754,or scanned and emailed to rpitts@ tml.org.If the ballot is not signed ,it will not be counted. Region 8 Director (select one) Troy Dunn,Councilmember,Haltom City Kim Greaves,Mayor,Westlake Jon McKenzie,Councilmember,Hurst (Incumbent) Mary Sarver,Mayor Pro Tern,Grandview Certificate I certify that the vote cast above has been cast in accordance with the will of the majority of the governing body of the city named below. ,2024.day ofWitnessmyhand,this TitleSignatureofAuthorizedOfficial Printed Name of CityPrintedNameofAuthorizedOfficial 218 Item 17. 219 Item 17. Region 8 Director Candidate Biographies (printed on both sides of the page) Troy Dunn,Councilmember,Haltom City Troy Dunn and his wife own Troy Dunn Insurance Agency,which is very active in the community.Dunn is a member of the Birdville Education Foundation Board of Directors,served on the 2022 Birdville ISD Bond Committee,and has been offering a Troy Dunn Insurance Scholarship for Haltom High seniors for six years.He is very active in his community and is the Northeast Tarrant Chamber incoming chair and a Haltom City Council councilmember.He previously served on the Haltom City Economic Development Corporation for three years,the Zoning Board of Adjustments for three years,and the Parks Board for five years.Dunn is a community partner with Haltom Senior Center Bingo each month and has been a luncheon sponsor at the Center for the past four years.He is also on the North Richland Lions Club Board of Directors.Dunn is a community partner first and foremost in his personal and business life. Kim Greaves,Mayor,Westlake Kim Greaves was a financial services executive with a breadth of success across numerous organizations from start-ups to enhancing mature organizations.As a collaborative leader,he has demonstrated successes by directing cross-functional teams to plan effectively,develop strategically,and execute tactically to exceed business,delivery,and financial expectations. Over the course of his career,Kim managed over 7,000 employees and managed billions in mortgage servicing portfolios.Kim developed a reputation for improving every organization he managed while successfully driving unprecedented growth for companies such as JPMorgan Chase, Citibank,Nationstar Mortgage,and Citizens Bank.Kim retired in 2021 and has dedicated his time to serving his community.After getting involved with Westlake Academy athletics,Kim started attending town council/schoolboard meetings and was frustrated with issues and unanswered questions.He decided to run for the Westlake Town Council/School Board and was elected in 2022.After serving his first term as a councilmember,Kim decided to run for mayor and bring respect and ethics back to the mayor’s office.He was elected with 82%of the vote.(Note:The Town of Westlake runs a municipality and a charter school,nationally ranked Westlake Academy .Town councilmembers are also school board members.)Kim attended high school at New Mexico Military Institute,holds a BBA in Finance from the University of North Texas and an MBA from the University of Notre Dame.In addition to town responsibilities,Kim currently serves as the vice chairman of the New Mexico Military Institute Foundation and is active in the Metroport Chamber of Commerce. 220 Item 17. Region 8 Director Candidate Biographies (printed on both sides of the page) Jon McKenzie,Councilmember,Hurst (Incumbent) Jon McKenzie is an engaged community leader and dedicated family man.He and his wife,Brianne,have been childhood sweethearts,and together they raise their two daughters,Avery (16)and Claire (12),in his hometown of Hurst .Jon has a strong record of public service.He has been an elected member of the Hurst City Council since 2018 .He also serves on several local boards and committees,including the United Way Northeast Steering Committee (as chair),the United Way of Tarrant County Board of Directors, the NCTCOG Regional Transportation Committee (as alternate),the 6 Stones Advisoiy Board,and the HEBISD Education Foundation .Professionally,Jon has worked as a minister at Bridgewood Church of Christ since 2003.In this role,his responsibilities include preparing and delivering sermons,teaching classes,creating online content,congregational communication ,and community outreach.Before entering ministry,he worked as a Radio Frequency Technician at Atlantic Western Communication from 2000-2003 .He holds a Master of Business Administration with a focus on Strategic Leadership from the University of Dallas.He received a bachelor’s degree in communications and business administration from Texas Wesleyan University .Jon currently serves as the TML Region 8 board director.His involvement with the Texas Municipal League has been a great way for him to learn and connect within the region and state,and he would appreciate the opportunity to continue serving as the Region 8 board director.His main priorities would continue to be making beneficial connections and sharing information and resources with cities throughout Region 8. Mary Sarver,Mayor Pro Tem ,Grandview Mayor Pro Tem Mary Sarver has demonstrated a strong commitment to public service through her tenure on various boards and as a member of the Grandview City Council.She has served on the Grandview City Council since June 2022 .She is a member of the Economic Development Type A Board,vice chair of the National League of Cities’Small Cities Board,a member of the National League of Cities Economic Development Federal Advocacy Committee,and a member of the North Central Texas Council of Government Economic Development District Board .Along with her responsibilities with the NLC,Mayor Pro Tem Sarver consistently engages in Texas Municipal League (TML)training and conferences.Her dedication to public service is evident in her efforts to collaborate with neighboring cities and county officials to advance the interests of TML Region 8.She actively participates in meetings with local,state,and national municipal leaders to further these goals.Since her election,Mayor Pro Tem Sarver has actively engaged in a wide array of trainings and conferences hosted by the Texas Municipal League (TML), demonstrating a strong commitment to her professional development and the advancement of municipal governance.Her participation in these events underscores her dedication to staying informed about best practices,emerging trends,and legislative changes affecting local governments.In addition to her personal involvement,Mayor Pro Tem Sarver takes a proactive approach in promoting the benefits of TML to her colleagues and elected officials in neighboring cities.She encourages her peers to leverage the extensive resources and networking opportunities provided by TML,recognizing the value these resources bring to effective municipal management and collaboration.Her efforts not only enhance her own capabilities but also foster a broader culture of informed and collaborative leadership across the region. 221 Item 17. CITY COUNCIL COMMUNICATION DATE: September 3, 2024 FROM: Hugh Coleman, City Attorney AGENDA ITEM: Consideration and possible action on an amended petition for the creation of the North Central Denton County Municipal Utility District No. 1. SUMMARY:  The amended petition reduced the acreage of land included in the district. FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve, deny, or take no action. ATTACHMENTS: Amended petition 222 Item 18. PETITION FOR CONSENT TO THE CREATION OF NORTH CENTRAL DENTON COUNTY MUNICIPAL UTILITY DISTRICT NO 1 TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF SANGER, TEXAS The undersigned (collectively, "Petitioners"), appearing through their duly authorized agent(s) and representative(s), acting pursuant to the applicable provisions of Chapter 54, Texas Water Code, and Texas Local Government Code 42 042, as amended, respectfully petition the City Council of the City of Sanger, Texas, a home-rule municipality (the "City"), for its written consent to the creation of a municipal utility district and would show the following I The name of the proposed District is "North Central Denton County Municipal Utility District No 1" (the "District") II The District shall be created and organized under the authority of Article XVI, Section 59, and Article III, Sections 52, of the Texas Constitution, and Chapters 49 and 54, Texas Water Code, together with all amendments and additions thereto III The District contains an area of approximately 560 67 acres of land (the "Property"), situated in Denton County, Texas (the "County") The Property is described by metes and bounds in Exhibit "A" attached hereto and incorporated herein for all purposes The Property is located partially within the extraterntorial jurisdiction ("ETJ") of the City, partially outside the corporate boundaries and extraterritorial jurisdiction of any municipality, and partially within the extraterritorial jurisdiction of the City of Denton IV The undersigned constitute a majority in value of the holders of title to the lands in the proposed District, as shown by the county tax rolls and conveyances of record since the date of preparation of said county tax rolls V The proposed District shall be organized for the following purposes 1) provide a water supply for the District for municipal uses, domestic uses, and commercial purposes, 2) collect, transport, process, dispose of, and control all domestic, industrial, or communal wastes whether in fluid, solid, or composite state, 017871 000017\4894-4995-3699 v2 223 Item 18. 3) gather, conduct, divert, and control local storm water or other local harmful excesses of water in the District, 4) design, acquire, construct, finance, improve, operate, and maintain macadamized, graveled, or paved roads, or improvements in aid of those roads, and 5) such other construction, installation, maintenance, purchase, and operation of such additional facilities, systems, plants and enterprises as shall be consistent with the purposes for which the District is organized The aforementioned purposes may be accomplished by any mechanical and chemical means and processes incident, necessary, or helpful to such purposes, to the extent authorized by law and the creation of the District, to the end that public health and welfare may be conserved and prompted and the purity and sanitary condition of the State's waters protected, effected, and restored VI The general nature of the work to be done by and within the District at the present time is i) the construction of a water distribution system for domestic and commercial purposes, (11) the construction of a sanitary sewer system, (iii) the control, abatement, and amendment of the harmful excess of waters and the reclamation and drainage of overflowed lands within the District, (iv) the construction of macadamized, graveled, or paved roads, or improvements in aid of those roads, and v) such other construction, installation, maintenance, purchase, and operation of such additional facilities, systems, plants, and enterprises, all to the extent authorized by law from time to time VII There is a necessity for the improvements above described because the District is located within an area which will experience a substantial and sustained residential growth within the foreseeable future, is urban in nature and is not supplied with adequate water, sanitary sewer, drainage facilities and services, and roads The health and welfare of the future inhabitants of the District require the provision of adequate water, storm and sanitary sewer facilities and services, and roads The provision of such water, storm and sanitary sewer facilities and services, and roads will conserve and preserve the natural resources of this State by promoting and protecting the purity and sanitary condition of the State's waters, and will promote and protect the public health and welfare of the community, therefore, a public necessity exists for the organization of said District The Property cannot be developed without the creation of the District to finance the water, sanitary sewer, dramage facilities and services, and roads, therefore a public necessity exists 017871 000017\4894-4995-3699 v2 224 Item 18. VIII The proposed improvements are practicable and feasible, in that the terrain of the territory to be included in the proposed District is of such a nature that water, storm and sanitary sewer facilities and services, and roads can be constructed or provided at a reasonable cost, and said territory will be rapidly developed primarily for residential purposes with some commercial and retail use IX A preliminary investigation has been made to determine the total cost of the District's projects, and it is now estimated by the Petitioner, from such information as it has at this time, that such cost will be approximately $108,000,000 WHEREFORE, the Petitioner prays that this petition be heard and that the City Council duly pass and approve an ordinance or resolution granting the consent to the creation of the District and authorizing the inclusion of the Property within the District EXECUTION PAGE FOLLOWS ] 017871 000017\4894-4995-3699 v2 225 Item 18. RESPECTFULLY SUBMITTED, this 11 day of II)h e 2024. PETITIONERS: JAMES N. individually Executed on i_nil- A 2024 STATE OF TEXAS COUNTY OF,I This instrument was acknowledged before me on this'- `day of J tvi,20/ by James N. Horn, an individual. 1" A.';;i. ei. i .z77. BRITTANYLYTLE 4 ,=Notary Public,Stats of Tcxaa 7; T Comm.Exp ru 09.10-2026 104 Notary ID 131716035 Notary Public in and for the State of Texas Signature Page-Petition to Consent to Creation of North Central Denton Co.MUD No.1-City of Sanger 226 Item 18. JAMES NATHAN HORN, TRUSTEE OF THE JIM AND MARY HORN FAMILY TRUST DATED OCTOBER 26, 2006 a Texas trust By; v Name: James Nathan Horn Title:Trustee Executed on - AAWL- if 2024 STATE OF TEXAS COUNTY OF BEFORE ME, the undersigned authority, on this day personally appeared James Nathan Horn, trustee of the Jim and Mary Horn Family Trust dated October 24, 2006, a Texas trust, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he or she executed the same for the purposes and consideration therein expressed, in the capacity therein stated and as the act and deed of said trust. GIVEN UNDER MY HAND AND SEAL OF OFFICE on this 4ffilay of ,t l i ki-- , 2024. l -1NotaryPublicindforState of Texas NOTARY SEAL) 41i.14''' BRITTANY LYTLE 1j' E Notary Public,State of Texas Comm.Expires 09-10-2026 a,°;,Notary ID 131716035 Signature Page—Petition to Consent to Creation of North Central Denton Co.MUD No. I—City of Sanger 227 Item 18. CURTIS WHEATCRAFT, individually 4/ t}AV—/X:K Executed on u n c 3 2024 STATE OF TEXAS COUNTY OF 144 Q This instrument was acknowledged before me on this 3 day of J;n a 20 2- by Curtis J. Wheatcraft. OfevaA---) x;°a IVA GASS Gn-Notary Public,State of Texas Notary Public in and for the State of Texas I Comm. Expires 08-08-2024 n°ia ` Notary ID 7743757 Signature Page—Petition to Consent to Creation of North Central Denton Co.MUD No. 1—City of Sanger 228 Item 18. CHRISTINA WHEATCRAFT, individually exptaizeid -41/ Executed on Ju.tvc 3 2024 STATE OF TEXAS COUNTY OF A(,,e rr pez This instrument was acknowledged before me on this 3 —day of Tit nc 20. q by Christina Wheatcraft. IVA GASS4:,P"Qls/ Notary Public, State of Texas Notary Public in and for the State of Texas ec Comm. Expires 06-08-2024 Notary ID 7743757 Signature Page—Petition to Consent to Creation of North Central Denton Co.MUD No. 1—City of Sanger 229 Item 18. EXHIBIT A THE "PROPERTY" TRACT 1 FIELD NOTES to all that certain tract of land situated In the F Jamie Survey,Abstract Number 664,J Morton Survey, Abstract Number 792 and the W Norment Survey, Abstract Number 965, Denton County, Texas and being all of the called 308 17 acre tract described in the Deed from Jeffrey A Gutknecht and Desiree' Gutnecht to Kenneth W Murphy recorded in Instrument Number 2005-16658 of the Real Property Records of Denton County, Texas as recognized and occupied on the ground,the subject tract being more particularly described as follows, BEGINNING for the most Northerly Northwest corner of the tract being described here in at a wood fence corner post for the most Northerly Northwest corner of said 308 17 acre tract in the apparent West line of said Morton Survey and East line of said Jamie Survey in the apparent East line of that certain called 209 893 acre tract described in the deed to Porter Farm&Ranch, Ltd,recorded in Volume 5104, Page 289, Real Property Records, THENCE North 88 degrees 41 minutes 47 seconds East with the North line of said 308 17 acres along and near a fence a distance of 1743 85 feet to a capped iron rod found stamped "KAZ"for the most Northerly Northeast corner of said 308 17 acre tract, THENCE South 01 degrees 29 minutes 56 seconds East with the East line of said 308 17 acres a distance of 499 99 feet to a capped iron rod found stamped "KAZ" for a corner in the North line of said 308 17 acres, THENCE North 88 degrees 42 minutes 34 seconds East continuing with said North line a distance of 1742 29 feet to a capped iron rod found stamped "KAZ" for the most Easterly Northeast corner of said 308 17 acre tract on the West line of FM Road 216, THENCE South 01 degree 32 minutes 17 seconds East along said Road a distance of 452 45 feet to a capped iron rod found stamped Kem"for the beginning of a curve to the right having a radius of 1101 30 feet and a chord which bears South 27 degrees 52 minutes 56 seconds West a distance of 1085 83 feet,THENCE along the arc of said curve along said Road an arc distance of 1135 45 feet to a wood right of way post found for the monumented end of said curve, THENCE South 57 degrees 40 minutes 32 seconds West continuing along said Road a distance of 409 29 feet to a wood right of way post found for the monumented end of said curve to a curve to the left having a radius of 119130 feet and a chord which bears South 47 degrees 53 minutes 27 seconds West a distance of 399 35 feet, THENCE along the arc of said curve along said Road an arc distance of 401 25 feet to capped iron rod found stamped KAZ"for the monumented end of said curve, THENCE South 89 degrees 02 minutes 42 seconds West with the South line of said 308 17 acre tract a distance of 2058 50 feet to a to a capped iron rod found stamped"KAZ"for a corner, THENCE South 00 degrees 37 minutes 25 seconds East now with the most Easterly West line of said 308 17 acres a distance of 1159 60 feet to a capped iron rod found stamped "KAZ" for the most Southerly Southeast corner of said 308 17 acres in the North line of the called 51 204 acre tract described in the deed to Rodney A Williams, Trustee, recorded in Volume 3403 Page 69 Real Property Records, THENCE South 89 degrees 09 minutes 02 seconds West with said North line along and near a fence a distance of 898 96 feet to a metal fence corner post for the occupied Northwest corner of said 51 204 acres, THENCE South 00 degrees 59 minutes 17 seconds East with the occupied West line thereof along and near a fence a distance of 222 40 feet to a metal fence corner post for the most Southeasterly Southeast corner of said 308 17 acres, 017871 000017\4894-4995-3 699 v2 230 Item 18. THENCE South 89 degrees 22 minutes 52 seconds West with the South line thereof along and near a fence a distance of 2070 06 feet to a metal fence corner post for the Southwest corner of said 308 17 acres in the occupied East line of the called 209 893 acre tract described in the Deed to Rainbow Valley Agricultural Cooperative recorded in Volume 2771 Page 416, Real Property Records, THENCE in a general Northerly direction with the West line of said 308 17 acres and occupied East line of said 209 893 acres along and near a fence on the Eastern top of bluff the following 12 courses and distances to metal fence corner posts at each corner, 1 North 54 degrees 22 minutes 01 seconds East a distance of 376 18 feet, 2 North 87 degrees 29 minutes 14 seconds East a distance of 64 41 feel, 3 North 41 degrees 18 minutes 34 seconds West a distance of 257 96 feet, 4 North 00 degrees 10 minutes 01 seconds East a distance of 127 88 feet, 5 North 33 degrees 30 minutes 33 seconds East a distance of 164 51 feet, 6 North 47 degrees 20 minutes 32 seconds East a distance of 308 35 feet, 7 North 63 degrees 33 minutes 05 seconds East a distance of 125 58 feet, 8 North 23 degrees 51 minutes 48 seconds East a distance of 187 32 feet, 9 North 17 degrees 37 minutes 27 seconds East a distance of 257 13 feet, 10 North 08 degrees 36 minutes 26 seconds West a distance of 221 20 feet, 11 North 15 degrees 05 minutes 53 seconds West a distance of 173 44 feet, 12 North 73 degrees 37 minutes 10 seconds West a distance of 540 69 feet, THENCE North 15 degrees 59 minutes 12 seconds East continuing with said fence leaving said bluff a distance of 119 16 feet to a metal fence corner post of the most Westerly Northwest corner of said 308 17 acres, THENCE South 85 degrees 47 minutes 28 seconds East continuing with said line along a near a fence a distance of 913 29 feet to a metal fence corner post for the occupied most Easterly Southeast corner of said 209 893 acres, THENCE North 00 degrees 15 minutes 37 East with the East line thereof and most Northerly West line of said 308 17 acres along and near a fence a distance of 1378 91 feet to a wood fence corner post for the occupied Northeast corner of said 209 893 acres in the occupied South line of the above mentioned Porter tract, THENCE South 89 degrees 36 minutes 07 seconds East with the South line thereof and North line of said 308 17 acres along and near a fence a distance of 1513 50 feet to a metal fence corner post for the occupied Southeast corner of said Porter tract in the apparent West line of said Morton Survey and East line of said Jamie Survey, THENCE North 00 degrees 01 minutes 11 seconds West with said line along and near a fence a distance of 454 89 feet to the PLACE OF BEGINNING and enclosing 308 15 acres of land more or less TRACT 2 BEING a tract of land situated in the FELIPE JAINE SURVEY,Abstract No 664, DENTON County,Texas,and being a part of a certain(called)573 74 acre tract described in a deed from Henry C Amos to John W Porter on October 31, 1977, recorded in Volume 862, Page 6, Deed Records of DENTON County, Texas, and being more particularly described by metes and bounds as follows COMMENCING at the Northeast corner of said FELIPE JAINE SURVEY, which is the Southeast corner of the R BEBEE SURVEY,Abstract No 29,at a steel pin in the middle of McReynolds Road, THENCE South 87° 31' West with the North line of said FELIPE JAINE SURVEY in McReynolds Road 3031 72 feet to the PLACE OF BEGINNING, 017871 000017\4894-4995-3699 v2 231 Item 18. THENCE South 02°59' East 2074 36 feet to a steel pin, THENCE South 87°31'West 280 0 feet to a steel pin, THENCE North 02°59'West 2074 36 feet to a steel pin in the middle of McReynolds Road, THENCE North 87°31' East with the North line of the FELIPE JAINE SURVEY in McReynolds Road 280 0 feet to the PLACE OF BEGINNING and CONTAINING 13 3333 acres of land, more or less TRACT 3 ALL that certain tract or parcel of land situated in the FELIPE JAINE SURVEY,Abstract No 664, DENTON County,Texas, being part of a tract described in a deed from Henry C Amos, Jr to Eleanor Eastland Amos on March 26, 1975, recorded in Volume 739, Page 615, Deed Records of said County and being more particularly described as follows BEGINNING at a corner in Pilot Point-Sanger Road on North Boundary Line of said F JAINE SURVEY, at a point South 87 degrees 31 minutes West 2261 7 feet from the Northeast corner of said survey, THENCE South 02 degrees 59 minutes East 2074 36 feet to a steel pin, THENCE South 87 degrees 31 minutes West 210 00 feet to a steel pin, THENCE North 02 degrees 59 minutes 00 seconds West 2074 36 feet to a steel pin, THENCE North 87 degrees 31 minutes East 210 0 feet to the PLACE OF BEGINNING, CONTAINING in all 10 000 acres of land TRACT 4 ALL that certain tract or parcel of land situated in the FELIPE JAINE SURVEY,A-664, DENTON County,Texas, and being a part of a (called)573 74 acre tract described in a deed from Henry C Amos to John W Porter on October 31, 1977, recorded m Volume 862, Page 6, Deed Records of said County,and being more particularly described as follows COMMENCING at the Northeast corner of the FELIPE JANIE SURVEY which is the Southeast corner of the R BEBEE SURVEY,A-29,at a steel pm in the middle of McReynolds' Road, THENCE South 87° 31' West with the North boundary line of the JAINE SURVEY in McReynolds Road a distance of 2471 70 feet to a steel pin for the PLACE OF BEGINNING, THENCE South 02°31'West a distance of 2074 36 feet to a steel pin, THENCE South 87°31'West a distance of 560 0 feet to a steel pin, THENCE North 02°59'West a distance of 2074 36 feet to a steel pin in the middle of McReynolds Road, THENCE North 87°31' East with the North boundary line of the JAINE SURVEY in McReynolds Road a distance of 560 0 feet to the PLACE OF BEGINNING and CONTAINING in all 26 667 acres of land 017871 000017\4894-4995-3699 v2 232 Item 18. s TRACT 5 All of that certain tract or parcel of land situated in the Felipe Jaime Survey,Abstract Number 664,and the J Chesson Survey,Abstract Number 259, Denton County,Texas, and being a part of a called 573 74 acre tract of land described in the Deed as Exhibit A to Porter Farm & Ranch, Ltd, as recorded in Document Number 2002-72580, Real Property Records of Denton County, Texas, and being a part of a called 186 352 acre tract of land described in the Deed to John Porter Farms, Inc, as recorded in Volume 925, Page 127, Deed Records, Denton County,Texas, and being more particularly described as follows Beginning at the most Northern Northwest corner of the herein described tract of land in or near the center line of McReynolds Road at a pk nail set for corner at the Northeast corner of a called 2 724 acre tract of land described in the Deed as Tract III to Rainbow Valley Agricultural Cooperative as recorded in Volume 2771, Page 416, said Deed Records, Thence South 88 degrees 12 minutes 38 seconds East,with said McReynolds Road and in the North line of said 573 74 acre tract, a distance of 338 20 feet to a pk nail set for corner in the North line of said 186 352 acre tract at the Northwest corner of a called 20 00 acre tract of land described in the Deed to Ryan Baker and Billie Baker as recorded in Document Number 2005-154761, said Real Property Records, from which a pk nail found for witness in said McReynolds Road bears North 01 degrees 15 minutes 47 seconds East,a distance of 133 feet, Thence South 01 degrees 15 minutes 47 seconds West,severing said 186 352 acre tract and with the West line of said 20 00 acre tract and along or near a fence a part of the way, a distance of 2074 37 feet to a 1/2" capped iron rod set for corner in the South line of said 186 352 acre tract at the Southwest corner of said 20 00 acre tract, Thence South 88 degrees 12 minutes 38 seconds East, along or near a fence and with the South line of said 186 352 acre tract, a distance of 3732 67 feet to a 1/2" capped iron rod set for corner at the Southeast corner of said 186 352 acre tract and the Southeast corner of a called 16 352 acre tract of land described in the Deed as Tract Two to John Bryson Rasco,Jr, in Trust,Jacquelynn Lucille Rasco,Trustee, as recorded in Document Number 95-0003400,said Real Property Records, Thence North 00 degrees 28 minutes 46 seconds West,with the East line of said 186 352 acre tract and the East line of said 16 352 acre tract, passing en route at a distance of 2047 18 feet, a 3/8" iron rod found for witness and continuing on said course a total distance of 2075 91 feet to a pk nail set for corner in or near the said centerline of said McReynolds Road and in the North line of said 573 74 acre tract at the Northeast corner of said 186 352 acre tract, Thence South 88 degrees 12 minutes 38 seconds East,with the said centerline of said McReynolds road and the said North line of said 573 74 acre tract, a distance of 60 00 feet to a pk nail set for corner at the Northeast corner of said 573 74 acre tract and the Northwest corner of a called 159 059 acre tract of land described in the Deed to Spratt Family Partnership,as recorded in Document Number 2008-66689,said Real Property Records, Thence South 00 degrees 28 minutes 46 seconds East, along or near a fence a part of the way and with the East line of said 573 74 acre tract and the West line of said 159 059 acre tract, a distance of 3463 74 feet to a wood fence corner post found for corner in the East line of said 573 74 acre tract and at the Southwest corner of said 159 059 acre tract and the Northwest corner of a called 308 17 acre tract of land described in the Deed to Janies N Horn, et ux Mary 0 Horn,as recorded in Document Number 2012-84667,said Real Property Records, Thence South 00 degrees 02 minutes 20 seconds East, along or near a fence and with the East line of said 573 74 acre tract and a West line of said 308 17 acre tract,a distance of 454 75 feet to a metal fence corner post found for corner at the Southeast corner of said 573 74 acre tract and a re-entrant corner in a West line of said 308 17 acre tract, 017871 000017\4894-4995-3699 v2 233 Item 18. r 3 Thence North 89 degrees 36 minutes 14 seconds West, along or near a fence and with the South line of said 573 74 acre tract and a North line of said 308 17 acre tract, a distance of 1513 80 feet to a wood fence corner post found for corner in the South line of said 573 74 acre tract and at the most Western Northwest corner of said 308 17 acre tract and the Northeast corner of a called 209 893 acre tract of land described in the Deed as Tract I to Rainbow Valley Agricultural Cooperative as recorded in Volume 2771, Page 416, Deed Records of said Denton County,Texas, Thence North 88 degrees 17 minutes 06 seconds West,with a North line of said 209 893 acre tract and a South line of said 573 74 acre tract, a distance of 2645 31 feet to a 1/2" capped iron rod set for corner set for corner at the Southeast corner of said 2 724 acre tract, from which a 1/2" iron rod found for witness at the Northwest corner of said 209 893 acre tract and the Southwest corner of said 2 724 acre tract bears North 87 degrees 06 minutes 14 seconds West,a distance of 30 03 feet, Thence along or near a fence and with the East line of said 2 724 acre tract,the following 6 bearings and distances 1) Thence North 00 degrees 03 minutes 28 seconds East, a distance of 125 02 feet to a 1/2"capped iron rod set for corner, 2) Thence North 00 degrees 12 minutes 17 seconds East, a distance of 1024 08 feet to a 1/2" capped iron rod set for corner, 3) Thence North 00 degrees 24 minutes 28 seconds East, a distance of 425 31 feet to a 1/2"capped iron rod set for corner, 4) Thence North 01 degrees 13 minutes 28 seconds East, a distance of 725 19 feet to a 1/2"capped iron rod set for corner, 5) Thence North 01 degrees 27 minutes 36 seconds East,a distance of 764 49 feet to a 1/2"capped iron rod set for corner, 6) Thence North 01 degrees 21 minutes 08 seconds East, a distance of 892 34 feet to The Place of Beginning and enclosing 197 512 acres of land more or less TRACT 6 All that certain tract or parcel of land situated in the Felipe Jaime Survey, Abstract Number 664, Denton County, Texas, being a part of a called 186 352 acre tract of land described in the Deed to John Porter Farms, Inc as recorded in Volume 925, Page 127, Deed Records, Denton County,Texas,and being more particularly described as follows Beginning at the Northwest corner of the herein described tract of land in or near the center line of McReynolds Road at a pk nail set for corner in the North line of said 186 352 acre tract and the Northeast corner of a called 10 00 acre tract of land described in the Deed to Keith R Wilde, et ux Wanetta L Bass-Wilde as recorded in Document Number 2002-67137, said Real Property Records, from which a pk nail set for corner at the Northeast corner of said 186 352 acre tract bears South 88 degrees 12 minutes 38 seconds East,a distance of 1572 36 feet, Thence South 88 degrees 12 minutes 38 seconds East, with said centerline of said McReynolds Road and the North line of said 186 352 acre tract, a distance of 211 18 feet to a pk nail set for corner at the most Northern Northwest corner of a called 15 00 acre tract of land described in the Deed to Jesus Gutierrez, et ux Patricia Gutierrez as recorded in Document Number 2007-145908,said Real Property Records, Thence South 01 degrees 13 minutes 40 seconds West, with a West line of said 15 00 acre tract of land, passing en route at a distance of 27 23 feet, a 2" iron pipe found for witness and continuing on said course, along or near a fence, a total distance of 1037 20 feet to a 1/2" iron rod found for corner at a re-entrant corner in the West line of said 15 00 acre tract, Thence North 88 degrees 23 minutes 22 seconds West, along or near a fence and with a North line of said 15 00 acre tract of land, a distance of 210 82 feet to a 1/2" iron rod found for corner at a salient corner in the West line of said 15 00 acre tract and being in the East line of said 10 00 acre tract of land, 017871 000017\4894-4995-3699 v2 234 Item 18. Thence North 01 degrees 12 minutes 31 seconds East, along or near a fence a part of the way and with the East line of said 10 00 acre tract, passing en route at a distance of 1037 29 feet, a pk nail found for witness and continuing on said course a total distance of 1037 86 feet to the Place of Beginning and enclosing 5 010 acre of land more or less 017871 000017\4894-4995-3699 v2 235 Item 18. CERTIFICATE OF RECEIPT OF PETITION FOR CONSENT TO CREATION OF NORTH CENTRAL DENTON COUNTY MUNICIPAL UTILITY DISTRICT NO. 1 THE STATE OF TEXAS COUNTY OF DENTON CITY OF SANGER I, Kelly Edwards, City Secretary of the City of Sanger, Texas, do hereby certify that the attached and foregoing is a true and correct copy of the Petition for Consent to Creation of North Central Denton County Municipal Utility District No. 1, dated June 11, 2024 which was received by my office on the Y Z-- day of --3-1)t 2024. WITNESS my hand and the Seal of said City this 8 day of0-‘k) 2024. SEAL OF CITY) OP S /, Kelly Edwards C • 92 City Secretary 11 City of Sanger, Texas S • \\\ 4861-4483-1674.v1 236 Item 18. COATS RosE A PROFESSIONAL CORPORATION EMILY FORSWALL EFORSWALL@COATSROSE.COM ASSOCIATE DIRECT:(713)653-5712 FAX:(713)651-0220 June 11, 2024 Ms. Kelly Edwards VIA FEDERAL EXPRESS City Secretary City of Sanger 502 Elm Street Sanger, Texas 76266 Re: Proposed North Central Denton County Municipal Utility District No. 1 Dear Ms. Edwards Pursuant to Texas Water Code Section 54.016, enclosed please find a Petition for Consent to Creation of the above-referenced District. Also enclosed are five (5) copies of a certificate of receipt of the petition. I would appreciate it if you would sign these certificates and return them to me in the enclosed overnight envelope. If you have any questions regarding the petition or need any additional information,please contact me at(713) 653-5712 or Timothy Green at(713) 653-7360. Very truly yours, Emily Forswall EF: 1. Petition 2. Certificates of Receipt 9 GREENWAY PLAZA,STE 1000,HOUSTON,TEXAS 77046 PHONE:(713)651-0111 FAX:(713)651-0220 coatsrosc.com HOUSTON I AUSTIN I DALLAS I CINCINNATI 4894-7045-5482.v I 237 Item 18. Kelly Edwards From Kelly Edwards Sent Tuesday,July 2, 2024 8 39 AM To Hugh Coleman (hcoleman@sangertexas org) Cc John Noblitt(JNoblitt@sangertexas org) Subject MUD 1 Amended petition Follow Up Flag Follow up Due By Monday,July 8, 2024 9 30 AM Flag Status Completed Hugh, John mentioned that there was an amendment to MUD 1 I will need a copy of the document to place it in Laserfiche Thank you, Kelly Edwards,TRMC, MMC City Secretary City of Sanger 502 Elm Street PO Box 1729 Sanger,Texas 76266 940 458 7930 - Main 940 777 8001 - Direct est p 7e SANGER riNsA X P` 1 238 Item 18. v •+• Detailed Tracking X + F C : fedexcom/fedextrack/?trknbr=776816191219&trkqual=2460473000--776816191219-FX r D q City of Sanger,TX ®Th1L Learning Cente... it.TSLAC Retention Sc... gi Denton CAD [a Denton County Elec... Denton Record{hc.. 0 Texas Municipal Cie... Texas Ethics Commi... q Fed Shipping I rac king' Design&Print' I octillion.; Supper I , Sign lip or I txj In a 11 Yyr"j JJ`JJ\ FedEx,Tracking Track Another Shipment Local Scan Time v Help 110-S\PIA")ASHOPRUNNER by Fed;::: 1limo aSHOPNOW Search products from your favorite brands all in one place. AN 1 i ---\,j3....+DELIVERED DELIVERY STATUS TRACKING ID Delivered 776816191219 , 1L^Wednesday LQ Report missing package VC)6/12/24 at 10:12 AM FROM Houston,TX US Signed for by:K.Prather Label Created q, 4 ,...c)y Obtain proof of delivery6/11/24 5:25 PM ti/o vlv V r L/ qWantupdatesonthisshipment?Enter your email and we will do the rest! HOUSTON,TXv v 1 J YJam— Your email 6/11/24 5:41 PM D SUBMIT ON THE WAY L FORT WORTH,TX MORE OPTIONS 4 OUT FOR DELIVERY FORT WORTH,TX T1l` \ram\A--- l 6/12/24 7:32 AM O DELIVERED L5;1 SANGER,TX US 1 Delivered J 6/12/2424at10:12AM L! /"} I f ' View travel history. 1 Shipment facts Shipment overview TRACKING NUMBER 776816191219 11 DELIVERED TO Shipping/Receiving 239 Item 18. 0 -1 N iJ z"i ZOCoO)ma o yam Cn C7 C7 'S m ccn m m c y C ci) 0-4 m'TZ7 W N wOo 7700IT-=- t_.--z m -< -< -Lz8*0 a)D m 1- O m m rly nD1r2rr- MINIMIN 0 Ih. Q7 m w - ti=a; mm IV x cr) cfl cn 0 co mm i ti co 0 n cn miii z n 0_ r q-IT, O rn v m -Ci 0 m Q'• 7C r 73 oo X O N w r C c C zz cn rn c A 73 0 a) Z o Ni mToZ0) -1 J242021032601 uv 583J51821 DFJAE3 After printing this label: 1.Use the'Print'button on this page to print your label to your laser or inkjet printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning:Use only the printed original label for shipping. Using a photocopy of this label for shipping purposes is fraudulent and could result in additional billing charges,along with the cancellation of your FedEx account number. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide,available on fedex.com.FedEx will not be responsible for any claim in excess of$100 per package,whether the result of loss,damage,delay,non-delivery,misdelivery,or misinformation, unless you declare a higher value, pay an additional charge,document your actual loss and file a timely claim.Limitations found in the current FedEx Service Guide apply.Your right to recover from FedEx for any loss,including intrinsic value of the package, loss of sales,income interest,profit, attorney's fees,costs,and other forms of damage whether direct,incidental,consequential,or special is limited to the greater of$100 or the authorized declared value. Recovery cannot exceed actual documented loss.Maximum for items of extraordinary value is$1,000,e.g.jewelry, precious metals,negotiable instruments and other items listed in our ServiceGuide.Written claims must be filed within strict time limits,see current FedEx Service Guide. eerr\- baeiK -71 ?;,j*24 240 Item 18. City of Sanger Texas Memo To: City Council From: John Noblitt, City Manager cc: N/A Date: 08/26/24 Re: Change Order My office executed the following change orders:  Kimley-Horn Professional Services 2022-I-35 Utility Relocation o Executed July 8, 2024 o Ongoing Construction Contract Administration o Original Priced Term was 12 Months o Net contract increases by $35,000.00.  Original contract amount - $499,600.00.  New contract amount, reflecting Amendment Number 1 - $534,600.00. 241 Item 19. 11 Atmos Energy Corporation 5420 LBJ Freeway, Suite 1862 Dallas, TX 75240 P 214-206-2568 F 214-206-2126 Christopher.Felan@atmosenergy.com August 13, 2024 TO THE GOVERNING BODY OF ALL MUNICIPALITIES SERVED BY ATMOS ENERGY CORP., MID-TEX DIVISION On August 13, 2024, Atmos Energy Corp., Mid-Tex Division (the “Company”), filed its Annual Gas Cost Reconciliation Filing for the twelve-month period ended June 30, 2024. This report has been prepared in accordance with the Order of the Railroad Commission of Texas under Gas Utilities Docket No. 9400. This report reconciles the Company’s expenditures for gas with the billing of those costs to residential, commercial, and industrial customers for the period noted above. This filing is for informative purposes only and no action is required on your city’s part. Enclosed is a copy of the schedules filed with the Commission. Should you have any questions, please contact me at 214-206-2568. Sincerely, Chris Felan Vice President, Rates and Regulatory Affairs Atmos Energy, Mid-Tex Division Chris Felan Vice President Rates & Regulatory Affairs 242 Item 20. 12 Atmos Energy Corporation 5420 LBJ Freeway, Suite 1862 Dallas, TX 75240 P 214-206-2568 F 214-206-2126 Christopher.Felan@atmosenergy.com August 13, 2024 Ms. Kari French Assistant Executive Director and Division Director – Oversight and Safety Railroad Commission of Texas 1701 North Congress Avenue P. O. Box 12967 Austin, Texas 78711-2967 Re: Docket Compliance, GUD No. 9400, Atmos Energy Corp., Mid-Tex Division Annual Gas Cost Reconciliation Filing Dear Ms. French: Attached is Atmos Energy Corp., Mid-Tex Division’s (the “Company”) Gas Cost Reconciliation filing for the twelve-month period ended June 30, 2024. This report has been prepared in accordance with the order of the Railroad Commission of Texas under Gas Utilities Docket (“GUD”) No. 9400. In response to the Railroad Commission of Texas Audit No. 06-037, Auditor’s Recommendation, the Company has included an additional schedule (Schedule 10) in the filing to reflect the percentage of Lost and Unaccounted for Gas for the reconciliation period. The Company has not included the cost of odorant in gas cost as directed by the Commission; however, the Company again reiterates that it does not agree with this position. Finally, the gas cost portion of bad debts written off has been included in accordance with the system-wide application of the Rider GCR (Gas Cost Recovery) provisions. The Company is requesting an exception to the Final Order issued in GUD 9400, Finding of Fact 121, which directs the Reconciliation Factor to be determined for the “succeeding October through June billing months.” In this filing, the Company is requesting the Reconciliation Factor be determined using the months of November through March. The Company has included the standard calculation of the Reconciliation Factor over the nine (9) month period designated in GUD 9400 of ($0.0161) and an alternative calculation of the Reconciliation Factor over a five (5) month period of ($0.0206). The Company will refund the over collection over a five (5) month period. Chris Felan Vice President Rates & Regulatory Affairs 243 Item 20. Atmos Energy Page 2 Included in this filing is my certification, a Table of Contents that provides a listing and description of each document, and all of the reconciliation schedules and workpapers listed on the Table of Contents. Copies of this filing are being provided to all incorporated municipalities served by Atmos Energy Corp., Mid-Tex Division. Should there be any questions related to this filing, please call me on 214-206-2568. Sincerely, Chris Felan Vice President, Rates and Regulatory Affairs Atmos Energy, Mid-Tex Division Attachments: cc: Mr. Mark Evarts, Railroad Commission of Texas Ms. Sarah Montoya-Foglesong, Railroad Commission of Texas Ms. Yvonne Jackson, Railroad Commission of Texas Mr. Alexander Schoch, Railroad Commission of Texas 244 Item 20. ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 PREPARED IN ACCORDANCE WITH THE ORDER OF THE RAILROAD COMMISSION OF TEXAS UNDER GAS UTILITIES DOCKET NO. 9400 The attached Annual Gas Cost Reconciliation Filing for the period ended June 30, 2024, was prepared by me or under my direct supervision. I hereby certify that the information contained therein is true and correct and that the Filing was prepared in accordance with the order of the Railroad Commission of Texas in Gas Utilities Docket No. 9400. ______________________________ Chris Felan Vice President Rates & Regulatory Affairs Filed: August 13, 2024 245 Item 20. ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 246 Item 20. Document Title Document Description Schedule 1 Calculation of Reconciliation Factor Schedule 2 Summary of (Over)/Under Recovery Schedule 3 Gas Cost Incurred Schedule 4 Gas Cost Incurred - By Month Schedule 5 Gas Cost Billed Schedule 6 Summary of Net Gas Cost Written Off Schedule 7 Interest Calculation Schedule 8 Estimated Volume Calculation for (Refund)/Surcharge Schedule 9 Summary of (Over)/Under Recovery from Previous Filing Schedule 10 Lost And Unaccounted For Gas ("LUG") Calculation WP/Billed Gas Cost Gas Cost Billed - By Month WP/LUG-Related Mcf LUG-Related Volumes/Quantities - By Month TABLE OF CONTENTS ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 247 Item 20. Schedule 1 Line No.Description Amount Reference (a)(b)(c) 9-MONTH REFUND PER GUD 9400 (Oct - June) 1 Total Amount to (Refund)/Surcharge (2,129,945)$ Schedule 2, Col. (b), Line 13 2 3 Total Estimated Rate R, Rate C and Rate I Mcf 132,437,794 Schedule 8, Col. (b), Line 11 4 5 Reconciliation Factor (Mcf)(0.0161)$ Line 1 divided by Line 3 5-MONTH REFUND PER GUD 9400 (Nov - March) 1 Total Amount to (Refund)/Surcharge (2,124,129)$ Schedule 2, Col. (c), Line 13 2 3 Total Estimated Rate R, Rate C and Rate I Mcf 102,891,801 Schedule 8, Col. (c), Line 6 4 5 Reconciliation Factor (Mcf)(0.0206)$ Line 1 divided by Line 3 ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 CALCULATION OF RECONCILIATION FACTOR 248 Item 20. Schedule 2 9-Month Per GUD 9400 5-Month Alternative Proposal Line No.Description Amount Amount Reference (a)(b)(c)(d) 1 Gas Cost Incurred 371,503,555$ 371,503,555$ Schedule 3, Col. (c), Line 17 2 3 Gas Cost Billed 381,329,255 381,329,255 Schedule 5, Col. (e), Line 14 4 5 Total Gas Cost (Over)/Under Recovered (9,825,700)$ (9,825,700)$ Line 1 minus Line 3 6 7 Amount Remaining from Previous Filing (790,008) (790,008) Schedule 9, Col. (b), Line 7 8 9 Net Gas Cost Written Off 7,746,091 7,746,091 Schedule 6, Col. (h), Line 13 10 11 Interest 739,672 745,488 Schedule 7, Col. (f), (i), Line 27 12 13 Total Amount to (Refund)/Surcharge (2,129,945)$ (2,124,129)$ Line 5 plus Line 7 plus Line 9 plus Line 11 SUMMARY OF (OVER)/UNDER RECOVERY ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 249 Item 20. Schedule 3 Line FERC No.Account Description Amount (a)(b) (c) Schedule 4, Col. (n) 1 800 Natural Gas Well Head Purchases -$ 2 801 Natural Gas Field Line Purchases - 3 802 Natural Gas Gasoline Plant Outlet Purchases - 4 803 Natural Gas Transmission Line Purchases 327,512,768 5 805 Other Gas Purchases (355,165) 6 806 Exchange Gas 537,511 7 808.1 Gas Withdrawn From Storage - Debit 57,101,021 8 808.2 Gas Delivered To Storage - Credit (29,144,280) 9 812 Gas Used for Other Utility Operations - Credit (150,017) 10 858 Transmission and Compression of Gas by Others 21,986,235 11 12 13 Total Gas Cost Incurred 377,488,074$ 14 15 805 Less: Total Imbalance Fees (1)5,984,519$ 16 17 Total Gas Cost Less Imbalance Fees 371,503,555$ Note: 1. Reference Schedule 4, Line 19. GAS COST INCURRED ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 250 Item 20. Schedule 4 Page 1 of 2 Line FERC No.Account Jul-23 Aug-23 Sep-23 Oct-23 Nov-23 Dec-23 (a)(b) (c)(d) (e)(f) (g) 1 800 - Natural Gas Well Head Purchases 2 801 - Natural Gas Field Line Purchases 3 802 - Natural Gas Gasoline Plant Outlet Purchases 4 803 - Natural Gas Transmission Line Purchases 16,716,634.50 15,448,236 11,402,653 14,342,144 29,601,817 49,764,586 5 805 - Other Gas Purchases-Curtailment Overpull 6 805 - Other Gas Purchases-CNG Charges 7 805 - Other Gas Purchases-Other Gas Costs 8 805 - Other Gas Purchases-Recovery of Gas Loss (11,468)(7,643)(75,771)(37,683)(26,780)(19,639) 9 806 - Exchange Gas (17,681)91,204 (149,533)(54,715) (49,120)(97,620) 10 808.1 - Gas Withdrawn From Storage - Debit - - - 3,905,948 3,010,061 10,282,300 11 808.2 - Gas Delivered To Storage - Credit (6,321,110)(6,012,930)(2,966,451)(3,847,193)(2,049,781)(1,627,576) 12 812 - Gas Used for Other Utility Operations - Credit (6,564)(9,166)(2,330)(21,800)(13,147)(9,135) 13 858 - Transmission and Compression of Gas-Demand Storage 597,500 597,500 597,500 597,500 597,500 597,500 14 858 - Transmission and Compression of Gas by Others 10,028 10,083 9,684 227,563 2,986,258 3,323,266 15 16 17 Total Gas Cost Incurred 10,967,341$ 10,117,284$ 8,815,752$ 15,111,764$ 34,056,808$ 62,213,680$ 18 19 Total Imbalance Fees (213,178)(69,204)(55,830)(60,961)(155,906)(134,658) 20 21 22 Total Gas Cost Less Imbalance Fees 10,754,163$ 10,048,080$ 8,759,922$ 15,050,803$ 33,900,902$ 62,079,022$ GAS COST INCURRED - BY MONTH ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 251 Item 20. Schedule 4 Page 2 of 2 Line No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 FERC Total Account Jan-24 Feb-24 Mar-24 Apr-24 May-24 Jun-24 Amount (a)(h)(i) (j) (k) (l) (m) (n) 800 - Natural Gas Well Head Purchases - 801 - Natural Gas Field Line Purchases - 802 - Natural Gas Gasoline Plant Outlet Purchases - 803 - Natural Gas Transmission Line Purchases 134,469,323 39,500,892 17,327,613 (1,046,493)(3,086,003)3,071,366 327,512,768 805 - Other Gas Purchases-Curtailment Overpull - 805 - Other Gas Purchases-CNG Charges - 805 - Other Gas Purchases-Other Gas Costs - 805 - Other Gas Purchases-Recovery of Gas Loss (10,912)(28,823)(55,519)(32,111)(37,277)(11,539)(355,165) 806 - Exchange Gas 804,168 (8,140)(238,568)(215,604)434,408 38,712 537,511 808.1 - Gas Withdrawn From Storage - Debit 25,043,527 10,044,153 4,815,033 0 0 0 57,101,021 808.2 - Gas Delivered To Storage - Credit (2,384,639)(3,462,428)(57,106)156,601 630,784 (1,202,450)(29,144,280) 812 - Gas Used for Other Utility Operations - Credit (5,028)(36,297)(19,238)(11,884)(8,446)(6,982)(150,017) 858 - Transmission and Compression of Gas-Demand Storage 597,500 597,500 597,500 420,000 825,000 825,000 7,447,500 858 - Transmission and Compression of Gas by Others 2,745,461 2,422,599 2,570,004 211,384 10,205 12,199 14,538,735 Total Gas Cost Incurred 161,259,400$ 49,029,457$ 24,939,720$ (518,108)$ (1,231,330)$ 2,726,306$ 377,488,074 Total Imbalance Fees (185,027)(2,989,048)(909,476)(163,770)74,148 (1,121,609)(5,984,519) Total Gas Cost Less Imbalance Fees 161,074,373$ 46,040,409$ 24,030,244$ (681,878)$ (1,157,182)$ 1,604,697$ 371,503,555 GAS COST INCURRED - BY MONTH ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 252 Item 20. Schedule 5 Line No.Month-Yr Rate R (Mcf)Rate C (Mcf)Rate I (MMBtu) (a)(b)(c)(d)(e) 1 July-23 2,119,520 2,739,194 175,543 11,553,784$ 2 August-23 1,849,985 2,414,550 239,823 13,465,520 3 September-23 1,808,516 2,613,104 (1,416) 13,804,792 4 October-23 2,155,458 2,803,650 221,723 13,248,585 5 November-23 5,475,294 3,951,703 273,981 25,903,471 6 December-23 9,883,815 5,326,550 570,241 50,054,319 7 January-24 19,546,972 9,349,252 382,049 88,079,662 8 February-24 17,139,974 9,347,804 542,485 86,604,620 9 March-24 7,617,730 5,765,584 327,797 40,096,990 10 April-24 5,049,840 4,394,622 351,571 17,759,107 11 May-24 3,075,926 3,473,433 290,015 11,244,986 12 June-24 2,487,813 3,025,611 254,556 9,513,419 13 14 Total 78,210,843 55,205,058 3,628,368 381,329,255$ Note: 1. Reference Workpaper WP/Billed Gas Cost, column ( i ). Billed Volumes/Quantities GAS COST BILLED Total Gas Cost Recovered (1) ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 253 Item 20. Schedule 6 Line No.Month-Yr Gas Cost Written Off Margin Written Off Tax and Other Written Off Total Written Off Gas Cost Collected Margin Collected Net Cumulative Net (a)(b)(c)(d)(e)=(b)+(c)+(d)(f)(g)(h)=(b)+(f)(i) 1 July-23 722,168 1,007,756 31,178 1,761,103 (21,338) (34,309) 700,831 700,831 2 August-23 1,083,345 1,503,767 59,019 2,646,131 (28,984) (44,065) 1,054,360 1,755,191 3 September-23 886,962 1,271,160 56,324 2,214,447 (80,018) (182,302) 806,944 2,562,135 4 October-23 1,149,296 1,928,467 76,489 3,154,252 (80,769) (128,119) 1,068,527 3,630,662 5 November-23 1,146,403 2,134,576 92,927 3,373,906 (91,858) (92,107) 1,054,545 4,685,207 6 December-23 632,535 1,409,378 44,320 2,086,233 (81,134) (59,731) 551,401 5,236,608 7 January-24 362,700 970,577 23,111 1,356,388 (97,217) (76,112) 265,483 5,502,091 8 February-24 625,287 1,234,026 54,040 1,913,353 (41,470) (41,066) 583,817 6,085,908 9 March-24 604,681 1,787,374 63,915 2,455,970 (40,772) (47,681) 563,909 6,649,817 10 April-24 296,747 901,556 41,550 1,239,852 (44,570) (56,312) 252,177 6,901,994 11 May-24 337,890 828,166 53,531 1,219,586 (28,245) (45,056) 309,645 7,211,639 12 June-24 561,513 971,572 100,554 1,633,639 (27,061) (40,731) 534,452 7,746,091 13 Total 8,409,526$ 15,948,377$ 696,958$ 25,054,860$ (663,435)$ (847,589)$ 7,746,091$ All Areas For The Period of July, 2023 - June, 2024 ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 SUMMARY OF NET GAS COST WRITTEN OFF 254 Item 20. Schedule 7 ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 Amount of Amount of Line Month/Monthly (Over)/Cumulative (Over)/Interest (Refund)/Monthly Cumulative (Over)/(Refund)/Monthly No.Year Under Recovery (1)Under Recovery Rate (2)Surcharge (3)Interest (4)Under Recovery Surcharge (5)Interest (4) (a)(b) (c)(d)(e)(f)(g)(h)(i) 1 July-23 (98,790)$ (98,790)$ 1.190%(100)$ (98,790)$ (100)$ 2 August-23 (2,363,080) (2,461,870) 1.190%(2,488) (2,461,870)$ (2,488)$ 3 September-23 (4,237,926) (6,699,796) 1.190%(6,553) (6,699,796)$ (6,553)$ 4 October-23 2,870,745 (3,829,051) 1.190%(3,870) (3,829,051)$ (3,870)$ 5 November-23 9,051,976 5,222,925 1.190%5,108 5,222,925 5,108$ 6 December-23 12,576,104 17,799,029 1.190%17,989 17,799,029 17,989$ 7 January-24 73,260,194 91,059,223 4.900%378,956 91,059,223 378,956$ 8 February-24 (39,980,394) 51,078,829 4.900%198,858 51,078,829 198,858$ 9 March-24 (15,502,837) 35,575,992 4.900%148,055 35,575,992 148,055$ 10 April-24 (18,188,808) 17,387,184 4.900%70,025 17,387,184 70,025$ 11 May-24 (12,092,523) 5,294,661 4.900%22,034 5,294,661 22,034$ 12 June-24 (7,374,270) (2,079,609) 4.900%(8,375) (2,079,609)$ (8,375)$ 13 Beg. Balance Prior Filing (6)(790,008) (2,869,617) 4.900%- (2,869,617)$ 14 July-24 (2,869,617) 4.900%(11,942) (2,869,617)$ (11,942)$ 15 August-24 (2,869,617) 4.900%(11,942) (2,869,617)$ (11,942)$ 16 September-24 (2,869,617) 4.900%(11,557) (2,869,617)$ (11,557)$ 17 October-24 (2,755,405) 4.900%(114,212) (11,467) (2,869,617)$ (11,942)$ 18 November-24 (2,551,395) 4.900%(204,011) (10,275) (2,607,023) (262,594) (10,500)$ 19 December-24 (2,171,247) 4.900%(380,148) (9,036) (2,117,714) (489,310) (8,813)$ 20 January-25 (1,522,818) 4.900%(648,428) (6,337) (1,283,085) (834,629) (5,340)$ 21 February-25 (963,044) 4.900%(559,774) (3,620) (562,568) (720,517) (2,115)$ 22 March-25 (525,981) 4.900%(437,063) (2,189) - (562,568) -$ 23 April-25 (268,807) 4.900%(257,174) (1,083) - 24 May-25 (124,514) 4.900%(144,293) (518) - 25 June-25 0 4.900%(124,514) 0 26 27 Total (2,869,617)$ (2,869,617)$ 739,672$ (2,869,617)$ 745,488$ Notes: 1. Reference Schedule 4 (Gas Cost Incurred), Line 22 (by month) minus Schedule 5 (Gas Cost Billed), column (e) by month plus Schedule 6 (Net Gas Cost Written Off), column (h) by month. 2. Interest rate is based on the PUCT/RRC rate for over and under billings. 3. Reference Schedule 8, column (b) by month divided by Schedule 8, line 11, column (b) multiplied by Schedule 7 line 27, column (b). 4. For column (f), the monthly interest amount is calculated by taking column (c) x column (d), divided by 365 days in the year x the total number of days in each month. For column (i), the monthly interest amount is calculated by taking column (g) x column (d), divided by 365 days in the year x the total number of days in each month. 5. Reference Schedule 8, column (b) by month divided by Schedule 8, line 6, column (c) multiplied by Schedule 7 line 27, column (b). 6. Reference Schedule 9, Line 7(b). 9-Month Per GUD 9400 5-Month Alternative Proposal INTEREST CALCULATION 255 Item 20. Schedule 8 Line No.Month-Yr (a)(b)(c)(d) 1 October-24 5,271,064 2 November-24 9,415,453 3 December-24 17,544,479 4 January-25 29,926,097 5 February-25 25,834,556 6 March-25 20,171,216 102,891,801 5-month Sub-Total (Nov - Mar) 7 April-25 11,869,016 8 May-25 6,659,392 9 June-25 5,746,521 10 11 Total for 9 months 132,437,794 Note: 1. Source - Mid-Tex FY2025 Forecasted Volumes from Mid-Tex Finance Volume Sub- Totals Time Periods ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 Total Estimated Volume (1) ESTIMATED VOLUME CALCULATION FOR (REFUND)/SURCHARGE 256 Item 20. Schedule 9 Line No.Description Amount Reference (a)(b)(c) 1 Prior (Over)/Under Gas Cost Recovery (9,773,306)$ Prior Year Gas Cost Reconciliation Sch 2, Line 13(c) - Line 11(c) 2 3 Amount (Refunded) /Surcharged to Customers (9,104,205) For the Periods November 2023 through March 2024 4 5 Interest (120,907) 6 7 Total Amount to (Refund)/Surcharge from Previous Filing (790,008)$ Line 1 minus Line 3 plus Line 5 SUMMARY OF (OVER)/UNDER RECOVERY FROM PREVIOUS FILING ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 257 Item 20. Schedule 10 Line No.Description Mcf or Percent Reference (a)(b)(c) 1 Net Purchase Volume 140,435,301 WP/LUG-Related Mcf Col (b), Ln 13 2 Less: Total Sales Volume 137,062,547 WP/LUG-Related Mcf Col (f), Ln 13 3 Less: Company Use Volume 57,691 WP/LUG-Related Mcf Col (g), Ln 13 4 LUG Volume 3,315,062 Line 1 minus Lines 2 and 3 5 LUG Percent 2.36%Line 4 divided by Line 1 LOST AND UNACCOUNTED FOR GAS ("LUG") CALCULATION ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 258 Item 20. WORKPAPERS 259 Item 20. WP/Billed Gas Cost Line No.Month-Yr Volume Amount Volume Amount Volume Amount Volume Amount (a)(b) (c) (d)(e)(f)(g)(h)(i) 1 Jul-23 2,119,520 4,887,026 2,739,194 6,231,533 175,543 435,224 5,034,257 11,553,783.93$ 2 Aug-23 1,849,985 5,595,162 2,414,550 7,173,151 239,823 697,207 4,504,358 13,465,520.15 3 Sep-23 1,808,516 5,412,610 2,613,104 7,742,521 (1,416)649,661 4,420,204 13,804,792.29 4 Oct-23 2,155,458 5,411,767 2,803,650 7,168,499 221,723 668,318 5,180,831 13,248,584.90 5 Nov-23 5,475,294 15,040,772 3,951,703 10,861,025 273,981 1,674 9,700,978 25,903,471.33 6 Dec-23 9,883,815 32,067,214 5,326,550 17,094,671 570,241 892,434 15,780,606 50,054,318.54 7 Jan-24 19,546,972 58,640,592 9,349,252 28,226,513 382,049 1,212,558 29,278,274 88,079,662.32 8 Feb-24 17,139,974 54,750,787 9,347,804 29,585,971 542,485 2,267,862 27,030,263 86,604,620.14 9 Mar-24 7,617,730 22,062,025 5,765,584 16,991,233 327,797 1,043,732 13,711,111 40,096,989.76 10 Apr-24 5,049,840 8,744,437 4,394,622 7,989,854 351,571 1,024,816 9,796,033 17,759,106.80 11 May-24 3,075,926 5,018,590 3,473,433 5,721,561 290,015 504,835 6,839,374 11,244,986.13 12 Jun-24 2,487,813 4,083,506 3,025,611 5,011,983 254,556 417,930 5,767,980 9,513,418.52 13 Grand Total 78,210,843.23 221,714,488.77 55,205,057.89 149,798,516.30 3,628,368.00 9,816,249.74 137,044,269.12 381,329,254.81$ Total Billed ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 GAS COST BILLED - BY MONTH Rate IRate R Rate C 260 Item 20. WP/LUG-Related Mcf Line No.Month-Yr Net Purchase Mcf Rate R (Mcf) Rate C (Mcf) Industrial (Mcf) Total (Mcf) Company Use (Mcf) (a)(b)(c)(d)(e)(f)=(c)+(d)+(e)(g) 1 July-23 4,505,713 2,119,520 2,739,194 197,890 5,056,604 (3,656) 2 August-23 4,364,010 1,849,985 2,414,550 237,001 4,501,536 (3,925) 3 September-23 4,389,391 1,808,516 2,613,104 414 4,422,034 (775) 4 October-23 7,623,330 2,155,458 2,803,650 220,817 5,179,925 (7,279) 5 November-23 13,346,371 5,475,294 3,951,703 273,071 9,700,068 (5,233) 6 December-23 20,619,893 9,883,815 5,326,550 568,909 15,779,274 (3,408) 7 January-24 38,960,041 19,546,972 9,349,252 382,403 29,278,628 (1,338) 8 February-24 16,562,037 17,139,974 9,347,804 542,617 27,030,395 (12,496) 9 March-24 11,263,400 7,617,730 5,765,584 328,256 13,711,570 (6,191) 10 April-24 7,545,082 5,049,840 4,394,622 351,462 9,795,924 (4,269) 11 May-24 6,071,234 3,075,926 3,473,433 289,260 6,838,619 (4,891) 12 June-24 5,184,801 2,487,813 3,025,611 254,546 5,767,970 (4,232) 13 Total 140,435,301 78,210,843 55,205,058 3,646,646 137,062,547 (57,691) Billed Volumes/Quantities ATMOS ENERGY CORP., MID-TEX DIVISION ANNUAL GAS COST RECONCILIATION FILING FOR THE PERIOD ENDED JUNE 30, 2024 LUG-RELATED VOLUMES/QUANTITIES - BY MONTH 261 Item 20.