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12/17/2024-PZ-Agenda Packet-Regular
PLANNING & ZONING COMMISSION MEETING AGENDA DECEMBER 17, 2024, 6:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Commission 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 Commission with regard to matters on the agenda will be received at the time the item is considered. The Commission is not allowed to converse, deliberate or take action on any matter presented during citizen input. CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Commissioner to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 1. Consideration and possible action of the minutes from November 11, 2024 meeting. PUBLIC HEARING ITEMS 2. Conduct a public hearing on a request for a replat of lots 1A-8A, Blk. A of the Marion Point Acres, within the City of Sanger. Generally located on the east side of Marion Road, and approximately 1,161 feet north of FM 455 West. 3. Conduct a public hearing regarding a zoning change from A (Agricultural) to PD (Planned Development) for approximately 202.69 acres, land described A0029A R. BEEBE, TR 107, OLD DCAD SHT 3, TR 10, within the City of Sanger, and generally located South of Lois Road and approximately 1,19 feet west of Marion Road. ACTION ITEMS 4. Consideration and possible action on a request for a replat of lots 1A-8A, Blk. A of the Marion Point Acres, within the City of Sanger. Generally located on the east side of Marion Road, and approximately 1,161 feet north of FM 455 West. 1 5. Consideration and possible action on a zoning change from A (Agricultural) to PD (Planned Development) for approximately 202.69 acres, land described A0029A R. BEEBE, TR 107, OLD DCAD SHT 3, TR 10, within the City of Sanger, and generally located South of Lois Road and approximately 1,19 feet west of Marion Road. 6. Consideration and possible action on the Final Plat of Oasis at Sanger Addition, being approximately 4.135 acres of land described as A0029A R. BEEBE, OLD DCAD SHT 2, TR 5, within the City of Sanger, generally located north of McReynolds Road, and approximately 790 feet east of Lake Ridge Drive. 7. Consideration and possible action on the Preliminary Plat of Sanger Town Center, being approximately 24.13 acres of land described as A0029A R. BEEBE, TR 64B, within the City of Sanger, generally located south of FM 455 west and west of Indian Lane. 8. Consideration and possible action on the Minor Plat of Mejia Ranch, being approximately 5.143 acres of land described as A0801A WM MASON, TR 28, 5.0 ACRES, within the limits of City of Sanger, generally located North of Lois Road W, and approximately 720.55 feet west of Stemmons Frwy. 9. Consideration and possible action on the Preliminary Plat of Lake Ridge Estates Phase 4, being approximately 43.821 acres of land described as RSUEBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, and generally located north of McReynolds Road and east of Indian Lane. FUTURE AGENDA ITEMS The purpose of this item is to allow the Chairman and Commissioners to bring forward items they wish to discuss at a future meeting, A Commissioner 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 Commission or at the call of the Chairman. INFORMATIONAL ITEMS ADJOURN NOTE: The Commission 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 2 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 December 11, 2024, at 10:00 AM. /s/ Stefani Dodson Stefani Dodson, Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 3 PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Stefani Dodson, Planning Technician AGENDA ITEM: Consideration and possible action of the minutes from November 11, 2024 meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Minutes from November 11, 2024 4 Item 1. Planning and Zoning Minutes 11/11/2024 Page 1 of 4 PLANNING & ZONING COMMISSION MEETING MINUTES NOVEMBER 11, 2024, 6:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM There being a quorum Commissioner Miller called the Planning and Zoning meeting to order at 7:00 P.M BOARD MEMBERS PRESENT: Commissioner, Place 1 Shane Stone Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Timothy Skaggs Commissioner, Place 5 Jacob Gastelum Commissioner, Place 6 Jason Miller Commissioner, Place 7 Lisa Freeman BOARD MEMBERS ABSENT: Commissioner, Place 2 Kristin Edwards STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds, Planning Technician Stefani Dodson, and Secretary Shelley Warner INVOCATION AND PLEDGE Pledge was led by Commissioner Turner. CITIZENS COMMENTS No citizens came forward. 5 Item 1. Planning and Zoning Minutes 11/11/2024 Page 2 of 4 CONSENT AGENDA 1. Consideration and possible action of the minutes from September 9, 2024 meeting. 2. Consideration and possible action of the minutes from October 28, 2024 meeting. Commissioner Miller makes a motion to approve the consent agenda. Commissioner Gastelum seconded the motion. Voting Yea: Commissioner Stone, Commissioner Turner, Commissioner Freeman and Commissioner Skaggs. The motion passes unanimously. PUBLIC HEARING ITEMS 3. Conduct a public hearing on an amendment to Ordinance No. 05-06-18 to amend the setbacks on the 60-foot lots, land described A0029A R. BEEBE, TR 58 & 59, 22.85 ACRES, OLD DCAD SHT 2, TR 6, A0029A R. BEEBE, TR 57, 14.16 ACRES, OLD DCAD SHT 2, TR 5, within the City of Sanger, and generally located North of McReynolds Road and East of Indian Lane. Commissioner Miller read the Public Hearing item at 7:01 P.M. Planning Technician Stefani Dodson presented the item. 55 notices were mailed with 0 responses returned. Director Hammonds made additional comments. The applicant was present. Commissioner Miller closed the Public Hearing item at 7:04 P.M. ACTION ITEMS 4. Consideration and possible action on an amendment to Ordinance No. 05-06-18 to amend the setbacks on the 60-foot lots, land described A0029A R. BEEBE, TR 58 & 59, 22.85 ACRES, OLD DCAD SHT 2, TR 6, A0029A R. BEEBE, TR 57, 14.16 ACRES, OLD 1 DCAD SHT 2, TR 5, within the City of Sanger, and generally located North of McReynolds Road and East of Indian Lane. Commissioner Miller read the Action item at 7:04 P.M. Planning Technician Stefani Dodson presented the item. Director Hammonds responded with additional points. Staff recommends approval. Commissioner Turner, Commissioner Skaggs and Commissioner Miller asked questions. 6 Item 1. Planning and Zoning Minutes 11/11/2024 Page 3 of 4 The applicant, Casey McGinnis was present to respond to questions. Commissioner Miller makes a motion to approve the amendment to Ordinance No. 05-06-18 to reduce the setbacks on the 60-foot lots to Front – 20 feet, Back – 15 foot, Side yard – 5, Corner lot side yard – 15 foot. Commissioner Stone seconded the motion. Voting Yea: Commissioner Turner, Commissioner Gastelum, Commissioner Freeman, and Commissioner Skaggs. Voting Nay: Commissioner Skaggs The motion passes with a 5-1 vote. Commissioner Miller closed the Action item at 7:14 P.M. 5. Consideration and possible action on electing officers for the Planning and Zoning Board. Commissioner Miller read the Action item at 7:15 P.M. Commissioner Stone nominated Commissioner Miller to be appointed as Chair. Commissioner Gastelum seconded the motion. Voting Yea: Commissioner Turner, Commissioner Stone, Commissioner Freeman, and Commissioner Skaggs. The motion passes unanimously. Commissioner Miller nominated Commissioner Stone to be appointed as Vice Chair. Commissioner Gastelum seconded the motion. Voting Yea: Commissioner Turner, Commissioner Stone, Commissioner Freeman, and Commissioner Skaggs. The motion passes unanimously. Commissioner Miller closed the Action item at 7:17 P.M. FUTURE AGENDA ITEMS No items were discussed. 7 Item 1. Planning and Zoning Minutes 11/11/2024 Page 4 of 4 INFORMATIONAL ITEMS Director Hammonds requested that all board members respond to emails received from staff. ADJOURN There being no further items Commissioner Miller adjourns the meeting at 7:19 P.M. 8 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for a replat of lots 1A-8A, Blk. A of the Marion Point Acres, within the City of Sanger. Generally located on the east side of Marion Road, and approximately 1,161 feet north of FM 455 West. SUMMARY: The applicant is proposing to create 30 residential lots and 1 open space lot of 19.51 acres. The site is zoned Residential 1 (R-1). The site is currently platted with 8 residential lots. There was a right-of-way dedication of 2.42 acres. Staff mailed out 30 notices and at the time of this report has not received any responses. The property is located in the City of Sanger. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 9 Item 2. 1003997 1004009 1004001 1004072 1003986 1004137 1004158 100409810041111004123 1004071 1004061 678835 258052 732335 675565 658073 732336 675575 238324 732351 678869 732353 675545 675527 238345 658072658070678805675556 257386238348 258016238354 251768 732369 732332 732366 732339 732361 238321 732334 732362 732363 672759 238335 238338 672758 257375 699048 238332 257371238308 1003330 732338 732342 238327 732365 238341238339 678847 732355678857 1004161 266024 732367 672757 1003329 732340 732344 732337 732341 254194 258053 658071 1003981 1004148 732357 732331 732364 732330 732368 732343 75838 732359 648069 678861 258044 675599 675538 675559 675534678814 678876 678821 744595 678833 297185 258069678863 201512 675548 672777 658074 675605 675551 672763 258031 258043 658077 258039678812 672792675584 678872 258046 658076 750742 678874 653335 60102 733554733555 678878 675592 336691 675540 658075 255194 672764672787 672789 529147 675586 529145 331061 686295 675583 255193 675585 529146 675602 1004084 1004025 1003967 1003992 1003943 10039571003964 1004055 1004039 1003950 1003973 10040111004043 1003929 1004045 1004024 1004054 1004083 10040271003934 1004085 1008019 244842 60002 678845 678838 254193 678841 678885 678853 678844 678825 678881 732346 732345 196338 732350 59948 167607 991024 732348 732347 1003331 1017129 732349 59968 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 11/14/2024, 4:55:46 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. 10 Item 2. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing regarding a zoning change from A (Agricultural) to PD (Planned Development) for approximately 202.69 acres, land described A0029A R. BEEBE, TR 107, OLD DCAD SHT 3, TR 10, within the City of Sanger, and generally located South of Lois Road and approximately 1,19 feet west of Marion Road. SUMMARY: The applicant is proposing to create 841 single-family lot 1 unplatted tract, an amenity center, and approximately 27.7 acres of open space. This site is generally located on the south side of Lois Road and approximately 1,219 feet west of Marion Road. The applicant is wanting a Planned Development with 217 lots at 60 x120 and lot sizes with a minimum of 7,200 square feet lots. The applicant is wanting a Planned Development with 624 lots at 50 x120 and lot sizes with a minimum of 6,000 square feet lots. The applicant is proposing to build homes that range from 1,000 square feet to 2,000 square feet. The property is located in the City of Sanger. The applicant is proposing 25% of the homes to be 1,000- 1,499 sq. ft., 50% of the homes to be sq. ft. 1,500- 1,999, and 25% of the homes to be 2,000 sq. ft. or above. Staff mailed out 37 public hearing notices to owners of properties within 200 feet of the subject property and as of this meeting have received no responses. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 11 Item 3. 1004000 1008437 1004127 266024 732346 98245 732347 732367251768 732349 1003329 185205 732332 732336 732364 60111 732339 732340 732344 683775 732329 732338 732337 185207 60251 8026360156 75838 60190 98248 60262 185204 59232 60173 1003328 80396 145868 80395 718747 122741 718746 145872 683774 683777 60201 98229 60140 60205 98234 60164 694122 629318 241731 98292 185206 60223 634265 6012698216 60211 60180 1017144 1017143 60264 60260 1003942 1009879 1008019 1009872 60228 1017145 60234 73160 959225 959228 210367 132470 60288 238300 59211 249226 135294 23830180266 167637 59829 60257 970262 167636 133045 979312 499089 60283 60266 244842 84570 77811 84572 84571 5632856311 56254 81745 56265 731669 59797 729588 59773 959406 959407 59787 960033 959234 59790 707928 1016140 55669759794 556696 167631 978477 978476 59760 241795 59252 59165 654093 654097 654096 654092 59140 654094 654095 59200 745034 59195 199018 466324 59150 148487 59160 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 10/24/2024, 8:24:32 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 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. 12 Item 3. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a request for a replat of lots 1A-8A, Blk. A of the Marion Point Acres, within the City of Sanger. Generally located on the east side of Marion Road, and approximately 1,161 feet north of FM 455 West. SUMMARY: The applicant is proposing to create 30 residential lots and 1 open space lot of 19.51 acres. The site is zoned Residential 1 (R-1). The site is currently platted with 8 residential lots. There was a right-of-way dedication of 2.42 acres. Staff mailed out 30 notices and at the time of this report has not received any responses. The property is located in the City of Sanger. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council Approval. ATTACHMENTS: Location Map Replat Application Letter of Intent Planning Comments Engineering Comments Engineering Civil Comments 13 Item 4. 1003997 1004009 1004001 1004072 1003986 1004137 1004158 100409810041111004123 1004071 1004061 678835 258052 732335 675565 658073 732336 675575 238324 732351 678869 732353 675545 675527 238345 658072658070678805675556 257386238348 258016238354 251768 732369 732332 732366 732339 732361 238321 732334 732362 732363 672759 238335 238338 672758 257375 699048 238332 257371238308 1003330 732338 732342 238327 732365 238341238339 678847 732355678857 1004161 266024 732367 672757 1003329 732340 732344 732337 732341 254194 258053 658071 1003981 1004148 732357 732331 732364 732330 732368 732343 75838 732359 648069 678861 258044 675599 675538 675559 675534678814 678876 678821 744595 678833 297185 258069678863 201512 675548 672777 658074 675605 675551 672763 258031 258043 658077 258039678812 672792675584 678872 258046 658076 750742 678874 653335 60102 733554733555 678878 675592 336691 675540 658075 255194 672764672787 672789 529147 675586 529145 331061 686295 675583 255193 675585 529146 675602 1004084 1004025 1003967 1003992 1003943 10039571003964 1004055 1004039 1003950 1003973 10040111004043 1003929 1004045 1004024 1004054 1004083 10040271003934 1004085 1008019 244842 60002 678845 678838 254193 678841 678885 678853 678844 678825 678881 732346 732345 196338 732350 59948 167607 991024 732348 732347 1003331 1017129 732349 59968 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 11/14/2024, 4:55:46 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. 14 Item 4. 15 Item 4. 16 Item 4. 17 Item 4. Phone: 972-906-9985 P.O. Box 294527, Lewisville, Texas, 75029 Fax: 972-906-9987 M E M O R A N D U M TO: City of Sanger FROM: Steven R. Homeyer, P.E. DATE: November 4, 2024 SUBJECT: Windhaven Estates Re-Plat Submittal Homeyer Engineering, Inc. is submitting this re-plat for Windhaven Estates located on Marion Road south of Sanger Circle Estates. The proposed development consists of thirty (30) residential lots on 19.51 acres. The proposed development is being developed in accordance with the current zoning. Existing water is available in the Marion Road right-of-way and existing sewer is located off-site via an existing lift station. On-site detention will be provided for this project as well as the existing Sanger Circle Estates. If you have any questions regarding this submittal, please feel free to contact me at shomeyer@hei.us.com or 972-906-9985 18 Item 4. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 11/04/24 1st REVIEW COMMENTS – Replat Plat (Windhaven Estates) The request is for a Preliminary Plat of Windhaven Estates containing 31 lots, being approximately 19.51 acres on land described as REUBEN BEBEE SURVEY, ABSTRACT NO. 29. prepared by Eagle Surveying, LLC, submitted on 11/04/24. 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. Missing most of the required “Standard Notation” that is on the application checklist. 2. Above Title Block it still says “Preliminary Plat” 3. Lots 4 and 5 have a dotted line is that suppose to be a drainage easement? 4. Under Certificate of Surveyor, it says “Preliminary Plat” and County of Tarrant. Informational Comments 1. The property is within the Sanger ETJ. 2. The Final Pat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, December 17, 2024, and the City Council meeting on Monday, January 6, 2025. 19 Item 4. November 19, 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: Windhaven Estates Re-Plat Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the re-plat for Windhaven Estates. The submittal was prepared by Homeyer Engineering, Inc. and was received on November 4th, 2024. 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 note additional comments may be provided in subsequent reviews once additional data/responses is received. Hydrology and Hydraulics 1. Please provide drainage report hydrographs and summary tables referenced in drainage report. 2. Please provide detention pond, storm sewer, culvert, street/alley capacity, open channel, and inlet calculations demonstrating Sanger drainage criteria are met. §10.106(d)(4-10) 3. Please provide documentation that the existing pond is not considered Waters of the US. a. Please note that environmental assessment will be required prior to draining existing pond. 4. Please account for northern offsite flows in the detention pond size calculations. See pg. 11 of plans. a. The Q100 entering the proposed detention pond (554 cfs) also does not appear to be equivalent to the total flow calculated in the existing drainage area calculations (271 cfs). Please provide additional calculations for the unaccounted for offsite 280 cfs. 5. Please provide drainage calculations in proposed drainage area map similar to existing drainage area map. §10.106(d)(2)(D). See pg. 11 of plans. 6. Runoff computations shall be based on fully developed watershed conditions. Please provide evidence that fully developed conditions were utilized in upstream offsite area when calculating proposed discharges §10.106(d)(2)(C) 20 Item 4. Ms. Ramie Hammonds November 19, 2024 Page 2 of 2 7. Please revise single family run off coefficients to 0.55 per the Sanger Drainage criteria. §10.106(d)(2)(D)(i) 8. Please provide the cross section station for the referenced cross section on sheet C8 . See pg. 11 of plans. 9. Please provide finished-floor elevations of all structures §10.106(d)(4)(C) 10. Please provide an explanation of how the 2 feet of sediment storage is accounted for in the detention pond calculations. §10.106(d)(10)(A) 11. Please label location of emergency overflow on detention pond 12. Please provide bottom slope of detention pond §10.106(d)(10)(C) 13. If detention pond fills up to 687’, which is the current design, a portion of Lot 23 and Lot 22 will be used for that detention. Please revise or clarify that this is intentional. See pg. 9 of plans. 14. Please clarify which regulation is intended to be met with the placement of easement in center of detention pond. This may not be necessary. See pg. 9 of plans. 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 Randy Peterman, PE, CFM, ENV SP 21 Item 4. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com November 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: Windhaven Estates Preliminary Civil Construction Plans - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Civil Construction Plans for the Windhaven Estates. This submittal was prepared by Homeyer Engineering, Inc and was received on November 4th, 2024. 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 note additional comments may be provided in subsequent reviews once additional data/responses is received. Drainage Calculation Comments 1. Provide drainage area runoff calculations for proposed drainage Storm Drain Profile Comments 1. Provide Inlet calculations for proposed storm drain systems 2. Provide hydraulic calculations for proposed storm drain systems 3. Provide plan and profile sheets for proposed storm drain systems showing hydraulic grade lines and flows in pipe segments to ensure minimum and maximum velocities are met. Grading 1. Ensure surface runoff from residential lots does not cross more than one additional lot before being directed toward a street or dedicated drainage system per ordinance 10.106(d)(12)(A) 2. Verify that all first-floor elevations are set at a minimum of 1ft above the top of the street curb elevation per ordinance 10.106(d)(4)(C) Water Line 1. Ensure the spacing between fire hydrants does not exceed the maximum 500ft per City of Sanger ordinance 5.701(b) 22 Item 4. Ms. Ramie Hammonds November 18, 2023 Page 2 of 2 2. Ensure that 18' minimum segment of water line at crossing with proposed sanitary sewer is perpendicular to and centered on sewer pipe. Verify that segment is either constructed of ductile iron/steel or encased in cement stabilized sand embedment to comply with TCEQ requirements. Sanitary Sewer 1. Ensure that maximum sanitary sewer manhole spacing of 500ft per ordinance 10.106(f)(1)(A)(iii) is met in all proposed sanitary sewer lines. Illumination 1. Street lighting shall be provided for very light traffic in residential areas and lighting fixtures shall in no case exceed 400ft per ordinance 10.106(h) If you have any questions or need additional information, please do not hesitate to call me at (214) 764-7498. Sincerely, Samson Lotigo, PE HALFF Firm No. 0312 Attachments: Preliminary Civil Construction Plans markups 23 Item 4. 24 Item 4. 20'-0" label easement label visibility easement label visibility easement Easements shall not be less than 15 ft in width 25 Item 4. 26 Item 4. 27 Item 4. Verify if this is a sewer or drainage easement as called by plat 515.73 ft Spacing between fire hydrants shall not exceed a maximum of 500 feet along fire apparatus access roadways/fire lane per chapter 5.701 of City of Sanger Ordinances Street lighting shall be provided for very light traffic in residential areas and lighting fixtures shall in no case exceed 400ft 28 Item 4. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOTLOT W W W W W W W W W W W W W W W W W W W W W W W W W W TC:702.17 G:701.67 TC:701.36 G:700.86 TC:701.54 G:701.04 TC:701.15 G:700.65 TC:700.50 G:700.00 TC:700.69 G:700.19 TC:701.36 G:700.86 TC:700.25 G:699.75 TC:698.79 G:698.29 TC:696.44 G:695.94 TC:695.50 G:695.00 TC:693.49 G:692.99 TC:693.50 G:693.00 TC:693.16 G:692.66 TC:693.73 G:693.23 TC:691.83 G:691.33 TC:691.87 G:691.37 TC:690.69 G:690.19 TC:690.65 G:690.15 TC:688.92 G:688.42 TC:688.87 G:688.37 TC:688.02 G:687.52 TC:687.50 G:687.00 TC:687.50 G:687.00 TC:687.72 G:687.22 FG:694.24 FG:692.12 FG:690.52 FG:689.29 FG:689.23FG:690.49 FG:697.64 TC:688.36 G:687.86 TC:688.79 G:688.29 TC:689.50 G:689.00 TC:689.85 G:689.35 TC:690.21 G:689.71 FG:688.95 FG:690.30 FG:690.59 FG:689.28 LILLY LANE MA R I O N R O A D FG:686.70 FG:686.70 FG:685.00 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S CO N T I N U E G R A D I N G P L A N S H E E T C4 LI L L Y L A N E P L A N AN D P R O F I L E C3 CO N T I N U E G R A D I N G P L A N S H E E T C4 CL A I R E CO U R T PROPOSED 8" SEWER MAIN PROPOSED 8" WATER MAIN 2 - PROPOSED 5'X4' BOX CULVERTS DESIGN SPEED=30MPH V SCALE=4' H SCALE=40' 29 Item 4. LOT TC:690.21 G:689.71 TC:690.89 G:690.39 TC:691.56 G:691.06 TC:692.61 G:692.11 TC:693.77 G:693.27 TC:693.63 G:693.13 TC:693.83 G:693.33 TC:693.56 G:693.06 TC:693.70 G:693.20 TC:693.50 G:693.00 TC:692.89 G:692.39 TC:692.76 G:692.26 TC:693.03 G:692.53 FG:690.30 FG:691.64 FG:690.59 FG:693.97 FG:693.30 FG:685.00 /////////LO T LO T 28 ///////// TC:696.44 G:695.94 TC:695.50 G:695.00 TC:693.49 G:692.99 TC:693.50 G:693.00 TC:692.70 G:692.20 TC:692.50 G:692.00 TC:691.76 G:691.26 TC:691.02 G:690.52 TC:691.02 G:690.52 TC:691.83 G:691.33 TC:692.04 G:691.54 TC:692.70 G:692.20 TC:693.16 G:692.66 TC:693.73 G:693.23 FG:694.24 FG:692.41 FG:691.98 FG:691.58 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S CO N T I N U E G R A D I N G P L A N S H E E T C3 CO N T I N U E G R A D I N G P L A N S H E E T C3 LILLY LANE CLAIRE COURT LI L L Y L A N E A N D CL A I R E C O U R T PL A N A N D P R O F I L E C4 00 40 80 TA Y L O R TR A I L 2 - PROPOSED 5'X4' BOX CULVERTS DESIGN SPEED=30MPH V SCALE=4' H SCALE=40' DESIGN SPEED=30MPH V SCALE=4' H SCALE=40' 30 Item 4. 13 LO T 18 LO T 19 TC:693.77 G:693.27 TC:693.63 G:693.13 TC:693.83 G:693.33 TC:693.56 G:693.06 TC:693.70 G:693.20 TC:693.50 G:693.00 TC:692.89 G:692.39 TC:692.76 G:692.26 TC:693.03 G:692.53 TC:692.35 G:691.85 TC:692.15 G:691.65 TC:692.23 G:691.73 TC:692.09 G:691.59 TC:691.50 G:691.00 TC:691.50 G:691.00 FG:693.97 FG:693.54 FG:693.30 FG:692.65 FG:692.00 FG:692.10 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S TAYLOR TRAIL TA Y L O R T R A I L P L A N AN D P R O F I L E C5 DESIGN SPEED=30MPH V SCALE=4' H SCALE=40' 31 Item 4. Lot 23 Lot 22 Lot 20 Lot 21 // / // / // / // / // / // / // / //////////////////////////////////////////////////////////////////////////////////// // / // / // / // / // / // / // / LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 EX.10' MUTUAL ACCESS EASEMENT EX . 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31X Lot 23 Lot 22 Lot 20 Lot 21 // / // / // / // / // / // / // / //////////////////////////////////////////////////////////////////////////////////// // / // / // / // / // / // / // / LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 EX.10' MUTUAL ACCESS EASEMENT EX . 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W TC:702.17 G:701.67 TC:701.36 G:700.86 TC:701.54 G:701.04 TC:701.15 G:700.65 TC:700.50 G:700.00 TC:700.69 G:700.19 TC:701.36 G:700.86 TC:700.25 G:699.75 TC:698.79 G:698.29 TC:696.44 G:695.94 TC:695.50 G:695.00 TC:693.49 G:692.99 TC:693.50 G:693.00 TC:692.70 G:692.20 TC:692.50 G:692.00 TC:691.76 G:691.26 TC:691.02 G:690.52 TC:691.02 G:690.52 TC:691.83 G:691.33 TC:692.04 G:691.54 TC:692.70 G:692.20 TC:693.16 G:692.66 TC:693.73 G:693.23 TC:691.83 G:691.33 TC:691.87 G:691.37 TC:690.69 G:690.19 TC:690.65 G:690.15 TC:688.92 G:688.42 TC:688.87 G:688.37 TC:688.02 G:687.52 TC:687.50 G:687.00 TC:687.50 G:687.00 TC:687.72 G:687.22 FG:694.24 FG:692.12 FG:690.52 FG:689.29 FG:689.23FG:690.49 FG:692.41 FG:691.98 FG:691.58 FG:697.64 LILLY LANE MA R I O N R O A D FG:686.70 FG:686.70 FG:685.00 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S CO N T I N U E G R A D I N G P L A N S H E E T C7 CL A I R E C O U R T GR A D I N G P L A N WE S T C6 FL:683.00 FL:682.5 2 - 36" CMP CULVERTS 2 - 18" CMP CULVERTS See H&H Comment #13 - It looks like if detention pond fills up to 687’, which is the current design, that a portion of Lot 23 and Lot 22 will be used for that detention? Is this correct? Please revise or clarify. See H&H Comment #14 - Why was easement provided in center of detention pond? Unclear which regulation this is intended to meet. May not be necessary. Surface runoff from residential lots shall cross no more than one additional lot before being directed toward the street or a dedicated drainage system. Redirect flow to either street or drainage easement using a side lot swale Verify that all first floor elevations are set at a minimum of one foot above the top of the street curb elevation 32 Item 4. W W W W W W W 08 May 2018 2018-207 P. R. Sanger Estates Lot 19 Lot 18 Lot 17 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 9 08 May 2018 2018-207 P. R. Sanger Estates Lot 19 Lot 18 Lot 17 TC:688.36 G:687.86 TC:688.79 G:688.29 TC:689.50 G:689.00 TC:689.85 G:689.35 TC:690.21 G:689.71 TC:690.89 G:690.39 TC:691.56 G:691.06 TC:692.61 G:692.11 TC:693.77 G:693.27 TC:693.63 G:693.13 TC:693.83 G:693.33 TC:693.56 G:693.06 TC:693.70 G:693.20 TC:693.50 G:693.00 TC:692.89 G:692.39 TC:692.76 G:692.26 TC:693.03 G:692.53 TC:692.35 G:691.85 TC:692.15 G:691.65 TC:692.23 G:691.73 TC:692.09 G:691.59 TC:691.50 G:691.00 TC:691.50 G:691.00 FG:688.95 FG:690.30 FG:691.64 FG:690.59FG:689.28 FG:693.97 FG:693.54 FG:693.30 FG:692.65 FG:692.00 FG:692.10 FG:685.00 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S CO N T I N U E G R A D I N G P L A N S H E E T C6 TA Y L O R T R A I L LILLY LANE GR A D I N G P L A N EA S T C7 33 Item 4. DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S EX I S T I N G D R A I N A G E AR E A M A P C8 00 120 240 See H&H Comment #4 - Existing Drainage Area map does not appear to account for offsite flows coming from north of site. If additional drainage area north of site drains to site, this will affect detention pond sizing. Please revise. See H&H comment #4, The Q100 entering your detention pond (554 cfs) also does not appear to be equivalent to the total flow you’ve calculated in your existing drainage area calculations (271 cfs). Is there 280 cfs offsite for which calculations need to be provided? See H&H Comment #5 -Please provide drainage calculations in proposed drainage area map similar to existing drainage area map. See H&H Comment #8 - where does this XS refer to? which channel and which portion of the channel? 34 Item 4. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// // / /// /// /// // / /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DESCRIBED IN A DEED TO LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD EX.10' MUTUAL ACCESS EASEMENT EX.30' DRAINAGE EASEMENT EX . 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T VARIABLE WIDTH DRAINAGE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 9 LOT 31X 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// // / /// /// /// // / /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// DESCRIBED IN A DEED TO LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD EX.10' MUTUAL ACCESS EASEMENT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LILLY LANE CL A I R E CO U R T TA Y L O R T R A I L PR O P O S E D DR A I N A G E A R E A MA P C9 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S Please provide drainage area calculations for the proposed areas 35 Item 4. //////////////////////////////////////////////////////////////////////// // / // / // / // / // / // / // / // / // / // / LOT 31X DE T E N T I O N PL A N C10 00 10 20 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S PROPOSED OUTFALL STRUCTURE 2 - 51 LF OF 18" CMP @ 1.0% 2 - 51 LF OF 36" CMP @1.0% INV ELEV: 683.00 INV ELEV: 682.5 TOP OF POND: 688.00 UPSTREAM INVERT: 683.00 UPSTREAM INVERT: 682.50 1.5' 1.5' CONCRETE RIP RAPCONCRETE RIP RAP TOP OF POND: 688.00 2 - 51 LF OF 18" CMP @ 1.0% 2 - 51 LF OF 36" CMP @ 1.0% ELEV: 686.00 ELEV: 684.5 2 YR WSEL = 685.43 5 YR WSEL = 685.81 10 YR WSEL = 686.11 25 YR WSEL = 686.46 50 YR WSEL = 686.72 100 YR WSEL 686.98 GROUTED ROCK RIP RAP 100 YR WSEL 686.98 2 YR WSEL = 685.43 5 YR WSEL = 685.81 10 YR WSEL = 686.11 25 YR WSEL = 686.46 100 YR WSEL 686.98 50 YR WSEL = 686.72 TOP OF POND 36" CMP 18" CMP 18" CMP 36" CMP 36 Item 4. W W W W W W WWWWWWWWWWWWWWWWWWWWWW 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 EX . 10 ' S A N I T A R Y S E W E R E A S E M E N T // / // / // / // / // / // / // / // / // / // / // / // / ///////////////////////////////////////////////////////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ///////////////////////////// / ////// // /////////////////////////////// /// A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD INST# 2004-37618 R.P.R.D.C.T. EX.10' MUTUAL ACCESS EASEMENT EX.30' DRAINAGE EASEMENT EX . 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T VARIABLE WIDTH DRAINAGE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 9 LOT 31X PR O P O S E D ST O R M P L A N C11 00 30 60 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S PROPOSED OUTFALL (REFER TO DETENTION PLAN FOR DETAIL) PROPOSED POND 100 YR WSEL 686.98 PROPOSED 24" RCP PIPE PROPOSED 5'X4' BOX CULVERT (REFER TO DRAINAGE PLAN FOR FLOWS AND PROFILE) PROPOSED 5'X4' BOX CULVERT (REFER TO DRAINAGE PLAN FOR FLOWS AND PROFILE) PROPOSED FLUME (REFER TO DETENTION PLAN FOR DETAIL) PROPOSED FLUME (REFER TO DETENTION PLAN FOR DETAIL) PROPOSED 24" RCP PIPE PROPOSED 10' CURB INLET PROPOSED 10' CURB INLET Provide Inlet Calculations, hydraulic calculations and storm drain plan and profiles for each storm system 37 Item 4. W W W W W W WWWWWWWWWWWWWWWWWWWWWW 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 EX . 10 ' S A N I T A R Y S E W E R E A S E M E N T // / // / // / // / // / // / // / // / // / // / // / // / ///////////////////////////////////////////////////////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ///////////////////////////// / ////// // /////////////////////////////// /// A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD INST# 2004-37618 R.P.R.D.C.T. EX.10' MUTUAL ACCESS EASEMENT EX.30' DRAINAGE EASEMENT EX . 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T VARIABLE WIDTH DRAINAGE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 W W W W W W W W W W W W W W W W WW W W W W LOT 9 LOT 31X 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD INST# 2004-37618 R.P.R.D.C.T. W W W W W W W W W W W W W W W W W W W W W W W W W LILLY LANE MA R I O N R O A D CL A I R E C O U R T TA Y L O R T R A I L 00 60 120 DATE: 10/07/2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S INSTALL 20'X50' CONSTRUCTION ENTRANCE INSTALL CONCRETE WASHOUT AREA INSTALL INLET PROTECTION PER DETAIL INSTALL INLET PROTECTION PER DETAIL INSTALL INLET PROTECTION PER DETAIL INSTALL 700 LF OF SILT FENCE PER DETAIL INSTALL 30 LF OF ROCK BERM INSTALL 30 LF OF ROCK BERM INSTALL 20 LF OF ROCK BERM ER O S I O N C O N T R O L PL A N C12 INSTALL 50 LF OF ROCK BERM INSTALL 50 LF OF ROCK BERM 38 Item 4. W W W W W W WWWWWWWWWWWWWWWWWWWWWW 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 // / // / ///////////////////////////////////////////////////////// // / // / // / A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. EX.10' MUTUAL ACCESS EASEMENT EX.30' DRAINAGE EASEMENT 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T VARIABLE WIDTH DRAINAGE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 W W W W W W W W W W W W W W W W WW W W W W LOT 9 LOT 31X 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. EX.10' MUTUAL ACCESS EASEMENT W W W W W W W W W W W W W W W W W W W W W W W W LILLY LANE CL A I R E C O U R T TA Y L O R T R A I L LILLY LANE WA T E R L I N E W - 2 WATERLINE W-1 WATERLINE W-1 MA R I O N R O A D 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S WA T E R P L A N OV E R A L L C13 39 Item 4. // / //////////////////////////////////// EX.30' DRAINAGE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 W W W W W W W W W W W W W W W W W W W W LOT 31X W W W W W W W W W W W W W W W W W W W W W W W W W W W W LILLY LANE CL A I R E C O U R T MA R I O N R O A D 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S WA T E R P L A N WE S T C14 40 Item 4. W 08 May 2018 2018-207 P. R. A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 W W W W W W W W W W W W W W W W W WW W W W LOT 9 08 May 2018 2018-207 P. R. A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. TA Y L O R T R A I L LILLY LANE 00 40 80 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S WA T E R P L A N EA S T C15 41 Item 4. W W W W W W WWWWWWWWWWWWWWWWWWWWWW 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 EX . 10 ' S A N I T A R Y S E W E R E A S E M E N T // / // / // / // / // / // / // / // / // / // / // / // / ///////////////////////////////////////////////////////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ///////////////////////////// / ////// // /////////////////////////////// /// A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD INST# 2004-37618 R.P.R.D.C.T. EX.10' MUTUAL ACCESS EASEMENT EX.30' DRAINAGE EASEMENT EX . 10 ' B O L I V A R W A T E R E A S E M E N T EX . V A R I A B L E W I D T H U T I L I T Y & D R A I N A G E E A S E M E N T VARIABLE WIDTH DRAINAGE EASEMENT VARIABLE WIDTH DRAINAGE EASEMENT EX . 8' P U B L I C U T I L I T Y E A S E M E N T EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 W W W W W W W W W W W W W W W W WW W W W W LOT 9 LOT 31X 08 May 2018 2018-207 P. R. Sanger Estates Lot 23 Lot 22 Lot 20 Lot 19 Lot 18 Lot 17 Lot 21 A TRACT OF LAND DESCRIBED IN A DEED TO DELORES S. BROWN, TRUSTEE INST# 2002-157064 R.P.R.D.C.T. LOT 5R1, BLOCK A N.L. HOBBS ADDITION INST# 2006-143053 P.R.D.C.T. LOT 5R2 A TRACT OF LAND DESCRIBED IN A DEED TO RONALD B. BEARD INST# 2004-37618 R.P.R.D.C.T. EX.10' MUTUAL ACCESS EASEMENT W W W W W W W W W W W W W W W W W W W W W W W W W 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S CL A I R E C O U R T TA Y L O R T R A I L LILLY LANE EX LIFT STATION BTM=87.00 TOP=104.00 OV E R A L L SA N I T A R Y SE W E R P L A N C16 42 Item 4. WWW 08 M a y 2 0 1 8 2 0 1 8 - 2 0 7 P . R . L o t 2 0 EX.10' SANITARY SEWER EASEMENT // / // / // / // / // / /// /// /// /// /// ///////////////////////////////// // / // / // / // / // / // / // / // / W W W W W W W W W LO T 7 LO T 8 LO T 22 LO T 23 LO T 24 W W W LO T 9 08 M a y 2 0 1 8 2 0 1 8 - 2 0 7 P . R . L o t 2 0 SE W E R L I N E A PL A N A N D PR O F I L E C17 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S PROPOSED GROUND EXISTING GROUND LI L L Y L A N E V SCALE=4' H SCALE=40' PROPOSED 8" WATER MAIN PROPERTY LINE Ensure that 18' min segment of water line is perpendicular to and centered on sewer pipe. Verify that segment is either constructed of ductile iron/steel or encased in cement stabilized sand embedment 43 Item 4. EX . 8' P U B L I C U T I L I T Y E A S E M E N T W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 WWWWWWWWW LOT 9 W W W W W W SE W E R L I N E B PL A N A N D PR O F I L E C18 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S PROPOSED GROUND EXISTING GROUND LILLY LANE MA R I O N R O A D V SCALE=4' H SCALE=40' Ensure that the maximum manhole spacing is 500 ft in all cases 44 Item 4. ////// // / // / VA R I A B L E W I D T H D R A I N A G E E A S E M E N T LO T 2 LO T 3 LO T 26 LO T 27 LO T 28 SE W E R L I N E B 1 PL A N A N D PR O F I L E C19 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S PROPOSED GROUND EXISTING GROUND CLAIR COURT LI L L Y L A N E V SCALE=4' H SCALE=40' 45 Item 4. LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 19 LOT 20 LOT 21 LOT 22LOT 23 LOT 9 SE W E R L I N E C PL A N A N D PR O F I L E C20 00 60 120 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S PROPOSED GROUND EXISTING GROUND TA Y L O R T R A I L LILLY LANE V SCALE=4' H SCALE=40' Ensure that the maximum manhole spacing is 500 ft in all cases 46 Item 4. PA V I N G D E T A I L S C21 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 47 Item 4. WA T E R D E T A I L S C22 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 48 Item 4. WA T E R D E T A I L S C23 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 49 Item 4. SA N I T A R Y SE W E R D E T A I L S C24 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 50 Item 4. SA N I T A R Y SE W E R D E T A I L S C25 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 51 Item 4. SA N I T A R Y SE W E R D E T A I L S C26 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S storm drain details 52 Item 4. ST O R M D R A I N DE T A I L S C27 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 53 Item 4. ER O S I O N C O N T R O L DE T A I L S C28 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 54 Item 4. MI S C E L L A N E O U S DE T A I L S C29 DATE: 10-05-2024 HEI #: 24-0702 SHEET NO: DRAWN: ATG HO M E Y E R EN G I N E E R I N G , I N C . TB P E L S F I R M R E G I S T R A T I O N N O . F - 8 4 4 0 P. O . B O X 2 9 4 5 2 7 ♦ LE W I S V I L L E ♦ T E X A S ♦ 7 5 0 2 9 97 2 - 9 0 6 - 9 9 8 5 P H O N E ♦ 9 7 2 - 9 0 6 - 9 9 8 7 F A X WW W . H E I . U S . C O M WI N D H A V E N E S T A T E S 19 . 5 0 A C R E S CI T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S 55 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a zoning change from A (Agricultural) to PD (Planned Development) for approximately 202.69 acres, land described A0029A R. BEEBE, TR 107, OLD DCAD SHT 3, TR 10, within the City of Sanger, and generally located South of Lois Road and approximately 1,19 feet west of Marion Road. SUMMARY: The applicant is proposing to create 841 single-family lot 1 unplatted tract, an amenity center, and approximately 27.7 acres of open space. This site is generally located on the south side of Lois Road and approximately 1,219 feet west of Marion Road. The applicant is wanting a Planned Development with 217 lots at 60 x120 and lot sizes with a minimum of 7,200 square feet lots. The applicant is wanting a Planned Development with 624 lots at 50 x120 and lot sizes with a minimum of 6,000 square feet lots. The applicant is proposing to build homes that range from 1,000 square feet to 2,000 square feet. The property is located in the City of Sanger. The applicant is proposing 25% of the homes to be 1,000- 1,499 sq. ft., 50% of the homes to be sq. ft. 1,500- 1,999, and 25% of the homes to be 2,000 sq. ft. or above. Staff mailed out 37 public hearing notices to owners of properties within 200 feet of the subject property and as of this meeting have received 1 response opposed. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Proposed PD Exhibit Application Letter of Intent Planning Comments Response Form- Opposed 56 Item 5. 1004000 1008437 1004127 266024 732346 98245 732347 732367251768 732349 1003329 185205 732332 732336 732364 60111 732339 732340 732344 683775 732329 732338 732337 185207 60251 8026360156 75838 60190 98248 60262 185204 59232 60173 1003328 80396 145868 80395 718747 122741 718746 145872 683774 683777 60201 98229 60140 60205 98234 60164 694122 629318 241731 98292 185206 60223 634265 6012698216 60211 60180 1017144 1017143 60264 60260 1003942 1009879 1008019 1009872 60228 1017145 60234 73160 959225 959228 210367 132470 60288 238300 59211 249226 135294 23830180266 167637 59829 60257 970262 167636 133045 979312 499089 60283 60266 244842 84570 77811 84572 84571 5632856311 56254 81745 56265 731669 59797 729588 59773 959406 959407 59787 960033 959234 59790 707928 1016140 55669759794 556696 167631 978477 978476 59760 241795 59252 59165 654093 654097 654096 654092 59140 654094 654095 59200 745034 59195 199018 466324 59150 148487 59160 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 10/24/2024, 8:24:32 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 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. 57 Item 5. Planned Development (PD) Requirements Lois Road Estates Master Planned Community – Sanger, TX November 7, 2024 Lois Road Estates Overview The purpose of this PD is to create specific standards that will guide the development of a distinct community that includes an elevated quality of life. Lois Road Estates will create a livable and unique community that promotes open space, outdoor living, and pedestrian mobility. Together these elements will provide future residents with a complete community that offers ample recreational opportunities. Lois Road Estates will improve the quality of living for our residents and the community while providing attainable housing in an ever-expanding market. Lois Road Estates meets the standards of the City of Sanger’s Zoning Code Section 16 - SF-8 Single Family Residential District in every capacity and retains Lois Road Estates proposed minimum lot width of 50’. The proposed 50’ lot width creates the opportunity to provided attainable housing for diverse buyers while still providing a minimum 1,400 square foot dwelling size. These elements combined with extensive open space and associated amenities will create a complete community that promotes an elevated quality of life for future residents. Open Space Dedications: Current City Standards: 1 acre per 50 units = 16.8 acres of open space required. Lois Road Estates: Providing 27.7 acres of open space, 164% of the required amount of open space based on the number of lots shown. Total Units: 784 60’x120’ Lots (217 Units/25.8%) PD Requirements Minimum lot area 7,200 SF Maximum building floor plate 3,300 SF Minimum estate unit size 2,200 SF All other lot regulations meet the City of Sanger’s single-family SF-8 residential zoning category. 50’x120’ Lots (624 Units/74.2%) PD Requirements Minimum lot area 6,000 SF Maximum building floor plate 2,550 SF Minimum garden unit size 1,000 – 1,499 SF Minimum homestead unit size 1,500 – 1,999 SF Rear yard setback 20 FT All other lot regulations meet the City of Sanger’s single-family SF-8 residential zoning category, except for impervious cover ratio due to 50’ wide lot. 58 Item 5. Unit Size Standards: Proposing 25% of the units to be 1,000 - 1,499 SF minimum home sizes Proposing 50% of the units to be 1,500 - 1,999 SF minimum home sizes Proposing 25% of the units to be 2,000 SF or above minimum home sizes All Units to exceed the SF-8’s 1,000 SF minimum unit size Notes: 1. All requirements not addressed in the PD will follow the SF-8 zoning requirements. 2. All buildings shall comply with the Exterior Facade Design Criteria Manual. 3. All development shall comply with the landscape ordinance. 4. All parks and open space shall be maintained by the HOA. 59 Item 5. SCALE 0’200’400’LOIS ROAD ESTATES | MASTER PLANNED COMMUNITY 11/7/2024 SANGER, TX NORTH Planned Development (PD) Requirements: LAND USE SCHEDULE (784 total units) 50’ x 120’ (624 Units | 74.2%) 60’ x 120’ (217 Units | 25.8%) Lois Road Estates Overview The purpose of this PD is to create specific standards that will guide the development of a distinct community that includes an elevated quality of life. Lois Road Estates will create a livable and unique community that promotes open space, outdoor living, and pedestrian mobility. Together these elements will provide future residents with a complete community that offers ample recreational opportunities. Lois Road Estates will improve the quality of living for our residents and the community while providing attainable housing in an ever-expanding market. Lois Road Estates meets the standards of the City of Sanger’s Zoning Code Section 16 - SF-8 Single Family Residential District in every capacity and retains Lois Road Estates proposed minimum lot width of 50’. The proposed 50’ lot width creates the opportunity to provided attainable housing for diverse buyers while still providing a minimum 1400 square foot dwelling size. These elements combined with extensive open space and associated amenities will create a complete community that promotes an elevated quality of life for future residents. Notes: 1. All requirements not addressed in the PD will follow the SF-8 zoning requirements. 2. All buildings shall comply with the Exterior Facade Design Criteria Manual. 3. All development shall comply with the landscape ordinance. 4. All parks and open space shall be maintained by the HOA. Neighborhood community amenities (programming to be determined) Playground, seating, and landscape Open Space Dedications: • Current City Standards: 1 acre per 50 units = 16.8 acres of open space required. • Lois Road Estates: Providing 27.7 acres of open space, 164% of the required amount of open space based on the number of lots shown. Legend 5 7 3 4 6 2 1 1 2 33 3 3 7 6 6 5 4 5 6 PRIMARY ENTRANCE LEGEND SECONDARY ENTRANCE PARK/OPEN SPACES AMENITY CENTER TRAIL NETWORK DETENTION PONDS TERTIARY ENTRANCE 60 Item 5. SANGER ESTATES | MASTER PLANNED COMMUNITY 10/04/2024 SANGER, TX Unit Size Standards: • Proposing 25% of the units to be 1,000 - 1,499 SF minimum home sizes • Proposing 50% of the units to be 1,500 - 1,999 SF minimum home sizes • Proposing 25% of the units to be 2,000 SF or above minimum home sizes • All Units to exceed the SF-8’s 1,000 SF minimum unit size PD Requirements 1. Minimum lot area 2. Maximum building floor plate 3. Minimum garden unit size 4. Minimum homestead unit size 5. Rear yard setback All other lot regulations meet the City of Sanger’s single-family SF-8 residential zoning category, except for impervious cover ratio due to 50’ wide lot. PD Requirements 1. Minimum lot area 2. Maximum building floor plate 3. Minimum estate unit size All other lot regulations meet the City of Sanger’s single-family SF-8 residential zoning category. 6,000 SF 2,550 SF 1,000 - 1,499 SF 1,500 - 1,999 SF 20 FT 7,200 SF 3,300 SF 2,000 SF NEIGHBORHOOD PLAN The Oaks Sunset Ridge Fall Meadow TYPICAL PD LOT DIAGRAMS NOT TO SCALE DRIVEWAYDRIVEWAY BUILDING FLOOR PLATE BUILDING FLOOR PLATE SCALE: 1” = 20’-0”SCALE: 1” = 20’-0” 60’ X 120’ LOTS 50’ X 120’ LOTS STREET STREET SUNSET RIDGE 50' X 120' 60' X 120' 163 (70%) 72 (30%) 235 (100%) THE OAKS 50' X 120' 60' X 120' 149 (67%) 74 (33%) 223 (100%) FALL MEADOW 50' X 120' 60' X 120' 312 (81%) 71 (19%) 383 (100%) TOTAL 841 SUNSET RIDGE GARDEN HOMESTEAD ESTATE 59 (25%) 117 (50%) 59 (25%) 1,000 SF - 1,499 SF 1,500 SF - 1,999 SF 2,000 SF + 235 (100%) THE OAKS GARDEN HOMESTEAD ESTATE 55 (25%) 112 (50%) 56 (25%) 1,000 SF - 1,499 SF 1,500 SF - 1,999 SF 2,000 SF + 223 (100%) FALL MEADOW GARDEN HOMESTEAD ESTATE 95 (25%) 192 (50%) 96 (25%) 1,000 SF - 1,499 SF 1,500 SF - 1,999 SF 2,000 SF + 383 (100%) TOTAL MINIMUM HOME SIZE PRODUCT SCHEDULE 841 NEIGHBORHOODS ZONE PRODUCT TYPE UNIT COUNT ZONE PRODUCT TYPE UNIT COUNT SUNSET RIDGE 50' X 120' 60' X 120' 163 (70%) 72 (30%) 235 (100%) THE OAKS 50' X 120' 60' X 120' 149 (67%) 74 (33%) 223 (100%) FALL MEADOW 50' X 120' 60' X 120' 312 (81%) 71 (19%) 383 (100%) TOTAL 841 SUNSET RIDGE GARDEN HOMESTEAD ESTATE 59 (25%) 117 (50%) 59 (25%) 1,000 SF - 1,499 SF 1,500 SF - 1,999 SF 2,000 SF + 235 (100%) THE OAKS GARDEN HOMESTEAD ESTATE 55 (25%) 112 (50%) 56 (25%) 1,000 SF - 1,499 SF 1,500 SF - 1,999 SF 2,000 SF + 223 (100%) FALL MEADOW GARDEN HOMESTEAD ESTATE 95 (25%) 192 (50%) 96 (25%) 1,000 SF - 1,499 SF 1,500 SF - 1,999 SF 2,000 SF + 383 (100%) TOTAL MINIMUM HOME SIZE PRODUCT SCHEDULE 841 NEIGHBORHOODS ZONE PRODUCT TYPE UNIT COUNT ZONE PRODUCT TYPE UNIT COUNT 61 Item 5. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org ZONING CHANGE/SUP APPLICATION Zoning Change Specific Use Permit 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 Site Plan (for Specific Use Permits Only) Letter of Intent Application Fee (Check Payable to City of Sanger) I certify that I am the legal owner of the above referenced property and that to the best of my knowledge this is a true description of the property upon which I have requested the above checked action. I designate the applicant listed as my representative. Describe the subject property (address, location, size, etc.): ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ Describe the proposed zoning change or Specific Use Permit (SUP): ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ________________________________________________________________________ ________________________ Owner Signature Date ________________________________________________________________________ ________________________ Applicant Signature Date Office Use Fee Date Lee Eisenhiem JST Holdings 04 Business LLC 5960 DTC BLVD STE 290 W Greenwood Village, CO 80111 lee.eisenheim@kaltercapital.com 303-324-1771 The proposed development is requesting a zoning change from Agriculture to Planned Development Lois Rd E, Sanger TX - Property ID: 59829: Legal Description: A0029A R. BEEBE, TR 107, 202.69 ACRES, OLD DCAD SHT 3, TR 10 10/01/2024 10/01/2024 62 Item 5. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org ZONING CHANGE/SUP APPLICATION A request for rezoning is a proposed amendment to the Official Zoning Map. The zoning district boundaries on the Official Zoning Map can be amended through the adoption of an ordinance by the City Council. A request to rezone property must include the contents listed below. The City of Sanger will act on the request through the process described herein. SUBMITTAL REQUIREMENTS: • Letter of Intent • Site Plan (required for Specific Use Permits only) • Application form signed by the owner and describing the property • Application Fee APPLICATION FEES: The application fee covers part of the cost for the city to review and act on the rezoning request, including providing notice of the public hearings as required by law. The application fee is non-refundable. • Zoning Change Up to 5 acres: $250.00 5+ acres to 25 acres: $400.00 25+ acres to 50 acres: $600.00 50+ acres: $800.00 • Specific Use Permit Flat $250.00 SUBMITTAL DEADLINES: The deadline for zoning application is 26 days prior to the Planning & Zoning Commission meeting. This provides adequate time to publish and mail the required notices for the public hearings. Meeting dates and deadlines are sometimes adjusted for holidays. Consult the published schedule and city staff for more information. 63 Item 5. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org ZONING CHANGE REQUEST PROCESS The process for considering and acting on a request for an amendment to the Official Zoning Map involved the following steps: 1. Pre-Application Consultation: A pre-application consultation with the city staff is recommended for all proposed map amendments. Staff can describe the review process and the criteria used for considering proposed map amendments. 2. Application: The completed application, letter of intent, description of the property, and application fee should be submitted to the Department of Development Services on or before the deadline. 3. Public Notification: State law and the Zoning Ordinance require the public to be notified of the public hearings that the Planning & Zoning Commission and the City Council will conduct on the proposed rezoning. Notice of the public hearing must be published in the newspaper at least fifteen (15) days prior. Notification of the public hearing is also mailed to the owners of the property within 200 feet of the proposed rezoning at least ten (10) days prior. 4. Planning & Zoning Commission: The Planning & Zoning Commission will hold at least one (1) public hearing on the proposed rezoning. The applicant is expected to address the Commission to describe the proposed rezoning and answer questions. During the public hearing, anyone in attendance may address the Commission with comments and questions. City Staff will prepare a report for the Commission and possibly make a recommendation to the Commission. After the public hearing, the Commission will prepare a report making a recommendation to the City Council. 5. City Council: The City Council will hold a separate public hearing on the proposed rezoning. The applicant is expected to address the Council to describe the proposed rezoning and answer questions. During the public hearing, anyone in attendance may address the Council with comments and questions. The City Council can approve the proposed rezoning by adopting an ordinance. SPECIFIC USE PERMIT REQUEST PROCESS The process for considering and acting on a request for a Specific Use Permit is identical to the process for a zoning change. A site plan is required to be submitted along with the application and letter of intent. 64 Item 5. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org ZONING CHANGE REQUEST CRITERIA The Zoning Ordinance sets the following criteria for the consideration of changes to the Official Zoning Map. In making its determination, the Planning & Zoning Commission shall consider the following factors: 1. Whether the uses permitted by the proposed change will be appropriate in the immediate area concerned and their relationship to the general area and the City as a whole. 2. Whether the proposed change is in accord with any existing or proposed plans for providing public schools, streets, water supply, sanitary sewers and other utilities to the area and shall note the findings. 3. The amount of vacant land currently classified for similar development in the vicinity and elsewhere in the City, and any special circumstances which may make a substantial part of such vacant land unsuitable for development. 4. The recent rate at which land is being developed in the same zoning classification as the request, particularly in the vicinity of the proposed change. 5. The manner in which other areas designated for similar development will be, or are likely to be, affected if the proposed amendment is approved, and whether such designation for other areas should also be modified. 6. Any other factors which will substantially affect the public health, safety, morals, or general welfare. If the Planning & Zoning Commission recommends denial of the proposed amendment to the Official Zoning Map, a ¾ majority vote of the City Council is required to approve it (four (4) votes to approve from the five (5) City Council members). A request that has been denied may be resubmitted at any time, unless it is denied with prejudice, triggering a one (1) year waiting period. A ¾ favorable vote of the City Council can also be required if the proposed change is properly protested by the owner(s) of twenty percent (20%) of the area to be changed or the area within 200 feet of the proposed change. 65 Item 5. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org SPECIFIC USE PERMIT CRITERIA In recommending that a Specific Use Permit for the premises under consideration be granted, the Planning & Zoning Commission shall determine that such uses are harmonious and adaptable to building structures and uses of adjacent property and other property in the vicinity of the premises under consideration, and shall make recommendations as to requirements for the paving of streets, alleys and sidewalks, means of access to public streets, provisions for drainage, adequate off-street parking, protective screening and open space, heights of structures, and compatibility of buildings. In granting a Specific Use Permit, the City Council may impose conditions which shall be complied with by the owner guarantee before a certificate of occupancy may be issued by the building inspector for use of the building on such property pursuant to such Specific Use Permit; and such conditions precedent to the granting of the certificate of occupancy. No Specific Use Permit shall be granted unless the applicant, owner, and grantee of the Specific Use Permit shall be willing to accept and agree to be bound by and comply with the written requirements of the Specific Use Permit, as attached to the site plan drawing (or drawings) and approved by the Planning & Zoning Commission and City Council. No public hearing is necessary for site plan approval. The Board of Adjustment shall not have jurisdiction to hear, review, reverse or modify any decision, determination or ruling with respect to the granting, extension, revocation, modification to any other action taken relating to such specific use permit. Whenever regulations or restrictions imposed by this ordinance are either more or less restrictive than regulations imposed by any governmental authority through legislation, rule, or regulation, the regulations, rules or restrictions which are more restrictive or impose higher standards or requirements shall govern. Regardless of any other provision of this ordinance, no land shall be used and no structure erected or maintained in violation of any State or Federal pollution control or environmental protection law or regulation. 66 Item 5. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org GUIDELINES FOR LETTER OF INTENT All rezoning applications should include a Letter of Intent. The Letter of Intent is the applicant’s opportunity to describe and justify the proposed zoning change to the City Staff, the Planning & Zoning Commission, the City Council, and the public at large. The Commission and Council will receive copies of the letter prior to the public hearings. Recommended content for a Letter of Intent: • Describe the area proposed for rezoning. The description can include any or all of the following: o Metes and bounds description, such as a survey o Legal description, such as a tract and abstract, or a lot, block, and subdivision o Physical address o Location (southwest corner of This Street and That Road, across the street from Landmark) o Denton Central Appraisal District reference numbers o Acreage or square footage of property o If only a portion of tract, lot, or property is requested for rezoning, a detailed description of the portion is required. • Identify the current zoning district the property is within • Identify the zoning district the applicant is requesting for the property • Describe the current physical condition of the property, such as existing buildings, parking lots, trees, or unusual features • Describe the reason(s) why the applicant is requesting a rezoning. Review the criteria the city will use to review requested rezoning’s. • Contact information for the applicant or representative. This can be the owner, the prospective buyer, or someone else designated as point of contact. GUIDELINES FOR SITE PLAN OF SPECIFIC USE PERMIT REQUESTS An application for Specific Use Permit (SUP) shall be accompanied by a site plan drawn to scale and showing the general arrangements of the project, together with essential requirements such as: • off-street parking facilities • location and construction of signs • size, height, construction materials and locations of buildings, and uses to be permitted • visual screening such as walls, landscaping, and fences • means of ingress and egress to public streets • the relationship of the intended use to all existing properties and land uses in all directions to a minimum distance of two (200) hundred feet. The Planning & Zoning Commission or City Council may require information, operating data, and expert evaluation concerning the location and function and characteristics of any building or use proposed. 67 Item 5. 5960 DTC Blvd Ste 290W Greenwood Village, CO 80111 www.kaltercapital.com Sanger Estates 09/30/2024 Letter of Intent Dear Ms. Hammonds, In compliance with City of Sanger ’s Development Services requirements, Kalter Capital is pleased to submit the Sanger Estates Zoning Change application. Included here is the Letter of Intent, which describes and justifies the proposed zoning change. This narrative will describe the character and intent of the proposed development. In addition to this Letter of Intent, the following documents are included in the Zoning Change submittal. • Application Form, signed by Kalter Capital • Application Fee • Site Plan Site Description and Location The subject property (The Site) is approximately 202 acres in size and is located in the City of Sanger, Denton County, State of Texas. The Site is bound by Lois Road to the north, residential properties to the east, Sanger Circle subdivision to the south and the BNSF Railroad to the west,. The site is comprised of a single parcel identified as Property ID: 59829 in Denton County. A legal description is included with this letter, for reference. The existing condition of The Site consists of native vegetation and a dirt road. There is only one vehicular access to The Site along Lois Road. There is no significant development or existing structures on the Site, as its historical use has been for agricultural purposes. There are multiple lengths of fence surrounding and within The Sites boundary, with three natural ponds that collect stormwater runoff. The Site’s existing topography consists of a high point near the center of the property, with slopes ranging from 1 percent to 5 percent to the east and west. Proposed Rezoning Change The Site is currently zoned “A” – Agricultural District by the City of Sanger. The applicant is proposing The Site be rezoned to “PD” – Planned Development District. The proposed zoning follows Scenarios 2, 3 and 4 of the City of Sanger 2040 Comprehensive Plan. These scenarios identify the site as “Medium Residential”, which is more specifically defined as “Residential medium single-family uses are generally intended to provide areas for traditional single-family subdivisions and master planned neighborhood developments. Homes within these land use designations could range from local builders to nationally recognized builders. This land use type generally has a density of 2 to 7 du’s/acre.” 68 Item 5. The proposed development consists of 841 single-family lots, with two different lot size areas, 50x120 square-feet and 60x120 square-feet. There will be three different product types constructed on the lots, ranging from 1,000 square feet to over 2,000 square feet. The development will feature lush parks and vibrant open spaces, inviting residents of all ages to enjoy a variety of recreational activities. At its heart, an Amenity Core will serve as a lively hub, fostering a strong sense of community. Pocket parks will also be strategically placed throughout the Site, providing residents with local play areas. A network of scenic trails winding throughout The Site will ensure seamless connectivity and walkability for everyone. The proposed development is requesting a zoning change from A to PD. The proposed PD zoning will allow the developer to produce a variety of lot sizes to allow for multiple housing products. The PD zoning will allow for a deviation from the minimum 60-foot lot width required in the SF-8 zoning. The proposed minimum lot width will be 50-feet. The minimum square footage for the lots will continue to meet the SF-8 minimum of 6,000 square feet. The development will occur across three neighborhoods. A Zoning Change Exhibit has been included with this submittal package, for reference. 69 Item 5. Legal Description BEING a 202.49 acre tract of land out of the Reuben Bebee Survey, Abstract No. 29, situated in Denton County, Texas and being the same called 202.69 acre tract of land conveyed to STC Group Miller, LLC by deed of record in Document Number 2021-195695 of the Official Records of Denton County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a Mag Nail found at or near the center of Lois Road, being in the East right-of-way line of the Gulf Coast and Santa Fe Railroad (100' right-of-way), also being the Southwest corner of that certain 40' right-of-way dedication of record in Kenning Addition, a subdivision of record in Document Number 2021-48 of the Plat Records of Denton County, Texas, for the Northwest corner hereof; THENCE, S89°32'19"E, leaving the East right-of-way line of the Gulf Coast and Santa Fe Railroad, along or near the center of Lois Road, along the South line of said Kenning Addition, a distance of 689.60 feet to a Mag Nail set at the Southwest corner of that certain 30' right of way dedication of record in McCormick Addition, a subdivision of record in Document Number 2012-53 of said Plat Records, being the Southeast corner of said 40' right of way dedication of record; THENCE, S89°22'38"E, continuing along or near the center of Lois Road, being in part, the South line of said McCormick Addition, in part, the South line of a called 6.151 acre tract of land conveyed to Jerry McCuistion et. ux. by deed of record in in Volume 1010, Page 761 of the Real Property Records of Denton County, Texas, in part, the South line of a called 6.151 acre tract of land conveyed to Danny et. ux. by deed of record in in Volume 1010, Page 770 of said Real Property Records and in part, the South line of a called 1.798 acre tract of land conveyed to Jody Roberts by deed of record in Document Number 2006-17710 of said Official Records, a distance of 1420.42 feet to a Mag Nail set at the Southwest corner of that certain 30' right-of-way dedication of record in Jordan Acres, a subdivision of record in Cabinet A, Page 159 of said Plat Records, being the Southeast corner of said 1.798 acre tract; THENCE, S89°07'42"E, continuing along or near the center of Lois Road, being the South line of said Jordan Acres, a distance of 453.34 feet to a Mag Nail set at the Northwest corner of a called 15.00 acre tract of land conveyed to Mildred E. Hunt by deed of record in Document Number 2019-5766 of said Official Records, being the Northeast corner of said 202.69 acre tract and hereof; THENCE, S01°11'12"W, leaving the South line of said Jordan acres, along the East line of said 202.69 acre tract, being in part, the common West line of said 15.00 acre tract and in part, the common West lines of Lots 1-4 of Block One of Abney Acres, a subdivision of record in Cabinet M, Page 64 of said Plat Records, a distance of 3187.36 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North line of a called 223.35 acre tract of land conveyed to Sanger Land Development LLC. by deed of record in Document Number 2019-16167 of said Official Records, being the Southwest corner of said Lot 4, also being the Southeast corner of said 202.69 acre tract and hereof; THENCE, N88°57'52"W, along the South line of said 202.69 acre tract, being in part, the common North line of said 223.35 acre tract and in part, the common North lines of Lots 15-39 of Block L of Sanger Circle, Phase 6B, a subdivision of record in Document Number 2022-196 of said Plat Records, a distance of 1826.11 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Northeast corner of a called 25.35 acre tract of land conveyed to the City of Sanger by deed of record in Volume 1125, Page 943 of the Deed Records of Denton County, Texas, being the Northwest corner of said Lot 15; 70 Item 5. THENCE, N89°01'56"W, along the North line of said 25.35 acre tract, being the common South line of said 202.69 acre tract, a distance of 1026.10 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the East right-of-way line of the Gulf Coast and Santa Fe Railroad, being the Northwest corner of said 25.35 acre tract, also being the Southwest corner of said 202.69 acre tract and hereof; THENCE, along the East right-of-way line of the Gulf Coast and Santa Fe Railroad, being the common West line of said 202.69 acre tract, the following three (3) courses and distances: 1. N03°27'32"W, a distance of 68.42 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the point of curvature of a non-tangent curve to the right; 2. Along said non-tangent curve to the right, having a radius of 6737.93 feet, a chord bearing of N03°15'27"E, a chord length of 1573.49 feet, a delta angle of 13°24'39", an arc length of 1577.09 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the end of said curve; 3. N10°00'51"E, a distance of 1548.58 feet to the POINT OF BEGINNING and containing an area of 202.45 Acres, or (8,818,876 Square Feet) of land, more or less. 71 Item 5. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 11/21/2024 2nd REVIEW COMMENTS – Lois Road Estates - Zoning The request is for a Planned Development (PD) being approximately 202 acres. Below are the comments that should be addressed before City Council approval. Resubmit PD with any changes. Planning Provide the following 1. Under the 50’ x 120’ lots table add line for minimum lot width of 50’ (this will just make clear that width is amended with the PD). Parks 2. Add the statement “Park equipment will be of commercial grade and approved by the Director of Parks or his designee”. 3. Add the statement “Phasing will be such that a park shall be included and developed with the first phase of development before completion of the first residential unit”. Informational Comments 1. The property is within the City of Sanger. 2. The PD will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, December 17, 2024, and the City Council meeting on Monday, January 6, 2025. 72 Item 5. 73 Item 5. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Oasis at Sanger Addition, being approximately 4.135 acres of land described as A0029A R. BEEBE, OLD DCAD SHT 2, TR 5, within the City of Sanger, generally located north of McReynolds Road, and approximately 790 feet east of Lake Ridge Drive. SUMMARY: The applicant is proposing to create 82 multi-family dwellings. The property is under the Lake Ridge Estates Planned Development PD-05-06-18. The development will have access from McReynolds Road. The property will be served by City of Sanger Water, Sewer, and Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 74 Item 6. 179677 270804 60061 699345270814 270808 270812 768468768467 270798 270815 768466 270806 768465 726939 768469 768470 60054 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/5/2024, 10:18:17 AM 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. 75 Item 6. 76 Item 6. 77 Item 6. 78 Item 6. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 November 13, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Final Plat for the Oasis at Sanger Addition 4.135 Acres, McReynolds Road Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the Final Plat for the Oasis at Sanger Addition. The property is approximately 4.135 acres owned by SKY110 Land Holdings I, LLC. This tract is located along McReynolds Road just east of the Lake Ridge subdivision and is currently open pastureland with no tree cover. The purpose of this plat is to final plat the property for development of an apartment complex consisting of 82 units. This tract is part of the Lake Ridge PD Ordinance No. 05-06-18. Final civil drawings are currently under review by the City. We are the applicants for this submittal and Mr. Iqbal Mutabana is the owner. We request that the plat be reviewed and considered by the appropriate approval body. If you have any other questions or would like additional information regarding our submittal, please contact me at 972-393-9800 or Mr. Mutabana at 617-417-1014. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 79 Item 6. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 11/18/24 1st REVIEW COMMENTS – Final Plat – Oasis at Sanger Addition The request is for a Final Plat of Lane Ranch Final, being approximately 4.13 acres in the REUBEN BEBEE SURVEY, ABST. NO 29, prepared by Middleton & Associates, Inc., submitted on 11/13/24. 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. #6 on the Standard Notation is missing 2. Name of the water utilities 3. Missing all required signature area for City officials 4. 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, December 17, 2024, and the City Council meeting on Monday, January 6, 2025. 80 Item 6. November 27, 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: Oasis at Sanger Addition Final Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for the Oasis at Sanger. The submittal was prepared by Middleton and Associates, LLC and was received on November 13, 2024. We have completed our review and offer the following comments: Final Plat Comments 1. Please ensure square footage matches closure report If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7498. Sincerely, Samson Lotigo, PE HALFF Firm No. 0312 Attachments: Plat markups 81 Item 6. 82 Item 6. sq u a r e f o o t a g e d o e s no t m a t c h c l o s u r e re p o r t 83 Item 6. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Sanger Town Center, being approximately 24.13 acres of land described as A0029A R. BEEBE, TR 64B, within the City of Sanger, generally located south of FM 455 west and west of Indian Lane. SUMMARY: The applicant is proposing to create 13 Commercial Lots. The property is zoned B-2. The development will have access from FM 455 West, Indian Lane, and Sable Creek Blvd. The property will be served by City of Sanger Water, Sewer, and Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 84 Item 7. 1013189 745904 74587658587 745874 58671 745899 58608 1013190 1013212 1013215 1013193 1013206 58585 58951 745892 745909 184660 733769 745890 1013196 58738 238296 768876 58746 28182058735 78137 745917 58733 284004 60225 745922 745871 303063 1003538 163329 745883 58960 745886 745913 60218 58681 58583 58689 742132 75837 58678 58948 745882 745897 291014 126298 58926 745160 745884 975281 1013214 731163 60206 0 58982 731164 58708 58921 74472658447 58669 58917 58771 58631 636427 1049625 711898 1049620 307260 307278 307265 281823 282035 282029 307291 307324 307309 307322 307276 281883 281887 282031 281881 307284 307289 307294 307263 307191 281885 527316 281908 750671 281862 281851 281867 307334 281871 281842 281839 281860282753 281856 281841 281833 281906 281903 1049622 60045 1012743 1012179 132465 255193 529147 132509 675599678877 750742 750744 60102 744595 672774672778 672761 529145 675588 678880 675602 255194 672764 281898 281896 281890 281900 28189277706 60352 201383 1019326 1002441 741720 60322 60305 745161 678885 239288 268495 82888 206891 291008 60307 60332 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 11/14/2024, 4:58:32 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. 85 Item 7. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U C L C L 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 C L C L C L C L C L C L C L C L C L C L C L OHU OHU REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. SABLE CREEK, PHASE V DOC. NO. 2023-3 P.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 110 - 0.1980 ACRES STATE OF TEXAS DOC.NO. 2019-113233, O.R.D.C.T. FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' 1/2" CIRF "METROPLEX 1849" 1/2" CIRF "EAGLE SURVEYING" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "SUMMIT SURVEYING" CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) I N D I A N L A N E 1/2" CIRF "TxDOT R.O.W. MARKER" CALLED TRACT 1 - 12.84 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2021-164636 O.R.D.C.T. CALLED TRACT 2 - 14.46 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2021-164636 O.R.D.C.T. LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 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 S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' S 69°0 7 ' 3 1 " W 5 1 1 . 7 0 ' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' N 87°45'56" W 737.87' N 69°1 0 ' 3 7 " E 2 8 1 . 9 8 ' N 69°1 1 ' 3 0 " E 4 0 7 . 7 1 ' N 4 5 ° 5 6 ' 0 2 " E 5 1 1 . 0 2 ' S 4 3 ° 5 9 ' 0 4 " E 7 0 3 . 8 9 ' S 4 5 ° 5 3 ' 0 3 " W 4 5 0 . 5 5 ' N 3 2 ° 1 8 ' 4 7 " W 6 7 3 . 5 3 ' C2 C3 C4 L1 L 2 L3 L 4 5/8" IRF CIRS CIRS 1/2 IRF 1/2" IRF 1/2" IRF CIRS 1/2" CIRF "EAGLE SURVEYING" CIRS 1/2" CIRF "TxDOT R.O.W. MARKER" BLOCK B BLOCK A VARIABLE WIDTH DETENTION EASEMENT 15' DRAINAGE EASEMENT 20' UTILITY EASEMENT 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 . S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' LOT 1 1.37 ACRES 59,856 SQ.FT. LOT 2 0.82 ACRES 35,642 SQ.FT. LOT 3 0.85 ACRES 36,920 SQ.FT. LOT 4 1.19 ACRES 51,939 SQ.FT. LOT 5 2.41 ACRES 105,080 SQ.FT. LOT 6 2.14 ACRES 93,419 SQ.FT. LOT 7 4.05 ACRES 176,492 SQ.FT. N 69°1 1 ' 3 0 " E 2 5 7 . 1 2 ' CIRS 15' DRAINAGE EASEMENT BY SEP. INST. 13.5' ACCESS & UTILITY EASEMENT 13.5' ACCESS & UTILITY EASEMENT C1 27' ACCESS & UTILITY EASEMENT BY SEP. INST.13.5' ACCESS & UTILITY EASEMENT BY SEP. INST. 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' DRAIANGE EASEMENT LOT 1 3.11 ACRES 135,569 SQ.FT. LOT 2 4.56 ACRES 198,529 SQ.FT. LOT 3 3.62 ACRES 157,755 SQ.FT. 27' ACCESS & UTILITY EASEMENT 27' ACCESS & UTILITY EASEMENT 27' ACCESS & UTILITY EASEMENT 15' UTILITY EASEMENT S 4 6 ° 4 8 ' 4 7 " E 1 2 8 . 8 3 ' S 3 9 ° 2 0 ' 2 6 " E 3 3 1 . 4 7 ' S 4 4 ° 0 8 ' 4 0 " E 4 4 7 . 8 0 ' S 4 4 ° 0 8 ' 2 3 " E 2 5 6 . 0 0 ' S 4 3 ° 5 6 ' 2 8 " E 2 5 2 . 6 0 ' S 4 4 ° 0 8 ' 2 3 " E 2 4 0 . 6 9 ' N 57 ° 4 6 ' 1 3 " E 1 4 4 . 8 1 ' N 50 ° 3 9 ' 3 4 " E 1 3 4 . 1 9 ' N 50 ° 3 9 ' 3 4 " E 1 4 4 . 5 7 ' N 47 ° 4 8 ' 2 2 " E 1 1 6 . 3 1 ' N 4 5 ° 0 8 ' 4 8 " E 29. 0 7 ' N 4 5 ° 5 2 ' 1 2 " E 2 0 2 . 6 3 ' S 3 1 ° 4 5 ' 2 7 " E 2 7 0 . 5 7 ' S 2 1 ° 0 7 ' 1 5 " E 1 9 5 . 1 4 ' 233 . 9 0 ' 216 . 6 5 ' 4 7 5 . 5 4 ' 1 9 7 . 9 9 ' 18. 3 3 ' 144 . 9 3 ' 144 . 4 3 ' 203 . 3 2 ' 2 5 5 . 7 8 ' 4 4 8 . 1 1 ' 408 . 7 8 ' 6.8 1 ' 112 . 8 5 ' 3.46 ' 55.3 3 ' 89.2 3 ' 326.1 6 ' 62.00' 27.78' 367.6 8 ' CIRS 6 5 6 65 7 6 5 8 659 6 6 0 6 6 1 6 6 2 66 3 6 6 4 6 6 5 6 6 6 66 7 66 8 6 6 9 670 671 675 674 673 672 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 681 68 2 6 8 2 68 3 68 4 68 5 68 6 68 7 68 8 68 9 69 0 69 0 6 8 9 68 8 6 8 7 6 8 6 6 8 9 6 8 8 6 8 7 6 8 6 68 5 6 9 0 69 1 68 4 68 3 6 8 2 68 1 68 0 68 1 68 2 679 6 6 6 66 7 668 669 670 67 1 6 7 2 65 5 65 4 6 5 3 POB TRACT TWO N:7182986.30 E:2375750.65 N:7182288.32 E:2375836.28 S 20°48'30" E 81.13' S 20°56'15" W 45.06' POB TRACT ONE N:7183255.97 E:2376376.94 1/2" CIRF "TxDOT R.O.W. MARKER" CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 388.16'1787.35'12°26'35"N 62°58'21" E 387.40' C2 395.46'2196.52'10°18'55"S 63°57'43" W 394.92' C3 185.39'1565.00'6°47'15"N 49°20'03" E 185.29' C4 415.59'2196.52'10°50'26"S 51°17'41" W 414.97' LINE TABLE LINE BEARING DISTANCE L1 N 09°25'57" E 38.34' L2 N 20°46'45" W 15.08' L3 N 08°36'41" E 39.69' L4 S 43°51'44" E 6.98' N TAR - 11/12/2024 1802.021-17 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 1" = 100' 0 10050 LEGEND Electric Box Electric Meter Electric Vault Electric Transformer Guy Wire Power Pole Light Pole Cable Riser Buried Cable Sign Buried Gas Utility Sign Gas Meter Gas Utility Mark Sanitary Manhole Telecommunications Riser Telecommunications Vault Fiber Optic Utility Sign Telecommunications Utility Mark Water Meter Water Valve Fire Hydrant Sign Tree Grate Inlet SD OHU /// Overhead Utilities Storm Drain Line Edge of Asphalt Edge of Gravel Concrete Boundary Monumentation CIRS 1/2" Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found R.O.W.Right-of-way D.R.D.C.T.Deed Records, Denton County, Texas ( )Record Call VOL. PG. Volume Page DOC. NO.Document Number CAB.Cabinet Stamped "Eagle Surveying" O.R.D.C.T.Official Records, Denton County, Texas P.R.D.C.T.Plat Records, Denton County, Texas R.P.R.D.C.T.Real Property Records, Denton County, Texas Stone VICINITY MAP (NOT TO SCALE) PRELIMINARY PLAT SANGER TOWN CENTER SOUTH LOTS 1-7, BLOCK A LOTS 1-3, BLOCK B 24.13 ACRES REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS FM 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 1.) The purpose of this plat is to create ten 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.) The elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988, (Geoid 12A). 9.) Lot to lot drainage shall not be allowed. 10.) All lots comply with the minimum size requirements of the zoning district. 11.) This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 12.) 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. 13.) This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Granite Industries, LLC 161 W 3rd Street, Suite 110 Prosper, TX 75078 ENGINEER KJE Contact: Ian Norfolk 500 Moseley Road Cross Roads, TX 76227 (940) 387-0805 PAGE 1 OF 2 PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY 86 Item 7. 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 APPROVED AND ACCEPTED Approved for preparation of Final Plat ______________________________________ ___________________________ City of Sanger, TX Date Planing and Zoning Commission 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 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 OWNER'S CERTIFICATE & DEDICATION WHEREAS, GRANITE INDUSTRIES, LLC is the owner of two (2) tracts of land out of the Reuben Bebee Survey, Abstract Number 29, situated in Denton County, Texas, Tract One being all of a called Tract 1 - 12.84 acre tract of land conveyed by General Warranty Deed of record in Document Number 2021-164636 of the Official Records of Denton County, Texas, Tract Two being a portion of a called Tract 2 - 14.46 acre tract of land conveyed by said General Warranty Deed and being more particularly described by metes and bounds as follows: TRACT ONE - 12.84 ACRE TRACT BEGINNING, at a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found at the South end of a cutback line at the intersection of the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way) and the East right-of-way line of Sable Creek Boulevard (80' Right-of-way, Cab. W, Pg 369 of the Plat Records of Denton County, Texas), being the Southwest corner of a called Parcel 114 - 0.2123 acre tract of land conveyed to the State of Texas by deed of record in Document Number 2018-131313 of said Official Records, being the Northwest corner of said 12.84 acre tract; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, being the South line of said Parcel 114, also being the common North line of said 12.84 acre tract, the following four (4) courses and distances: 1. N08°36'41"E, a distance of 39.69 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the North end of said cutback line; 2. Along a non-tangent curve to the left, having a radius of 1565.00 feet, a chord bearing of N49°20'03"E, a chord length of 185.29 feet, a delta angle of 06°47'15", an arc length of 185.39 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve; 3. S43°51'44"E, a distance of 6.98 feet to a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found; 4. N45°56'02"E, a distance of 511.02 feet to a 1/2 inch iron rod with yellow plastic cap stamped “SUMMIT SURVEYING” found in the West right-of-way line of Indian Lane, being the West line of a called 1.62 acre tract of land conveyed to Sanger Independent School District by deed of record in Volume 5091, Page 2877 of the Real Property Records of Denton County, Texas, being the Southeast corner of said Parcel 114, also being the Northeast corner of said 12.84 acre tract; THENCE, S43°59'04"E, along the West right-of-way line of Indian Lane, being the common East line of said 12.84 acre tract, a distance of 703.89 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the North corner of Lot 19, Block N of Sabel Creek Addition, Phase I, a subdivision of record in Cabinet W. Page 369 of said Plat Records, being the Southeast corner of said 12.84 acre tract ; THENCE, leaving the West right-of-way line of Indian Lane, along the North lines of Lots 19-31 of said Block N of Sabel Creek Addition, Phase I, the following two (2) courses and distances: 1. S45°53'03"W, a distance of 450.55 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the point of curvature of a non-tangent curve to the right; 2. Along said non-tangent curve to the right, having a radius of 2196.52 feet, a chord bearing of S51°17'41"W, a chord length of 414.97 feet, a delta angle of 10°50'26", an arc length of 415.59 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve, being in the East right-of-way line of Sable Creek Boulevard, also being the Southwest corner of said 12.84 acre tract; THENCE, N32°18'47"W, leaving the North line of said Lot 31, along the East right-of-way line of Sable Creek Boulevard, being the common West line of said 12.84 acre tract, a distance of 673.53 feet to the POINT OF BEGINNING and containing an area of 12.84 Acres, or (559347 Square Feet) of land, more or less. TRACT TWO - 11.29 ACRE TRACT BEGINNING, at a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set in the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way), being in the South line of a called Parcel 124 - 1.0854 acre tract of land conveyed to the State of Texas by Agreed Final Judgement of record in Document Number 2024-80763 of said Official Records, being the Northwest corner of a called 1.06 acre tract of land conveyed to Chup Corporation, Inc. et. al. by deed of record in Document Number 2023-457774 of said Official Records; THENCE, S20°48'30"E, leaving the Southeast right-of-way line of Farm to Market Road Number 455, along the West line of said 1.06 acre tract, a distance of 222.35 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, in part, along the South line of said 1.06 acre tract, in part, along the South line of a called 1.01 acre tract of land conveyed to RF & Sons Properties, LLC by deed of record in Document Number 2024-34930 of said Official Records and in part, along the South line 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, the following two (2) courses and distances: 1. N69°11'30"E, a distance of 257.12 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the point of curvature of a tangent curve to the left; 2. Along said tangent curve to the left, having a radius of 1787.35 feet, a chord bearing of N62°58'21"E, a chord length of 387.40 feet, a delta angle of 12°26'35", an arc length of 388.16 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve, being in the West right-of-way line of Sable Creek Boulevard (80' Right-of-way, Cab. W, Pg 369 of the Plat Records of Denton County, Texas), being the Southeast corner of said 1.10 acre tract, for the Northeast corner hereof; THENCE, S32°18'47"E, along the West right-of-way line of Sable Creek Boulevard, a distance of 475.45 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set in the curving North line of Lot 53, Block E of Sable Creek Addition, Phase 3, a subdivision of record in Document Number 2018-472 of said Plat Records, being the common South line of said 14.46 acre tract, for the Southeast corner hereof; THENCE, leaving the West right-of-way line of Sable Creek Boulevard, along the North lines of Lots 53-41 of said Sable Creek Addition, Phase 3, being the common South line of said 14.46 acre tract, the following two (2) courses and distances: 1. Along a non-tangent curve to the right, having a radius of 2196.52 feet, a chord bearing of S63°57'43"W, a chord length of 394.92 feet, a delta angle of 10°18'55", an arc length of 395.46 feet to a 1/2 inch iron rod found at the point of tangency of said curve; 2. S69°07'31"W, a distance of 511.70 feet to a 1/2 inch iron rod found the East line of Lot 5, Block L of Sable Creek Addition, Phase V, a subdivision of record in Document Number 2023-3 of said Plat Records, being the most Southerly Southwest corner of said 14.46 acre tract; THENCE, N00°56'08"E, along the irregular West line of said 14.46 acre tract, being in part, the common East lines of Lots 5-7 of said Block L, in part, the common East line of Lot 11X, Block K of said Sable Creek Addition, Phase V and in part, the common East line of a called 4.16 acre tract of land conveyed to NS Group Holdings, LLC by deed of record in Document Number 2018-132959 of said Official Records, a distance of 372.26 feet to a 1/2 inch iron rod found at the Northeast corner of said 4.16 acre tract; THENCE, along the irregular North line of said 4.16 acre tract, being the common Irregular West line of said 14.46 acre tract, the following two (2) courses and distances: 1. N87°45'56"W, a distance of 737.87 feet to a 1/2 inch iron rod with yellow plastic cap stamped “METROPLEX 1849" found at the most Westerly Southwest corner of said 14.46 acre tract; 2. N09°25'57"E, a distance of 38.34 feet to a 5/8” iron rod found in the Southeast right-of-way line of Farm to Market Road Number 455, being the Southeast corner of a called Parcel 110 - 0.1980 acre tract of land conveyed to the State of Texas by Deed of record in Document Number 2019-113233 of said Official Records, being the Southwest corner of said Parcel 124; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, being the South line of said Parcel 124, the following three (3) courses and distances: 1. N69°10'37"E, a distance of 281.98 feet to a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found; 2. N20°46'45"W, a distance of 15.08 feet to a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found; 3. N69°11'30"E, a distance of 407.71 feet to the POINT OF BEGINNING and containing an area of 11.29 Acres, or (491,853 Square Feet) of land, more or less. STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, GRANITE INDUSTRIES, LLC, acting herein by and through it duly authorized office, does hereby adopt this plat designating the hereinabove described property as SANGER TOWN CENTER SOUTH, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use foreverby 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: GRANITE INDUSTRIES, LLC 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 TAR - 11/12/2024 1802.021-17 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 VICINITY MAP (NOT TO SCALE) PRELIMINARY PLAT SANGER TOWN CENTER SOUTH LOTS 1-7, BLOCK A LOTS 1-3, BLOCK B 24.13 ACRES REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS FM 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 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Granite Industries, LLC 161 W 3rd Street, Suite 110 Prosper, TX 75078 ENGINEER KJE Contact: Ian Norfolk 500 Moseley Road Cross Roads, TX 76227 (940) 387-0805 PAGE 2 OF 2 PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY 87 Item 7. 88 Item 7. 89 Item 7. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 11/26/24 1st REVIEW COMMENTS – Preliminary Plat – Sanger Town Center South The request is for a Preliminary Plat of Sanger Town Center South, being approximately 24.13 acres in the REUBEN BEBEE SUREVEY, ABSTRACT NUMBER 29, prepared by KJE, submitted on 11/13/24. 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. Name the Utility Companies 2. Signature blocks 3. Name the type of lots in title block 4. USPS Approved location for mail boxes 5. Current location of Sewer and Water Lines 6. Proposed streets and parking lot 7. Approval Block 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, December 17, 2024, and the City Council meeting on Monday, January 6, 2024. 90 Item 7. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com November 27, 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 Town Center South Preliminary Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Sanger Town Center South. This submittal was prepared by KJE Inc. and was received on November 13th, 2024. 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 note additional comments may be provided in subsequent reviews once additional data/responses is received. Preliminary Plat 1. Please reconcile discrepancies in acreage for Tract 2. 2. Please ensure that easements called out in the Civil set match those called out in the preliminary plat Paving Plan 1. Commercial/Industrial streets shall be constructed with an eight-inch thickness of 4,000 psi reinforced concrete pavement on a compacted sub-base per Ordinance § 10.106(b)(2)(B)(ii) 2. Driveway returns onto commercial and industrial property shall be a minimum of fifteen feet (15') and a maximum of twenty-five feet (25') except in special cases per ordinance § 10.106(b)(3)(C) Drainage Calculation Comments 1. Please revise time of concentration for existing drainage areas to 15 minutes per Ordinance § 10.106(d)(2)(D)(iii)b 2. Please update rainfall intensities based on Appendix A. Intensity-Duration-Frequency Curve per Ordinance § 10.106(d)(2)(D)(i) 3. Please use runoff coefficients from the City of Sanger Ordinance § 10.106(d)(2)(D)(i) for proposed drainage area calculations 91 Item 7. Ms. Ramie Hammonds November 27, 2024 Page 2 of 2 4. Please provide more information on how the drainage crossing into Sable Creek Boulevard is being handled. Storm Drain Profile Comments 1. Please verify that pipe sizes called out in the hydraulic calculations match those in the profiles. 2. Please provide more information to back up the basis of the starting HGL for the outflow pipe from the detention pond. Grading 1. Please show proposed storm drain and sanitary layout in the grading plan 2. Verify there is no lot to lot drainage along fence line. Where lot to lot drainage occurs, the lot lines shall be aligned, and a dedicated private drainage easement shall be provided per Ordinance § 10.106(d)(12) 3. Please show more contour labels on grading plan sheets 4. Detention pond slopes look very steep and would impede maintenance to control weeds and discourage woody growth to observe ordinance § 10.106(d)(10)(H) Water Line 1. Please revise and ensure fire hydrant spacing follows City of Sanger Ordinance § 5.701 requiring 300 ft spacing for all commercial structures and a maximum of 500 ft along fire apparatus access roadways 2. Please specify water line size and material Sanitary Sewer 1. Please revise sanitary sewer line stations and flow lines in the plan and profiles Standard Details 1. Please reference latest NCTCOG standard specifications for public works construction for all improvements under the jurisdictions of the City of Sanger ordinance § 10.106(a) If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7498. Sincerely, Samson Lotigo, PE HALFF Firm No. 0312 Attachments: Preliminary Civil Construction Plans markups 92 Item 7. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U C L C L 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 C L C L C L C L C L C L C L C L C L C L C L OHU OHU REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. SABLE CREEK, PHASE V DOC. NO. 2023-3 P.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 110 - 0.1980 ACRES STATE OF TEXAS DOC.NO. 2019-113233, O.R.D.C.T. FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' 1/2" CIRF "METROPLEX 1849" 1/2" CIRF "EAGLE SURVEYING" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "SUMMIT SURVEYING" CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) I N D I A N L A N E 1/2" CIRF "TxDOT R.O.W. MARKER" CALLED TRACT 1 - 12.84 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2021-164636 O.R.D.C.T. CALLED TRACT 2 - 14.46 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2021-164636 O.R.D.C.T. LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 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 S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' S 69°0 7 ' 3 1 " W 5 1 1 . 7 0 ' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' N 87°45'56" W 737.87' N 69°1 0 ' 3 7 " E 2 8 1 . 9 8 ' N 69°1 1 ' 3 0 " E 4 0 7 . 7 1 ' N 4 5 ° 5 6 ' 0 2 " E 5 1 1 . 0 2 ' S 4 3 ° 5 9 ' 0 4 " E 7 0 3 . 8 9 ' S 4 5 ° 5 3 ' 0 3 " W 4 5 0 . 5 5 ' N 3 2 ° 1 8 ' 4 7 " W 6 7 3 . 5 3 ' C2 C3 C4 L1 L 2 L3 L 4 5/8" IRF CIRS CIRS 1/2 IRF 1/2" IRF 1/2" IRF CIRS 1/2" CIRF "EAGLE SURVEYING" CIRS 1/2" CIRF "TxDOT R.O.W. MARKER" BLOCK B BLOCK A VARIABLE WIDTH DETENTION EASEMENT 15' DRAINAGE EASEMENT 20' UTILITY EASEMENT 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 . S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' LOT 1 1.37 ACRES 59,856 SQ.FT. LOT 2 0.82 ACRES 35,642 SQ.FT. LOT 3 0.85 ACRES 36,920 SQ.FT. LOT 4 1.19 ACRES 51,939 SQ.FT. LOT 5 2.41 ACRES 105,080 SQ.FT. LOT 6 2.14 ACRES 93,419 SQ.FT. LOT 7 4.05 ACRES 176,492 SQ.FT. N 69°1 1 ' 3 0 " E 2 5 7 . 1 2 ' CIRS 15' DRAINAGE EASEMENT BY SEP. INST. 13.5' ACCESS & UTILITY EASEMENT 13.5' ACCESS & UTILITY EASEMENT C1 27' ACCESS & UTILITY EASEMENT BY SEP. INST.13.5' ACCESS & UTILITY EASEMENT BY SEP. INST. 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' DRAIANGE EASEMENT LOT 1 3.11 ACRES 135,569 SQ.FT. LOT 2 4.56 ACRES 198,529 SQ.FT. LOT 3 3.62 ACRES 157,755 SQ.FT. 27' ACCESS & UTILITY EASEMENT 27' ACCESS & UTILITY EASEMENT 27' ACCESS & UTILITY EASEMENT 15' UTILITY EASEMENT S 4 6 ° 4 8 ' 4 7 " E 1 2 8 . 8 3 ' S 3 9 ° 2 0 ' 2 6 " E 3 3 1 . 4 7 ' S 4 4 ° 0 8 ' 4 0 " E 4 4 7 . 8 0 ' S 4 4 ° 0 8 ' 2 3 " E 2 5 6 . 0 0 ' S 4 3 ° 5 6 ' 2 8 " E 2 5 2 . 6 0 ' S 4 4 ° 0 8 ' 2 3 " E 2 4 0 . 6 9 ' N 57 ° 4 6 ' 1 3 " E 1 4 4 . 8 1 ' N 50 ° 3 9 ' 3 4 " E 1 3 4 . 1 9 ' N 50 ° 3 9 ' 3 4 " E 1 4 4 . 5 7 ' N 47 ° 4 8 ' 2 2 " E 1 1 6 . 3 1 ' N 4 5 ° 0 8 ' 4 8 " E 29. 0 7 ' N 4 5 ° 5 2 ' 1 2 " E 2 0 2 . 6 3 ' S 3 1 ° 4 5 ' 2 7 " E 2 7 0 . 5 7 ' S 2 1 ° 0 7 ' 1 5 " E 1 9 5 . 1 4 ' 233 . 9 0 ' 216 . 6 5 ' 4 7 5 . 5 4 ' 1 9 7 . 9 9 ' 18. 3 3 ' 144 . 9 3 ' 144 . 4 3 ' 203 . 3 2 ' 2 5 5 . 7 8 ' 4 4 8 . 1 1 ' 408 . 7 8 ' 6.8 1 ' 112 . 8 5 ' 3.46 ' 55.3 3 ' 89.2 3 ' 326.1 6 ' 62.00' 27.78' 367.6 8 ' CIRS 6 5 6 65 7 6 5 8 659 6 6 0 6 6 1 6 6 2 66 3 6 6 4 6 6 5 6 6 6 66 7 66 8 6 6 9 670 671 675 674 673 672 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 681 68 2 6 8 2 68 3 68 4 68 5 68 6 68 7 68 8 68 9 69 0 69 0 6 8 9 68 8 6 8 7 6 8 6 6 8 9 6 8 8 6 8 7 6 8 6 68 5 6 9 0 69 1 68 4 68 3 6 8 2 68 1 68 0 68 1 68 2 679 6 6 6 66 7 668 669 670 67 1 6 7 2 65 5 65 4 6 5 3 POB TRACT TWO N:7182986.30 E:2375750.65 N:7182288.32 E:2375836.28 S 20°48'30" E 81.13' S 20°56'15" W 45.06' POB TRACT ONE N:7183255.97 E:2376376.94 1/2" CIRF "TxDOT R.O.W. MARKER" CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 388.16'1787.35'12°26'35"N 62°58'21" E 387.40' C2 395.46'2196.52'10°18'55"S 63°57'43" W 394.92' C3 185.39'1565.00'6°47'15"N 49°20'03" E 185.29' C4 415.59'2196.52'10°50'26"S 51°17'41" W 414.97' LINE TABLE LINE BEARING DISTANCE L1 N 09°25'57" E 38.34' L2 N 20°46'45" W 15.08' L3 N 08°36'41" E 39.69' L4 S 43°51'44" E 6.98' N TAR - 11/12/2024 1802.021-17 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 1" = 100' 0 10050 LEGEND Electric Box Electric Meter Electric Vault Electric Transformer Guy Wire Power Pole Light Pole Cable Riser Buried Cable Sign Buried Gas Utility Sign Gas Meter Gas Utility Mark Sanitary Manhole Telecommunications Riser Telecommunications Vault Fiber Optic Utility Sign Telecommunications Utility Mark Water Meter Water Valve Fire Hydrant Sign Tree Grate Inlet SD OHU /// Overhead Utilities Storm Drain Line Edge of Asphalt Edge of Gravel Concrete Boundary Monumentation CIRS 1/2" Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found R.O.W.Right-of-way D.R.D.C.T.Deed Records, Denton County, Texas ( )Record Call VOL. PG. Volume Page DOC. NO.Document Number CAB.Cabinet Stamped "Eagle Surveying" O.R.D.C.T.Official Records, Denton County, Texas P.R.D.C.T.Plat Records, Denton County, Texas R.P.R.D.C.T.Real Property Records, Denton County, Texas Stone VICINITY MAP (NOT TO SCALE) PRELIMINARY PLAT SANGER TOWN CENTER SOUTH LOTS 1-7, BLOCK A LOTS 1-3, BLOCK B 24.13 ACRES REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS FM 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 1.) The purpose of this plat is to create ten 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.) The elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988, (Geoid 12A). 9.) Lot to lot drainage shall not be allowed. 10.) All lots comply with the minimum size requirements of the zoning district. 11.) This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 12.) 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. 13.) This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Granite Industries, LLC 161 W 3rd Street, Suite 110 Prosper, TX 75078 ENGINEER KJE Contact: Ian Norfolk 500 Moseley Road Cross Roads, TX 76227 (940) 387-0805 PAGE 1 OF 2 PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY 93 Item 7. 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 APPROVED AND ACCEPTED Approved for preparation of Final Plat ______________________________________ ___________________________ City of Sanger, TX Date Planing and Zoning Commission 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 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 OWNER'S CERTIFICATE & DEDICATION WHEREAS, GRANITE INDUSTRIES, LLC is the owner of two (2) tracts of land out of the Reuben Bebee Survey, Abstract Number 29, situated in Denton County, Texas, Tract One being all of a called Tract 1 - 12.84 acre tract of land conveyed by General Warranty Deed of record in Document Number 2021-164636 of the Official Records of Denton County, Texas, Tract Two being a portion of a called Tract 2 - 14.46 acre tract of land conveyed by said General Warranty Deed and being more particularly described by metes and bounds as follows: TRACT ONE - 12.84 ACRE TRACT BEGINNING, at a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found at the South end of a cutback line at the intersection of the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way) and the East right-of-way line of Sable Creek Boulevard (80' Right-of-way, Cab. W, Pg 369 of the Plat Records of Denton County, Texas), being the Southwest corner of a called Parcel 114 - 0.2123 acre tract of land conveyed to the State of Texas by deed of record in Document Number 2018-131313 of said Official Records, being the Northwest corner of said 12.84 acre tract; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, being the South line of said Parcel 114, also being the common North line of said 12.84 acre tract, the following four (4) courses and distances: 1. N08°36'41"E, a distance of 39.69 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the North end of said cutback line; 2. Along a non-tangent curve to the left, having a radius of 1565.00 feet, a chord bearing of N49°20'03"E, a chord length of 185.29 feet, a delta angle of 06°47'15", an arc length of 185.39 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve; 3. S43°51'44"E, a distance of 6.98 feet to a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found; 4. N45°56'02"E, a distance of 511.02 feet to a 1/2 inch iron rod with yellow plastic cap stamped “SUMMIT SURVEYING” found in the West right-of-way line of Indian Lane, being the West line of a called 1.62 acre tract of land conveyed to Sanger Independent School District by deed of record in Volume 5091, Page 2877 of the Real Property Records of Denton County, Texas, being the Southeast corner of said Parcel 114, also being the Northeast corner of said 12.84 acre tract; THENCE, S43°59'04"E, along the West right-of-way line of Indian Lane, being the common East line of said 12.84 acre tract, a distance of 703.89 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the North corner of Lot 19, Block N of Sabel Creek Addition, Phase I, a subdivision of record in Cabinet W. Page 369 of said Plat Records, being the Southeast corner of said 12.84 acre tract ; THENCE, leaving the West right-of-way line of Indian Lane, along the North lines of Lots 19-31 of said Block N of Sabel Creek Addition, Phase I, the following two (2) courses and distances: 1. S45°53'03"W, a distance of 450.55 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the point of curvature of a non-tangent curve to the right; 2. Along said non-tangent curve to the right, having a radius of 2196.52 feet, a chord bearing of S51°17'41"W, a chord length of 414.97 feet, a delta angle of 10°50'26", an arc length of 415.59 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve, being in the East right-of-way line of Sable Creek Boulevard, also being the Southwest corner of said 12.84 acre tract; THENCE, N32°18'47"W, leaving the North line of said Lot 31, along the East right-of-way line of Sable Creek Boulevard, being the common West line of said 12.84 acre tract, a distance of 673.53 feet to the POINT OF BEGINNING and containing an area of 12.84 Acres, or (559347 Square Feet) of land, more or less. TRACT TWO - 11.29 ACRE TRACT BEGINNING, at a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set in the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way), being in the South line of a called Parcel 124 - 1.0854 acre tract of land conveyed to the State of Texas by Agreed Final Judgement of record in Document Number 2024-80763 of said Official Records, being the Northwest corner of a called 1.06 acre tract of land conveyed to Chup Corporation, Inc. et. al. by deed of record in Document Number 2023-457774 of said Official Records; THENCE, S20°48'30"E, leaving the Southeast right-of-way line of Farm to Market Road Number 455, along the West line of said 1.06 acre tract, a distance of 222.35 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, in part, along the South line of said 1.06 acre tract, in part, along the South line of a called 1.01 acre tract of land conveyed to RF & Sons Properties, LLC by deed of record in Document Number 2024-34930 of said Official Records and in part, along the South line 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, the following two (2) courses and distances: 1. N69°11'30"E, a distance of 257.12 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the point of curvature of a tangent curve to the left; 2. Along said tangent curve to the left, having a radius of 1787.35 feet, a chord bearing of N62°58'21"E, a chord length of 387.40 feet, a delta angle of 12°26'35", an arc length of 388.16 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve, being in the West right-of-way line of Sable Creek Boulevard (80' Right-of-way, Cab. W, Pg 369 of the Plat Records of Denton County, Texas), being the Southeast corner of said 1.10 acre tract, for the Northeast corner hereof; THENCE, S32°18'47"E, along the West right-of-way line of Sable Creek Boulevard, a distance of 475.45 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set in the curving North line of Lot 53, Block E of Sable Creek Addition, Phase 3, a subdivision of record in Document Number 2018-472 of said Plat Records, being the common South line of said 14.46 acre tract, for the Southeast corner hereof; THENCE, leaving the West right-of-way line of Sable Creek Boulevard, along the North lines of Lots 53-41 of said Sable Creek Addition, Phase 3, being the common South line of said 14.46 acre tract, the following two (2) courses and distances: 1. Along a non-tangent curve to the right, having a radius of 2196.52 feet, a chord bearing of S63°57'43"W, a chord length of 394.92 feet, a delta angle of 10°18'55", an arc length of 395.46 feet to a 1/2 inch iron rod found at the point of tangency of said curve; 2. S69°07'31"W, a distance of 511.70 feet to a 1/2 inch iron rod found the East line of Lot 5, Block L of Sable Creek Addition, Phase V, a subdivision of record in Document Number 2023-3 of said Plat Records, being the most Southerly Southwest corner of said 14.46 acre tract; THENCE, N00°56'08"E, along the irregular West line of said 14.46 acre tract, being in part, the common East lines of Lots 5-7 of said Block L, in part, the common East line of Lot 11X, Block K of said Sable Creek Addition, Phase V and in part, the common East line of a called 4.16 acre tract of land conveyed to NS Group Holdings, LLC by deed of record in Document Number 2018-132959 of said Official Records, a distance of 372.26 feet to a 1/2 inch iron rod found at the Northeast corner of said 4.16 acre tract; THENCE, along the irregular North line of said 4.16 acre tract, being the common Irregular West line of said 14.46 acre tract, the following two (2) courses and distances: 1. N87°45'56"W, a distance of 737.87 feet to a 1/2 inch iron rod with yellow plastic cap stamped “METROPLEX 1849" found at the most Westerly Southwest corner of said 14.46 acre tract; 2. N09°25'57"E, a distance of 38.34 feet to a 5/8” iron rod found in the Southeast right-of-way line of Farm to Market Road Number 455, being the Southeast corner of a called Parcel 110 - 0.1980 acre tract of land conveyed to the State of Texas by Deed of record in Document Number 2019-113233 of said Official Records, being the Southwest corner of said Parcel 124; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, being the South line of said Parcel 124, the following three (3) courses and distances: 1. N69°10'37"E, a distance of 281.98 feet to a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found; 2. N20°46'45"W, a distance of 15.08 feet to a 1/2 inch iron rod with pink plastic cap stamped “TXDOT RIGHT OF WAY MARKER” found; 3. N69°11'30"E, a distance of 407.71 feet to the POINT OF BEGINNING and containing an area of 11.29 Acres, or (491,853 Square Feet) of land, more or less. STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, GRANITE INDUSTRIES, LLC, acting herein by and through it duly authorized office, does hereby adopt this plat designating the hereinabove described property as SANGER TOWN CENTER SOUTH, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use foreverby 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: GRANITE INDUSTRIES, LLC 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 TAR - 11/12/2024 1802.021-17 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 VICINITY MAP (NOT TO SCALE) PRELIMINARY PLAT SANGER TOWN CENTER SOUTH LOTS 1-7, BLOCK A LOTS 1-3, BLOCK B 24.13 ACRES REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS FM 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 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Granite Industries, LLC 161 W 3rd Street, Suite 110 Prosper, TX 75078 ENGINEER KJE Contact: Ian Norfolk 500 Moseley Road Cross Roads, TX 76227 (940) 387-0805 PAGE 2 OF 2 PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY Reconcile discrepancy in Tract 2 acreage 94 Item 7. IN D I A N L A N E LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B ////// /// /// /// /// REUBEN BEBEE S U R V E Y , ABSTRACT NO. 2 9 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C0.00 COVER SHEET.DWG LAST SAVED BY: BRANSONBURGER DATE: 11/13/2024 2:18 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: CIVIL ENGINEERING PLANS FOR SANGER TOWN CENTER SOUTH DEVELOPMENT SANGER, TEXAS NOVEMBER 2024 KJE PROJECT #: 240117 KJE WWW.KJE-US.COM CROSSROADS, TEXAS/ PLANO, TEXAS DEVELOPER/OWNER GRANITE INDUSTRIES, LLC 161 W 3RD STREET # 110 PROSPER, TX 75078 310-962-3931 Mike@justlanddevelopment.com 0 500' SCALE: 1" = 1000' 1000'1000' C0.00 COVER SHEET FM 455 W FM 455 W FM 4 5 5 W SANGER HIGH SCHOOL IN D I A N L N IN D I A N L N S A B L E C R E E K B L V D B U R L I N G T O N N O R T H E R N S A N T A F E R A I L R O A D MA R I O N R D I-3 5 N 1 0 T H S T I- 3 5 R A I L R O A D N 5 T H S T N 5 T H S T 95 Item 7. Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C0.00 COVER SHEET.DWG LAST SAVED BY: BRANSONBURGER DATE: 11/13/2024 2:18 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: GENERAL NOTES 1.SITE TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY EAGLE SURVEYING, DATED 10/11/2024. 2.THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL TEXAS 811. 3.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. 4.THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 5.THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM; ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS. 8.ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. 9.ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED IN COMPLIANCE WITH THE LOCAL MUNICIPALITIES' CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. 10.ALL PLANS SHALL COMPLY WITH LOCAL AND/OR NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), OR BEST PRACTICES. 11.FIELD VERIFICATION AND ADJUSTMENTS ARE PERMISSIBLE WITH THE ENGINEER'S WRITTEN APPROVAL. 12.THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT, AS INTENDED AND INTERPRETED BY THE ENGINEER. 13.MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 14.THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A TEXAS LICENSED LAND SURVEYOR. 15.IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE. 16.THE CONTRACTOR SHALL: A.VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. B.EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK. C.PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. D.HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 15.ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF OSHA REGULATIONS FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A LICENSED TEXAS PROFESSIONAL ENGINEER. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK AND SHALL SUBMIT A DEWATERING PLAN DESIGNED AND SEALED BY A LICENSED TEXAS PROFESSIONAL ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTING SITE DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS. 17.ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE UTILITY OWNER. NOTIFY THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 18.CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. 19.MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 20.ALL FRAMES/COVERS WITHIN PAVED AREAS SHALL HAVE THE TOPS SET FLUSH WITH THE EXISTING PAVEMENT GRADE. IN LANDSCAPED AREAS, ALL FRAMES SHALL BE 0.1' ABOVE GRADE. 21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. AS-BUILT PLANS SHOWING ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES. THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADMISSIONS TO THE SATISFACTION OF THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. 22.TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF COMPLETION OF EXCAVATION AND BACKFILL OPERATIONS WITHIN THE EXISTING PAVEMENT LIMITS. 23.CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 24.ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORK DAY. 25.CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 1.BUILDING SILL ELEVATIONS AND SEWER INVERTS ARE APPROXIMATE AND SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. 2.THE MINIMUM SLOPE FOR SANITARY SEWER LATERALS SHALL BE 0.010 FT/FT. 3.PROGRESSION OF WORK: IN GENERAL WORK SHALL PROCEED FROM THE DOWNSTREAM END OF A SEWER LINE SEGMENT TO THE UPSTREAM END OF THE SEGMENT. 4.THE MAXIMUM LENGTH OF OPEN TRENCH SHALL BE LIMITED TO NO MORE THAN THREE PIPE LENGTHS IN A SEWER SEGMENT. 5.THE MINIMUM TRENCH WIDTH SHOULD BE NO LESS THAN 24 INCHES OR ONE FOOT GREATER THAN OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER. 6.THE MINIMUM DEPTH OF COVER ABOVE THE TOP OF PIPE FOR WATER LINE INSTALLATIONS SHALL BE 4 FEET. 7.WATER MAINS AND SERVICES: LOCATIONS SHOWN ARE APPROXIMATE AND ARE INDICATED FOR GENERAL REFERENCE ONLY UNLESS OTHERWISE NOTED. 8.ALL EXISTING UNDERGROUND FEATURES SUCH AS SEPTIC TANKS, LEACH FIELDS, SANITARY SEWERS, ETC. ARE APPROXIMATE ONLY AND ARE INDICATED FOR GENERAL REFERENCE AND DESIGN UNLESS OTHERWISE NOTED. 9.WORK IN PRIVATE PROPERTY: THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER PRIOR TO BEGINNING WORK IN ANY PRIVATELY OWNED AREAS WHICH WILL REQUIRE EASEMENTS FOR CONSTRUCTION. SOIL PREPARATION AND GRADING NOTES 1.THE SOIL BENEATH THE PAVEMENT SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 8 INCH LIFTS AND COMPACTED TO AT LEAST 93% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR), AND TO AT LEAST +3 PERCENTAGE POINTS OF ITS OPTIMUM MOISTURE CONTENT. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY EIKON CONSULTING GROUP. 2.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDINGS. 3.REMOVE EXCESS SOILS FROM THE SITE AND LEGALLY DISPOSE OF THE SOILS. 4.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 5.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 6.THE EXISTING GRADES AND CONTOURS SHOWN IN THESE PLANS REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY EAGLE SURVEYING ON 10/11/2024. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. REFER TO THE GEOTECHNICAL INVESTIGATION FOR THE GEOTECHNICAL RAMIFICATIONS. 7.ALL SLOPES IN UNPAVED AREAS SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 8.REFER TO THE GEOTECHNICAL REPORT FOR COMPLETE INFORMATION ON SOIL CHARACTERISTICS AND ANY OTHER RECOMMENDATIONS NOT CONTAINED HEREIN. PAVING NOTES 1.REFER TO GRADING PLAN FOR SOIL PREPARATION SPECIFICATIONS UNDER PAVEMENT. 2.CONCRETE FOR THE CONCRETE PAVEMENT SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH OF 3,500 PSI, A MINIMUM OF 5.5 SACKS OF PORTLAND CEMENT PER CUBIC YARD, 20% CLASS C FLYASH, 4% TO 6% AIR CONTENT USING AIR ENTRAINING AGENT AS REQUIRED, MID RANGE WATER REDUCING AGENT AND A 5-6” SLUMP. 3.CONCRETE FOR PRIVATE SIDEWALKS, CURBS, GUTTERS AND DRAINAGE STRUCTURES SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH OF 3,000 PSI, A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD, 4% TO 6% AIR CONTENT USING AIR ENTRAINING AGENT AS REQUIRED, 20% CLASS C FLYASH A 5-6 INCH SLUMP. REFER TO CITY OF LINDSAY AND/OR NCTCOG CONSTRUCTION SPECIFICATIONS FOR ALL PUBLIC IMPROVEMENTS. 4.THE MID RANGE WATER REDUCING AGENT ADMIXTURE CONFORMING TO ASTM C-494, TYPE A OR D SHALL BE CHOSEN FROM ONE OF THE FOLLOWING (OR APPROVED EQUAL): EUCON X-20 OR EUCON MR BY EUCLID SIKAMENT NL BY SIKA PLASTIMIX MR BY PROMIX TECHNOLOGIES MIRA 85 BY W.R.GRACE AND CO. POLYHEED 1020 BY DEGUSSA ADMIXTURES THE AMOUNT OF MID RANGE WATER REDUCER SHALL BE AS RECOMMENDED BY THE ADMIXTURE SUPPLIER TO INCREASE THE SLUMP OF THE CONCRETE BY 50 PERCENT OVER THE SLUMP WITHOUT THE ADMIXTURE. THE SLUMP GIVEN IN THE CONCRETE NOTES ARE AT THE POINT OF DISCHARGE. 5.IF THE AIR TEMPERATURE IS GREATER THAN 90 DEGREES WITHIN 24 HOURS AFTER PLACEMENT, HOT WEATHER CONCRETE PROCEDURES SHALL BE USED. THE CONTRACTOR SHALL SUBMIT A PROCEDURE TO THE ENGINEER FOR APPROVAL. THESE PROCEDURES MAY INCLUDE THE FOLLOWING: A.PLACING THE CONCRETE IN THE EARLY MORNING HOURS B.THE USE OF EVAPORATION REDUCER (SEE BELOW) C.THE USE OF MISTING AS A CURING METHOD D.THE USE OF WET BLANKETS AS A CURING METHOD E.THE USE OF A RETARDING ADMIXTURE (NOT PREFERABLE) 6.ANY CONCRETE TO BE PLACED FURTHER THAN 16 FEET FROM THE END OF A CONCRETE TRUCK SHALL BE PUMPED WITH A COMMERCIAL CONCRETE PUMPING TRUCK OR OTHER PLACEMENT METHOD APPROVED BY THE ENGINEER. THE CONCRETE TRUCK SHALL NOT BE ALLOWED TO DRIVE OVER THE SUBGRADE OR THE PAVEMENT REINFORCEMENT UNLESS APPROVED BY THE ENGINEER. 7.REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A.S.T.M. A-615 GRADE 60. 8.REINFORCING BARS, BAR SUPPORTS, AND SPACERS SHALL BE DETAILED AND PROVIDED IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL. CHAIRS SHALL NOT BE PLACED FURTHER THAN 4 FEET APART. BAR SUPPORTS SHALL BE THE FOLLOWING DAYTON/RICHMOND PRODUCTS (800-745-3703) OR EQUAL: A.AT CONCRETE PAVEMENT: (CONCRETE THICKNESS MINUS 1 1/2 INCHES) HIGH, TYPE R21, OR TYPE BBP 9.MASTER BUILDERS CONFILM OR EUCOBAR EVAPORATION REDUCERS SHALL BE USED AFTER EACH FINISHING OPERATION ON THE CAST-IN-PLACE CONCRETE PAVEMENT UNLESS PRIOR APPROVAL FROM THE ENGINEER HAS BEEN OBTAINED TO NOT USE THIS PRODUCT. 10.SAWCUTS IN CONCRETE PAVEMENT SHALL BE MADE AS SOON AS THE CONCRETE IS OF SUFFICIENT STRENGTH TO SAW WITHOUT RAVELING THE AGGREGATE. ANY TIME LAPSE GREATER THAN 8 HOURS AFTER PLACING THE CONCRETE SHALL BE PERMITTED ONLY IF APPROVED BY THE ENGINEER. 11.NO PIPING OR CONDUITS SHALL BE INSTALLED IN ANY CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER. 12.PAVING CONTRACTOR IS RESPONSIBLE FOR ALL LAY DOWN CURBS AT INTERSECTIONS WHERE BARRIER FREE RAMPS ARE TO BE CONSTRUCTED. 13.THE CONTRACTOR SHALL PROVIDE, CONSTRUCT AND MAINTAIN BARRICADES AND SIGNS IN ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 14.SAWCUTS SHALL HAVE A MAXIMUM SPACING OF 15' EACH WAY. 15.EXPANSION JOINTS SHALL BE SMOOTH DOWEL JOINTS WITH THE PAVEMENT THICKNESS INCREASED BY 25%. ONE END OF DOWELS TO BE GREASED AND CAPPED AND USE 1” EXPANSION JOINT MATERIAL IN THE JOINT. REDWOOD OR OTHER RIGID MATERIAL SHOULD BE AVOIDED. SPACE EXPANSION JOINTS BETWEEN 80' AND 100' APART AND AT ALL LOCATIONS IN WHICH LARGE PAVEMENT SECTIONS INTERSECT SMALLER SECTIONS. 16.ALL JOINTS & SAWCUTS MUST BE SEALED WITH A BITUMINOUS JOINT SEALANT OR APPROVED EQUAL. 17.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS FROM THE CITY OF SANGER AND TXDOT BEFORE CONSTRUCTION WITHIN CITY RIGHT-OF-WAY. 18.ALL DIMENSIONS ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED. 19.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF SANGER PUBLIC WORKS SPECIFICATIONS AND/OR NCTCOG STANDARDS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE <UTILITY OWNER> FOR THE CONNECTIONS TO THE EXISTING WATER MAIN. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTIONS MATERIAL SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE PROJECT MANAGER. 9.THE LOCATION (HORIZONTAL & VERTICAL) OF ALL UTILITY LEAD-INS TO THE BUILDING SHALL BE VERIFIED WITH THE BUILDING MECHANICAL PLANS. 10.MATCH ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 11.UNDERGROUND TELEPHONE LINE SHALL BE WITHIN 3” OF CONDUIT, BURIED A MINIMUM OF 24”, AND TERMINATING AT RIGHT-OF-WAY WITH PULL STRING AND FLAG. 12.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 13.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 14.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR WHEN CROSSING 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 15.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 16.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 17.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH AT 3000 P.S.I. 18.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE ON ALL WATERLINES. 19.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 20.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOIST AT LEAST 10 FEET ON BOTH SIDES OF CROSSING. THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.OWNER/CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHALL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. EROSION CONTROL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR 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. 3.LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES (INCLUDING STORM WATER POLLUTION PREVENTION PLAN.) THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED TPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. 4.PRIOR TO COMMENCING ANY CONSTRUCTION, A CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE SHALL BE INSTALLED AT THE LOCATIONS SHOWN, OR AS DESCRIBED IN THE SWPPP. 5.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. 6.IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 7.AS INLETS ARE COMPLETED, TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED. 8.AT THE COMPLETION OF THE PAVING AND FINAL GRADING, THE DISTURBED AREA(S) SHALL BE RE-VEGETATED IN ACCORDANCE WITH THE SWPPP. 9.THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND EXCAVATED SLOPES SHALL BE AS INDICATED WITHIN THE SWPPP. PLANT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE AND SOIL CONDITIONS. IN GENERAL, HYDROSEEDING OR SODDING BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY 1 TO AUGUST 30). WINTER RYE OR FESCUE GRASS MAY BE PLANTED DURING TIMES OTHER THAN THE SUMMER MONTHS AS A TEMPORARY MEASURE UNTIL SUCHTIME AS THE PERMANENT PLANTING CAN BE MADE. 10.SILT FENCE AND INLET SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL RE-VEGETATION HAS BEEN COMPLETED. 11.DISTURBED AREAS THAT ARE SEEDED OR SODDED SHALL BE CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY MAINTAINED. DISTURBED AREAS SHALL BE WATERED, FERTILIZED, AND RESEEDED OR RESODDED, IF NECESSARY. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 12.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIN BEFORE IT IS 50% FULL, IF IMPLEMENTED BY THE SWPPP. 13.FREQUENT INSPECTIONS OF THE SILT FENCE SHALL BE MADE. ALL REPAIRS OR REPLACEMENTS SHALL BE MADE IMMEDIATELY. 14.THE CONTRACTOR SHALL INSPECT HIS STABILIZATION AND EROSION CONTROL MEASURES AT MINIMUM OF ONCE EVERY 14 DAYS, AND WITHIN 24 HOURS OF ANY STORM EVENT GREATER THAN 0.5 INCHES. THE CONTRACTOR SHALL REPAIR INADEQUACIES REVEALED BY THE INSPECTION BEFORE THE NEXT STORM EVENT AND SHALL MODIFY HIS SWP3 WITHIN 7 DAYS OF THE INSPECTION. ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF WHEN IT REACHES A DEPTH OF SIX (6) INCHES. 15.CONTRACTOR SHOULD ATTAIN A 75% BERMUDA COVERING BY SEEDING OR SODDING OVER ALL AFFECTED CONSTRUCTION AREAS BEFORE EROSION CONTROL CAN BE REMOVED. 16.CONTRACTOR IS RESPONSIBLE FOR PREPARING, FILING, & MAINTAINING THE SWPPP & THE NOI. 17.WHERE SILT FENCE CAN NOT BE USED, THE CONTRACTOR MAY SUBSTITUTE WITH THE FOLLOWING: -TRIANGULAR SEDIMENT FILTER DIKE PER NCTCOG SPEC 1050A -"TEXAS POWER MULCH" MULCH FILLED FILTER SOCK 18.THE CONTRACTOR SHALL REFER TO EROSION CONTROL NARRATIVE AND SWPPP COORDINATION/INVESTIGATION DOCUMENTATION PROVIDED BY OTHERS FOR APPROPRIATE EROSION CONTROL MEASURES AND PROCEDURES FOR THIS PROJECT. C0.01 GENERAL NOTES Commercial/Industrial streets shall be constructed with an eight inch thickness of 4,000 psi reinforced concrete pavement on a compacted sub-base per Ordinance § 10.106(b)(2)(B)(ii) 96 Item 7. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U C L C L 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 C L C L C L C L C L C L C L C L C L C L C L OHU OHU REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. SABLE CREEK, PHASE V DOC. NO. 2023-3 P.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 110 - 0.1980 ACRES STATE OF TEXAS DOC.NO. 2019-113233, O.R.D.C.T. FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' 1/2" CIRF "METROPLEX 1849" 1/2" CIRF "EAGLE SURVEYING" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "SUMMIT SURVEYING" CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) I N D I A N L A N E 1/2" CIRF "TxDOT R.O.W. MARKER" CALLED TRACT 1 - 12.84 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2021-164636 O.R.D.C.T. CALLED TRACT 2 - 14.46 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2021-164636 O.R.D.C.T. LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 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 S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' S 69°0 7 ' 3 1 " W 5 1 1 . 7 0 ' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' N 87°45'56" W 737.87' N 69°1 0 ' 3 7 " E 2 8 1 . 9 8 ' N 69°1 1 ' 3 0 " E 4 0 7 . 7 1 ' N 4 5 ° 5 6 ' 0 2 " E 5 1 1 . 0 2 ' S 4 3 ° 5 9 ' 0 4 " E 7 0 3 . 8 9 ' S 4 5 ° 5 3 ' 0 3 " W 4 5 0 . 5 5 ' N 3 2 ° 1 8 ' 4 7 " W 6 7 3 . 5 3 ' C2 C3 C4 L1 L 2 L3 L 4 5/8" IRF CIRS CIRS 1/2 IRF 1/2" IRF 1/2" IRF CIRS 1/2" CIRF "EAGLE SURVEYING" CIRS 1/2" CIRF "TxDOT R.O.W. MARKER" BLOCK B BLOCK A VARIABLE WIDTH DETENTION EASEMENT 15' DRAINAGE EASEMENT 20' UTILITY EASEMENT 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 . S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' LOT 1 1.37 ACRES 59,856 SQ.FT. LOT 2 0.82 ACRES 35,642 SQ.FT. LOT 3 0.85 ACRES 36,920 SQ.FT. LOT 4 1.19 ACRES 51,939 SQ.FT. LOT 5 2.41 ACRES 105,080 SQ.FT. LOT 6 2.14 ACRES 93,419 SQ.FT. LOT 7 4.05 ACRES 176,492 SQ.FT. N 69°1 1 ' 3 0 " E 2 5 7 . 1 2 ' CIRS 15' DRAINAGE EASEMENT BY SEP. INST. 13.5' ACCESS & UTILITY EASEMENT 13.5' ACCESS & UTILITY EASEMENT C1 27' ACCESS & UTILITY EASEMENT BY SEP. INST.13.5' ACCESS & UTILITY EASEMENT BY SEP. INST. 15' UTILITY EASEMENT 15' UTILITY EASEMENT 15' DRAIANGE EASEMENT LOT 1 3.11 ACRES 135,280 SQ.FT. LOT 2 4.56 ACRES 198,818 SQ.FT. LOT 3 3.62 ACRES 157,755 SQ.FT. 27' ACCESS & UTILITY EASEMENT 27' ACCESS & UTILITY EASEMENT 27' ACCESS & UTILITY EASEMENT 15' UTILITY EASEMENT S 4 6 ° 4 8 ' 4 7 " E 1 2 8 . 8 3 ' S 3 9 ° 2 0 ' 2 6 " E 3 3 1 . 4 7 ' S 4 4 ° 0 8 ' 4 0 " E 4 4 7 . 8 0 ' S 4 4 ° 0 8 ' 2 3 " E 2 5 6 . 0 0 ' S 4 3 ° 5 6 ' 2 8 " E 2 5 2 . 6 0 ' S 4 4 ° 0 8 ' 2 3 " E 2 4 0 . 6 9 ' N 57 ° 4 6 ' 1 3 " E 1 4 4 . 8 1 ' N 50 ° 3 9 ' 3 4 " E 1 3 4 . 1 9 ' N 50 ° 3 9 ' 3 4 " E 1 4 4 . 5 7 ' N 47 ° 4 8 ' 2 2 " E 1 1 6 . 3 1 ' N 4 5 ° 0 8 ' 4 8 " E 29. 0 7 ' N 4 5 ° 5 2 ' 1 2 " E 2 0 2 . 6 3 ' S 3 1 ° 4 5 ' 2 7 " E 2 7 0 . 5 7 ' S 2 1 ° 0 7 ' 1 5 " E 1 9 5 . 1 4 ' 233 . 9 0 ' 216 . 6 5 ' 4 7 5 . 5 4 ' 1 9 7 . 9 9 ' 18. 3 3 ' 144 . 9 3 ' 144 . 4 3 ' 203 . 3 2 ' 2 5 5 . 7 8 ' 4 4 8 . 1 1 ' 408 . 7 8 ' 6.8 1 ' 112 . 8 5 ' 3.46 ' 55.3 3 ' 89.2 3 ' 326.1 6 ' 62.00' 27.78' 367.6 8 ' CIRS S 20°48'30" E 81.13' S 69°07'19" W 17.23' So u t h 35 . 9 4 ' 6 5 6 65 7 6 5 8 659 6 6 0 6 6 1 6 6 2 66 3 6 6 4 6 6 5 6 6 6 66 7 66 8 6 6 9 670 671 675 674 673 672 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 681 68 2 6 8 2 68 3 68 4 68 5 68 6 68 7 68 8 68 9 69 0 69 0 6 8 9 68 8 6 8 7 6 8 6 6 8 9 6 8 8 6 8 7 6 8 6 68 5 6 9 0 69 1 68 4 68 3 6 8 2 68 1 68 0 68 1 68 2 679 6 6 6 66 7 668 669 670 67 1 6 7 2 65 5 65 4 6 5 3 CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 388.16'1787.35'12°26'35"N 62°58'21" E 387.40' C2 395.46'2196.52'10°18'55"S 63°57'43" W 394.92' C3 185.39'1565.00'6°47'15"N 49°20'03" E 185.29' C4 415.59'2196.52'10°50'26"S 51°17'41" W 414.97' LINE TABLE LINE BEARING DISTANCE L1 N 09°25'57" E 38.34' L2 N 20°46'45" W 15.08' L3 N 08°36'41" E 39.69' L4 S 43°51'44" E 6.98' N TAR - 11/12/2024 1802.021-xx 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 1" = 100' 0 10050 LEGEND Electric Box Electric Meter Electric Vault Electric Transformer Guy Wire Power Pole Light Pole Cable Riser Buried Cable Sign Buried Gas Utility Sign Gas Meter Gas Utility Mark Sanitary Manhole Telecommunications Riser Telecommunications Vault Fiber Optic Utility Sign Telecommunications Utility Mark Water Meter Water Valve Fire Hydrant Sign Tree Grate Inlet SD OHU /// Overhead Utilities Storm Drain Line Edge of Asphalt Edge of Gravel Concrete Boundary Monumentation CIRS 1/2" Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found R.O.W.Right-of-way D.R.D.C.T.Deed Records, Denton County, Texas ( )Record Call VOL. PG. Volume Page DOC. NO.Document Number CAB.Cabinet Stamped "Eagle Surveying" O.R.D.C.T.Official Records, Denton County, Texas P.R.D.C.T.Plat Records, Denton County, Texas R.P.R.D.C.T.Real Property Records, Denton County, Texas Stone VICINITY MAP (NOT TO SCALE) PRELIMINARY PLAT SANGER TOWN CENTER SOUTH LOTS 1-3, BLOCK A LOTS 1-7, BLOCK B 24.13 ACRES REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS FM 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 1.) The purpose of this plat is to create ten 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.) The elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988, (Geoid 12A). 9.) Lot to lot drainage shall not be allowed. 10.) All lots comply with the minimum size requirements of the zoning district. 11.) This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 12.) 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. 13.) This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Granite Industries, LLC 161 W 3rd Street, Suite 110 Prosper, TX 75078 ENGINEER KJE Contact: Ian Norfolk 500 Moseley Road Cross Roads, TX 76227 (940) 387-0805 PAGE 1 OF 2 97 Item 7. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION C L C L 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 C L C L C L C L C L C L C L C L C L C L C L /// /// /// /// /// /// /// /// /// // / /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 2283 2282 2281 2280 2279 2278 227722762275 2274 22732272 2271 2270 22692268 2267 22662265 2263 22622261 22602259 2258 2257 22562255 2254 2253 22522251 2250 2249 2248 2247 2246 2245 2244 2242 2241 2240 2239 2238 2235 2234 2233 2232 2231 2230 2229 2228 2227 2226 2225 2224 2223 2222 2221 2220 2219 2218 2217 2216 2215 2214 2213 2212 2211 2210 2209 2208 2207 2206 2205 2204 2203 2202 2201 2200 2199 2198 2196 2194 2193 2192 2191 2190 2189 2187 2186 2185 2184 2181 21802179 2178 2177 2176 2175 22782277 2243 2237 2236 2230 2197 2195 2188 2183 2182 2264 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. CALLED 17.893 ACRES SABLE CREEK PARTNERS, LTD. DOC. NO. 2017-55475 O.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' TBM X-CUT N:7183344.5 E:2377322.3 ELEV:687.2' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 124E - 0.0027 ACRES DRAINAGE EASEMENT - STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) 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 LIMITS OF TOPOGRAPHIC EXHIBIT 10/02/2024 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 40 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 EXISTING TREES TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING TREES TO BE MOVED OR REMOVED PORTION OF MEDIAN TO BE REMOVED TELEPHONE STRUCTURE TO BE MOVED 6 9 0 6 8 6 6 8 7 68 8 6 8 9 68 0 68 5 679 68 1 68 2 68 3 68 4 68 6 68 7 68 8 68 9 685 690 68 1 6 8 2 683 684 6 8 6 687 688 689 691 692 693 680 678 679 676 677 676 67 5 6 7 6 6 7 5 6 8 0 6 8 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 1 6 8 2 6 8 3 6 8 3 6 8 3 6 8 4 6 8 6 6 8 7 6 8 8 68 9 683 670 66 6 66 7 6 6 8 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 6 6 0 66 5 6 5 6 6 5 7 6 5 8 6 5 9 66 1 662 6 6 3 6 6 4 66 0 66 5 67 0 658 65 9 66 1 66 2 66 3 66 4 66 6 66 7 66 8 66 9 67 1 67 2 67 3 674 675 676 677 678 679 66 5 67 0 6 6 6 66 7 66 8 66 9 67 1 6 7 2 6 7 3 6 7 4 662 TREE TABLE I.D.COMMON NAME DBH (INCHES) 2175 HACKBERRY 8 2176 HACKBERRY 14 2177 HACKBERRY 8 2178 HACKBERRY 10 2179 HACKBERRY 8 2180 HACKBERRY 14 2181 HACKBERRY 14 2182 HACKBERRY 8 2183 HACKBERRY 6 2184 HACKBERRY 8 2185 HACKBERRY 10 2186 HACKBERRY 6 2187 HACKBERRY 6 2188 HACKBERRY 22 2189 HACKBERRY 8 2190 HACKBERRY 12 2191 HACKBERRY 14 2192 HACKBERRY 24 2193 HACKBERRY 6 2194 HACKBERRY 6 2195 HACKBERRY 8 2196 WILLOW 26 2197 PINE 18 2198 PINE 18 2199 PINE 16 2200 PINE 14 2201 PINE 12 2202 OAK 6 CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 388.16'1787.35'12°26'35"N 62°58'21" E 387.40' C2 395.46'2196.52'10°18'55"S 63°57'43" W 394.92' C3 185.39'1565.00'6°47'15"N 49°20'03" E 185.29' C4 415.59'2196.52'10°50'26"S 51°17'41" W 414.97' LINE TABLE LINE BEARING DISTANCE L1 N 09°25'57" E 38.34' L2 N 20°46'45" W 15.08' L3 N 08°36'41" E 39.69' L4 S 43°51'44" E 6.98' TREE TABLE I.D.COMMON NAME DBH (INCHES) 2203 OAK 6 2204 PINE 14 2205 PINE 16 2206 PINE 14 2207 PINE 14 2208 LIVE OAK 8 2209 OAK 6 2210 OAK 6 2211 LIVE OAK 8 2212 LIVE OAK 6 2213 HACKBERRY 26 2214 HACKBERRY 10 2215 HACKBERRY 14 2216 HACKBERRY 6 2217 HACKBERRY 10 2218 HACKBERRY 6 2219 HACKBERRY 8 2220 HACKBERRY 10 2221 HACKBERRY 14 2222 HACKBERRY 6 2223 HACKBERRY 28 2224 HACKBERRY 20 2225 HACKBERRY 6 2226 HACKBERRY 6 2227 HACKBERRY 36 2228 HACKBERRY 12 2229 HACKBERRY 6 TREE TABLE I.D.COMMON NAME DBH (INCHES) 2230 HACKBERRY 8 2231 HACKBERRY 6 2232 HACKBERRY 12 2233 HACKBERRY 28 2234 HACKBERRY 26 2235 HACKBERRY 6 2236 HACKBERRY 6 2237 HACKBERRY 6 2238 HACKBERRY 6 2239 HACKBERRY 24 2240 HACKBERRY 16 2241 HACKBERRY 26 2242 HACKBERRY 28 2243 CEDAR 6 2244 HACKBERRY 12 2245 HACKBERRY 16 2246 HACKBERRY 14 2247 HACKBERRY 10 2248 HACKBERRY 10 2249 HACKBERRY 12 2250 HACKBERRY 12 2251 HACKBERRY 12 2252 HACKBERRY 10 2253 HACKBERRY 8 2254 HACKBERRY 10 2255 HACKBERRY 6 2256 HACKBERRY 10 TREE TABLE I.D.COMMON NAME DBH (INCHES) 2257 HACKBERRY 8 2258 HACKBERRY 10 2259 HACKBERRY 6 2260 HACKBERRY 14 2261 HACKBERRY 10 2262 HACKBERRY 8 2263 HACKBERRY 6 2264 HACKBERRY 8 2265 HACKBERRY 10 2266 HACKBERRY 8 2267 HACKBERRY 6 2268 HACKBERRY 18 2269 HACKBERRY 10 2270 HACKBERRY 12 2271 HACKBERRY 8 2272 HACKBERRY 6 2273 HACKBERRY 8 2274 HACKBERRY 8 2275 HACKBERRY 6 2276 HACKBERRY 6 2277 HACKBERRY 8 2278 HACKBERRY 10 2279 ELM 6 2280 ELM 8 2281 HACKBERRY 6 2282 HACKBERRY 14 2283 HACKBERRY 8 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C1.01 EXISTING CONDITIONS.DWG LAST SAVED BY: BRANSONBURGER DATE: 11/13/2024 11:36 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C0.03 OVERALL EXISTING CONDITIONS 0 50' SCALE: 1" = 100' 100'100' LEGEND - EXISTING CONDITIONS LOT BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING ROAD EXISTING TREE EXISTING CONCRETE TO BE REMOVED 690 689 98 Item 7. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION C L C L 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 C L C L C L C L C L C L C L C L C L C L C L /// /// /// /// /// /// /// /// /// // / /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. CALLED 17.893 ACRES SABLE CREEK PARTNERS, LTD. DOC. NO. 2017-55475 O.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 124E - 0.0027 ACRES DRAINAGE EASEMENT - STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.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 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 40 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 I N D I A N L A N E 2 10 9 9 10 9 10 7 10 8 7 10 10 6 T H C H C H C H C H C N0PARK ING NO PAR K I N G NO PAR K I N G DELIV E R Y 11 11 10 7 LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B 2 0 2 ' 85' 198 ' 2 0 5 ' 121' 8 6 ' 8 6 ' 2 6 ' 26' 26' 8 5 ' 85' 84' 1 9 5 ' 1 9 2 ' 86' 26' 1 7 7 ' 214' 26' 1 7 7 ' R3 0 ' R30' R3 0 ' R30' R30' R3 0 ' R3 0 ' R30' R3 0 ' R30' R3 0 ' R3 0 ' R3 0 ' R30' R30' R3 0 ' R3 0 ' R30' R3 0 ' R 1 7 7 4 ' R 1 7 8 7 ' 1 7 2 ' 123' 323 ' 313 ' 85' 3 4 ' 3 8 ' STORM EASEMENT UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT 4 6 ' 3 4 ' 4 3 5 ' 2 4 2 ' 188 ' 262 ' 189 ' 201' 171 ' 2 6 ' 3 4 2 ' 4 3 3 ' 367' 394' REGIONAL DETENTION POND S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' S 69°0 7 ' 3 1 " W 5 1 1 . 7 0 ' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' N 87°45'56" W 737.87' N 69°1 0 ' 3 7 " E 2 8 1 . 9 8 ' N 69°1 1 ' 3 0 " E 4 0 7 . 7 1 ' L1 L 2 L5 L 6 1 7 3 ' 2 6 ' S 4 4 ° 0 8 ' 4 0 " E 4 4 7 . 6 8 ' S 3 9 ° 2 0 ' 2 6 " E 3 3 1 . 4 7 ' S 4 6 ° 4 8 ' 4 7 " E 1 2 8 . 8 3 ' S 4 4 ° 0 8 ' 2 3 " E 2 4 0 . 6 9 ' S 4 3 ° 5 6 ' 2 8 " E 2 5 2 . 6 0 ' N 2 1 ° 0 7 ' 1 5 " W 1 9 5 . 1 4 ' N 3 1 ° 4 5 ' 2 7 " W 2 7 0 . 5 7 ' S 2 0 ° 4 8 ' 3 0 " E 8 1 . 1 3 ' S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' N69°1 1 ' 3 0 " E 206.88 ' N 2 5 ° 5 1 ' 0 4 " W 2 2 2 . 3 5 ' S 4 3 ° 5 9 ' 0 4 " E 4 4 8 . 2 1 ' S 4 3 ° 5 8 ' 5 4 " E 2 5 5 . 6 7 ' S45 ° 5 3 ' 0 3 " W 450 . 5 5 ' N45 ° 5 6 ' 0 2 " E 144 . 4 3 ' N45 ° 5 6 ' 1 2 " E 203 . 3 3 ' S 4 4 ° 0 8 ' 2 3 " E 2 5 6 . 0 0 ' N45 ° 5 0 ' 2 6 " E 202 . 6 3 ' N46 ° 0 7 ' 4 6 " E 69. 6 4 ' S 3 2 ° 1 8 ' 4 7 " E 1 9 7 . 9 9 ' S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 5 4 ' N69°1 1 ' 3 0 " E 206.88 ' N45 ° 5 6 ' 0 2 " E 144 . 9 3 ' N50 ° 3 9 ' 3 4 " E 144 . 5 7 ' N50 ° 3 9 ' 3 4 " E 134 . 1 9 ' N57° 4 6 ' 1 3 " E 144. 8 1 ' S 3 2 ° 1 8 ' 4 7 " E 1 9 0 . 4 2 ' L3 L4 L8 L9 L10 L7 C1 C2 C3 C4 C5 C6 C7 C8 C10 C9S A B L E C R E E K B L V D R2' R 2 ' R2' R 2 '59' 56' 167' 56' 59' 168' Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C1.00-SITE.DWG LAST SAVED BY: BRANSONBURGER DATE: 11/13/2024 2:17 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C1.00 OVERALL SITE PLAN 0 50' SCALE: 1" = 100' 100'100' PROPOSED 6" THICK CONCRETE PAVEMENT LEGEND - SITE PLAN LOT BOUNDARY PARKING SPACES BUILDING DETENTION POND SEE BELOW FOR CLOSE UP 0 10' SCALE: 1" = 20' 20'20' LINE TABLE LINE BEARING DISTANCE L1 N 09°25'57" E 38.34' L2 N 20°46'45" W 15.08' L5 N 08°36'41" E 39.69' L6 S 43°51'44" E 6.98' L3 N 69°11'30" E 50.31' L4 S 77°57'10" E 45.34' L7 N 45°56'02" E 18.33' L8 N 50°39'34" E 43.29' L9 N 45°13'20" E 32.53' L10 N 69°11'30" E 50.24' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 137.79'1565.00'5°02'40"N 66°40'10" E 137.74' C2 173.24 1565.00'6°20'33"N 60°58'33" E 173.15' C3 62.00'1787.35'1°59'15"N 68°12'01" E 62.00' C4 95.42'N 65°40'37" E 95.411787.35' C5 230.74'7°23'47"N 60°26'57" E 230.57'1787.35' C6 27.78'0°43'28"N 68°45'26" E 27.78'2196.52' C7 367.68'9°35'27"367.25' C8 185.39'6°47'15"185.29'1565.00' C9 408.78'10°39'46"408.19'2196.52' C10 6.81'0°10'40"6.81'2196.52' 3°03'32" N 63°35'59" E N 49°20'03" E N 53°35'10" E N 45°57'48" E 2196.52' Driveway returns onto commercial and industrial property shall be a minimum of fifteen feet (15') and a maximum of twenty-five feet (25') except in special cases per ordinance § 10.106(b)(3)(C) This is referred to as a detention easement by the preliminary plat. Please verify 99 Item 7. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X /// /////////////////////////////////////////////////////////////////////////// // / LO T 7 LO T 6 LO T 5 4 10 11 7 LI N E A R P A R K LI N E A R P A R K CO U R T Y A R D GATE FE N C E FE N C E FENCE 7 11 13 11 11 2 S 69°07'31" W 511.70' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' S2 0 ° 4 8 ' 3 0 " E 81 . 1 3 ' Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C1.00-SITE.DWG LAST SAVED BY: BRANSONBURGER DATE: 11/13/2024 2:17 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C1.01 DETENTION POND 0 10' SCALE: 1" = 20' 20'20' PROPOSED 6" THICK CONCRETE PAVEMENT LEGEND - SITE PLAN LOT BOUNDARY PARKING SPACES BUILDING DETENTION POND 100 Item 7. I N D I A N L A N E LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION C L C L 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 C L C L C L C L C L C L C L C L C L C L C L /// /// /// /// /// /// /// /// /// // / /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. CALLED 17.893 ACRES SABLE CREEK PARTNERS, LTD. DOC. NO. 2017-55475 O.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 124E - 0.0027 ACRES DRAINAGE EASEMENT - STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) 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 LIMITS OF TOPOGRAPHIC EXHIBIT 10/02/2024 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 40 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C2.00-PAVE.DWG LAST SAVED BY: IANNORFOLK DATE: 11/13/2024 1:30 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C2.00 OVERALL PAVING PLAN 0 50' SCALE: 1" = 100' 100'100' LOT BOUNDARY DETENTION POND PROPOSED 6" THICK CONCRETE PAVEMENT LEGEND - PAVING PLAN PAVING NOTES 1.REFER TO SOIL PREPARATION & GRADING" NOTES ON THE GRADING PLAN FOR SOIL PREPARATION SPECIFICATIONS UNDER PAVEMENT. 2.CONCRETE FOR THE CONCRETE PAVEMENT SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH OF 4,000 PSI, A MINIMUM OF 5.5 SACKS OF PORTLAND CEMENT PER CUBIC YARD, 20% MAX CLASS C FLY ASH, 4% TO 6% AIR CONTENT USING AIR ENTRAINING AGENT AS REQUIRED, MID RANGE WATER REDUCING AGENT AND A 4” MAX SLUMP. 3.IF THE AIR TEMPERATURE IS GREATER THAN 90 DEGREES WITHIN 24 HOURS AFTER PLACEMENT, HOT WEATHER CONCRETE PROCEDURES SHALL BE USED. THE CONTRACTOR SHALL SUBMIT A PROCEDURE TO THE ENGINEER FOR APPROVAL. IN ADDITION TO MEMBRANE CURING COMPOUND, THESE PROCEDURES MAY INCLUDE THE FOLLOWING: A.PLACING THE CONCRETE IN THE EARLY MORNING HOURS B.THE USE OF EVAPORATION REDUCER (SEE BELOW) C.THE USE OF MISTING AS A CURING METHOD D.THE USE OF WET BLANKETS AS A CURING METHOD E.THE USE OF A RETARDING ADMIXTURE (NOT PREFERABLE) CONCRETE SHALL NOT BE PLACED WHEN AIR TEMPERATURE IS LESS THAN 40°F AND FALLING, BUT MAY BE PLACED WHEN THE AIR TEMPERATURE IS 35°F AND RISING. 4.FOUR CONCRETE CYLINDERS SHALL BE MADE FOR EVERY 75 CUBIC YARDS, ONE TO BE TESTED AT 7 DAYS, TWO AT 28 DAYS, AND ONE TO HOLD. THE CONCRETE SLUMP, TEMPERATURE, AND AIR CONTENT SHALL BE MEASURED EVERY TIME A SET OF FOUR CYLINDERS IS MADE. 5.ANY CONCRETE TO BE PLACED FURTHER THAN 16 FEET FROM THE END OF A CONCRETE TRUCK SHALL BE PUMPED WITH A COMMERCIAL CONCRETE PUMPING TRUCK OR OTHER PLACEMENT METHOD APPROVED BY THE ENGINEER. THE CONCRETE TRUCK SHALL NOT BE ALLOWED TO DRIVE OVER THE SUBGRADE OR THE PAVEMENT REINFORCEMENT UNLESS APPROVED BY THE ENGINEER. 6.REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A.S.T.M. A-615 GRADE 60. 7.REINFORCING BARS, BAR SUPPORTS, AND SPACERS SHALL BE DETAILED AND PROVIDED IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL. CHAIRS SHALL NOT BE PLACED FURTHER THAN 4 FEET APART. BAR SUPPORTS SHALL BE THE FOLLOWING DAYTON SUPERIOR PRODUCTS (800-745-3703) OR EQUAL: A.AT CONCRETE PAVEMENT: (1/2 OF CONCRETE THICKNESS) HIGH, TYPE R21, OR TYPE BBP 9.MASTER BUILDERS CONFILM OR EUCOBAR EVAPORATION REDUCERS SHALL BE USED AFTER EACH FINISHING OPERATION ON THE CAST-IN-PLACE CONCRETE PAVEMENT UNLESS PRIOR APPROVAL FROM THE ENGINEER HAS BEEN OBTAINED TO NOT USE THIS PRODUCT. 10.SAWCUTS IN CONCRETE PAVEMENT SHALL BE MADE AS SOON AS THE CONCRETE IS OF SUFFICIENT STRENGTH TO SAW WITHOUT RAVELING THE SURFACE. ALL SAWING OPERATIONS SHALL BE CONDUCTED AND COMPLETED WITHIN FIVE (5) TO EIGHT (8) HOURS AFTER CONCRETE PLACEMENT. ANY TIME LAPSE GREATER THAN 8 HOURS AFTER PLACING THE CONCRETE SHALL BE PERMITTED ONLY IF APPROVED BY THE ENGINEER. 11.NO PIPING OR CONDUITS SHALL BE INSTALLED IN ANY CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER. 12.PAVING CONTRACTOR IS RESPONSIBLE FOR ALL LAY DOWN CURBS AT INTERSECTIONS WHERE BARRIER FREE RAMPS ARE TO BE CONSTRUCTED. 13.THE CONTRACTOR SHALL PROVIDE, CONSTRUCT AND MAINTAIN BARRICADES AND SIGNS IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 14.SAWCUTS IN CONCRETE PAVING SHALL HAVE A MAXIMUM SPACING OF 15' EACH WAY. ALL JOINTS SHALL BE SEALED WITH SEALANT. 15.ALL CONTROL, CONSTRUCTION AND EXPANSION JOINTS MUST BE SEALED WITH A JOINT SEALANT. 16.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS FROM CITY, COUNTY OR STATE BEFORE CONSTRUCTION IN THE RIGHT-OF-WAY. 17.ALL DIMENSIONS ARE TO THE BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 18.MANHOLES AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. 8" - 3,500 PSI CONCRETE PAVING WITH #4 BARS, 18" OCEW OVER 6" OF TXDOT ROAD BASE COMPACTED TO 95% STANDARD PROCTOR OVER SUBBASE SCARIFIED TO A DEPTH OF 6" AND RECOMPACTED TO 95% STANDARD PROCTOR (PAVEMENT SECTION PENDING GEOTECH REPORT RECOMMENDATIONS.) Commercial/Industrial streets shall be constructed with an eight inch thickness of 4,000 psi reinforced concrete pavement on a compacted sub-base per Ordinance § 10.106(b)(2)(B)(ii) 101 Item 7. I N D I A N L A N E R E T A I L / R E S T A U R A N T 2 2 , 8 2 9 S F P A R K = 1 1 8 L O T A R E A = 1 0 5 , 4 3 3 S F 70' 15. 4 ' 2 10 9 9 10 9 10 7 10 8 7 10 10 6 T P A R K I N G R A T I O 1 : 1 9 3 S F H C H C H C H C H C McDonalds L 7 11 L A N D S C A P E 9 3 L 9 L L TR TR TR L 8 4 TR 4 10 12 9 5 5 S I G N Q S R S I G N S I G N C A L I P E R S I G N T R A C T O R 11 Q S R S I G N POR C H 2 N0PARKING NO PAR K I N G NO PAR K I N G TR L A N D S C A P E 11 11 2 11 11 11 11 3 6 8 9 9 5 7 7 6 11 10 11 D D L L L L L L 6G A T E 6 7 5 G A T E 4 6 10 11 4 11 11 4 10 11 7 GATE L I N E A R P A R K L I N E A R P A R K PRIVATE COURTYARD DELIV E R Y GATE F E N C E F E N C E F E N C E F E N C E F E N C E FENC E 7 11 10 33 6 11 11 11 9 2 9 11 8 13 8 0 ' 4 11 11 11 11 4 8 8 11 11 10 11 11 2 7 LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B 4 668.905 670.906 668.18 11 682.51 12 685.2013 686.75 686.75 14 685.75 685.5 15 685.78 16 676.61 17 677.4118 678.92 678.92 19 684.60 20 680.53 21 681.00 6 6 0 6 6 5 6 7 0 6 7 5 6 8 0 680 68 0 6 5 8 6 5 9 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 6 6 8 6 6 9 6 6 9 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 6 7 6 677 6 7 8 6 7 9 6 7 9 6 7 9 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION C L C L 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 C L C L C L C L C L C L C L C L C L C L C L /// /// /// /// /// /// /// /// /// // / /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 2283 2282 2281 2280 2279 2278 227722762275 2274 22732272 2271 2270 22692268 2267 22662265 2263 22622261 22602259 2258 2257 22562255 2254 2253 22522251 2250 2249 2248 2247 2246 2245 2244 2242 2241 2240 2239 2238 2235 2234 2233 2232 2231 2230 2229 2228 2227 2226 2225 2224 2223 2222 2221 2220 2219 2218 2217 2216 2215 2214 2213 2212 2211 2210 2209 2208 2207 2206 2205 2204 2203 2202 2201 2200 2199 2198 2196 2194 2193 2192 2191 2190 2189 2187 2186 2185 2184 2181 21802179 2178 2177 2176 2175 22782277 2243 2237 2236 2230 2197 2195 2188 2183 2182 2264 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. CALLED 17.893 ACRES SABLE CREEK PARTNERS, LTD. DOC. NO. 2017-55475 O.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7183344.5 E:2377322.3 ELEV:687.2' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 124E - 0.0027 ACRES DRAINAGE EASEMENT - STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. 5/8" IRF CIRS CIRS CIRS CIRS 1/2 IRF 1/2" IRF 1/2" IRF CIRS 1/2" CIRF "EAGLE SURVEYING" CIRS 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "METROPLEX 1849" 1/2" CIRF "EAGLE SURVEYING" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "SUMMIT SURVEYING" CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) SABLE CREEK BOULEVARD 80' RIGHT OF WAY CAB. W, PG. 369, P.R.D.C.T. INDIAN CREEK LANE 10 RIGHT OF WAY 1/2" CIRF "TxDOT R.O.W. MARKER" 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 LIMITS OF TOPOGRAPHIC EXHIBIT 10/02/2024 CALLED 30.804 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2004-28756 O.R.D.C.T. 12.84 ACRES 559,347 SQ. FT. CALLED 30.804 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2004-28756 O.R.D.C.T. 11.29 ACRES 491,853 SQ. FT. LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 40 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 TP 667.55 TP 668.80 TP 670.08 TP 669.32 TP 667.98 TP 667.98 TP 669.33 TP 669.07 TP 676.91 TP 677.79 TP 676.91 TP 677.79 TP 682.47TP 682.47 TP 681.20 TP 677.39 TP 678.26 TP 679.23 TP 678.67 TP 679.02 TP 679.91 TP 681.43 TP 682.00 TP 682.47 TP 682.21 TP 683.70 TP 683.42 TP 684.88 TP 684.88 TP 685.76 TP 685.75 TP 685.31 TP 684.88 TP 680.00 TP 679.74 TP 682.01 TP 681.12 TP 687.19 TP 687.19 TP 687.76 TP 687.76TP 687.78 TP 687.78 TP 685.65 TP 685.34 TP 685.09 TP 686.84 TP 682.00 TP 688.89 TP 689.02 TP 688.69TP 688.12 FL 660.00 66 0 665 6 7 0 675 661 66 2 663 6 6 4 666 667 668 6 6 9 6 7 1 672 673 674 676 677 678 68 0 6 7 8 679 68 1 68 2 6 8 2 6 8 5 6 8 3 6 8 4 68 6 68 7 6 8 5 680 68 5 679 68 1 68 2 68 3 68 4 6 8 0 67 6 67 7 6 7 8 67 9 68 0 68 5 68 1 68 2 68 3 68 4 68 6 68 7 68 8 68 5 68 2 6 8 3 6 8 4 68 6 68 7 6 8 8 6 8 7 6 8 8 6 8 9 68 5 68 6 68 7 68 8 6 8 9 68 0 68 5 69 0 690 68 1 68 2 68 3 68 4 68 6 68 7 68 8 68 9 68 9 6 6 5 67 0 6 7 5 6 6 3 6 6 4 6 6 6 6 6 7 66 8 66 9 6 7 1 6 7 2 6 7 3 674 67 6 6 7 0 6 6 8 6 6 9 6 7 1 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 66 5 66 1 66 2 66 3 66 4 66 6 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C3.00-GRAD.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:46 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C3.00 OVERALL GRADING PLAN 0 50' SCALE: 1" = 100' 100'100' LEGEND - GRADING PLAN LOT BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 580 583 TOP OF CURB TOP OF PAVING GUTTER SIDEWALK TOP OF WALL BOTTOM OF WALL TOP OF GRATE FLOW ARROW TC TP G TS TW BW TG GRADING NOTES 1.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM BUILDING. 2.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 3.ACCESSIBLE ROUTES NOT TO EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. 4.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. 5.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 6.THE GRADES AND CONTOURS SHOWN ON THIS PLAN REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY CROWLEY SURVEYING DATED 09/2022. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. 7.ALL SLOPES IN UNPAVED AREAS SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 8.ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR GROUND, UNLESS OTHERWISE NOTED. SOIL PREPARATION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.THE SOIL BENEATH ALL PAVING SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT AT OR ABOVE OPTIMUM. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY THE GEOTECHNICAL ENGINEER. F.DENSITY AND MOISTURE CONTROL TESTS SHALL BE RUN PER EACH 5,000 SQUARE FEET. BUILDING DETENTION POND GENERAL DEVELOPMENT NOTE: ALL DEVELOPMENT SHOWN ON THE PLAN OUTSIDE OF THE FIRE LANE/ ACCESS PAVING AND UTILITIES TO EACH LOT IS SHOWN AS POSSIBLE COMMERCIAL DEVELOPMENT AND MAY NOT REPRESENT THE FINAL SITE LAYOUT FOR ANY GIVEN LOT. ALL DEVELOPMENT WILL COMPLY WITH CITY OF SANGER RULES AND REGULATIONS AND WILL BE SUBMITTED AS INDIVIDUAL DEVELOPMENT PLANS. Please show proposed storm drain layout 102 Item 7. 4 11 7 GA T E LI N E A R P A R K LI N E A R P A R K PRI V A T E CO U R T Y A R D GATE FE N C E FENCE 10 3 3 11 11 11 9 2 9 11 8 13 80 ' 11 11 4 668 . 9 0 5 670 . 9 0 6 668 . 1 8 6 7 0 67 5 66 8 6 6 9 66 9 66 9 67 1 6 7 2 6 7 3 6 7 4 67 6 ///////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////// ///////////////////////////////////////////////////////// / / / // / // / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FARM TO MARKET ROAD NO. 455 VARIABLE WIDTH RIGHT OF WAY LIM I T S O F TO P O G R A P H I C EX H I B I T 10/ 0 2 / 2 0 2 4 TP 667.55 TP 668.80 TP 670.08 TP 669.32 TP 667.98 TP 667.98 TP 669.33 TP 669.07 66 0 6 6 5 6 7 0 675 6 6 1 6 6 2 6 6 3 66 4 6 6 6 6 6 7 6 6 8 66 9 6 7 1 672 673 674 676 677 678 66 5 670 6 7 5 66 3 66 4 6 6 6 66 7 66 8 66 9 67 1 67 2 6 7 3 6 7 4 6 7 6 6 7 0 6 6 8 6 6 9 6 7 1 66 5 66 1 66 2 66 3 66 4 66 6 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:56 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C3.00-GRAD.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:46 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C3.01 GRADING PLAN I 0 15' SCALE: 1" = 30' 30'30' MA T C H L I N E - S E E S H E E T C3 . 0 2 LEGEND - GRADING PLAN LOT BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 580 583 TOP OF CURB TOP OF PAVING GUTTER SIDEWALK TOP OF WALL BOTTOM OF WALL TOP OF GRATE FLOW ARROW TC TP G TS TW BW TG GRADING NOTES 1.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM BUILDING. 2.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 3.ACCESSIBLE ROUTES NOT TO EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. 4.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. 5.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 6.THE GRADES AND CONTOURS SHOWN ON THIS PLAN REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY CROWLEY SURVEYING DATED 09/2022. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. 7.ALL SLOPES IN UNPAVED AREAS SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 8.ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR GROUND, UNLESS OTHERWISE NOTED. SOIL PREPARATION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.THE SOIL BENEATH ALL PAVING SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT AT OR ABOVE OPTIMUM. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY THE GEOTECHNICAL ENGINEER. F.DENSITY AND MOISTURE CONTROL TESTS SHALL BE RUN PER EACH 5,000 SQUARE FEET. BUILDING DETENTION POND GENERAL DEVELOPMENT NOTE: ALL DEVELOPMENT SHOWN ON THE PLAN OUTSIDE OF THE FIRE LANE/ ACCESS PAVING AND UTILITIES TO EACH LOT IS SHOWN AS POSSIBLE COMMERCIAL DEVELOPMENT AND MAY NOT REPRESENT THE FINAL SITE LAYOUT FOR ANY GIVEN LOT. ALL DEVELOPMENT WILL COMPLY WITH CITY OF SANGER RULES AND REGULATIONS AND WILL BE SUBMITTED AS INDIVIDUAL DEVELOPMENT PLANS. Include more proposed contour labels Verify there is no lot to lot drainage along fence line. Where lot to lot drainage occurs, the lot lines shall be aligned, and a dedicated private drainage easement shall be provided per Ordinance § 10.106(d)(12) 103 Item 7. 7 L A N D S C A P E L 8 4 TR 4 10 12 9 5 5 S I G N S I G N C A L I P E R S I G N T R A C T O R 11 N0 PARKING NO PARKIN G L A N D S C A P E 11 11 11 6 8 9 9 10 11 D D 6 G A T E 4 6 F E N C E F E N C E 4 11 11 11 11 LO T 1 1.3 7 A C R E S 59, 8 5 6 S Q F T . 0.8 2 A C R E S 35, 6 4 2 S Q F T . LO T 7 4.0 5 A C R E S 176 , 4 9 2 S Q F T . LO T 3 3.6 2 A C R E S 157 , 7 5 5 S Q F T . 11 682 . 5 1 16 676 . 6 1 17 677 . 4 1 18 678 . 9 2 678 . 9 2 20 680 . 5 3 21 681 . 0 0 6 8 0 68 0680677 6 7 8 6 7 9 67 9 6 7 9 ///////////////////////////////// /// /// /// /// /// /// ///////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////// SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OH U OH U OH U OH U OH U L CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' N 3 2 ° 1 8 ' 4 7 " W 6 7 3 . 5 3 ' C1 C3 L3 L 4 FL-12"PVC=666.4 ' ( S W ) LIM I T S O F TO P O G R A P H I C EX H I B I T 10/ 0 2 / 2 0 2 4 TP 676.91 TP 677.79 TP 676.91 TP 677.79 TP 682.47 TP 682.47 TP 681.20 TP 677.39 TP 678.26 TP 679.23TP 678.67 TP 679.02 TP 679.91 TP 681.43 TP 682.00 TP 682.47 TP 682.21 TP 683.70 TP 683.42 TP 684.88 TP 684.88 TP 684.88 TP 680.00 TP 679.74 TP 682.01 TP 681.12 TP 682.00 6 8 0 6 7 8 6 7 9 681 682 6 8 2 68 5 68 3 68 4 68 6 68 7 68 5 680 68 5 679 681 682 683 684 68 0 67 6 67 7 67 8 679 680 685 681 68 2 683 684 686 687 688 6 8 2 685 680 681 682 683 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C3.00-GRAD.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:46 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C3.02 GRADING PLAN II 0 15' SCALE: 1" = 30' 30'30' MA T C H L I N E - S E E S H E E T C3 . 0 3 MA T C H L I N E - S E E S H E E T C3 . 0 1 LEGEND - GRADING PLAN LOT BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 580 583 TOP OF CURB TOP OF PAVING GUTTER SIDEWALK TOP OF WALL BOTTOM OF WALL TOP OF GRATE FLOW ARROW TC TP G TS TW BW TG GRADING NOTES 1.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM BUILDING. 2.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 3.ACCESSIBLE ROUTES NOT TO EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. 4.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. 5.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 6.THE GRADES AND CONTOURS SHOWN ON THIS PLAN REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY CROWLEY SURVEYING DATED 09/2022. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. 7.ALL SLOPES IN UNPAVED AREAS SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 8.ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR GROUND, UNLESS OTHERWISE NOTED. SOIL PREPARATION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.THE SOIL BENEATH ALL PAVING SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT AT OR ABOVE OPTIMUM. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY THE GEOTECHNICAL ENGINEER. F.DENSITY AND MOISTURE CONTROL TESTS SHALL BE RUN PER EACH 5,000 SQUARE FEET. BUILDING DETENTION POND GENERAL DEVELOPMENT NOTE: ALL DEVELOPMENT SHOWN ON THE PLAN OUTSIDE OF THE FIRE LANE/ ACCESS PAVING AND UTILITIES TO EACH LOT IS SHOWN AS POSSIBLE COMMERCIAL DEVELOPMENT AND MAY NOT REPRESENT THE FINAL SITE LAYOUT FOR ANY GIVEN LOT. ALL DEVELOPMENT WILL COMPLY WITH CITY OF SANGER RULES AND REGULATIONS AND WILL BE SUBMITTED AS INDIVIDUAL DEVELOPMENT PLANS. 104 Item 7. I N D I A N L A N E RE T A I L / R E S T A U R A N T 22 , 8 2 9 S F PA R K = 1 1 8 LO T A R E A = 1 0 5 , 4 3 3 S F 70' 15.4' 2 1 0 9 9 1 0 9 1 0 7 1 0 1 0 6 T P A R K I N G R A T I O 1 : 1 9 3 S F HC HC HC HC M c D o n a l d s 7 1 1 9 3 L 9 L L T R T R T R 1 2 5 SI G N QS R S I G N SI G N CA L I P E R SI G N TR A C T O R 1 1 QS R S I G N PORCH 2 PARKING NO PARKING 1 1 1 1 2 1 1 1 1 1 0 7 1 1 6 8 2 . 5 1 1 2 6 8 5 . 2 0 1 3 6 8 6 . 7 5 6 8 6 . 7 5 1 4 6 8 5 . 7 5 6 8 5 . 5 1 5 6 8 5 . 7 8 1 9 6 8 4 . 6 0 2 0 6 8 0 . 5 3 2 1 6 8 1 . 0 0 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// SD SD SD SD OHU OHU OHU OHU O H U O H U O H U X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T B M X - C U T N : 7 1 8 3 3 4 4 . 5 E : 2 3 7 7 3 2 2 . 3 1 / 2 " C I R F " T x D O T R . O . W . M A R K E R " 1 / 2 " C I R F " T x D O T R . O . W . M A R K E R " 1 / 2 " C I R F " S U M M I T S U R V E Y I N G " CALLED PARCEL 116 - 0 . 0 2 0 0 A C R E S STATE OF T E X A S NO. 2019-1 4 5 4 5 , O . R . D . C . T . CALLED PARCEL 114 - 0.21 2 3 A C R E S STATE OF TEX A S NO. 2018-1313 1 3 , O . R . D . C . T . C A L L E D 1 . 6 2 A C R E S S A N G E R I N D E P E N D E N T S C H O O L D I S T R I C T V O L . 5 0 9 1 , P G . 2 8 7 7 R . P . R . D . C . T . S S M H - R I M = 6 8 0 . 6 ' F L - 1 2 " P V C = 6 6 6 . 5 ' ( N E ) F L - 1 2 " P V C = 6 6 6 . 4 ' ( S W ) SSMH- R I M = 6 9 0 . 2 ' FL-12" P V C = 6 6 8 . 4 ' ( S E ) FL-1 2 " P V C = 6 6 8 . 3 ' ( S W ) F L - 1 2 " P V C = 6 6 8 . 9 ' ( N E ) F L - 1 2 " P V C = 6 6 8 . 7 ' ( S E ) F L - 1 2 " P V C = 6 6 8 . 7 ' ( N W ) 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 . I N D I A N C R E E K L A N E 1 0 R I G H T O F W A Y TP 683.70 TP 684.88 TP 684.88 TP 685.76 TP 685.75 TP 685.31 TP 684.88 TP 680.00TP 679.74 TP 682.01 TP 681.12 TP 687.19 TP 687.19 TP 687.76 TP 687.76 TP 687.78TP 687.78 TP 685.65TP 685.34 TP 685.09 TP 686.84 TP 688.89 TP 689.02 TP 688.69 TP 688.12 68 5 685 683 684 686 687 688 685 6 8 2 68 3 68 4 686 687 68 8 687 688 689 685 686 687 688 68 9 680 685 690 690 681 682 683 684 686 687 688 689 689 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C3.00-GRAD.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:46 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C3.03 GRADING PLAN III 0 15' SCALE: 1" = 30' 30'30' MA T C H L I N E - S E E S H E E T C3 . 0 2 LEGEND - GRADING PLAN LOT BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 580 583 TOP OF CURB TOP OF PAVING GUTTER SIDEWALK TOP OF WALL BOTTOM OF WALL TOP OF GRATE FLOW ARROW TC TP G TS TW BW TG GRADING NOTES 1.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM BUILDING. 2.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 3.ACCESSIBLE ROUTES NOT TO EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. 4.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. 5.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 6.THE GRADES AND CONTOURS SHOWN ON THIS PLAN REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY CROWLEY SURVEYING DATED 09/2022. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. 7.ALL SLOPES IN UNPAVED AREAS SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 8.ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR GROUND, UNLESS OTHERWISE NOTED. SOIL PREPARATION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.THE SOIL BENEATH ALL PAVING SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT AT OR ABOVE OPTIMUM. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY THE GEOTECHNICAL ENGINEER. F.DENSITY AND MOISTURE CONTROL TESTS SHALL BE RUN PER EACH 5,000 SQUARE FEET. BUILDING DETENTION POND GENERAL DEVELOPMENT NOTE: ALL DEVELOPMENT SHOWN ON THE PLAN OUTSIDE OF THE FIRE LANE/ ACCESS PAVING AND UTILITIES TO EACH LOT IS SHOWN AS POSSIBLE COMMERCIAL DEVELOPMENT AND MAY NOT REPRESENT THE FINAL SITE LAYOUT FOR ANY GIVEN LOT. ALL DEVELOPMENT WILL COMPLY WITH CITY OF SANGER RULES AND REGULATIONS AND WILL BE SUBMITTED AS INDIVIDUAL DEVELOPMENT PLANS. 105 Item 7. 4 10 11 7 LI N E A R P A R K LI N E A R P A R K CO U R T Y A R D GATE FE N C E FE N C E FENCE 7 11 13 11 11 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X /// /////////////////////////////////////////////////////////////////////////// // / CIR S 1/2 " I R F 1/2 " I R F LO T 7 LO T 6 LO T 5 TP 669.07 FL 660.00 66 5 670 6 7 5 66 3 66 4 6 6 6 66 7 66 8 66 9 67 1 67 2 6 7 3 6 7 4 6 7 6 6 7 0 6 6 8 6 6 9 6 7 1 66 5 66 1 66 2 66 3 66 4 66 6 66 5 66 1 66 2 66 3 66 4 66 6 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C3.00-GRAD.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:46 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C3.04 DETENTION POND GRADING 0 10' SCALE: 1" = 20' 20'20' LEGEND - GRADING PLAN LOT BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 580 583 TOP OF CURB TOP OF PAVING GUTTER SIDEWALK TOP OF WALL BOTTOM OF WALL TOP OF GRATE FLOW ARROW TC TP G TS TW BW TG GRADING NOTES 1.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM BUILDING. 2.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 3.ACCESSIBLE ROUTES NOT TO EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. 4.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. 5.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 6.THE GRADES AND CONTOURS SHOWN ON THIS PLAN REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY CROWLEY SURVEYING DATED 09/2022. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. 7.ALL SLOPES IN UNPAVED AREAS SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 8.ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR GROUND, UNLESS OTHERWISE NOTED. SOIL PREPARATION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.THE SOIL BENEATH ALL PAVING SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AT A MOISTURE CONTENT AT OR ABOVE OPTIMUM. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY THE GEOTECHNICAL ENGINEER. F.DENSITY AND MOISTURE CONTROL TESTS SHALL BE RUN PER EACH 5,000 SQUARE FEET. BUILDING DETENTION POND GENERAL DEVELOPMENT NOTE: ALL DEVELOPMENT SHOWN ON THE PLAN OUTSIDE OF THE FIRE LANE/ ACCESS PAVING AND UTILITIES TO EACH LOT IS SHOWN AS POSSIBLE COMMERCIAL DEVELOPMENT AND MAY NOT REPRESENT THE FINAL SITE LAYOUT FOR ANY GIVEN LOT. ALL DEVELOPMENT WILL COMPLY WITH CITY OF SANGER RULES AND REGULATIONS AND WILL BE SUBMITTED AS INDIVIDUAL DEVELOPMENT PLANS. Detention pond slopes look very steep and would impede maintenance to control weeds and discourage woody growth to observe ordinance § 10.106(d)(10)(H) 106 Item 7. LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B SD SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// C L C L 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 C L C L C L C L C L C L C L C L C L C L C L /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 1/2" CIRF "EAGLE SURVEYING" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "SUMMIT SURVEYING" SABLE CREEK BOULEVARD 80' RIGHT OF WAY CAB. W, PG. 369, P.R.D.C.T. INDIAN CREEK LANE 10 RIGHT OF WAY 1/2" CIRF "TxDOT R.O.W. MARKER" FARM TO MARKET ROAD NO. 455 VARIABLE WIDTH RIGHT OF WAY OH U O H U OHU OHU TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' TBM X-CUT N:7183344.5 E:2377322.3 ELEV:687.2' FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' N 69°1 1 ' 3 0 " E 2 5 7 . 1 2 ' S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' S 69°0 7 ' 3 1 " W 5 1 1 . 7 0 ' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' N 87°45'56" W 737.87' N 69°1 0 ' 3 7 " E 2 8 1 . 9 8 ' N 69°1 1 ' 3 0 " E 4 0 7 . 7 1 ' N 4 5 ° 5 6 ' 0 2 " E 5 1 1 . 0 2 ' S 4 3 ° 5 9 ' 0 4 " E 7 0 3 . 8 9 ' S 4 5 ° 5 3 ' 0 3 " W 4 5 0 . 5 5 ' N 3 2 ° 1 8 ' 4 7 " W 6 7 3 . 5 3 ' C1 C2 C3 C4 L1 L 2 L3 L 4 5/8" IRF CIRS CIRS CIRS CIRS 1/2 IRF 1/2" IRF 1/2" IRF CIRS 1/2" CIRF "EAGLE SURVEYING" CIRS 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "TxDOT R.O.W. MARKER" CALLED 30.804 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2004-28756 O.R.D.C.T. 12.84 ACRES 559,347 SQ. FT. CALLED 30.804 ACRES GRANITE INDUSTRIES, LLC. DOC. NO. 2004-28756 O.R.D.C.T. 11.29 ACRES 491,853 SQ. FT. 658654 659 654 65 4 65 5 65 3 65 2 6 5 1 6 5 2 653 658 657656655 6 5 4 65 8 659 660 661 662 66 3 66 4 66 5 66 6 6 6 7 6 6 8 6 6 9 6 7 0 6 7 1 672 67 3 6 7 4 6 7 5 6 7 6 6 7 0 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 68 1 69 0 68 9 68 8 68 7 68 6 68 5 68 4 68 3 68 2 68 1 68 0 679 678 679 678677 676 675 67 9 678 677 676 675 66 8 6 6 7 6 6 6 6 6 5 66 466 3 6 6 2 6 6 1 660 65 9 6 8 5 6 8 6 6 8 7 6 8 8 68 9 69 0 69 1 69 2 693 6 9 1 68 3 682 68 3 658 657 656 65 5 65 4 1/2" CIRF "METROPLEX 1849" EX-1 27.35 AC A Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C4.00-DRNG.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 1:58 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C4.00 PRE DRAINAGE AREA MAP 0 50' SCALE: 1" = 100' 100'100' LEGEND - EXISTING DRAINAGE AREA MAP SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK DRAINAGE AREA DIVIDE FLOW ARROW AREA DESIGNATOR AREA IN ACRES EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XX XX AC Update rainfall intensities based on Appendix A. Intensity-Duration-Frequency Curve per Ordinance § 10.106(d)(2)(D)(i) Please revise time of concentration for existing drainage areas to 15 minutes per Ordinance § 10.106(d)(2)(D)(iii)b 107 Item 7. I N D I A N L A N E R E T A I L / R E S T A U R A N T 2 2 , 8 2 9 S F P A R K = 1 1 8 L O T A R E A = 1 0 5 , 4 3 3 S F 70' 15. 4 ' 2 10 9 9 10 9 10 7 10 8 7 10 10 6 T P A R K I N G R A T I O 1 : 1 9 3 S F H C H C H C H C H C McDonalds L 7 11 L A N D S C A P E 9 3 L 9 L L TR TR TR L 8 4 TR 4 10 12 9 5 5 S I G N Q S R S I G N S I G N C A L I P E R S I G N T R A C T O R 11 Q S R S I G N POR C H 2 N0PARKING NO PAR K I N G NO PAR K I N G TR L A N D S C A P E 11 11 2 11 11 11 11 3 6 8 9 9 5 7 7 6 11 10 11 D D L L L L L L 6G A T E 6 7 5 G A T E 4 6 10 11 4 11 11 4 10 11 7 GATE L I N E A R P A R K L I N E A R P A R K PRIVATE COURTYARD DELIV E R Y GATE F E N C E F E N C E F E N C E F E N C E F E N C E FENC E 7 11 10 33 6 11 11 11 9 2 9 11 8 13 8 0 ' 4 11 11 11 11 4 8 8 11 11 10 11 11 2 7 LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B SD SD SD SD SD SD SD SD /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// C L C L 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 C L C L C L C L C L C L C L C L C L C L C L /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 1/2" CIRF "EAGLE SURVEYING" 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "SUMMIT SURVEYING" SABLE CREEK BOULEVARD 80' RIGHT OF WAY CAB. W, PG. 369, P.R.D.C.T. INDIAN CREEK LANE 10 RIGHT OF WAY 1/2" CIRF "TxDOT R.O.W. MARKER" FARM TO MARKET ROAD NO. 455 VARIABLE WIDTH RIGHT OF WAY OH U O H U OHU OHU TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' TBM X-CUT N:7183344.5 E:2377322.3 ELEV:687.2' FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' N 69°1 1 ' 3 0 " E 2 5 7 . 1 2 ' S 3 2 ° 1 8 ' 4 7 " E 4 7 5 . 4 5 ' S 69°0 7 ' 3 1 " W 5 1 1 . 7 0 ' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' N 87°45'56" W 737.87' N 69°1 0 ' 3 7 " E 2 8 1 . 9 8 ' N 69°1 1 ' 3 0 " E 4 0 7 . 7 1 ' N 4 5 ° 5 6 ' 0 2 " E 5 1 1 . 0 2 ' S 4 3 ° 5 9 ' 0 4 " E 7 0 3 . 8 9 ' S 4 5 ° 5 3 ' 0 3 " W 4 5 0 . 5 5 ' N 3 2 ° 1 8 ' 4 7 " W 6 7 3 . 5 3 ' C1 C2 C3 C4 L1 L 2 L3 L 4 5/8" IRF CIRS CIRS CIRS CIRS 1/2 IRF 1/2" IRF 1/2" IRF CIRS 1/2" CIRF "EAGLE SURVEYING" CIRS 1/2" CIRF "TxDOT R.O.W. MARKER" 1/2" CIRF "TxDOT R.O.W. MARKER" 658654 659 654 65 4 65 5 65 3 65 2 6 5 1 6 5 2 653 658 657656655 6 5 4 65 8 659 660 661 662 66 3 66 4 66 5 66 6 6 6 7 6 6 8 6 6 9 6 7 0 6 7 1 672 67 3 6 7 4 6 7 5 6 7 6 6 7 0 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 6 7 5 6 7 6 6 7 7 6 7 8 6 7 9 6 8 0 68 1 69 0 68 9 68 8 68 7 68 6 68 5 68 4 68 3 68 2 68 1 68 0 679 678 679 678677 676 675 67 9 678 677 676 675 66 8 6 6 7 6 6 6 6 6 5 66 466 3 6 6 2 6 6 1 660 65 9 6 8 5 6 8 6 6 8 7 6 8 8 68 9 69 0 69 1 69 2 693 6 9 1 68 3 682 68 3 658 657 656 65 5 65 4 1/2" CIRF "METROPLEX 1849"6 6 5 66 5 6 6 5 6 7 0 6 7 5 6 8 0 6 6 1 66 1 6 6 2 66 2 6 6 3 66 3 6 6 3 6 6 4 66 4 6 6 6 66 6 6 6 7 6 6 7 6 6 8 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 6 7 6 6 7 7 6 7 8 6 7 9 6 8 1 682 66 5 66 1 66 2 66 3 66 4 66 6 66 5 66 1 66 2 66 3 66 4 66 6 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 7 0 670 6 7 0 670 6 7 5 675 6 7 5 675 675 6 8 0 6 8 0 6 8 0 680 66 5 66 1 66 2 66 3 66 4 66 6 665661662663664666 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 66 5 66 1 66 2 66 3 66 4 66 6 665661662663664666 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 66 5 66 1 66 2 66 3 66 4 66 6 66 5 66 1 66 2 66 3 66 4 66 6 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 66 5 66 1 66 2 66 3 66 4 66 6 66 5 66 1 66 2 66 3 66 4 66 6 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 66 5 66 1 66 2 66 3 66 4 66 6 6 6 5 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 665661662663664666 667667 6 6 7 667 6 6 8 6 6 8 668 6 6 8 66 9 669 669 6 6 9 6 7 1 671 67 1 6 7 2 672 6 7 2 6 7 3 6 7 3 6 7 3 6 7 4 6 7 4 6 7 4 6 7 6 676 6 7 6 676 67 7 6 7 7 67 7 6 7 7 6 7 8 678 67 8 67 8 678 6 7 9 6 7 9 6 7 9 679 6 8 1 68 1 6 8 2 6 8 2 6 8 5 6 9 0 690 6 8 2 683 6 8 4 6 8 6 6 8 7 687 688 6 8 8 6 8 9 6 8 9 6 8 5 6 8 5 68 5 6 8 5 68 2 6 8 2 683 6 8 3 68 3 68 3 6 8 4 6 8 4 68 4 68 4 6 8 6 68 6 68 6 68 6 6 8 6 6 8 6 686 68 6 687 68 7 68 7 68 7 68 7 6 8 8 6 8 8 688 6 8 8 68 8 68 8 6 8 9 6 8 9 68 9 689 6 6 0 6 6 5 6 5 9 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 EX-1 27.35 AC A A-1 3.08 AC. A-10.1 2.64 AC. A-2 1.06 AC. A-3 1.01 AC. A-4 1.11 AC. A-5 1.37 AC. A-11 4.16 AC. A-12 2.06 AC. A-6 0.82 AC. A-7 0.85 AC. A-8 1.19 AC. A-13 2.40 AC. A-9 4.59 AC. A-10.2 0.98 AC. Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C4.00-DRNG.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 1:58 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C4.01 POST DRAINAGE AREA MAP 0 50' SCALE: 1" = 100' 100'100' LEGEND - PROPOSED DRAINAGE AREA MAP SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK DRAINAGE AREA DIVIDE FLOW ARROW AREA DESIGNATOR AREA IN ACRES PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XX XX AC STUBOUT NOTE: ALL DRAINAGE FOR INTERNAL LOTS WILL BE COLLECTED BY THE MAIN STORM TRUNK LINE AND STUB OUTS TO EACH LOT. EACH STUB OUT IS SIZED FOR FULLY DEVELOPED FLOW. STUBOUTS ARE EXTENDED INTO EACH LOT ONLY TO THE EXTENT OF NOT IMPACTING PROPOSED UTILITES OR PAVING. EXTENSIONS INTO THE LOTS AFTER THAT POINT ARE FOR THE PURPOSES OF FIELD LOCATION ONLY WITH WYE INLETS. WYE INLETS ARE NO INTENEDED TO COLLECT UNDEVELOPED FLOWS. See H&H Comment #1 - offsite flows enter project site here. See H&H Comment #4 - proposed grading fills in existing channel conveying flows from site. Update rainfall intensities based on Appendix A. Intensity-Duration-Frequency Curve per Ordinance § 10.106(d)(2)(D)(i) Please use runoff coefficients from the City of Sanger Ordinance § 10.106(d)(2)(D)(i) How is the drainage crossing into Sable Creek Boulevard being handled? 108 Item 7. Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C4.00-DRNG.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 1:58 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C4.02 DRAINAGE CALCULATIONS I OUTFALL STRUCTURE SECTION DETAIL N.T.S. 22.3" DUAL ORIFICE FL: 660.00' CONCRETE COMBINATION BOX TO BE DESIGNED PER CITY OF SANGER STANDARD FOR MINIMUM REINFORCEMENTS FOR SIDEWALKS TOP OF POND: 666.52' BROAD CRESTED WEIR FL: 665.00' 26" ORIFICE FL: 662.88' See H&H Comment #14 - please provide more information Update intensities and runoff coefficients to make City of Sanger Drainage and Storm sewer improvements ordinances (§ 10.106(d) Drainage and Storm Sewer Improvements) 109 Item 7. STRM LINE A 650 655 660 665 670 675 680 685 690 695 700 650 655 660 665 670 675 680 685 690 695 700 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+43 111 LF OF 48" RCP @ 1 . 0 0 % 12 LF OF 48" RCP @ 1.01% 102 LF OF 48" RC P @ 1 . 0 0 % 245 LF OF 48" RCP @ 0.50% 55 LF OF 48" RCP @ 0.50% 27 LF OF 48" RCP @ 0.50% 159 LF OF 48" RCP @ 0.50% 36 LF OF 54" RCP @ 0.50% 194 LF OF 48" RCP @ 1 . 0 0 % ST A 9 + 4 0 . 3 7 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 3 . 5 7 ST A 8 + 1 7 . 2 6 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 2 . 4 8 ST A 7 + 1 5 . 5 0 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 1 . 8 6 ST A 5 + 2 1 . 5 3 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 7 7 . 7 1 ST A 0 + 3 5 . 7 2 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 6 7 . 8 6 ST A 2 + 7 6 . 8 7 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 7 4 . 1 3 ST A 2 + 2 1 . 9 0 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 7 2 . 4 7 ST A 1 + 9 5 . 0 8 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 7 2 . 6 4 FL 4 8 " R C P 6 6 2 . 3 6 FL 4 8 " R C P 6 6 2 . 3 6 FL 4 8 " R C P 6 6 1 . 1 6 FL 3 0 " R C P 6 6 1 . 1 8 FL 5 4 " R C P 6 6 1 . 1 8 FL 4 8 " R C P 6 6 1 . 9 6 FL 4 8 " R C P 6 6 1 . 9 6 FL 4 8 " R C P 6 6 2 . 0 9 FL 4 8 " R C P 6 6 2 . 0 9 FL 4 8 " R C P 6 6 2 . 3 6 FL 4 8 " R C P 6 6 2 . 3 6 FL 4 8 " R C P 6 6 3 . 5 9 FL 4 8 " R C P 6 6 3 . 5 9 FL 4 8 " R C P 6 6 5 . 5 3 FL 4 8 " R C P 6 6 5 . 5 3 FL 4 8 " R C P 6 6 6 . 6 7 FL 4 8 " R C P 6 6 6 . 6 7 FL 4 8 " R C P 6 6 6 . 5 5 FL 4 8 " R C P 6 6 6 . 5 5 FINISHED GRADE EXISTING GRADE 100-YR HGL FL 6 6 1 . 0 0 FL 6 6 1 . 1 2 FL 6 6 1 . 3 7 FL 6 6 1 . 5 0 FL 6 6 1 . 6 2 FL 6 6 1 . 7 4 FL 6 6 1 . 8 7 FL 6 6 2 . 2 4 FL 6 6 2 . 4 9 FL 6 6 2 . 6 1 FL 6 6 2 . 7 4 FL 6 6 2 . 8 6 FL 6 6 2 . 9 9 FL 6 6 3 . 1 1 FL 6 6 3 . 2 3 FL 6 6 3 . 3 6 FL 6 6 3 . 4 8 FL 6 6 3 . 8 9 FL 6 6 4 . 1 3 FL 6 6 4 . 3 8 FL 6 6 4 . 6 3 FL 6 6 4 . 8 8 FL 6 6 5 . 1 3 FL 6 6 5 . 3 8 FL 6 6 5 . 6 3 FL 6 6 5 . 8 8 FL 6 6 6 . 1 3 FL 6 6 6 . 3 8 FL 6 6 6 . 8 8 FL 6 6 7 . 1 3 FL 6 6 7 . 3 8 FL 6 6 7 . 6 3 ST A 8 + 2 9 . 1 7 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 2 . 4 5 ST A 0 + 0 0 . 0 0 ~ S T R M L I N E A IN S T A L L T x D O T P A R A L L E L WI N G H E A D W A L L F O R NO N - S K E W E D P I P E S (C H - P W - 0 ) CL CL CL CL CL CL CL CL CL CL CL X X X X X X X X X 1/ 2 " C I R F " T x D O T R. O . W . M A R K E R " STA. 9+40.37 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 683.57 STA. 8+17.26 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 682.48 STA. 8+29.17 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 682.45 STA. 7+15.50 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 681.86 STA. 5+21.53 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 677.71 STA. 2+76.87 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 674.13 STA. 2+21.90 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 672.47 STA. 1+95.08 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 672.64 STA. 0+35.72 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 667.86 STA. 0+00.00 ~ STRM LINE A INSTALL TxDOT CONCRETE HEADWALL PER CH-PW-0 STRM LINE A STRM LINE A STRM LINE A STRM L I N E A STR M L I N E A STRM L I N E A STRM L I N E A STRM L I N E A STRM LINE A 67 0 67 5 6 8 0 6 6 8 66 8 66 8 66 9 67 1 67 2 67 3 67 4 676 67 7 6 7 8 67 8 67 8 6 7 9 681 67 0 6 7 5 68 0 6 6 7 668 669 6 7 1 6 7 2 67 3 6 7 4 67 6 67 7 67 8 67 9 6 7 0 6 7 5 68 0 66 7 6 6 8 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 6 7 6 677 67 8 67 9 6 8 1 6 8 2 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\02_BASEFILES\240117-DAM.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:49 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: MA T C H L I N E ~ S T A 9 + 4 3 S E E S H E E T C 4 . 0 4 0 20'40'40' SCALE: 1" = 40' H 1" = 4' V C4.03 STORM LINE A PLAN & PROFILE STA. 0+00 TO STA. 9+43 See H&H Comment #10 - Need 1-foot difference between ground and HGL 110 Item 7. STRM LINE A 650 655 660 665 670 675 680 685 690 695 700 650 655 660 665 670 675 680 685 690 695 700 9+43 10+00 11+00 12+00 13+00 14+00 15+00 15+50 60 LF OF 30" RCP @ 1 . 0 0 % 66 LF OF 30" RCP @ 1.00% 170 LF OF 36" RC P @ 1 . 0 0 % 72 LF OF 36" RCP @ 1 . 0 0 % 56 LF OF 48" RCP @ 1.00% 151 LF OF 48" RC P @ 1 . 0 0 % ST A 1 5 + 1 5 . 0 2 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 8 . 3 1 ST A 1 4 + 5 4 . 9 0 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 8 . 1 0 ST A 1 3 + 8 9 . 2 4 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 7 . 8 7 ST A 1 2 + 1 9 . 1 2 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 6 . 8 0 ST A 1 1 + 4 6 . 8 4 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 6 . 0 8 ST A 1 0 + 9 1 . 1 3 ~ S T R M L I N E A 4' X 4 ' J U N C T I O N B O X RI M 6 8 5 . 5 2 FL 4 8 " R C P 6 6 9 . 2 8 FL 4 8 " R C P 6 6 9 . 2 8 FL 3 6 " R C P 6 6 9 . 8 4 FL 4 8 " R C P 6 6 9 . 8 4 FL 3 6 " R C P 6 7 0 . 5 6 FL 3 6 " R C P 6 7 0 . 5 6 FL 3 0 " R C P 6 7 2 . 2 7 FL 3 6 " R C P 6 7 2 . 2 7 FL 3 0 " R C P 6 7 2 . 9 2 FL 3 0 " R C P 6 7 2 . 9 2 FL 3 0 " R C P 6 7 3 . 5 2 FINISHED GRADE EXISTING GRADE 100-YR HGL FL 6 6 7 . 8 0 FL 6 6 7 . 8 8 FL 6 6 8 . 1 3 FL 6 6 8 . 3 8 FL 6 6 8 . 6 3 FL 6 6 8 . 8 8 FL 6 6 9 . 1 2 FL 6 6 9 . 6 2 FL 6 7 0 . 1 2 FL 6 7 0 . 3 7 FL 6 7 0 . 8 7 FL 6 7 1 . 1 2 FL 6 7 1 . 3 7 FL 6 7 1 . 6 2 FL 6 7 1 . 8 7 FL 6 7 2 . 1 2 FL 6 7 2 . 3 7 FL 6 7 2 . 6 2 FL 6 7 2 . 8 7 FL 6 7 3 . 1 2 FL 6 7 3 . 3 7 1/ 2 " C I R F " T x D O T 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 . S 4 3 ° 5 9 ' 0 4 " E 7 0 3 . 8 9 ' 1/2 " C I R F " T x D O T R . O . W . M A R K E R " C A L L E D 3 0 . 8 0 4 A C R E S G R A N I T E I N D U S T R I E S , L L C . D O C . N O . 2 0 0 4 - 2 8 7 5 6 O . R . D . C . T . 1 2 . 8 4 A C R E S 5 5 9 , 3 4 7 S Q . F T . 688 687 686 685 684 683 682 681L O T 1 1. 3 7 A C R E S 5 9 , 8 5 6 S Q F T . L O T 2 0. 8 2 A C R E S 3 5 , 6 4 2 S Q F T . L O T 3 0. 8 5 A C R E S 3 6 , 9 2 0 S Q F T . L O T 4 1. 1 9 A C R E S 5 1 , 9 3 9 S Q F T . B L O C K A STA 15+15.02 ~ STRM LINE A 4'X4' GRATE INLET RIM 688.31 673.52 STA. 14+54.90 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 688.10 STA. 13+89.24 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 687.87 STA. 12+19.12 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 686.80 STA. 11+46.84 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 686.08 STA. 10+91.13 ~ STRM LINE A 4'X4' JUNCTION BOX RIM 685.52 S T R M L I N E A STRM LINE A STRM LINE ASTRM LINE ASTRM LINE ASTRM LINE A Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:57 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\02_BASEFILES\240117-DAM.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:49 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: MA T C H L I N E ~ S T A 9 + 4 3 S E E S H E E T C 4 . 0 3 0 20'40'40' SCALE: 1" = 40' H 1" = 4' V C4.04 STORM LINE A PLAN & PROFILE STA. 9+43 TO END Is this a grate inlet or junction box. Please verify discrepancy 111 Item 7. STRM LINE B 640 645 650 655 660 665 670 675 680 685 690 640 645 650 655 660 665 670 675 680 685 690 -0+25 0+00 1+00 2+00 3+00 4+00 4+25 FINISHED GRADE EXISTING GRADE 100-YR HGL 382 LF O F 2 4 " R C P @ 2 . 5 4 % FL 2 4 " R C P 6 7 0 . 7 0 FL 2 4 " R C P 6 6 1 . 0 0 FL 6 6 1 . 0 0 FL 6 6 1 . 6 3 FL 6 6 2 . 2 7 FL 6 6 2 . 9 0 FL 6 6 3 . 5 4 FL 6 6 4 . 1 7 FL 6 6 4 . 8 1 FL 6 6 5 . 4 4 FL 6 6 6 . 0 8 FL 6 6 6 . 7 1 FL 6 6 7 . 3 5 FL 6 6 7 . 9 8 FL 6 6 8 . 6 2 FL 6 6 9 . 2 5 FL 6 6 9 . 8 9 FL 6 7 0 . 5 2 ST A 3 + 8 2 . 1 0 ~ S T R M L I N E B CO N S T 4 ' G R A T E I N L E T RI M 6 7 4 . 8 2 ST A 0 + 0 0 . 0 0 ~ S T R M L I N E B IN S T A L L T x D O T P A R A L L E L WI N G H E A D W A L L F O R NO N - S K E W E D P I P E S (C H - P W - 0 ) /////////////////////////////////////////////////////////////// LOT 4 9 LOT 4 8 LO T 4 7 LOT 4 6 LOT 4 5 LOT 4 3 LOT 4 2 LO T 4 1 S 69°07'31" W 511.70' N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' 1/2 I R F GR A N I T E I N D U S T R I E S , L L C . DO C . N O . 2 0 0 4 - 2 8 7 5 6 O.R . D . C . T . 6 6 8 66 9 6 7 0 67 1 STA 3+82.10 ~ STRM LINE B 4'X4' GRATE INLET RIM 674.82 670.70 STA. 0+00.00 ~ STRM LINE B INSTALL TxDOT CONCRETE HEADWALL PER CH-PW-0 STRM LINE B 24" RCP Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:58 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\02_BASEFILES\240117-DAM.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:49 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: 0 20'40'40' SCALE: 1" = 40' H 1" = 4' V C4.05 STORM LINE B PLAN & PROFILE STA. 0+00 TO STA. 3+82 Hydraulic calculations call this an 18 inch pipe which differs from the profile. Please verify 112 Item 7. OUTFALL 640 645 650 655 660 665 670 675 680 685 690 640 645 650 655 660 665 670 675 680 685 690 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 5+50 517 LF OF 36" RCP @ 0.58% ST A 5 + 1 7 . 2 7 ~ O U T F A L L CO N S T . C O N C . C O M B O B O X PE R O U T F A L L S T R U C T U R E DE T A I L ( R E : 4 . 0 2 ) ST A 0 + 0 0 . 0 0 ~ O U T F A L L IN S T A L L T x D O T P A R A L L E L WI N G H E A D W A L L F O R NO N - S K E W E D P I P E S (C H - P W - 0 ) FL 3 6 " R C P 6 6 0 . 0 0 FL 3 6 " R C P 6 5 7 . 0 0 FL 6 5 7 . 0 0 FL 6 5 7 . 1 4 FL 6 5 7 . 2 9 FL 6 5 7 . 4 3 FL 6 5 7 . 5 8 FL 6 5 7 . 7 2 FL 6 5 7 . 8 7 FL 6 5 8 . 0 1 FL 6 5 8 . 1 6 FL 6 5 8 . 3 0 FL 6 5 8 . 4 5 FL 6 5 8 . 5 9 FL 6 5 8 . 7 4 FL 6 5 8 . 8 8 FL 6 5 9 . 0 3 FL 6 5 9 . 1 7 FL 6 5 9 . 3 2 FL 6 5 9 . 4 6 FL 6 5 9 . 6 1 FL 6 5 9 . 7 5 FL 6 5 9 . 9 0 FINISHED GRADE EXISTING GRADE 100-YR HGL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. CALLED 17.893 ACRES SABLE CREEK PARTNERS, LTD. DOC. NO. 2017-55475 LOT 6 LOT 5 LOT 11X LOT 7 LOT 6 N 0 0 ° 5 6 ' 0 8 " E 3 7 2 . 2 6 ' 658 65 8 659 660 661 662 66 3 66 4 66 5 66 6 STA. 5+17.27 ~ OUTFALL CONST. CONC. COMBO BOX PER OUTFALL STRUCTURE DETAIL (RE: 4.02) STA. 0+00.00 ~ OUTFALL INSTALL TxDOT CONCRETE HEADWALL PER CH-PW-0 OUTFALL Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:58 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\02_BASEFILES\240117-DAM.DWG LAST SAVED BY: DUELCHAVEZ DATE: 11/13/2024 2:49 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: 0 20'40'40' SCALE: 1" = 40' H 1" = 4' V C4.06 OUTFALL PLAN & PROFILE 0+00 to END Hydraulic calculations call this an 42 inch pipe which differs from the profile. Please verify What is the basis of this starting HGL. Is this the WSE of receiving creek? Please provide documentation to back this. 113 Item 7. I N D I A N L A N E LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B STA 0+00 STORM LINE A FL 60" = 661.00 STA 2+21.96 STORM LINE A FL 54" = 663.72 54 " R C P @ 1 . 0 % STA 7+56.44 STORM LINE A STA 14+55.25 STORM LINE A STA 15+15.37 STORM LINE A FL 27" = 676.15 Q100 = 26.06 CFS 27" R C P @ 1 . 0 % 30" R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 33" R C P @ 1 . 0 % 24" RCP @ 1.0% 1 8 " R C P @ 1 . 0 % 33" R C P @ 1. 0 % 42" R C P @ 1 . 0 % 42" R C P @ 1 . 0 % 48" R C P @ 1 . 0 % 24" R C P @ 1 . 0 % 48" R C P @ 1 . 0 % 24" RC P @ 1 . 0 % 54" RC P @ 1 . 0 % 54" RC P @ 1 . 0 % 60 " R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 30" R C P @ 1 . 0 % STA 1+20.85 STORM LINE A FL 54" = 662.71 FL 60" = 662.21 STA 2+21.96 STORM LINE A FL 48" = 667.22 FL 54" = 666.72 STA 8+29.50 STORM LINE A FL 42" = 670.80 FL 48" = 670.30 STA 11+47.06 STORM LINE A FL 33" = 674.21 FL 42" = 673.47 STA 12+19.23 STORM LINE A FL 33" = 675.18 FL 33" = 674.94 PO N D R A M P @ 1 0 % DETENTION POND 42" RCP @ 1.0% 6'x6' STORM BOX POND OUTFALL STRUCTURE FL = 660.00 4' WYE INLET STANDARD FOR END OF STORM SERVICE LINE 1 8 " R C P @ 1 . 0 % W M W M W M W M W M W M W M W M W M W M W M W M W M W M W M W M W M W MWM W M W M W M W M STA 2+42.77 SS LINE A FL 8" IN = 665.44 FL 8" OUT = 665.54 STA 3+69.79 SS LINE A FL 8" IN = 666.81' FL 8" OUT = 666.91' STA 2+42.77 SS LINE A FL 8" = 665.32 STA 13+89.60 STORM LINE A FL 27" = 677.15 FL 33" = 676.90 Q100 = 26.06 CFS STA 2+42.77 SS LINE A FL 8" IN = 665.20' SOF = 665.87' STA 2+59.00 SS LINE B FL 8" = 669.10 STA 0+00.00 SS LINE B FL 8" = 664.20 STA 3+07.00 SS LINE C FL 8" = 675.50 STA 2+96.00 SS LINE D FL 8" = 668.92 STA 0+00.00 SS LINE D FL 8" = 667.44 6 6 5 6 7 0 6 7 0 6 7 5 6 7 5 68 0 6 8 0 6 6 1 6 6 2 6 6 3 6 6 4 6 6 6 6 6 7 6 6 8 6 6 8 6 6 9 6 6 9 6 7 1 6 7 1 6 7 2 6 7 2 6 7 3 6 7 3 6 7 4 6 7 4 67 6 6 7 6 6 7 7 6 7 7 6 7 8 6 7 8 6 7 8 6 7 8 6 7 9 6 7 9 68 1 6 8 1 68 2 682682682 680 6 8 5 68 5 6 8 5 6 8 5 679 68 1 68 2 68 3 6 8 3 68 4 6 8 4 68 6 68 6 6 8 7 68 7 6 8 8 6 8 8 6 8 9 689 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU /// /// /// /// /// /// /// /// /// /// /// /// REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 4.16 ACRES NS GROUP HOLDINGS, LLC. DOC. NO. 2018-132959 O.R.D.C.T. CALLED 17.893 ACRES SABLE CREEK PARTNERS, LTD. DOC. NO. 2017-55475 O.R.D.C.T. CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 1841, PG. 722 D.R.D.C.T. CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2023-10065 O.R.D.C.T. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., ET. AL. DOC. NO. 2023-45774 O.R.D.C.T. TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' FL-30"RCP=675.9' FL-30"RCP=675.8' FL-30"RCP=675.9' FL-30"RCP=676.5' FL-30"RCP=676.5' FL-30"RCP=676.6' TBM X-CUT N:7183344.5 E:2377322.3 ELEV:687.2' CALLED PARCEL 124 - 1.0854 ACRES STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. CALLED PARCEL 124E - 0.0027 ACRES DRAINAGE EASEMENT - STATE OF TEXAS DOC.NO. 2024-80763, O.R.D.C.T. FL-18"RCP=655.3' FL-18"RCP=652.9' FL-4' x 8' BOX= 653.2' FL-4' x 8' BOX= 653.2' CALLED PARCEL 116 - 0.0200 ACRES STATE OF TEXAS DOC.NO. 2019-14545, O.R.D.C.T. CALLED PARCEL 114 - 0.2123 ACRES STATE OF TEXAS DOC.NO. 2018-131313, O.R.D.C.T. SABLE CREEK ADDITION, PHASE 3 DOC. NO. 2018-472 P.R.D.C.T. SABLE CREEK ADDITION, PHASE 1 CAB. W, PG. 369 P.R.D.C.T. CALLED 1.62 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOL. 5091, PG. 2877 R.P.R.D.C.T. SSMH-RIM=660.0' FL-12"PVC=652.3' (NE) FL-12"PVC=652.3' (SW) SSMH-RIM=669.9' FL-12"PVC=662.5' (NE) FL-12"PVC=662.4' (SW) SSMH-RIM=680.6' FL-12"PVC=666.5' (NE) FL-12"PVC=666.4' (SW) SSMH-RIM=690.2' FL-12"PVC=668.4' (SE) FL-12"PVC=668.3' (SW) SSMH-RIM=691.9' FL-12"PVC=668.9' (NE) FL-12"PVC=668.7' (SE) FL-12"PVC=668.7' (NW) SSMH-RIM=687.3' FL-8"PVC=671.9' (NE) FL-12"PVC=671.9' (SE) FL-12"PVC=671.8' (NW) GRATE INLET=662.7' FL-24"RCP=656.3' (NE) FL-24"RCP=656.5' (SW) 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 LIMITS OF TOPOGRAPHIC EXHIBIT 10/02/2024 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48 LOT 47 LOT 46 LOT 45 LOT 43 LOT 42 LOT 41 LOT 40 LOT 6 LOT 5 LOT 9 LOT 11X LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:58 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-SEWER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 2:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C5.00 OVERALL UTILITY PLAN 0 50' SCALE: 1" = 100' 100'100' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF _____________ PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. See H&H Comment #5-6 - existing culvert no longer has drainage path to proposed detention pond. City of Sanger? 114 Item 7. 1.3 7 A C R E S 59, 8 5 6 S Q F T . LO T 2 4.5 6 A C R E S 198 , 8 1 8 S Q F T . LO T 3 3.6 2 A C R E S 157 , 7 5 5 S Q F T . BL O C K B 0+ 0 0 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+00 6+00 7+00 8+00 9+00 10+00 11+00 0+ 0 0 1+ 0 0 2+ 0 0 3+00 4 + 0 0 4 + 2 4 0 + 0 0 1 + 0 0 2 + 0 0 2 + 5 9 STA 0 + 0 0 S T O R M L I N E A FL 6 0 " = 6 6 1 . 0 0 STA 2 + 2 1 . 9 6 S T O R M L I N E A FL 5 4 " = 6 6 3 . 7 2 54" R C P @ 1 . 0 % STA 7 + 5 6 . 4 4 S T O R M L I N E A 3 3 " R C P @ 1 . 0 % 48" RCP @ 1 . 0 % 24" R C P @ 1 . 0 % 48" RCP @ 1 . 0 % 24" RCP @ 1.0% 54" RCP @ 1.0%54" RCP @ 1.0% 60" R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 3 0 " R C P @ 1 . 0 % STA 1 + 2 0 . 8 5 S T O R M L I N E A FL 5 4 " = 6 6 2 . 7 1 FL 6 0 " = 6 6 2 . 2 1 STA 2 + 2 1 . 9 6 S T O R M L I N E A FL 4 8 " = 6 6 7 . 2 2 FL 5 4 " = 6 6 6 . 7 2 STA 8 + 2 9 . 5 0 S T O R M L I N E A FL 4 2 " = 6 7 0 . 8 0 FL 4 8 " = 6 7 0 . 3 0 PO N D R A M P @ 1 0 % DE T E N T I O N PO N D 6'x6 ' S T O R M B O X P O N D OU T F A L L S T R U C T U R E FL = 6 6 0 . 0 0 4' W Y E I N L E T STA N D A R D F O R E N D O F ST O R M S E R V I C E L I N E WM W M WM WM WM WMWM WM STA 2 + 4 2 . 7 7 S S L I N E A FL 8 " I N = 6 6 5 . 4 4 FL 8 " O U T = 6 6 5 . 5 4 STA 3 + 6 9 . 7 9 S S L I N E A FL 8 " I N = 6 6 6 . 8 1 ' FL 8 " O U T = 6 6 6 . 9 1 ' STA 2 + 4 2 . 7 7 S S L I N E A FL 8 " = 6 6 5 . 3 2 STA 2 + 4 2 . 7 7 S S L I N E A FL 8 " I N = 6 6 5 . 2 0 ' SO F = 6 6 5 . 8 7 ' STA 2 + 5 9 . 0 0 S S L I N E B FL 8 " = 6 6 9 . 1 0 STA 0 + 0 0 . 0 0 S S L I N E B FL 8 " = 6 6 4 . 2 0 //////////////////////// //////////////////////// /////////////////////////////////////////////////////////////// /// /// /// /// /// /// ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// //////////////////////////////////////////////////////////// / / / // / SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OH U OH U OH U OH U CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL X X X X X X X X X X X X X X X X X X X X X X X X ///////////////////// ///////// / / / ////////////////////////////////////////////////////////////////////////////// TB M X - C U T N:7 1 8 2 9 8 3 . 6 E:2 3 7 6 4 6 4 . 4 ELE V : 6 8 2 . 2 ' FL- 3 0 " R C P = 6 7 5 . 9 ' FL- 3 0 " R C P = 6 7 5 . 8 ' FL- 3 0 " R C P = 6 7 5 . 9 ' FL- 3 0 " R C P = 6 7 6 . 5 ' FL- 3 0 " R C P = 6 7 6 . 5 ' FL- 3 0 " R C P = 6 7 6 . 6 ' FL- 1 2 " P V C = 6 6 2 . 5 ' ( N E ) FL- 1 2 " P V C = 6 6 2 . 4 ' ( S W ) FARM TO MARKET ROAD NO. 455 VARIABLE WIDTH RIGHT OF WAY TO P O G R A P H I C EX H I B I T 10/ 0 2 / 2 0 2 4 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-WATER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/12/2024 5:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C5.01 WATER PLAN 0 20' SCALE: 1" = 40' 40'40' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SANGER PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. M A T C H L I N E - S E E S H E E T C 5 . 0 2 WMWM 2" IRRIGATION LINE WITH METER 2" DOMESTIC WATER LINE WITH METER 8" FIRE LINE TYPICAL WATER TAPS Please revise and ensure fire hydrant spacing follows City of Sanger Ordinance § 5.701 requiring 300 ft spacing for all commercial structures and a maximum of 500 ft along fire apparatus access roadways Please specify size of water line and pipe material 115 Item 7. IN D I A N L A N E L O T 1 1 . 3 7 A C R E S 5 9 , 8 5 6 S Q F T . L O T 2 0 . 8 2 A C R E S 3 5 , 6 4 2 S Q F T . L O T 3 0 . 8 5 A C R E S 3 6 , 9 2 0 S Q F T . L O T 4 1 . 1 9 A C R E S 5 1 , 9 3 9 S Q F T . L O T 5 2 . 4 1 A C R E S 1 0 5 , 0 8 0 S Q F T . L O T 6 2 . 1 4 A C R E S 9 3 , 4 1 9 S Q F T . L O T 7 4 . 0 5 A C R E S 1 7 6 , 4 9 2 S Q F T . B L O C K A 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+31 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+25 0+ 0 0 1+ 0 0 2+ 0 0 2+ 9 6 3+ 0 7 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 S T A 7 + 5 6 . 4 4 S T O R M L I N E A S T A 1 4 + 5 5 . 2 5 S T O R M L I N E A S T A 1 5 + 1 5 . 3 7 S T O R M L I N E A F L 2 7 " = 6 7 6 . 1 5 Q 1 0 0 = 2 6 . 0 6 C F S 27" RCP @ 1.0%30" RCP @ 1.0% 24 " R C P @ 1 . 0 % 33" RCP @ 1.0% 2 4 " R C P @ 1 . 0 % 18 " R C P @ 1 . 0 % 3 3 " R C P @ 1 . 0 % 42" RCP @ 1.0% 42" RCP @ 1.0% 48" R C P @ 1 . 0 % 24" RCP @ 1.0% S T A 8 + 2 9 . 5 0 S T O R M L I N E A F L 4 2 " = 6 7 0 . 8 0 F L 4 8 " = 6 7 0 . 3 0 S T A 1 1 + 4 7 . 0 6 S T O R M L I N E A F L 3 3 " = 6 7 4 . 2 1 F L 4 2 " = 6 7 3 . 4 7 S T A 1 2 + 1 9 . 2 3 S T O R M L I N E A F L 3 3 " = 6 7 5 . 1 8 F L 3 3 " = 6 7 4 . 9 4 18 " R C P @ 1 . 0 % WMWM WMWM WMWM WMWM WMWMWMWM WMWM S T A 1 3 + 8 9 . 6 0 S T O R M L I N E A F L 2 7 " = 6 7 7 . 1 5 F L 3 3 " = 6 7 6 . 9 0 Q 1 0 0 = 2 6 . 0 6 C F S S T A 3 + 0 7 . 0 0 S S L I N E C F L 8 " = 6 7 5 . 5 0 S T A 2 + 9 6 . 0 0 S S L I N E D F L 8 " = 6 6 8 . 9 2 S T A 0 + 0 0 . 0 0 S S L I N E D F L 8 " = 6 6 7 . 4 4 /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////// ////// //////////////////////////////////////////////////////////////////////////////////////////////////////////// /// ////// /// SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDOHU OHU O H U O H U OH U OH U CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL /// /// /// /// /// ////// /// /////////////////////////////////////////////////////////////////////////////////////////////////// // / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X // / // / C A L L E D 1 . 1 0 A C R E S R F & S O N S P R O P E R T I E S , L L C D O C . N O . 2 0 2 3 - 1 0 0 6 5 T B M X - C U T N : 7 1 8 2 7 3 2 . 0 E : 2 3 7 6 6 9 2 . 0 E L E V : 6 8 3 . 2 ' T B M X - C U T N : 7 1 8 2 9 8 3 . 6 E : 2 3 7 6 4 6 4 . 4 FL-30"RC P = 6 7 6 . 5 ' FL-30 " R C P = 6 7 6 . 6 ' NO. 2019-14545, O. R . D . C . T . FL-12"PVC= 6 6 6 . 5 ' ( N E ) FL-12"PV C = 6 6 6 . 4 ' ( S W ) FL-12"PVC=6 6 8 . 3 ' ( S W ) F L - 8 " P V C = 6 7 1 . 9 ' ( N E ) F L - 1 2 " P V C = 6 7 1 . 9 ' ( S E ) F L - 1 2 " P V C = 6 7 1 . 8 ' ( N W ) L O T 2 9 L O T 3 0 L O T 3 1 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-WATER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/12/2024 5:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C5.02 WATER PLAN 0 20' SCALE: 1" = 40' 40'40' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SANGER PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. MA T C H L I N E - S E E S H E E T C5 . 0 2 MA T C H L I N E - S E E S H E E T C 5 . 0 1 WMWM 2" IRRIGATION LINE WITH METER 2" DOMESTIC WATER LINE WITH METER 8" FIRE LINE TYPICAL WATER TAPS 116 Item 7. LOT 1 3.11 A C R E S 135, 2 8 0 S Q F T . BLO C K B STA 2 + 2 1 . 9 6 S T O R M L I N E A FL 5 4 " = 6 6 3 . 7 2 54" R C P @ 1 . 0 % 54" RCP @ 1.0% 54" RCP @ 1.0% 60" R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 2 4 " R C P @ 1 . 0 % 3 0 " R C P @ 1 . 0 % STA 1 + 2 0 . 8 5 S T O R M L I N E A FL 5 4 " = 6 6 2 . 7 1 FL 6 0 " = 6 6 2 . 2 1 PO N D R A M P @ 1 0 % 4' W Y E I N L E T STA N D A R D F O R E N D O F STO R M S E R V I C E L I N E WM WMWM WM WMWM STA 2 + 4 2 . 7 7 S S L I N E A FL 8 " I N = 6 6 5 . 4 4 FL 8 " O U T = 6 6 5 . 5 4 STA 3 + 6 9 . 7 9 S S L I N E A FL 8 " I N = 6 6 6 . 8 1 ' FL 8 " O U T = 6 6 6 . 9 1 ' STA 2 + 4 2 . 7 7 S S L I N E A FL 8 " = 6 6 5 . 3 2 STA 2 + 4 2 . 7 7 S S L I N E A FL 8 " I N = 6 6 5 . 2 0 ' SOF = 6 6 5 . 8 7 ' 6 7 0 67 5 66 8 6 6 9 6 7 1 6 7 2 6 7 3 6 7 4 67 6 67 7 /////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X CAL L E D 1 . 0 1 A C R E S RF & S O N S P R O P E R T I E S , L L C DO C . N O . 2 0 2 4 - 3 4 9 3 0 O.R . D . C . T . CAL L E D 1 . 0 6 A C R E S CH U P C O R P O R A T I O N , INC. , E T . A L . DO C . N O . 2 0 2 3 - 4 5 7 7 4 O.R . D . C . T . SS-A 8" SDR 35 CONNECTION TO EXISTING MANHOLE IN TXDOT ROW SS-A 660 665 670 675 680 660 665 670 675 680 -0+25 0+00 1+00 2+00 3+00 4+00 4+50 127 LF O F 8 " @ 2 . 2 5 % 54 LF OF 8" @ 0.50% FL 8 " P V C O U T 6 6 7 . 5 6 FL 8 " P V C I N 6 6 7 . 2 9 FL 8 " P V C O U T 6 6 6 . 5 7 FL 8 " P V C I N 6 6 3 . 7 1 FL 8 " P V C O U T 6 6 3 . 6 1 FL 8 " P V C I N 6 6 7 . 2 9 FL 8 " P V C O U T 6 6 6 . 5 7 243 LF OF 8" @ 0.50% ST A 2 + 4 2 . 7 8 ~ S S - A CO N S T R U C T 4 ' S S M H RI M 6 6 8 . 0 5 ST A 3 + 6 9 . 7 9 ~ S S - A CO N S T R U C T 4 ' S S M H RI M 6 7 0 . 8 6 ST A 4 + 2 3 . 9 9 ~ S S - A CO N S T R U C T 4 ' S S M H RI M 6 7 1 . 9 7 48" RCP EXISTING GROUND PROPOSED GROUND 1. 5 0 ' 3. 0 0 ' 20LF SDR 26 SEWER PIPE CENTERED OVER STORMLINE CONNECT TO EXISTING MANHOLE IN TXDOT ROW Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-SEWER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 2:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: 0 20' SCALE: 1" = 40' 40'40' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT C5.03 SANITARY SEWER LINE SS-A SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF _____________ PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. Please revise stations and flow lines to match profile City of Sanger 117 Item 7. 48" RCP @ 1 . 0 % 2 4 " R C P @ 1 . 0 % STA 2 + 2 1 . 9 6 S T O R M L I N E A FL 4 8 " = 6 6 7 . 2 2 FL 5 4 " = 6 6 6 . 7 2 WM W M WM STA 2 + 5 9 . 0 0 S S L I N E B FL 8 " = 6 6 9 . 1 0 STA 0 + 0 0 . 0 0 S S L I N E B FL 8 " = 6 6 4 . 2 0 68 0 6 8 0 67 8 6 7 8 6 7 8 6 7 9 6 7 9 681 6 8 1 682 ///////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///////// SD SD SD OH U OH U CAL L E D 1 . 1 0 A C R E S RF & S O N S P R O P E R T I E S , L L C DO C . N O . 2 0 2 3 - 1 0 0 6 5 O.R . D . C . T . CAL L E D 1 . 0 1 A C R E S RF & S O N S P R O P E R T I E S , L L C DO C . N O . 2 0 2 4 - 3 4 9 3 0 O.R . D . C . T . TB M X - C U T N:7 1 8 2 9 8 3 . 6 E:2 3 7 6 4 6 4 . 4 ELE V : 6 8 2 . 2 ' FL- 3 0 " R C P = 6 7 5 . 9 ' SS-B 8" SDR 35 SS-B 660 665 670 675 680 685 690 660 665 670 675 680 685 690 -0+25 0+00 1+00 2+00 2+75 259 LF O F 8 " S D R 3 5 @ - 2 . 3 2 % FL 8 " P V C O U T 6 6 4 . 2 0 FL 8 " P V C I N 6 7 0 . 2 0 ST A 2 + 5 8 . 8 2 ~ S S - B CO N S T R U C T 4 ' S S M H RI M 6 7 7 . 9 0 ST A 0 + 0 0 . 0 0 ~ S S - B CO N S T R U C T 4 ' S S M H RI M 6 7 9 . 2 1 EXISTING GROUND PROPOSED GROUND 48" RCP 2. 0 0 ' Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-SEWER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 2:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: 0 20' SCALE: 1" = 40' 40'40' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF _____________ PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. C5.04 SANITARY SEWER LINE SS-B 118 Item 7. SS-C 660 665 670 675 680 685 690 695 660 665 670 675 680 685 690 695 -0+25 0+00 1+00 2+00 3+00 3+25 307 LF O F 8 " S D R 3 5 @ 3 . 4 2 % FL 8 " P V C O U T 6 7 7 . 0 0 ST A 3 + 0 7 . 3 3 ~ S S - C CO N S T R U C T 4 ' S S M H RI M 6 8 5 . 8 5 EXISTING GROUND PROPOSED GROUND 48" RCP 2. 0 0 ' LO T 1 1.3 7 A C R E S 59, 8 5 6 S Q F T . LO T 2 0.8 2 A C R E S 35, 6 4 2 S Q F T . 93, 4 1 9 S Q F T . LO T 7 4.0 5 A C R E S 176 , 4 9 2 S Q F T . BLO C K A 33 " R C P @ 1 . 0 % 24" R C P @ 1 . 0 % 18" RCP @ 1.0% 42 " R C P @ 1 . 0 % 42 " R C P @ 1 . 0 % STA 1 1 + 4 7 . 0 6 S T O R M L I N E A FL 3 3 " = 6 7 4 . 2 1 FL 4 2 " = 6 7 3 . 4 7 WMWM WMW WM WM STA 3 + 0 7 . 0 0 S S L I N E C FL 8 " = 6 7 5 . 5 0 68 0 6856 8 5 685 68 5 6 8 1 6 8 2 6 8 3 6 8 4 6 8 6 687 // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / SSM H - R I M = 6 8 0 . 6 ' FL- 1 2 " P V C = 6 6 6 . 5 ' ( N E ) FL- 1 2 " P V C = 6 6 6 . 4 ' ( S W ) SS-C CONNECTION TO EXISTING MANHOLE IN TXDOT ROW SS-G STATION 3+07.00 INSTALL: 1 - 4' MANHOLE Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-SEWER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 2:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: 0 20' SCALE: 1" = 40' 40'40' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT C5.06 SANITARY SEWER LINE SS-D SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF _____________ PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. Proposed Sanitary Sewer is 8" 119 Item 7. SS-D 660 665 670 675 680 685 690 695 660 665 670 675 680 685 690 695 -0+25 0+00 1+00 2+00 3+00 3+25 296 LF OF 8" @ 0.50% FL 8 " P V C I N 6 6 7 . 4 4 FL 8 " P V C O U T 6 6 8 . 9 2 ST A 2 + 9 4 . 4 2 ~ S S - C CO N S T R U C T 4 ' S S M H RI M 6 8 9 . 0 3 ST A 0 + 0 0 . 0 0 ~ S S - D CO N S T R U C T 4 ' S S M H RI M 6 8 5 . 8 6 EXISTING GROUND PROPOSED GROUND CONNECT TO EXISTING MANHOLE IN TXDOT ROW 36" RCP 2. 0 0 ' LO T 2 0.8 2 A C R E S 35, 6 4 2 S Q F T . LO T 3 0.8 5 A C R E S 36, 9 2 0 S Q F T . LO T 4 1.1 9 A C R E S 51, 9 3 9 S Q F T . LO T 5 2.4 1 A C R E S 105 , 0 8 0 S Q F T . LO T 6 2.1 4 A C R E S 93, 4 1 9 S Q F T . BLO C K A STA 1 4 + 5 5 . 2 5 S T O R M L I N E A STA 1 5 + 1 5 . 3 7 S T O R M L I N E A FL 2 7 " = 6 7 6 . 1 5 Q10 0 = 2 6 . 0 6 C F S 27 " R C P @ 1 . 0 % 30 " R C P @ 1 . 0 % 24" RCP @ 1.0% 33 " R C P @ 1 . 0 % STA 1 1 + 4 7 . 0 6 S T O R M L I N E A STA 1 2 + 1 9 . 2 3 S T O R M L I N E A FL 3 3 " = 6 7 5 . 1 8 FL 3 3 " = 6 7 4 . 9 4 18" RCP @ 1.0% WMWM WMWM WMWM WMWM WM WM STA 1 3 + 8 9 . 6 0 S T O R M L I N E A FL 2 7 " = 6 7 7 . 1 5 FL 3 3 " = 6 7 6 . 9 0 Q10 0 = 2 6 . 0 6 C F S STA 2 + 9 6 . 0 0 S S L I N E D FL 8 " = 6 6 8 . 9 2 STA 0 + 0 0 . 0 0 S S L I N E D FL 8 " = 6 6 7 . 4 4 6 8 6 6 8 7 68 8 688 689 // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / CAL L E D P A R C E L 1 1 6 - 0 . 0 2 0 0 A C R E S NO . 2 0 1 9 - 1 4 5 4 5 , O . R . D . C . T . CAL L E D P A R C E L 1 1 4 - 0 . 2 1 2 3 A C R E S NO . 2 0 1 8 - 1 3 1 3 1 3 , O . R . D . C . T . SSM H - R I M = 6 9 0 . 2 ' FL- 1 2 " P V C = 6 6 8 . 4 ' ( S E ) FL- 1 2 " P V C = 6 6 8 . 3 ' ( S W ) SS-D SS-D STATION 2+96.00 INSTALL: 1 - 4' MANHOLE Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C5.00-UTIL-SEWER.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 2:10 PM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: 0 20' SCALE: 1" = 40' 40'40' LEGEND - UTILITY PLAN SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED WATER METERWM PROPOSED SANITARY SEWER MANHOLE PROPOSED CLEANOUT C5.06 SANITARY SEWER LINE SS-D SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF _____________ PUBLIC WORKS SPECIFICATIONS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF GAINESVILLE FOR THE CONNECTIONS TO THE EXISTING WATER AND WASTEWATER MAINS. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTION MATERIALS SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND TO NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9.MATCH TOPS OF ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 10.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 11.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR, WHEN CROSSING PROVIDE 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 12.UNDERGROUND LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 13.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND ARE TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 14.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH OF 3000 P.S.I. 15.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE TO TOP OF ALL WATERLINES. 16.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 19.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 20.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 21.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 22.CONTRACTOR SHALL COORDINATE ALL UTILITY POLE RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 23.CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHAL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. 120 Item 7. I N D I A N L A N E LOT 1 1.37 ACRES 59,856 SQ FT. LOT 2 0.82 ACRES 35,642 SQ FT. LOT 3 0.85 ACRES 36,920 SQ FT. LOT 4 1.19 ACRES 51,939 SQ FT. LOT 5 2.41 ACRES 105,080 SQ FT. LOT 6 2.14 ACRES 93,419 SQ FT. LOT 7 4.05 ACRES 176,492 SQ FT. LOT 1 3.11 ACRES 135,280 SQ FT. LOT 2 4.56 ACRES 198,818 SQ FT. LOT 3 3.62 ACRES 157,755 SQ FT. BLOCK A BLOCK B/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SD SD SD SD SD SD SD SD OH U O H U /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU /// /// /// /// /// /// /// /// /// /// /// /// 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 STABILIZED CONSTRUCTION ENTRANCE WITH CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE WITH CONCRETE WASHOUT 68 5 6 8 5 69 0 69 0 68 1 6 8 1 68 2 68 2 6 8 3 68 3 68 4 684 68 6 6 8 6 68 7 6 8 7 6 8 7 6 8 7 6 8 7 6 8 8 68 8 6 8 8 689 6 8 9 68 9 6 6 5 66 5 6 7 0 6 7 0 6 7 5 6 7 5 68 0 6 8 0 6 6 1 66 1 6 6 2 66 2 6 6 3 66 3 6 6 4 66 4 6 6 6 66 6 666667 6 6 7 6 6 8 6 6 8 6 6 9 6 6 9 6 7 1 6 7 1 6 7 2 6 7 2 6 7 3 6 7 3 6 7 4 6 7 4 6 7 6 6 7 6 6 7 7 6 7 7 6 7 8 6 7 8 6 7 9 6 7 9 6 8 1 6 8 2 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C6.0 EROSION CONTROL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:21 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C6.00 EROSION CONTROL 0 20' SCALE: 1" = 40' 40'40' EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR 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. 3. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES (INCLUDING STORM WATER POLLUTION PREVENTION PLAN.) THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED TPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. 4. PRIOR TO COMMENCING ANY CONSTRUCTION, A CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE SHALL BE INSTALLED AT THE LOCATIONS SHOWN, OR AS DESCRIBED IN THE SWPPP. 5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. 6. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 7. AS INLETS ARE COMPLETED, TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED. 8. AT THE COMPLETION OF THE PAVING AND FINAL GRADING, THE DISTURBED AREA(S) SHALL BE REVEGETATED IN ACCORDANCE WITH THE SWPPP. 9.THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND EXCAVATED SLOPES SHALL BE AS INDICATED WITHIN THE SWPPP. PLANT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE AND SOIL CONDITIONS. IN GENERAL, HYDROSEEDING OR SODDING BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY 1 TO AUGUST 30). WINTER RYE OR FESCUE GRASS MAY BE PLANTED DURING TIMES OTHER THAN THE SUMMER MONTHS AS A TEMPORARY MEASURE UNTIL SUCHTIME AS THE PERMANENT PLANTING CAN BE MADE. 10.SILT FENCE AND INLET SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL REVEGETATION HAS BEEN COMPLETED. 11.DISTURBED AREAS THAT ARE SEEDED OR SODDED SHALL BE CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY MAINTAINED. DISTURBED AREAS SHALL BE WATERED, FERTILIZED, AND RESEEDED OR RESODDED, IF NECESSARY. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 12.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIN BEFORE IT IS 50% FULL, IF IMPLEMENTED BY THE SWPPP. 13.FREQUENT INSPECTIONS OF THE SILT FENCE SHALL BE MADE. ALL REPAIRS OR REPLACEMENTS SHALL BE MADE IMMEDIATELY. 14.THE CONTRACTOR SHALL INSPECT HIS STABILIZATION AND EROSION CONTROL MEASURES AT MINIMUM OF ONCE EVERY 14 DAYS, AND WITHIN 24 HOURS OF ANY STORM EVENT GREATER THAN 0.5 INCHES. THE CONTRACTOR SHALL REPAIR INADEQUACIES REVEALED BY THE INSPECTION BEFORE THE NEXT STORM EVENT AND SHALL MODIFY HIS SWP3 WITHIN 7 DAYS OF THE INSPECTION. ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF WHEN IT REACHES A DEPTH OF SIX (6) INCHES. 15.CONTRACTOR SHOULD ATTAIN A 75% BERMUDA COVERING BY SEEDING OR SODDING OVER ALL AFFECTED CONSTRUCTION AREAS BEFORE EROSION CONTROL CAN BE REMOVED. 16.CONTRACTOR IS RESPONSIBLE FOR PREPARING, FILING, & MAINTAINING THE SWPPP & THE NOI. 17.WHERE SILT FENCE CAN NOT BE USED, THE CONTRACTOR MAY SUBSTITUTE WITH THE FOLLOWING: -TRIANGULAR SEDIMENT FILTER DIKE PER NCTCOG SPEC 1050A -"TEXAS POWER MULCH" MULCH FILLED FILTER SOCK 18.THE CONTRACTOR SHALL REFER TO EROSION CONTROL NARRATIVE AND SWPPP 19. COORDINATION/INVESTIGATION DOCUMENTATION PROVIDED BY OTHERS FOR APPROPRIATE EROSION CONTROL MEASURES AND PROCEDURES FOR THIS PROJECT. STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT LEGEND - EROSION CONTROL SITE BOUNDARY PROPOSED EASEMENT BUILDING SETBACK SILT FENCE INLET PROTECTION FLOW ARROW 121 Item 7. Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 2:59 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C6.0 EROSION CONTROL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:21 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C6.01 EROSION CONTROL DETAILS 122 Item 7. SCALE:NOT TO SCALE TYPICAL SIDEWALK AT BUILDING SECTION REF STRUCTURAL PLANS FOR FOUNDATION #3 AT 18" OC EW 4" 6" VA R I E S 1/2" JOINT. USE 2-PART URETHANE SELF-LEVELING SEALANT SCALE:NOT TO SCALE SIDEWALK CONNECTION W/ EXPANSION JOINT DETAIL EXISTING SIDEWALK SMOOTH SAWCUT1/2" EXPANSION JOINT #3 AT 18" OC EW 4" #3x18" AT 12" OC INTO HILTI HIT ANCHOR AT EX SIDEWALK (4" EMBED) SCALE:NOT TO SCALE TYPICAL SIDEWALK DETAIL SCALE:NOT TO SCALE TYPICAL CURB SECTION AT EXISTING CONCRETE 6" MA T C H EX I S T I N G 6"#4 CONT #4 AT 18" OC #4 AT 18" OC EW GRADE #4 @ 18" INTO HILTI HIT ANCHOR AT EXISTING SIDEWALK 1" EXPANSION JOINT SCALE:NOT TO SCALE TYPICAL CURB AT SIDEWALK SECTION 6" RE F . P L A N 6" #4 CONT #4 AT 18" OC #4 AT 18" OC EW R3" R1 1/2" #3 AT 18" OC EW 4" 1/2" EXPANSION JOINT SCALE:NOT TO SCALE TYPICAL CURB SECTION SCALE:NOT TO SCALE TYPICAL EXPANSION JOINT AT EXISTING CONCRETE SECTION SCALE:NOT TO SCALE TYPICAL EXPANSION JOINT (EJ) SECTION NOTE: THIS JOINT IS INTENDED TO BE PLACED WITH ONE SIDE PLACED FIRST & ALLOWED TO SETUP BEFORE THE OTHER SIDE. CONTRACTOR TO SUBMIT PLANS FOR PLACEMENT PROCEDURE 3/4" DIA x 18" LONG SMOOTH ROD DOWEL AT 12" OC WITH ONE END GREASED AND WITH A SLIP CAP ON THE GREASED END SEE PLAN FOR REINF SE E PL A N 1'-6" EXPANSION JOINT (SEE DETAIL 11/C7.10) SEE PLAN FOR REINF PLASTIC SLIP CAP 2" 5'-0"5'-0" SCALE:NOT TO SCALE TYPICAL FIRE LANE STRIPING DETAIL 6" RED STRIPE "NO PARKING FIRE LANE" IN 4" WHITE LETTERING AT 20' SPACING NO PARKING FIRE LANE NO PARKING FIRE LANE SCALE:NOT TO SCALE TYPICAL PAVING/HIGHWAY CONNECTION DETAIL SCALE:NOT TO SCALE TYPICAL THICKENED EDGE DETAIL SCALE:NOT TO SCALE TYPICAL DOOR RAMP SECTION 10 " 10 " C 10 " 30" 30 " 1 " 3" 3" 15" SCALE:NOT TO SCALE R1-1 "STOP" SIGN SCALE:NOT TO SCALE TYPICAL DOOR RAMP SECTION Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.00 GENERAL DETAILS I 123 Item 7. RESERVED SCALE:NOT TO SCALE TYPICAL SIGN POST DETAIL PIPE 2" STD x 12'-0" 3' - 0 " 2' - 6 " CONCRETE FOOTING 12" DIA COAT PORTION OF COLUMN EXPOSED TO GROUND WITH A BITUMINOUS PAINT FINISH GRADE CORE 5' m i n i m u m HANDICAP PARKING SIGN MOUNTED TO POLE (MOUNT THE CENTER OF THE SIGN 60" FROM TOP OF SIDEWALK) 4" BLUE STRIPE 5' - 0 " 18'-0" 45 ° INTERNATIONAL WHITE HANDICAP SYMBOL ON BLUE BACKGROUND PAINTED ON THE PAVEMENT 9' - 0 " 11 ' - 0 " VA N NO PARKING "NO PARKING" MUST BE PAINTED IN ALL CAPITAL LETTERS WITH A HEIGHT OF AT LEAST 12 INCHES AND A STROKE WIDTH OF AT LEAST 2 INCHES AND CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE HANDICAP PARKING SIGN MOUNTED TO POLE (MOUNT THE CENTER OF THE SIGN 60" FROM TOP OF SIDEWALK) 4" BLUE STRIPE 5' - 0 " 18'-0" INTERNATIONAL WHITE HANDICAP SYMBOL ON BLUE BACKGROUND PAINTED ON THE PAVEMENT 11 ' - 0 " VA N NO PARKING "NO PARKING" MUST BE PAINTED IN ALL CAPITAL LETTERS WITH A HEIGHT OF AT LEAST 12 INCHES AND A STROKE WIDTH OF AT LEAST 2 INCHES AND CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE NO PARKING 2' 45 ° 9' - 0 " 9' - 0 " 9' - 0 " 5' - 0 " 11 ' - 0 " VA N NO PARKING INTERNATIONAL WHITE HANDICAP SYMBOL ON BLUE BACKGROUND PAINTED ON THE PAVEMENT HANDICAP PARKING SIGN MOUNTED TO POLE (MOUNT THE BOTTOM OF THE SIGN 60" FROM TOP OF SIDEWALK) 18'-0" "NO PARKING" MUST BE PAINTED IN ALL CAPITAL LETTERS WITH A HEIGHT OF AT LEAST 12 INCHES AND A STROKE WIDTH OF AT LEAST 2 INCHES AND CENTERED WITHIN EACH ACCESS AISLE ADJACENT TO THE PARKING SPACE 45 ° 45 ° 4" BLUE STRIPE SCALE:NOT TO SCALE HANDICAP PARKING SPACE 11,5,9 DETAIL SCALE:NOT TO SCALE HANDICAP PARKING SPACE 11,5 DETAIL SCALE:NOT TO SCALE HANDICAP PARKING SPACE 9,9,9,5,11 DETAIL PARKING VAN ACCESSIBLE VIOLATORS SUBJECT TO 1" 2" 2" 2" 1" 6" 1' - 1 1 " 1'-0" SCALE:NOT TO SCALE RESERVED PARKING W/ VAN ACCESSIBLE SIGN FINE AND TOWING RESERVED PARKING VIOLATORS SUBJECT TO 1" 2" 2" 2" 1" 6" 1' - 7 1 / 2 " 1'-0" SCALE:NOT TO SCALE RESERVED PARKING SIGN FINE AND TOWING RESERVED PARKING VAN ACCESSIBLE VIOLATORS SUBJECT TO FINE AND TOWING SCALE:NOT TO SCALE TYPICAL PARKING STRIPE DETAIL 6 FT RAMPFLAT AREA6 FT RAMP 12 1 12 1 NOTE: THIS OCCURS EACH TIME THE SIDEWALK RAMPS DOWN SCALE:NOT TO SCALE TYPICAL SIDEWALK RAMP DETAILS 3' - 8 " M I N 3'-8" MIN SLOPE 1:12 MAX 2% EW SLOPE 1:12 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.01 GENERAL DETAILS II 124 Item 7. Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.02 GENERAL DETAILS III 125 Item 7. CITY OF FORT WORTH, TEXAS EMBEDMENT FOR SANITARY SEWER SERVICES 33 05 10-D202 REVISED: 12-01-2021CITY OF FORT WORTH, TEXAS EMBEDMENT FOR SANITARY SEWER UP TO 15-INCH DIAMETER 33 05 10-D201A REVISED: 12-01-2021 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.03 GENERAL DETAILS IV Please reference latest NCTCOG standard specifications for public works construction for all improvements under the jurisdictions of the City of Sanger ordinances 126 Item 7. ® ® 33 49 10-D410 REVISED: 9/09/2022 STANDARD 5' SQUARE JUNCTION BOX CITY OF FORT WORTH, TEXAS Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.04 GENERAL DETAILS V 127 Item 7. CITY OF FORT WORTH, TEXAS WATER CARRIER PIPE INSTALLATION IN STEEL CASING 33 05 24-D106 REVISED: 05-15-2015CITY OF FORT WORTH, TEXAS EMBEDMENT FOR WATER SERVICES 33 05 10-D104 DATE: 12-01-2021 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.05 GENERAL DETAILS VI 128 Item 7. CITY OF FORT WORTH, TEXAS WATER LINE LOWERING DETAIL 33 05 12-D162 REVISED: 05-08-2013 Project No: 240117 Issued Date:11/12/2024 Drawn By: Checked By: Designed By: IN Issue Record #Description Date FM 4 5 5 A N D I N D I A N L N SA N G E R , T E X A S SA N G E R T O W N C E N T E R S O U T H IN PLOTTED BY: MARIA PAZ DATE: 11/13/2024 3:00 PM DWG NAME: P:\2024\240117 SABLE CROSSING - SANGER TOWN CENTER SOUTH\CAD\CIVIL\04_SHEETS\C7.00-DETL.DWG LAST SAVED BY: MARIAPAZ DATE: 11/13/2024 11:14 AM ENGINEERS & ENVIRONMENTAL www.kje-us.com Texas Firm F-12214 KJE 500 Moseley Rd Cross Roads, TX 76277 Phone 940-387-0805 Fax 940-387-0830 RP NO T F O R C O N S T R U C T I O N IN P R O G R E S S PRELIMINARY "THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN NORFOLK, P.E. 93550 ON 11/13/2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES." TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' TBM X-CUT N:7182732.0 E:2376692.0 ELEV:683.2' TBM X-CUT N:7182983.6 E:2376464.4 ELEV:682.2' BENCHMARKS: C7.06 GENERAL DETAILS VII 129 Item 7. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Minor Plat of Mejia Ranch, being approximately 5.143 acres of land described as A0801A WM MASON, TR 28, 5.0 ACRES, within the limits of City of Sanger, generally located North of Lois Road W, and approximately 720.55 feet west of Stemmons Frwy. SUMMARY: The applicant proposes to plat this property with no future plans at this time. The property is in the city limits of Sanger Texas. The property is served by City of Sanger Electric, CoServ Electric, and Bolivar Water. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all Planning comments are met before City Council approval. ATTACHMENTS: Location Map Minor Plat Application Letter of Intent Planning Comments 130 Item 8. 123017 59773 957945 199276 1017130 959406 957946 959407 59787 1016140 5977859760 959833 5974859757 960033 959234 59790 556696 59797 59794 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 11/14/2024, 5:09:45 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. 131 Item 8. 12" IRF P.O.B. 12" IRF PK NAIL SETPK NAIL SET 12" IRF 12" IRF 39 . 6 9 ' 40 . 3 4 ' A CALLED 5.145 ACRES ARMANDO MEJIA DOC. NO. 2022-138082 R.P.R.D.C.T. 5.143 ACRES (TOTAL) S 89°43'33" E 211.70' N 89°32'55" W 211.70' S 0 0 ° 3 6 ' 4 3 " W 1 0 5 8 . 6 1 ' N 0 0 ° 3 7 ' 1 3 " E 1 0 5 8 . 5 2 ' S 89°34'22" E 211.55' 10 1 8 . 8 4 ' 10 1 8 . 2 7 ' LOIS ROAD W WILLIA M M A S O N S U R V E Y ABSTRA C T N O . 8 0 1 B L O C K A 4.948 AC LOT 1 215,547 SQ.FT. 0.195 OF AN ACRE IN DEDICATION LOT 2 , B L O C K A SALAS A D D I T I O N DOC. N O . 2 0 2 0 - 2 7 2 P.R.D . C . T . VENKA T A N A G A M U R A L I K O N A T A M A N D SUKAN Y A K O N A T A M DOC. N O . 2 0 2 1 - 8 3 0 3 1 R.P.R . D . C . T . A CAL L E D 5 5 . 1 9 A C R E S MACCA M P , L T D . DOC. N O . 2 0 1 0 - 6 4 3 6 6 R.P.R . D . C . T . AFFID A V I T O F H E I R S H I P A CAL L E D 2 0 . 5 9 A C R E S DOC. N O . 2 0 2 1 - 1 7 4 1 8 8 R.P.R . D . C . T . LOT 1 , B L O C K A SALAS A D D I T I O N DOC. N O . 2 0 2 0 - 2 7 2 P.R.D . C . T . SUKAN Y A K O N A T A M DOC. N O . 2 0 2 1 - 8 3 0 6 5 R.P.R . D . C . T . SOUTHEAST CORNER WILLIAM MASON SURVEY A-801 N 0'50'100' J.E. THOMPSON 4857 JOB NO. 24190 DATE: 10/10/2024 DRAWN BY: D.A. SCALE: 1" = 50' PAGE: 1 OF 1 FOR PRELIMINARY REVIEW ONLY MINOR PLAT LOT 1, BLOCK A MEJIA RANCH BEING 5.143 ACRES (0.195 OF AN ACRE RIGHT OF WAY DEDICATION) IN THE WILLIAM MASON SURVEY, ABSTRACT NO. 801 CITY OF SANGER DENTON COUNTY, TEXAS 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 FAX. 940-665-9106 TBPLS FIRM NO. 10048000 LEGEND ERRORS: THE CLIENT OR CLIENT'S REPRESENTATIVES WILL HAVE 45 DAYS FROM THE DATE THE SURVEY WAS ISSUED TO CHANGE ANY MISSPELLINGS OR ANY ERRORS ON THE SURVEY REPORT, AFTER THIS TIME HAS EXPIRED ALL PARTIES INVOLVED MUST ACCEPT THE SURVEY AS ISSUED. OWNERS DEDICATION: 5.143 ACRES IN THE WILLIAM MASON SURVEY ABSTRACT NUMBER 801 CITY OF SANGER DENTON COUNTY, TEXAS WHEREAS ARMANDO MEJIA IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE WILLIAM MASON, ABSTRACT NUMBER 801, CITY OF SANGER, DENTON COUNTY, TEXAS AND BEING A RETRACEMENT SURVEY OF ALL OF A CALLED 5.145 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO ARMANDO MEJIA AS RECORDED IN DOCUMENT NUMBER 2022-138082 OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN 1/2” IRON ROD FOUND AT THE NORTHWEST CORNER OF SAID 5.145 ACRE TRACT, COMMON TO THE NORTHEAST CORNER OF LOT 2, BLOCK A OF SALAS ADDITION AS RECORDED IN DOCUMENT NUMBER 2020-272 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE SOUTH 89 DEGREES 34 MINUTES 22 SECONDS EAST, ALONG OR NEAR A FENCE, A DISTANCE OF 211.55 FEET TO AN 1/2” IRON ROD FOUND FOR CORNER AT THE NORTHWEST CORNER OF A CALLED 20.59 ACRE TRACT DESCRIBED IN THE AFFIDAVIT OF HEIRSHIP AS RECORDED IN DOCUMENT NUMBER 2021-174188, SAID REAL PROPERTY RECORDS; THENCE SOUTH 00 DEGREES 36 MINUTES 43 SECONDS WEST ALONG A NEAR FENCE, AND WITH THE WEST LINE OF SAID 20.59 ACRE TRACT, A DISTANCE OF 1058.61 FEET TO A PK NAIL SET FOR CORNER, AT THE SOUTHEAST CORNER OF SAID 5.145 ACRE TRACT IN A ROAD UNDER APPARENT PUBLIC USE POSTED AS LOIS ROAD WEST; THENCE NORTH 89 DEGREES 32 MINUTES 55 SECONDS WEST ALONG SAID ROAD, A DISTANCE OF 211.70 FEET TO A PK NAIL SET FOR CORNER AT THE SOUTHEAST CORNER OF SAID ADDITION; THENCE NORTH 00 DEGREES 37 MINUTES 13 SECONDS EAST ALONG OR NEAR A FENCE, A DISTANCE OF 1058.52 FEET, FOUND AT THE PLACE OF BEGINNING AND CONTAINING 5.143 ACRES OF LAND, MORE OR LESS. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT I, ARMANDO MEJIA, DOES HEREBY ADOPT THIS PLAY DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS MEJIA RANCH, 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. ______________________________________________ ARMANDO MEJIA DATE STATE OF TEXAS COUNTY OF ________________ BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED ARMANDO MEJIA, 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 PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 2024. ___________________________________ NOTARY PUBLIC, TEXAS STATE OF TEXAS COUNTY OF DENTON I 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. ___________________________________________________________ ______________ REGISTERED PUBLIC LAND SURVEYOR TEXAS R.P.L.S. NO.4857 DATE BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, 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 PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 20____. _____________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES _____________________. APPROVED AND ACCEPTED _________________________________________________________ CHAIRMAN, PLANNING & ZONING COMMISSION DATE CIT OF SANGER _________________________________________ ________________ MAYOR DATE CITY OF SANGER, TX _______________________________________________ CITY SECRETARY CITY OF SANGER DATE STANDARD 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)WATER SERVICE TO BE SUPPLIED BY "BOLIVAR WATER SUPPLY CORPORATION" CONTACT: (940) 458-3931; 4151 FM 455 W, SANGER, TX 76266. 4)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. 5)"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. 6)“THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 7)MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE THE 100 YEAR FLOOD PLAIN. 8)THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100 – YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0070G, DATED 4-18-11, OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS. 9)THE PURPOSE OF THIS MINOR PLAT IS TO CREATE A SINGLE PLATTED LOT. 10)BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD ‘83). OWNER: ARMANDO MEJIA 953 LITTLE JOE RD SANGER, TX 76266 (940) 465-5455 ARMANDOMEJIA.AM@GMAIL.COM SURVEYOR: JOHN THOMSPON 111 N. DIXON ST GAINESVILLE, TX 76240 (940) 665-9105 JT@ALLAMERICANSURVEYING.COM UTILITIES: WATER: BOLIVAR WATER SUPPLY CORPORATION (940) 458-3931 4151 FM 455 W P.O. BOX 1789, SANGER, TX 76266 WWW.BOLIVARWATERSC.COM ELECTRIC: CITY OF SANGER (940) 458-2064 202 RAILROAD AVE. P.O. BOX 1729, SANGER, TX 76266 SEWER: CITY OF SANGER (940) 458-2571 P.O. BOX 1729, SANGER, TX 76266 VICINITY MAP (NOT TO SCALE) N E SITE 132 Item 8. 133 Item 8. Monday,October 21,2024 ATTN:Wise County SUBJECT:Intent for Filling of Minor Plat To whom it may concern, I am writing to express our intent to apply for the minor plat application.Below are the key details: ●Subdivider Name:Mejia Ranch ●Location:No address at this time PID:199276 ●Land Area:5.143 Acres ●Intended Use:To turn 5.143 tract into single platted lot ●Future Development:No Future plans at this time We request that the plat be reviewed and considered by the appropriate approval body.Thank you for your time and consideration. Sincerely, Raquel Cuevas Administrative Assistant All American Surveying raquek@allamericansurveying.com 1 134 Item 8. 2 135 Item 8. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 11/18/24 1st REVIEW COMMENTS – Minor Plat – Mejia Ranch The request is for a Minor Plat of Mejia Ranch, being approximately 5.143 acres in the A0801A WM MASON, TR 28, 5.0 ACRES, prepared by All American Survey, submitted on 11/13/24. 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. Acreage is different on the minor plat vs. the title block. 2. 3x3 Block says preliminary plat. 3. Please go over all required comments per the checklist. 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 Tuesday, December 17, 2024, and the City Council meeting on Monday, January 6, 2024. 136 Item 8. PLANNING & ZONING COMMISSION COMMUNICATION DATE: December 17, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Lake Ridge Estates Phase 4, being approximately 43.821 acres of land described as RSUEBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, and generally located north of McReynolds Road and east of Indian Lane. SUMMARY: The applicant is proposing to create 100 residential lots, and 2 HOA lots. The property is under the Lake Ridge Estates Planned Development. The development will have two points of access from FM 455 and McReynolds Road. This development is located in the City of Sanger. The property will be served by City of Sanger Water, Sewer, Electric, and CoServ Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Applications Letter of Intent Planning Comments Engineering Comments Civil Comments 137 Item 9. 527316 699342 699322 699331 270782 768457 270826 270849 768472 270796 270804 270774 768468 699337 270837 270801 978246 165045 270814 270784 270799 768448 768463 60056 768452 699325 270807 270788 270794 60050 60236 179677 60054 768443 726939 60061 768445 768440 768471 768433 768422 768456 711898 681295 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 4:51:18 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. 138 Item 9. 139 Item 9. 140 Item 9. 141 Item 9. 142 Item 9. 143 Item 9. 144 Item 9. 145 Item 9. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 November 12, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Preliminary Plat for Lake Ridge Phase 4 Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the Preliminary Plat for Lake Ridge Phase 4. The property is approximately 37.128 acres and is owned by Marion Hills Apartments, LLC. This tract is currently open pastureland with no tree cover. This is the final phase of the Lake Ridge Subdivision. The purpose of this plat is to subdivide the property into 100 residential lots and two HOA lots. This tract is part of the Lake Ridge PD Ordinance 05-06-18. We are the applicants for this submittal, Mr. Joseph Palmer is the owner and Mr. Casey McGinnis will be the developer. This tract will be developed in conjunction with Phase 3 of Lane Ranch and the extension of Lake Ridge Drive to FM 455. I have included the Preliminary Plat for Lane Ranch that includes Lake Ridge Drive for reference purposes. We request that the plat be reviewed and considered by the appropriate approval body. If you have any other questions or would like additional information regarding our submittal, please contact me at 972-393-9800. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 146 Item 9. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 11/18/24 1st REVIEW COMMENTS – Preliminary Plat – Lake Ridge Phase 4 The request is for a Preliminary Plat of Lake Ridge Phase 4, being approximately 37.128 acres in the H TIERWESTER SURVEY, ABSTRACT NO.29, prepared by Middleton & Assoc. LLC, submitted on 11/13/24. 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. USPS Postmaster approved location for cluster box 2. Set Backs are contingent on approval by City Council. 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, December 17, 2024, and the City Council meeting on Monday, January 6, 2024. 147 Item 9. November 27, 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: Lake Ridge Phase 4 Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Lake Ridge Phase 4 and the Final Plat for Lake Ridge Drive. The submittal was prepared by Middleton and Associates, LLC and was received November 13th, 2024. 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 note additional comments may be provided in subsequent reviews once additional data/responses is received. Lake Ridge Phase 4 Preliminary Plat 1. Please provide legend with all symbols used. 2. Please ensure square footage acreage matches closure report. Lake Ridge Drive Final Plat 1. Please Show centerline of existing streets. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline. 2. Please verify description and bearing for lines L3 and L33 respectively. 3. Please provide flood study for review and note that flood study needs to be accepted prior to approval of final plat or construction plans. 4. A portion of Lake Ridge Drive near the intersection with Ranchview Drive appears to be encroaching an affective floodplain. Please provide a flood study incorporating the encroachment for review. Preliminary Storm Drain Comments 1. Please see markups in pdf attached. 148 Item 9. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7498. Sincerely, Samson Lotigo, PE HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 149 Item 9. Please provide legend with all symbols used 150 Item 9. Square footage acreage does not match closure report 151 Item 9. 152 Item 9. 153 Item 9. Please provide the flood study for review. Please note that the flood study needs to be accepted prior to the final plat or construction plans. It appears that the proposed road is encroaching effective floodplain. Please note that a flood study incorporating the encroachment needs to be provide for review. Show centerline of existing streets. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline. 154 Item 9. Please verify description for L3please verify bearing for L33 155 Item 9. 156 Item 9. 157 Item 9. 158 Item 9. 159 Item 9. The drainage arrows are pointing away from curb inlet. This is misleading. Please revise. The storm drain layout and contours indicate high point here. Please label. This is a low point according to the contours. Suggest to put an inlet here to avoid ponding water 160 Item 9. The contours show flat grading in W-E direction. May need to add another couple of inlets to avoid ponding at the curve. 161 Item 9. November 27, 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: Lake Ridge Drive and Phase 4 – Drainage Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Lake Ridge Drive Plat, Lake Ridge Phase 4 Preliminary Plat and Preliminary Drawings for the development located east of Sanger High School, between Lane Ranch Subdivision and McReynolds Rd. The site is located within the City of Sanger. The 1st submittal was prepared by Middleton & Associates, LLC and received on November 14, 2024. We have finished our review and offer comments as follows. Please note that additional comments may be forthcoming after receipt of requested documents. General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are included in this letter since some comments are easier to show and explain on the markups. 2. Please note, an accepted flood study is required prior to plan acceptance. Hydrology and Hydraulics 1. Please provide an Environmental Assessment if there’s one already. If not, please acquire it. 2. Please provide the previously approved flood study for previous phases of Lake Ridge, which shall include the study report, the hydrologic/hydraulic calculations, and the digital models. Please note that the Lane Ranch Flood Study dated 4-22-2024 does not meet this requirement, as it only includes floodplain analysis in Lane Ranch Phase 1 and Addition, not Lake Ridge Phase 4. In addition, the Lane Ranch Flood Study has not been approved yet. 3. Please provide the as-built drawings from previous phases. 4. In Lake Ridge Drive plat, it appears that the proposed road is encroaching effective floodplain. Please note that a flood study incorporating the encroachment needs to be provided for review. 5. In Lake Ridge Phase 4 Preliminary Plat, it appears that the fully developed floodplain is within the lot. Please note that “Natural creeks including FEMA streams shall have a dedicated Floodplain Easement encompassing the 100-year fully developed floodplain plus ten (10) feet on each side of this floodplain.” (Drainage Section 3.7) Please revise. 6. In Lake Ridge Phase 4 Preliminary Plat (PPT1), there are multiple locations showing fill in effective FEMA Flood Zone AE. Please note that it is required to: a. incorporate the fill to the flood study model and provide the digital data for review. 162 Item 9. Ramie Hammonds City of Sanger November 16, 2023 Page 2 b. show and label cross-sections with existing and fully developed 100-yr flood elevations. 7. In Lake Ridge Phase 4 Preliminary Plat (PPT2), the 100-yr fully developed floodplain shall not cross a proposed road like shown here. Proposed road curb shall meet freeboard requirement from 100-yr fully developed flood elevation. (Section 3.6.3) 8. For Phase 4 Preliminary Civil Drawings, please provide existing and proposed drainage area maps for Phase 4 storm analysis. 9. Please provide hydraulic calculations. 10. Please include tailwater conditions for the proposed pipes to tie in with water surface elevations from the approved flood study. 11. Please provide grading plans to be reviewed. Please note that if grading plans shows additional fill in floodplain, it may require an update of previously approved hydraulic models. The Engineer shall revise the hydrologic study and/or plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3921. Sincerely, HALFF TBPELS Firm No. 312 Yangbin Tong, PE, CFM Project Manager Attachments: Preliminary Plans markups 163 Item 9. 164 Item 9. 165 Item 9. 166 Item 9. 167 Item 9. 168 Item 9.