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Home My WebLink About01/13/2025-PZ-Agenda Packet-RegularPLANNING & ZONING COMMISSION MEETING AGENDA JANUARY 13, 2025, 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 December 17, 2024, meeting. PUBLIC HEARING ITEMS 2. Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 66, TR 67 & 68(PT), within the City of Sanger, and generally located North of FM 455 and east of the Sante Fe Railroad. ACTION ITEMS 3. Consideration and possible action on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 67 & 68(PT), A0029A R. BEEBE, TR 66(PT), within the City of Sanger, and generally located North of FM 455 and east of the Sante Fe Railroad. 1 4. Consideration and possible action on a Final Plat of Lane Ranch Phase 5, being approximately 26.105 acres of land described as REUBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, generally located north of McReynolds Road and approximately 1230 feet east of Lake Ridge Dr. 5. Consideration and possible action on a Final Plat of Blue Star Phase 2, being approximately 14.2225 acres of land described as A1066A J.M.A. RUIZ, TR 12 and 12A, within the City of Sanger, generally located east of I-35 and approximately 1746 feet south of Chisum Rd. 6. Consideration and possible action on the Preliminary Plat of Clear Creek Intermediate School, being 13.356 acres, located in the City of Sanger, and generally located on the west side of South Stemmons Frwy approximately 667 feet south of the intersection of the Business I-35 ramp and South Stemmons Frwy. 7. Consideration and possible action on the Final Plat of Sanger High School, being 55.886 acres, located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. 8. Consideration and possible action on the Final Plat of Sanger Middle School, being 28.791 acres, located in the City of Sanger, and located at 105 Berry Street approximately 205 feet southwest of the intersection of Acker Street and Bolivar Street. 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 CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on January 8, 2024, at 5:00 PM. Shelley Warner, Secretary 2 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: January 13, 2025 FROM: Shelley Warren, Secretary AGENDA ITEM: Consideration and possible action of the minutes from December 17, 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 12-17-24 4 Item 1. Planning and Zoning Minutes 12/17/2024 Page 1 of 6 PLANNING & ZONING COMMISSION MEETING MINUTES 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 There being a quorum Commissioner Miller called the Planning and Zoning meeting to order at 6:01 P.M BOARD MEMBERS PRESENT: Commissioner, Place 1 Shane Stone Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Timothy Skaggs Commissioner, Place 6 Jason Miller Commissioner, Place 7 Lisa Freeman BOARD MEMBERS ABSENT: Commissioner, Place 2 Kristin Edwards Commissioner, Place 5 Vacant 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 12/17/2024 Page 2 of 6 CONSENT AGENDA 1. Consideration and possible action of the minutes from November 11, 2024 meeting. Commissioner Miller makes a motion to approve the consent agenda. Commissioner Freeman seconded the motion. Voting Yea: Commissioner Stone, Commissioner Turner, and Commissioner Skaggs. The motion passes unanimously. 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. Commissioner Miller opened the Public Hearing item at 6:04 P.M. Planning Technician Stefani Dodson presented the item. 30 notices were mailed with 0 responses returned by mail; two opposed responses were received during the meeting. Director Hammonds made additional comments. The applicant was present. Citizen Jody Roberts addressed the Board to express his opposition. Commission Stone, Commissioner Skaggs, and Commissioner Freeman asked questions to which Director Hammonds responded. Citizen Steve Roark approached the Board to state his opposition. Commissioner Miller closed the Public Hearing item at 6:23 P.M. 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 1,219 feet west of Marion Road. Commissioner Miller opened the Public Hearing item at 6:23 P.M. Planning Technician Stefani Dodson presented the item. 37 notices were mailed with 2 responses received (1-opposed; 1-in favor). Director Hammonds made additional comments. 6 Item 1. Planning and Zoning Minutes 12/17/2024 Page 3 of 6 Citizens Rona Roberts and Ted Soprenuk were present and approached the Board with their opposition. Director Hammonds responded. Citizens Kevin Waters and Geneva Taylor approached the Board with questions regarding the retaining wall. Director Hammonds responded. Commissioner Miller closed the Public Hearing item at 6:35 P.M. 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. Planning Technician Stefani Dodson presented the item. Director Hammonds responded with additional points. Staff recommends approval with all comments being met before City Council approval. The developer was present to discuss the item. Commissioner Skaggs and Commissioner Freeman asked questions. Director Hammonds responded. Commissioner Skaggs makes a motion to approve the item with all comments being before City Council approval. Commissioner Turner seconded the motion. Voting Yea: Commissioner Stone, Commissioner Miller, and Commissioner Freeman. The motion passes unanimously. Commissioner Miller closed the Action item at 6:50 P.M. 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 1,219 feet west of Marion Road. Planning Technician Stefani Dodson presented the item. Staff recommends approval with all comments being met at City Council meeting. Director Hammonds mentioned all comments have been met. Commissioner Miller makes a motion to approve the item. Commissioner Stone seconded the motion. 7 Item 1. Planning and Zoning Minutes 12/17/2024 Page 4 of 6 Voting Yea: Commissioner Turner, Commissioner Freeman, and Commissioner Skaggs. The motion passes unanimously. 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. Planning Technician Stefani Dodson presented the item. Staff recommends approval with all comments being met before City Council approval. Director Hammonds mentioned all comments have been met. Commissioner Miller makes a motion to approve the item with all comments being met before City Council approval. Commissioner Turner seconded the motion. Voting Yea: Commissioner Stone, Commissioner Freeman, and Commissioner Skaggs. The motion passes unanimously. 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. Planning Technician Stefani Dodson presented the item. Staff recommends approval with all comments being met before City Council approval. Commissioner Turner and Commissioner Skaggs asked questions. Director Hammonds responded. Commissioner Stone makes a motion to approve the item with all comments being met before City Council approval. Commissioner Freeman seconded the motion. Voting Yea: Commissioner Miller, Commissioner Turner, and Commissioner Skaggs. The motion passes unanimously. 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. 8 Item 1. Planning and Zoning Minutes 12/17/2024 Page 5 of 6 Planning Technician Stefani Dodson presented the item. Staff recommends approval with all comments being met before City Council approval. Director Hammonds made additional comments. Commissioner Freeman makes a motion to approve the item with all comments being met before City Council approval. Commissioner Miller seconded the motion. Voting Yea: Commissioner Stone, Commissioner Turner, and Commissioner Skaggs. The motion passes unanimously. 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. Planning Technician Stefani Dodson presented the item. Staff recommends approval with all comments being met before City Council approval. Director Hammonds made additional comments. Engineer Eugene Middleton was present. Commission Skaggs asked questions. Engineer Eugene Middleton responded. Commissioner Stone makes a motion to approve the item with all comments being met before City Council approval. Commissioner Turner seconded the motion. Voting Yea: Commissioner Miller, Commissioner Freeman, and Commissioner Skaggs. The motion passes unanimously. FUTURE AGENDA ITEMS No items were discussed. INFORMATIONAL ITEMS No items were discussed. ADJOURN 9 Item 1. Planning and Zoning Minutes 12/17/2024 Page 6 of 6 There being no further items Commissioner Miller adjourns the meeting at 7:26 P.M. 10 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 66, TR 67 & 68(PT), within the City of Sanger, and generally located North of FM 455 and east of the Sante Fe Railroad. SUMMARY:  The applicant is proposing to rezone approximately 133.2 acres from Agricultural (A) to Planned Development (PD).  The planned development would consist of multi-family, commercial, and residential areas.  The applicant is proposing approximately 74.5 acres of single-family with a mix of 239 40’ and 50’ lots. They would also provide approximately 7.37 acres of single-family attached townhomes to allow for 74 townhome units.  The development has proposed 18 acres of multi-family area to accommodate 350 multi-family units.  The development calls for 33 acres of commerce.  The applicant proposes to extend Indian Lane and connect to the Sanger Circle Subdivision  The 50’ lots would have a minimum house size of 1600 square feet  The 40’ lots would have a minimum house size of 1400 square feet  Townhomes would have a minimum 750 square feet  The multi-family would offer efficiency units a minimum 450 square feet, one-bedroom units a minimum 600 square feet, two-bedroom units a minimum 750 square feet, and three-bedroom units a minimum 900 square feet.  The current site plan does not lay out the specific park areas, trails, or amenities in these areas.  The PD does not provide for an amenity center  Staff mailed our 25 notices to properties within 200 feet. At the time of this report, we had received one response opposed. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 11 Item 2. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/8/2025 3:26:43 PM 12 Item 2. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 67 & 68(PT), A0029A R. BEEBE, TR 66(PT), within the City of Sanger, and generally located North of FM 455 and east of the Sante Fe Railroad. SUMMARY:  The applicant is proposing to rezone approximately 133.2 acres from Agricultural (A) to Planned Development (PD).  The planned development would consist of multi-family, commercial, and residential areas.  The applicant is proposing approximately 74.5 acres of single-family with a mix of 239 40’ and 50’ lots. They would also provide approximately 7.37 acres of single-family attached townhomes to allow for 74 townhome units.  The development has proposed 18 acres of multi-family area to accommodate 350 multi-family units.  The development calls for 33 acres of commerce.  The applicant proposes to extend Indian Lane and connect to the Sanger Circle Subdivision  The 50’ lots would have a minimum house size of 1600 square feet  The 40’ lots would have a minimum house size of 1400 square feet  Townhomes would have a minimum 750 square feet  The multi-family would offer efficiency units a minimum 450 square feet, one-bedroom units a minimum 600 square feet, two-bedroom units a minimum 750 square feet, and three-bedroom units a minimum 900 square feet.  The current site plan does not lay out the specific park areas, trails, or amenities in these areas.  The PD does not provide for an amenity center  Staff mailed out 25 notices to properties within 200 feet. At the time of this report, we had received one response opposed. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL. This development does not align with our current housing policy and has not satisfied outstanding comments. ATTACHMENTS: Location Map PD – Planned Development Application Letter of Intent 13 Item 3. Response Form – OPPOSED Planning Comments 14 Item 3. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/8/2025 3:26:43 PM 15 Item 3. 3 | P a g e Planned Development Revision Sanger Town Center North ______________________________________________ City of Sanger Submittal 11/14/2024/ Resubmittal 12/16/24 Updated 12/11/2024 Prepared for: Granite Industries, LLC Michael G Todd PO Box 549 Prosper TX 75078 Site Location: A0029A R. BEEBE, TR 66, 67 and 68(PT), within the City of Sanger. Generally located North side of FM 455 adjacent the BNSF Railway and continuing east to Marion Rd encompassing approximately 133.2 acres. Prepared by: 500 Moseley Road Crossroads, Texas 76227O (O) 940-387-0805 16 Item 3. 4 | P a g e ORIGINAL ZONING MEETING 05/09/2022 Planned Development District No. 2024-XX (PD--2024-XX SANGER TOWN CENTER NORTH) Table of Contents Letter of Intent…………………………………………………………………….. 1 Components of Development Regulations for PD -2024-XX “SANGER TOWN CENTER NORTH Sanger PD………………………………………………………………… 5 Key Elements……………………………………………………………………….. 7 General Development Standards…………………………………………………………. 9 Principles and Intent ……………………………………………………………… 9 Use and Building Envelope Standards…………………………………………………… 11 Principles and Intent………………………………………………………………… 11 Commerce District………………………………………………………………….. 11 Residential District……………………………………………………………………… 15 Exhibit I – Regional Development…………………………………………………….. … 17 Exhibit II – Preliminary Site Plan …………………………………………………………. 19 Exhibit III – Development Sub Area Map…………………………………………………. 21 Exhibit IV – Proposed Thoroughfare……………………………………………………….. 23 17 Item 3. 5 | P a g e Components of Development Regulations for PD SANGER TOWN CENTER NORTH Sanger PD Introduction The use and development regulations set forth for Planned Development District No. -2024-XX (sometimes referred to hereafter as the “SANGER TOWN CENTER NORTH Sanger Planned Development District” or the “Sanger Town Center North”) are intended to provide for and encourage development that contains a compatible mix of RESIDENTIAL and COMMERCE uses in close proximity to one another. These regulations are further intended to provide for a balanced and sustainable mix of land uses and character of the improvements and structures that support increased interaction within the community. SANGER TOWN CENTER NORTH Sanger fosters economic growth and diverse neighborhoods having DETACHED SINGLE-FAMILY RESIDENTIAL, ATTACHED SINGLE- FAMILY RESIDENTAIL, MULTI-FAMILY RESIDENTIAL and vibrant COMMERCE Centers Furthermore, the area around Sanger Town Center North, will be developed in such a way that traffic relief will need to be accomplished to further the public safety of the area. (Please see Exhibit I Regional Development Plan.) A recent new preliminary plat was approved for 427 single family lots adjacent to Sanger Town North as well as current high school and elementary schools currently in the area. Once this subdivision is completed, traffic will need to be increased and to ensure public safety through the area, Sanger Town Center North, will be extending Indian Lane and adding Bridle Path Street to relieve pressure on FM 455 and Marion Drive. (Please see Exhibit IV Thoroughfare Plan) The SANGER TOWN CENTER NORTH Sanger PD addresses the physical relationship between development and adjacent properties, public streets, and neighborhoods • Ensuring buildings relate appropriately to surrounding developments and streets to create cohesive visual identity and attractive street scenes; • Ensuring site design promotes efficient pedestrian and vehicle circulation patterns; • Ensuring creation of high quality street and sidewalk environments that are supportive of pedestrian mobility and appropriate to roadway context; and, • Ensuring large sites are developed in a manner scaled to the context of the community. • ENSURING TRAFFIC THROUGHFARES THAT RELIEVE THE TRAFFICE BACKUPS CAUSED BY THE LOCAL HIGH SCHOOL AND ELEMENTARIES SCHOOLS, AS WELL AS THE REGIONAL DEVELOPMENT THAT IS PLANNED. THIS WILL ENSURE PUBLIC SAFETY BY ALLOWING ALTERNATE THROUGHFARE ROUTES FOR EMERGENCY VEHICLES AND EVACUATION ROUTES FOR CITIZENS. Key Elements The following constitutes a summary of the key elements of this Ordinance regarding the regulation of uses, building envelopes, public spaces, architecture, streetscape, and definitions of words and phrases used within this Ordinance. Development Districts and Subareas SANGER TOWN CENTER NORTH Sanger DEVELOPMENT DISTRICTS consist of the COMMERCE DISTRICT and the RESIDENTIAL DISTRICT, each of which are comprised of SUBAREAS that delineate different land uses and specific RESIDENTIAL development within the DISTRICTS. (See Exhibit II –SANGER NORTH PRELIMINARY Site Plan ; Exhibit III – Development Subarea Map) COMMERCE DISTRICT The 33 + acres of land designated as RETAIL/COMMERCE DISTRICT is designated for the development of small, single lot, one story, single-purpose COMMERCE uses and Shopping Centers, MIXED USE BUILDINGS, and OFFICES, SUBAREAS include COMMERCE and MULTI-FAMILY RESIDENTIAL. RESIDENTIAL DISTRICT The 100.72 ± acres of land designated as RESIDENTIAL DISTRICT is designated for the development of a mix of DETACHED and Attached RESIDENTIAL. SUBAREAS include SINGLE-FAMILY DETACHED (SFD) RESIDENTIAL with 40 and 50 lot widths, and Single-family attached (SFA) residential TOWNHOMES. Land Use The LAND USE MAP is a depiction of the land uses authorized to be developed within the COMMERCE and RESIDENTIAL DISTRICTS showing a mix of COMMERCE, ATTACHED and MULTI-FAMILY RESIDENTIAL uses and designated PARK/OPEN SPACES. (See Exhibit III – Development Subarea Map). The table below illustrates acreages by use and zoning districts. 18 Item 3. 6 | P a g e Land Use and Development District Table Land Uses Acres % Commerce 33 -- Multi-Family (tract 1 NE of Indian Lane) 18 -- Not to exceed 350 units Single Family Detached - North 13 -- 60 lots 40-50 ft wide lots 13 Not to exceed __60_lots Single Family B – (tract 2 SW of Indian Lane) 69 -- Detached 61.51 179 lots Attached 7.37 74 units 40-50 ft wide lots 61.51 Not to exceed 179 lots Elementary School (potential site) xx -- Parks / Open Space / Amenity Center xx -- Street ROW and miscellaneous xx -- TOTAL 133.00 100 Development Districts Acres % Commerce 33 25 Residential 100 75 TOTAL 133 100 I. General Development Standards The GENERAL DEVELOPMENT STANDARDS section addresses standards that apply across DEVELOPMENT DISTRICTS, including STREET, block and, rules for defining BUILDING HEIGHT and STORIES, lot setbacks, and permitted yard encroachments. (Subject To City of Sanger Input) II. Use and Building Envelope Standards The USE and BUILDING ENVELOPE STANDARDS section establishes basic parameters for permitted and prohibited uses, building siting, lot widths, height, stories, overall densities and required PARK/OPEN SPACE. (Subject To City of Sanger Input) III. Architectural Standards The ARCHITECTURAL STANDARDS section governs both COMMERCE and RESIDENTIAL building architectural elements and appurtenances related to the FAÇADE materials, FENESTRATION, windows, ENTRYWAYS, roofing, solar, service areas and related standards. (Subject To City of Sanger Input) IV. Lighting, Parking and Signage Standards The LIGHTING, PARKING and SIGNAGE STANDARDS section establishes the standards for public/private space lighting, provision of adequate parking, and compatible signage. (Subject To City of Sanger Input) V. Landscaping and Park/Open Space and Other Recreation Standards The LANDSCAPING and PARK/OPEN SPACE and OTHER RECREATION STANDARDS section addresses required landscaping for COMMERCE and RESIDENTIAL uses and the planned PARK/OPEN SPACES, TRAILS and other recreation amenities. (Subject To City of Sanger Input) 19 Item 3. 7 | P a g e VI. Street Standards The STREET STANDARDS section summarizes the SANGER TOWN CENTER NORTH Sanger classification of STREETS and the planned STREET cross sections. (Subject To City of Sanger Input) VII. Administration The ADMINISTRATION section addresses processes for CITY review and approvals for development within SANGER TOWN CENTER NORTH Sanger. General Development Standards Principles and Intent • Provide an environment that allows for a healthy mix of COMMERCE, MULTI -FAMILY and SINGLE-FAMILY RESIDENTIAL uses. • Create SINGLE-FAMILY RESIDENTIAL development that offers a mix of DETACHED AND ATTACHED RESIDENCIES. Streets and Blocks • No STREET intersection shall occur within one hundred and twenty-five (125) feet of another STREET intersection. • Curb cuts within the COMMERCE DISTRICT shall be determined during Preliminary Plat review. • No building shall encroach upon required corner sight distances. Buildings • BUILDING HEIGHT for COMMERCE and MULTI-FAMILY uses shall be measured in STORIES. • BUILDING HEIGHT for SINGLE-FAMILY RESIDENTIAL uses shall be measured in feet from the existing grade to the midpoint of a gabled roof line or the top of the parapet or mansard roof. • ATTIC STORIES shall be permitted on all sites and do not count against the maximum STORY limit. • ATTIC STORIES having windows shall have only DORMER windows on the building FAÇADE. Building Setbacks • Buildings shall not occupy any portion of the required setback area. • Single-Family Residential Corner lots shall have a 15’ building setback on the Side • Buildings located along the same STREET or PARK/OPEN SPACE frontage shall have the same front yard setback based upon whichever setback is the greater. • No required side yard setback shall be required when building walls share a common side (abut one another). Setback Encroachments/Building Projections • No portion of a building or building appurtenance shall project into a right-of-way or across a property line of an adjacent property. • Ordinary building projections and building appurtenance, including, but not limited to sills, belt courses, EAVES, gutters, pilasters, and cornices shall not project more than twelve (12) inches into any setback area, except as provided below: • Front building EAVES on COMMERCE uses may project into the front yard setback by no more than three (3) feet if a vertical clear height of at least ten (10) feet is maintained. • AWNINGS for COMMERCE uses may project fully into the front yard setback area if a vertical clear height of at least ten (10) feet is maintained. • BALCONIES on COMMERCE uses may project into the front yard setback by four (4) feet if a vertical clear height of at least twelve (12) feet is maintained. • COMMERCE signs may project into the front yard setback up to three (3) feet beyond the FAÇADE of a building occupied by a COMMERCE use if a vertical clear height of at least ten (10) feet is maintained. • Stairs and STOOPS may not encroach into the front yard setback. Utilities • All utilities constructed or installed on the Property shall be underground and at Developers’ cost. Energy Efficiency 20 Item 3. 8 | P a g e • It is the intent of this PD to encourage all building (COMMERCIAL and RESIDENTIAL) to utilize energy efficiency at the standards that are commonly used by the building industry employing such practices as the Home Energy Rating System (HERS) Index, the International Energy Conservation Code (IECC) and International Code Council's (ICC's) International Green Construction Code (IGCC). The exact standards to be employed will be determined at issuance of building permits. Use and Building Envelope Standards Principles and Intent This USE AND BUILDING ENVELOPE STANDARDS section sets forth the uses and building envelopment standards that are permitted, permitted with approval of a SPECIFIC USE PERMIT, and prohibited for areas designated on the DEVELOPMENT DISTRICT MAP for the following DISTRICTS: Land designated as COMMERCE DISTRICT is designated for the development of small, single lot, one story, single-purpose COMMERCE uses and shopping centers with areas for smaller scale RETAIL, MIXED USE BUILDINGS, OFFICES, and MULTI- FAMILY RESIDENTIAL, along with other uses permitted upon approval of a SPECIFIC USE PERMIT. Land designated as RESIDENTIAL is designated for the development of a mix of DETACHED and ATTACHED RESIDENTIAL, along with other uses permitted upon approval of a SPECIFIC USE PERMIT. Commerce District Commerce – Uses Permitted uses. • COMMERCE uses including BUSINESS SERVICE, OFFICE, PERSONAL SERVICE, RETAIL SERVICE, RETAIL SPECIALTY, RETAIL TRADE, STUDIO USES, restaurants, coffee shops, except where requiring a SPECIFIC USE PERMIT or prohibited by this Ordinance or the CZO and also includes, but is not limited to the following: • COMMERCIAL INDOOR AMUSEMENT • Grocery Store with Food and Beverage Sales • Alcoholic Beverage sales permitted throughout commercial tracts. • Alcoholic Beverages shall be limited to on/off premise consumption. • Veterinarian Clinic with indoor pens for animal boarding • Veterinarian Hospital and/or Veterinary Boarding facility with outside Play areas permitted; no outside boarding of animals will be permitted. • Children’s Day Camp • Tavern • Inside Tool Rental • Gas Station with 10,000 square foot building • Cash Advance/Pay-Day Loan Office • Loan Office • Automotive repair, maintenance, and tire sales (must be in enclosed spaces). Permitted ACCESSORY USES • PARK/OPEN SPACE and accompanying non-commercial recreational facilities for use by residents and guests • Outdoor seating associated with a restaurant subject to CITY approval • Special events subject to review and approval by CITY • Surface parking Uses permitted upon review and approval of a SPECIFIC USE PERMIT • AMENITY CENTER • AMPHITHEATER • CIVIC BUILDING • LIMITED SERVICE OR EXTENDED STAY HOTEL • Outside display • SKILLED NURSING HOME FACILITY • Telephonic, radio, television or microwave, communication antennas and tower • Used goods or merchandise sales • COMMERCE use within a RESIDENTIAL unit other than a HOME OCCUPATION • Gas wells • Industrial, manufacturing, and warehousing uses 21 Item 3. 9 | P a g e • Outside storage • Sexually oriented business • Tattoo parlors Commerce – Building Lot Dimensional Standards Dimensional Table Min. Lot Width (ft) Min. Lot Depth (ft) Min. Front Yard Setbac k (ft) Min. Rear Yard Setback (ft) Alley/No Alley Min. Side Yard Setbac k (ft) Min. Zero Side Yard Setback (ft) Min./M ax. Stories Min. Int. Story Ht. Groun d/ Other (ft) Max. Lot Covera ge (%) Commer ce N/A N/A 10 5/10 10/10 N/A 1/4 10/9 90 Multi- Family Resident ial N/A N/A 10 5/10 10/10 10’ – 15’ 1/4 10/9 80 Additional Dimensional Standards • The maximum permitted lot coverage for uses not listed in the Dimensional Table shall be determined upon approval of a SPECIFIC USE PERMIT. • Architectural embellishments not intended for human occupancy that are integral to the architectural style of the buildings, including spires, belfries, towers, cupolas, domes, and roof forms whose area in plain view is no greater than twenty-five percent (25%) of the first floor footprint may exceed the height limits by up to twenty (20) feet. • Mechanical equipment, including mechanical/elevator equipment penthouse enclosures, ventilation equipment, chimneys, exhaust stacks and flues, fire sprinkler tanks, and other similar constructions should be ground level and screened or if roof mounted screened from view. • The equipment is set back from all exterior walls a distance at least equal to the vertical dimension that such item(s) exten d(s) above the actual building height; or • The exterior wall and roof surfaces of such items that are set back less than the vertical dimension above the actual buildin g are constructed as architecturally integral parts of the building façade(s) or as architectural embellishments as described in item (2) of this subparagraph b. • Lot coverage for Commerce will include the building, parking and landscaping. • This plan will follow 48.5 for nonresidential landscaping. Multi-Family Development Standards: • Multi-family Sub-district. The purpose of this Multi-family Sub-district is to provide suitable areas for the development of Multi- family residential structures at densities not to exceed 20 units per gross acre. • Maximum density: 20 dwellings units per gross acre within the entire Multi-family tract. • Maximum Unit Count: 350 Units • Minimum building setbacks from public right-of-way line: 25 feet along FM 455 for all structures. Roof, columns, balcony and porch overhangs, fireplaces and window boxes may extend into the building setback. A maximum encroachment of five (5) feet into the front setback shall be allowed. • Minimum building setback from other property lines: 10 feet. This is to comply with MF-2 for apartments Regulation 19.3. • Minimum interior building spacing: 20 feet between buildings or less as permitted by Building Code. • Efficiency Units may not exceed 15% of the total units • All Landscaping will follow ordinance 48.5 on minimum landscaping requirements. • All equipment will be screened from public view. Minimum floor area per unit type: Code of Ordinance MF-2 for Apartments • Efficiency: 450 square feet • One bedroom: 600 square feet • Two bedroom: 750 square feet • Three bedroom: 900 square feet Maximum Structure Height: 3 stories or a maximum of 45 feet as measured to the midpoint of the pitched roof. Architectural projections above forty-five feet height (45’) level may be allowed. However, these projections may not exceed fifty-five feet (55’) in height. Minimum parking requirements: • Efficiency – One Parking Space per unit 22 Item 3. 10 | P a g e • One Bedroom – One and one-half spaces per unit. • Two Bedrooms – One and three-quarters 1 ¾ spaces per unit • Three Bedrooms – Two spaces per unit. Additional Parking Regulations: • Parking requirements may be met by onsite parking space and garage spaces. • Garage parking may be located attached to residential structures or in detached garages or carports or in structured parking garage. Carports or garages shall be architecturally compatible with the main structures in the project. • Private garages shall be designed with a minimum garage parking space measuring 12 feet by 20 feet in size. A minimum door width of 9 feet shall be provided. • Tandem parking spaces, exclusive of on-street parallel parking, meeting a minimum dimension of 9 feet x 18 feet can be counted towards the minimum parking requirement. Residential District Residential Permitted Uses • SINGLE-FAMILY DETACHED RESIDENTIAL (SFD) • SINGLE-FAMILY ATTACHED RESIDENTIAL (SFA) Permitted ACCESSORY USES • ACCESSORY BUILDING or STRUCTURE • AFFILIATED RESIDENTIAL USES • HOME OCCUPATIONS • PARK/OPEN SPACE and accompanying recreational facilities for use by residents and guests Uses permitted upon review and approval of a SPECIFIC USE PERMIT • ACCESSORY UNIT • AMENITY CENTER • AMPHITHEATER • CIVIC BUILDING • SCHOOL, PRIMARY OR SECONDARY • SENIOR/ASSISTED LIVING FACILITY and/or SKILLED NURSING HOME FACILITY and any STRUCTURED PARKING • Special events subject to review and approval by CITY Prohibited uses Any use that is not expressly set forth as a permitted use in this Subsection C “RESIDENTIAL DISTRICT” or not considered incidental to the primary permitted use. Residential – Building Lot Dimensional Standards Dimensional Table Lot Types Min. Lot Width Min. Lot Dept h1 Minimum Building Setbacks Max. Stori es Max. Heig ht Max. Lot Cover age Front Yard Front-Load Rear Yard Set Back Side Yard Side Yard Zero Lot Line SFD-50 50’ 105’ 20’ 15 5’ / 5’ N/A 2.5 35’ 65% SFD-40 40’ 105’ 20’ 15 5’ / 5’ .5’ / 9.5’3 2.5 35’ 70% 23 Item 3. 11 | P a g e SFA 22’ 100’ 20’ 15 n/a 10’ – 15’ 3.5 45” 75% 1 For lots abutting a street or an alley connector, the lot line furthest from the street or alley connector shall be used to determine required lot depth. 2 Front-load lots: 10’ garage front setback for garages perpendicular to STREET (j-swing); 25’ garage front setback for garages parallel to street. 3 Zero lot line side setback is specified as a 0.5 feet on one side to avoid encroachment of gutters or window sills into abutting lot. All equipment will be screened from public view Minimum SINGLE FAMILY RESIDENTIAL Square Footages 50-foot lot – 1,600 square feet 40-foot lot – 1,400 square feet Minimum SINGLE FAMILY RESIDENTIAL Attached Square Footages Ordinance MF-1 750 Square Foot Exterior Façade Design Criteria All exterior façade will follow the City of Sanger Exterior Façade Design Criteria Manual. This is located under Article 3.210. Landscape Ordinances All minimum landscaping requirements for City of Sanger will be followed. This includes code 48.3 for single family, code 48.4 for mulit-family, and code 48.5 for non-residential areas. Parks & Trails Parks and Trails areas have been added to the plan. Please see Exhibit III. All Park equipment will be commercial grade and will be the first phase of development. The park equipment will be approved by the Director of Parks or his designee. 24 Item 3. 12 | P a g e Exhibit I Regional Development Plan 25 Item 3. 13 | P a g e 26 Item 3. 14 | P a g e Exhibit II Preliminary Site Plan for Sanger North Town Center 27 Item 3. 15 | P a g e 28 Item 3. 16 | P a g e Exhibit III Development Sub Area Map 29 Item 3. 17 | P a g e 30 Item 3. 18 | P a g e Exhibit IV Proposed Thoroughfare Map 31 Item 3. 19 | P a g e 32 Item 3. 33 Item 3. 1 | P a g e Letter of Intention Planned Development Sanger Town Center North ___________________________________ Date: 12/17/2024 (Updated 12/01/2024) Regarding: Sanger Town Center North Planned Development (PD) Site Description: A0029A R. BEEBE, TR 66, 67 and 68(PT), within the City of Sanger. Generally located North side of FM 455 adjacent the BNSF Railway and continuing east to Marion Rd encompassing approximately 133.2 acres.\ Current Zoning – A (Agricultural) Denton CAD Property ID - 60305 Dear City of Sanger, The intention of this planned development is to allow for the development of single family detached, single family attached, and multi-family residences as well as commercial sites along Hwy 455. This development was originally approved by a PD in a zoning meeting on 5/09/2022. The original project was a much larger project, but this current project is being planned in a similar fashion. The original project was used as a guide for this PD application. This current PD application follows closely to the City of Sanger’s Land Use Map. This development will be adding roads that are needed for the City of Sanger. Forestar Development recently received an approval for a preliminary plat that contains 427 residential lots adjacent NW to this property. This additional density, as well as the High school and Elementary School traffic , will be adding pressure to the current streets. If approved, Granite Industries will be extending Indian Lane and will be addiing another street called Bridle Road. This will relieve pressure on FM 455 and Marion Road , allowing for public safety need and to include a way for emergency vehicles to access citizens, as well as emergency evacuation routes. Currently, if Hwy 455 is blocked it is very difficult to get to the area. In addition to the aforementioned traffic benefits, the City of Sanger will also receive extended water lines and sanitary sewer lines that will provide cross-connections for the city water system. It is the intention of the developer to not seek a Public Infrastructure Development (PID) for this project, rather; the improvements will be solely paid for and constructed at the developer’s expense. There’s a significant amount of infrastructure that must be supported by intended uses in the plans without the benefit of any muncipal funds. In summary, this development will allow for additional streets free of charge to the City of Sanger, as well as provide needing housing for the City of Sanger citizens. The increased housing density (single family and mutli-family) is required to finance the additional infrastructure for the overall development. The Sanger city counsel recently approved a preliminary plat submitted by Forestar Development for 427 single family homes. Even though the Forestar Development is not in ths PD, the impact of their development will be mitigated by the infrastructure improvements anticipated in our plan Indeed, even the Forestar Preliminary Plat provides right-of-way for the continuation of the extenstion of Indian Lane, which will gie thoses 400+ homes a path to schools and services other than through the Sanger Circle Subdivision. That plat did not include any multifamily, and all of the single family homes approved in that plat will benefit from the major improvements that are part of this PD plan. Those residences are included in our analysis. The mutlifamily unit to single family unit ratio will be: approximately 1:2.2 for this development. Please see the proposed PD Plan document and exhibits for further information. Lastely, we acknowledge that the multi-family units don’t strictly align with the housing study. However, much of this plan does very closely align with the long-standing Land Use Map. The multi-family are appropriate use adjunct to the commercial core. These multi-family units will provide added support for the commercial businesses anticipated to locate there and density that will support the extraordinary level of infrastructure called for by the thorough fare plan . IN SUMMARY 1. This plan closely follows the design and intent as previously approved by Sanger P&Z in March 2022, but is more feasible 2. This plan puts in place major infrastructure as has been long planned in the Sanger Thoroughfare Plan, but without the need for municipal assistance such as a PID or TIRZ as previously requested. 3. This plan fulfills the intent of Sanger’s long-standing Land Use Plan 34 Item 3. 2 | P a g e 4. The extension of Indian Lane and Bridle Path Lane will provide additional outlet and traffic relief. 5. This plan significantly improves public safety for the existing and newly approved portion of Sanger Circle. 6. This plan offers direct access to FM 455 for the newly approved Forestar development. 7. This plan meaningfully takes pressure and congestion off of Marion Road.. 35 Item 3. 36 Item 3. 37 Item 3. 38 Item 3. 39 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE:12/30/2024 2nd REVIEW – Sanger Town Center North - Zoning The request is for a Planned Development (PD) being approximately 133.2 acres. Below are the comments that should be addressed before City Council approval. Resubmit PD with any changes. Planning Comments and responses from 1st review. City response in BLUE. 1. Letter of Intent states development was approved on 5-9-22. Planning & Zoning is a recommending body only. They have no approval authority. This was also part of a much larger development that no longer exists and has proposed a different product. a. The original project was a much larger project, but this current project is being planned in a similar fashion. The original project was used as a guide which we thought would benefit the community and to the City of Sanger. The current plan follows closely to the City of Sanger’s Land Plan map and Thorough Fare Plan. b. Acknowledged 2. The letter states that the developer is not requesting a PID. A PID was already denied for the larger development that was proposed in 2022. This project does not meet the PID guidelines. a. Understood. There’s a significant level of infrastructure that must be supported by the intended uses in the plans without the benefit of any municipal funds. b. Acknowledged 3. The letter states that development will allow for additional streets free of charge to the City of Sanger. All streets within developments are provided for no additional charge to the City of Sanger. a. Understood, but the streets are needed to reduce the congestion in the area, especially Marion Road, and most importantly, to improve public safety and access. b. Acknowledged 40 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 4. The letter gives details of the Forestar development. That development is not part of this development and was considered and approved separate and apart from this proposed development. a. Agree. However, the impact of the Forestar Development will be mitigated by the infrastructure improvements anticipated in our plan. Indeed, even the Forestar Preliminary Plat provides a right-of-way for the continuation of the extension of Indian Lane, which will give those 400+ homes a path to schools and services other than through the Sanger Circle subdivision. b. This development stands independently from any other development and will be considered on it’s own merit. 5. Refer to the City of Sanger’s recently approved Housing Study. Multi -family units within the PD do not align with the Housing Study. a. We acknowledge that the multi-family units don’t strictly align with the housing study. However, much of this plan does very closely align with the long standing Land Use Map. The multi-family are appropriate use adjunct to the commercial core. These multi-f businesses anticipated to locate there and density that will support the extraordinary level of infrastructure called for by the thorough fare plan. b. The approved housing study guides our future development and provides for what the projected needs of Sanger are. The Multi-family units exceed the recommendations in the housing study and for the City as a whole. Staff is not in support of a development that is not in line with the guidelines of the study as they serve as the direction from the City Council. 6. Where are the one and two-way alleys proposed to be located? a. There are no alleyways. Removed from the PD. b. Acknowledged 7. Building setbacks should be listed as minimums. Setbacks should be outlined in PD document and not be reliant on the Preliminary Plat and/or Plot Plan. a. Agree. Corrected in the documentation. b. Acknowledged 41 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 8. Buildings along an alley shall maintain a defined visibility triangle. a. This PD does not have any alleys b. Acknowledged 9. Clarify Stairs and Stoops front yard encroachment. This would not be allowed in residential areas. a. Clarified. Please see page 7 in the PD. b. Satisfied 10. Commerce uses, the following uses should not be permitted uses – Senior Living, Schools. If these uses are expected define areas where they will be located. a. Senior Living and Schools have been removed as permitted uses. See page 8. b. Satisfied 11. Food trucks need to be in a defined area. a. Food Trucks will not be included in this PD. Removed from page 8. b. Satisfied 12. Automotive repair, maintenance, and tire sales should be within enclosed areas. a. Corrected in PD. Please see page 8 b. Satisfied 13. Merchandise sales located outside of retail establishments is discouraged in areas along main thoroughfares. Clarify the code referenced. a. Removed from page 8 b. Satisfied 42 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 14. Under the SUP section what is intended by “prohibited uses”? a. Removed from page 8-9. b. Satisfied 15. Under Lot coverage clarify Min Int Story Ht Ground/Other (ft).\ a. Minimum interior height in the Commercial area will be 10 ft for the first story. Any second story interior height will be 9 ft. b. Satisfied 16. Lot coverage for Commerce is at 90% what does this include? a. This will include the building, parking and landscaping. This will located to overall landscaping in the commercial to be 20% landscape coverage. Ordinance 48.5 Ordinance 23.3 Please see page 9 under additional dimensional standards. b. Separate building lot coverage. It should not be greater than 40% for main buildings and accessory buildings. Parking and landscaping should be considered separately. 17. Lot coverage for MF needs to be lowered to allow for open space and amenities. a. Please see the exhibit III for areas for open space and amenities. Area is marked to allow for open space and amenities. b. Acknowledged, refer to comments #16 18. Both MF and Commerce need to include room to meet landscape and buffer yards. a. This plan will follow ordinance 48.4 and 48.5 on minimum landscaping requirements for single families, multifamily and townhomes. Please see page 9 and 10. b. Satisfied 19. Preliminary Plat should not govern lot coverage. The PD should establish all lot coverage. a. The PD will establish lot coverage. b. Acknowledged 43 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 20. Equipment should be located at ground level and screened or roof mounted and screened from public view. a. All equipment will be screened from public view. Corrected page 9 and 10. b. Satisfied 21. Under MF, setbacks along FM 455 should be a minimum of 25’. a. Multifamily along FM 455 will have a minimum of 25’ set back. Corrected on page 9. b. Satisfied for FM 455. Setback for other multi-family should be 25’. 22. Minimum setback between buildings should be defined by this PD and be equal to or exceed building code and code of ordinance requirements. a. The PD will comply with the minimum setback of 10 feet side yard without windows and 15 feet between units with side windows for MF-1 (Townhomes). Regulation 18.3 See page 9 in PD and MF -2 (Apartments) Regulation 19.3. b. Check the wording on this. The PD doesn’t read like above. 23. Minimum setbacks from property lines should be a minimum of 10’. a. The PD will comply with he minimum setback of 10 feet side yard without windows and 15 feet between units with side windows. Regulation 19.3 See page 9. b. Satisfied 24. Minimum floor area should align with Code of Ordinance MF-1. a. Minimum floor area will align with MF -1 for town homes. Ordinance 18.3 #3. Minimum floor area will align with MF -2 for multifamily residential. MF-2 Ordinance 19.3 #3. b. Townhomes should align with the Townhome District (TH-1). Townhomes are not considered multi-family. They carry a single-family designation. Refer to MF- 1 for multi-family square footages. 44 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 25. Parking should be calculated 1 per efficiency, 1.5 per one bedroom, 1.75 per two-bedroom, and 2 per three-bedroom units. a. Parking updated to MF-2 Ordinance 19.4 Parking Regulations. Please see page 9 and 10. b. Satisfied 26. Street parking does not count towards parking requirements. a. Street parking has been excluded. Please see page 10. b. Satisfied 27. Residential front building setback should be a minimum 20’ a. Updated in plans see page 10 table. b. Satisfied 28. Rear yard setback should be a minimum of 15’ a. Rear Yard Set Back in MF changed to 15’. Please see page 10. b. Page 10 addressing single-family. Page nine is multi-family and the table contradicts the 15’ rear yard setback. 29. No 40’ or 50’ lot should have a less than a minimum 5’ side yard setback. a. Agreed. We have a 5’ side yard setback, See table on page 16. b. Page 16 is Exibit III. Page 10 shows 5’ sideyard setback. Add a min sideyard setback adjacent a street refer to SF-10. Eliminate zero lot line . 30. Specify if SFA is a townhome or 2-family dwelling. a. The SFA are townhomes Single Family attached townhomes. Front load only. b. Acknowledged 45 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 31. Add a statement that all development will meet Exterior Façade Design Criteria. a. Statement added page 12. Article 3.210 b. Satisfied 32. Add a statement that all development will meet Landscape Ordinance a. Statement added page 12.Codes 48.3, 48.4 an 48.5 b. Satisfied Parks 33. Provide park and trail areas. a. Please see exhibit for park and amenities. b. Provide exhibit showing developable park and trail locations including areas outside floodplain. 34. Add a statement that park equipment will be of commercial grade and approved by the Director of Parks or his designee. a. Please see page for language page 12. b. Satisfied 35. Phasing will be such that a park shall be included and developed with the first phase of development before the completion of the first residential unit. a. Language added regarding phasing page12. b. I don’t see park phasing information Informational Comments 1. The property is within the City of Sanger. 2. The City reserves the right to make additional comments as necessary. 46 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger New Comments 12-30-24 1. Define the maximum number of lots for each 40’ and 50’ lots. 2. Separate Commerce and Multi-family districts. Multi-family should not be included in Commerce. 3. Minimum Townhome size should be between 1000 square feet and 1200 square feet. 4. If a school site is planned show location. If not remove from the table on page 6. 5. Show location of amenity center and add statement “Amenity center will be completed prior to first single- family or multi-family CO being issued. 47 Item 3. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Lane Ranch Phase 5, being approximately 26.105 acres of land described as REUBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, generally located north of McReynolds Road and approximately 1230 feet east of Lake Ridge Dr. SUMMARY:  The applicant proposes to plat 124 Residential lots and 9 HOA lots.  This site is part of the Lane Ranch PD.  The plat complies with the preliminary plat that was approved on 7-1-2024 and the PD that was approved on 5-9-2022.  The property is served by City of Sanger Electric, CoServ Electric, Sanger Water and Wastewater. 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 met before City Council approval. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 48 Item 4. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 1000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/7/2025 10:39:04 PM Location Map Lane Ranch Phase 5 24SANZON-0046 49 Item 4. 50 Item 4. 51 Item 4. 52 Item 4. 53 Item 4. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 December 18, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Final Plat for Lane Ranch Phase 5 Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the final plat for Lane Ranch Phase 5. The property is approximately 26.105 acres owned by Benison Home, LLC. This tract is currently open pastureland with no tree cover. The civil engineering plans and overall flood study for this tract have been previously submitted and are under review by the city and its consultants. The purpose of this plat is to subdivide the property into 124 residential lots and nine HOA lots. This tract is part of the Lane Ranch PD. We are the applicants for this submittal and Mr. Jonathan Wang and Mr. Casey McGinnis are the owners. 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. McGinnis at 214-232-6180. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 54 Item 4. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/31/24 1st REVIEW COMMENTS – Final Plat – Lane Ranch, Phase 5 The request is for a Final Plat of Lane Ranch, Phase 5, being approximately 26.105 acres in the REUBEN BEBEE SURVEY, ABST NO. 29, prepared by John Cowan & Associates, Inc., submitted on 12/18/24. 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. Add document number and location of all easements by separate instrument. 2. Provide an accurate location of the subdivision in reference to the deed records of the county which shall include the volume and page of the property to be subdivided. 3. Provide the length of all arcs, radii, internal angles and points of curvature, length and bearing of the tangents. 4. Show all existing and proposed easements for right-of-way, public services, utilities or any other easements or any limitations of easements. (I don’t see any utility easements for the utilities that will be installed). 5. Provide the name address and phone number of all utilities providing service to the development (I only see electric. We will still need water and sewer). Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 55 Item 4. January 2, 2025 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: Lane Ranch Phase 5 – Drainage Study/Downstream Assessment – 1st Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Drainage Study/Downstream Assessment in support of the Lane Ranch Phase 5, located east of Lake Ridge subdivision, north of McReynolds Rd. The subject tract is located within the City of Sanger. The drainage study was prepared by Cardinal Strategies and dated November 2024. We have finished our review and offer comments as follows. Rules and Regulation citations have been provided in the markups. 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 that according to review letter provided in June 2024, the Lane Ranch Addition Preliminary Plat is contingent upon acceptance of the preliminary downstream assessment. The study from the current submittal only addresses the drainage impact by Phase 5, not the entire Lane Ranch Addition. A preliminary drainage study for the entire Lane Ranch Addition in support of the preliminary plat is also needed. Please include drainage area maps and preliminary sizing of storm drain system, channels and any detention ponds. 3. Please note that comments on the preliminary plat was provided separately. Please address comments on both preliminary plat and preliminary drainage study to reconcile as necessary. 4. Please show and label 100-yr fully developed floodplain and floodplain easement for on plat and all preliminary plan sheets. 5. Please note that Oasis at Sanger is not part of the Preliminary Plat of Lane Ranch Addition. Please coordinate with Middleton & Associates, LLC. with regard to accurate naming conventions and relations to other developments. Clarification is needed in future submittal of both the plats/plans and drainage study. 6. Flood Study for storm events of 10-, 50-, 100-, and 500-year are required for FEMA regulated streams. Please prepare the flood study for LOMR when construction is completed. 7. Please note that the City of Sanger Code of Ordinance requires fully developed watershed conditions for facility design. (10.106(d)(2) Runoff Calculations). Similarly, the iSWM Hydrology Manual requires fully developed watershed conditions (with existing vs. proposed site conditions) for downstream assessment. The hydrologic analysis in this study is acceptable for comparing against FEMA flows. Please add the fully developed conditions analysis to the study for downstream assessment and for design of drainage facilities. 8. Floodplain Development Permit is required prior to any activity in FEMA SFHA. 56 Item 4. Ramie Hammonds City of Sanger November 16, 2023 Page 2 Hydrology 1. The rainfall data in HMS model doesn’t match city’s Code of Ordinance. Please update. 2. The total drainage area from pre-developed condition to fully developed condition reduced by 140 acres. Please check your GIS data or HMS input. 3. There appears to be some warnings and convergence errors in HMS models. Please resolve the issues. Hydraulics 1. Please add other storm events per general comment #6. 2. RS 4293 of Trib 2.1 shows the bank stations to be on one side of the reach. Please revise the geometry to fix the error. Similar comment applies to RS 6452. 3. RS 1766 doesn’t appear to be perpendicular to the river reach. Please revise. 4. RS 2907 of Trib 2 is almost parallel to the reach. Please revise it to be perpendicular to the river. 5. Are the embankment data of the inline structures from LIDAR? Are these existing elevations or proposed pond grading? The alignment of the structure at RS 2580 doesn’t look natural. Please explain/clarify. 6. The contour data to the RAS model are not accessible. Please provide the GIS data. 7. Inline Structure 1638 appears to be missing the U/S bounding cross-section. Please add. 8. Inline Structure 410 appears to be missing bounding cross-sections. Please add. 9. Bridge/Culvert at RS 392 of Trib 2.1 appear to be missing bounding cross-sections. Please provide 4 cross-sections per structure according to the HEC-RAS manual. 10. Bridge/Culvert at RS 393 of Trib 2 appears to be missing bounding cross-sections. RS 654 and 146 appear to be too far away from the structure. It is recommended that two cross-sections added. 11. In plans with FEMA Flows, please add ineffective flow areas to the right bank of RS 2849 and 2649. 12. Please show ineffective flow areas at RS 2455. 13. Does this study tie into the effective FEMA floodplain and flood study? What difference does it make if using normal depth as boundary condition for the 100-yr FEMA Flows? It would make sense to extend the Trib 2.1 model to the downstream side of the confluence with Trib 2 and apply the same boundary condition for Trib 2 and 2.1. The extended model also matches the HMS model better. 14. The profile shows big head loss at the inline structures. Please verify that the head losses are accurate and not caused by instability. 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:  Flood Study markups 57 Item 4. Lane Ranch Ph 5 Flood Study Ranger Branch Tributaries 2, 2.1, and 2.2 – Sanger, TX October 29, 2024 5 2.0 Hydrologic Analysis A hydrologic analysis was performed for Ranger Branch Tributary 2.1 to determine existing and fully developed peak discharges in the stream. This evaluation provides a comparison of pre-project and post-project peak discharges leaving the site to determine the hydrologic impact of the development. An existing and fully developed SCS Unit Hydrograph model was created for the pre- project and post-project analysis using HEC-HMS version 4.10. The following sections will provide more detail for both the pre-project and post-project analysis. 2.1 Pre-Project The Cardinal Strategies Lane Ranch Ph 1 Pre-Project Existing Conditions hydrologic model was used as the basis for this Pre-Project analysis. The watershed for Ranger Branch Tributary 2.1 was delineated using 1-foot contours generated from 2020 TNRIS LiDAR DEM data and survey data. The subbasins for Tributary 2.1 were subdivided for added detail around the Ph 5 project site. All other subbasin delineations remained the same as in the Ph 1 Pre-Project Existing Conditions analysis. The pre-project watershed is shown below in Figure 3. The basin is comprised of C and D type soils provided by the NRCS. A soils map is provided in Figure 4. The iSWM Curve Number and time of concentration methods were used to estimate losses and lag time, in accordance with the 2020 iSWM Hydrology Technical Manual. The time of concentration was calculated for the longest flow using TNRIS 1-foot contours and the equations used for calculating sheet, shallow, and channel flow per iSWM hydrology standards. Only the Tributary 2.1 subbasins had their times of concentration updated to reflect the new subbasin delineations. All other subbasin times of concentration remained the same as in the Ph 1 Pre-Project Existing Conditions analysis. The calculations for the longest flow path can be found in Appendix B. The time of concentration for each basin is provided in Table 1. Current aerial imagery was used to assign the iSWM land use values. The project site was assigned an open space good land use to reflect pre-project conditions. The calculations can be found in Appendix B. The curve number for each basin is shown below in Table 1. The land use can be seen in Figure 4. A combination of the Muskingum-Cunge, Lag Time, and Modified Puls routing methods were used to model the 18 routing reaches. There are twelve (12) routing reaches for Tributary 2, two (2) for Tributary 2.1, and four (4) for Tributary 2.2, with ten (10) of them being Muskingum-Cunge reaches, 1 being Lag Time, and seven (7) being Modified Puls reaches. TNRIS 1’ contours were used to develop eight-point cross 58 Item 4. Lane Ranch Ph 5 Flood Study Ranger Branch Tributaries 2, 2.1, and 2.2 – Sanger, TX October 29, 2024 6 sections for each Muskingum-Cunge reach. The Lag Time used in reach R003C was calculated by dividing the reach length by 8 ft/s (standard assumed velocity for pipe flow) to get 4.0 minutes. The pre-project hydrologic parameters can be found below in Table 1. Table 1 – Pre-Project Hydrologic Parameters HMS Element Area (ac)Lag Time (min.)Curve Number A001 76.3 14.5 79.4 A002 102.0 13.2 85.9 A003 41.6 15.4 85.1 A004 111.4 18.3 80.2 A005 132.1 17.9 82.3 A006 28.2 9.0 89.3 A007 29.8 13.3 83.7 A008 47.3 16.1 82.3 A009 10.0 6.0 89.7 B001 40.7 7.5 86.0 B002 98.7 12.5 80.6 B003 80.9 17.4 78.9 B004 95.5 19.0 78.7 B005 15.3 9.0 80.2 C001 22.0 9.1 82.7 C002 26.8 8.8 82.0 C003 27.2 17.14 89.0 2.2 Post-Project Ph 5 The Pre-Project hydrologic model was used as the starting point for this analysis. The focus areas being updated are Phase 5 as shown on the Lane Ranch site plan in Appendix A. The delineation of subbasins B001 and B002 were updated to reflect the proposed Ph 5 development. Ph 5 is made up of a proposed multi-family apartment complex on the western portion and 1/8th single family residential on the eastern portion. These two developments constitute the hydrologic and hydraulic Post-Project Ph 5 condition. All other off-site subbasin curve numbers remained the same as in the Post-Project Ph 1 Existing Conditions analysis. The Post-Project Ph 5 watershed map can be seen in Figure 5 and the land use can be seen in Figure 6. The zone of influence was established using the total area for the Ph 5 development, approx. 30.2 acres. For the Ph 5 development to constitute 10% of the watershed, the overall watershed would need to be approx. 302 acres. The total area of subbasins B001 – B006 is approx. 331.1 acres, exceeding the minimum size for the development to no longer have a significant impact upon the receiving stream, Ranger Branch Tributary 59 Item 4. Lane Ranch Ph 5 Flood Study Ranger Branch Tributaries 2, 2.1, and 2.2 – Sanger, TX October 29, 2024 7 2.1. The watershed was extended farther downstream to conceptually model the Fully Developed condition and to develop flows for the entire length of the hydraulic models. As a result, the flow comparison between Pre-Project and Post-Project Ph 5 will show subbasins A001 and B001 – B006 and their corresponding junctions. The longest flow path within Ph 5 was updated to reflect the proposed site plan storm sewer routing. All other flowpaths remained the same as in Post-Project Ph 1 Existing Conditions analysis. The hydrologic calculations can be found in Appendix B. The time of concentration for each basin is provided in Table 2. Modified-Puls routing reaches were updated using Post-Project Ph 5 reference flows to update the subreach calculations, which can be found in Appendix B. The post- project Ph 5 hydrologic parameters can be found below in Table 2. Table 2 – Post-Project Ph 5 Hydrologic Parameters HMS Element Area (ac)Lag Time (min.)Curve Number A001 76.3 14.5 79.4 A002 102.1 13.2 86.0 A003 50.6 12.0 89.2 A004 105.3 17.3 81.8 A005 132.1 17.9 82.3 A006 28.2 9.0 89.3 A007 29.8 13.3 83.7 A008 47.3 16.1 82.3 A009 10.0 6.0 89.7 B001 72.6 11.9 88.0 B002 66.8 12.5 81.1 B003 80.9 17.4 78.9 B004 95.5 19.0 78.7 B005 15.3 9.0 80.2 C001 19.0 8.8 83.5 C002 26.8 8.8 82.0 C003 27.2 17.14 89.0 2.3 Hydrologic Results The result in peak discharge between the pre-project and post-project Ph 5 is shown below in Tables 3 – 8. The proposed single family and apartment developments in Ph 5 are demonstrated to create lower peak discharges downstream of the project site and through to the outfall of the watershed for all storm events except the 2-yr storm event. Due to lower storage occurring differently for each Modified Puls routing reach with the lower flows generated by the 2-yr storm event, the attenuation each reach offers differs to create a situation where increases were noted at junctions J002, J001, 60 Item 4. Lane Ranch Ph 5 Flood Study Ranger Branch Tributaries 2, 2.1, and 2.2 – Sanger, TX October 29, 2024 10 Table 9 – Comparison of FEMA Effective vs Existing Conditions Flows Ranger Branch Tributary HMS Element FEMA Effective Flows (cfs) HMS Element CS Pre- Project Existing Flows (cfs) Difference (cfs) % Difference 2.1 CP-5 95.0 J006B 102.3 7.3 7.7% CP-6 535.0 ------------ CP-7 972.0 J004B 835.3 -136.7 -14.1% CP-8 1842.0 J003B 1205.8 -636.2 -34.5% RB-2.1 1842.0 J002B 1151.0 -691.0 -37.5% The decrease in peak discharge rates compared to the effective FEMA model is likely due to increased detail in the hydrologic model and incorporation of hydrologic routing to account for attenuation through existing ponds in Tributary 2.1. 2.4 Fully Developed The Post-Project Ph 5 hydrologic model was used as the starting point for the Fully Developed hydrologic analysis. The Fully Developed condition reflects a proposed full build-out condition with off-site proposed land use for all phases of the Lane Ranch site plan. The delineations along Tributary 2.1 were updated to reflect proposed grading changes to increase the attenuation through Tributary 2.1. The watershed can be seen in Figure 7. The land use of the remaining proposed Phases within the project area were updated to reflect 1/8th acre residential and commercial land use, reflecting the site plan provided in Appendix A. The off-site land use was updated following the Sanger Future Land Use Plan (April 2022) and the proposed plans for the New High School and Field House. These plans can be found in Appendix A. The curve number for each basin can be found below in Table 10. The Fully Developed land use can be found below in Figure 8. The longest flowpaths in off-site basins were updated to reflect the future land use condition. The hydrologic calculations can be found in Appendix B. The time of concentration for each basin is provided in Table 10. Due to the Fully Developed condition accounting for the completed build following approved plans for the new Sanger HS and Field House (22-049.00), the Sanger HS pond has been included in the Fully Developed basin model. The purpose of this is to include the proposed detention designed to detain 9.5 ac-ft of additional runoff generated by the proposed Sanger HS, Field House, and other off-site proposed development. 61 Item 4. Lane Ranch Ph 5 Flood Study Ranger Branch Tributaries 2, 2.1, and 2.2 – Sanger, TX October 29, 2024 19 3.0 Hydraulic Analysis A hydraulic model was developed for Ranger Branch Tributaries 2, 2.1, and 2.2. For this analysis, the focus will remain on results for Tributary 2.1 to establish the existing conditions and fully developed 100-year floodplains and to evaluate impacts of peak discharges in the stream. A hydraulic model was created using HEC-RAS version 6.5. The following sections will provide more detail for both the pre-project and post- project analysis. 3.1 Pre-Project The FEMA NFHL cross sections were used as the basis for this analysis. These cross sections were unlettered and extended from just downstream of McReynolds Rd to FM 455. There were no FEMA NFHL waterlines through the project site, so stream centerlines were drawn for all three tributaries. To better model the streams, several cross sections were added. Table 14 below shows the list of added cross sections. Additionally, inline structures 410, 1638, and 2580 were added to model the existing inline ponds along Tributary 2.1. Aerial imagery was used to determine the Manning’s roughness coefficients for the channel and overbanks of the model. The Manning’s values used for overbanks ranged from 0.05 to 0.07 and the channel values ranged from 0.04 to 0.05. The pre-project flows from Section 2.1 were used for the hydraulic model. The calculated water surface elevation from the FEMA NFHL cross sections at cross sections 146 and 103 were used as the downstream boundary condition for the 100-YR storm event for Tributaries 2 and 2.1. For all lesser storm events, the normal depth at the bottom of each reach was used for the downstream boundary condition. For Tributary 2.2, the calculated water surface elevation at cross section 2478 at each storm event was used for the downstream boundary condition for each corresponding storm event. The results are shown below in Tables 13 – 18 and 20 – 25. Table 12 – Added Cross Sections by Tributary Tributary 2.0 Tributary 2.1 Tributary 2.2 6124 6564 3627 6021 6452 3024 5933 6404 2649 5852 6310 2525 5629 1533 2455 4981 1458 1766 4729 1292 1596 4414 1213 489 4012 1106 --- 3880 929 --- 3205 766 --- 62 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Blue Star Phase 2, being approximately 14.2225 acres of land described as A1066A J.M.A. RUIZ, TR 12 and 12A, within the City of Sanger, generally located east of I-35 and approximately 1746 feet south of Chisum Rd. SUMMARY:  The applicant proposes to plat one Industrial lot that will mirror the existing lot.  The lot will be located to the north of the current lot.  The applicant plans to build an industrial building of approximately 290,940 square feet.  The property is served by City of Sanger Electric, Sanger Water and Wastewater. 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 met before City Council approval. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 63 Item 5. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 1000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/7/2025 7:05:07 PM Location Map 24SANZON-0045 Blue Star Phase 2 Final Plat 64 Item 5. IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) E2 E2 E2 E1 E1E1 E1 E1 E1 E1 E1 ACCESS & UTILITY EASEMENT JOSE MAR I A R U I Z S U R V E Y ABSTRAC T N O . 1 0 6 6 BENJAMIN F . L Y N C H S U R V E Y ABSTRAC T N O . 7 2 5 S89°37'16"E ~ 1,234.56' S0 0 ° 2 2 ' 4 4 " W ~ 5 0 0 . 0 0 ' N89°37'16"W ~ 1,246.08' CL = 5 0 0 . 1 3 ' CB = N 0 1 ° 4 1 ' 5 5 " E L= 5 0 0 . 1 5 ' R= 1 6 , 6 1 5 . 0 0 ' APPROX. SURVEY LINE PORTION OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. LOT 5, BLOCK A 14.2225 ACRES (619,533 SQ. FT.) REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. RE M A I N D E R O F C A L L E D 2 1 1 . 3 6 A C R E S SA N G E R T E X A S I N D U S T R I A L , L L C IN S . N O . 2 0 2 2 - 1 2 2 5 5 3 , O. P . R . D . C . T . 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT10' WATER EASEMENT10' WATER EASEMENT 17.68' 26.0' EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. ACCESS & UTILITY EASEMENT AC C E S S & U T I L I T Y E A S E M E N T ACCESS & UTILITY EASEMENT AC C E S S & U T I L I T Y E A S E M E N T 30.0' 70 . 0 ' 18.0' N0 1 ° 3 3 ' 5 7 " E ~ 3 2 8 . 9 0 ' S89°37'16"E ~ 1,078.33' L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23L24L25L26L27L28L29L30 L31 L32 L33 L34 L3 5 L36 L37 L38 N89°37'16"W ~ 920.07' S89°37'16"E ~ 910.07' N89°37'16"W ~ 1,081.14' S0 1 ° 3 3 ' 5 7 " W ~ 2 5 9 . 5 1 ' N89°37'16"W ~ 1,135.92' N0 0 ° 2 2 ' 4 4 " E ~ 3 2 4 . 9 0 ' N89°37'16"W ~ 130.31' S89°40'55"E ~ 82.14' C1 C2 C3 C4 C5 C6 C7 C8 C9 C11 C12 C13 C14 C15 C16 C17 C18C19 C20 C21 C22 C23 C24 C1017.70' 299.34' 10.00' 281.11' 10.00'10.00' 321.66' 18.00' 71.08' 35.70' 8.07' 10.00'5.92' L39 228.01' 10.00' 10.00' 255.85' 217.39' 217.39' 20.00' 20.00' 208.55' 208.55' 10.00' 10.00' 17.68' 26.0' 172.36' 182.36' 36.12' 26.11'10.00' 10.00' 51 . 8 3 ' 10 . 0 0 ' 10.00'40.42' 3.79'L=6.32' 9.42' 10.00' L40 L41 L42 L43 60.01' 194.92' 94 . 5 2 ' 95 . 5 0 ' GRAPHIC SCALE IN FEET 50'25'0 1" = 50' MELTON RD CHISAM RD 35 CO R R I D A L N VIEW RD SITE * VICINITY MAP * (NOT TO SCALE) E2 EX. DRAINAGE ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. E1 EX. WATER ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. "X" CUT FOUND N:7,199,172.14 E:2,372,793.16 (NAD83~GRID) POINT OF BEGINNING * LEGEND * "SPOONER 5922" SET IRON ROD FOUND WITH CAPCIRF MONUMENTMON. INSTRUMENT NUMBERINS. NO. 5/8" IRON ROD WITH CAP STAMPEDCIRS DENTON COUNTY, TEXAS OFFICIAL PUBLIC RECORDSO.P.R.D.C.T. EXISTINGEX. * OWNER'S CERTIFICATION * STATE OF TEXAS § COUNTY OF DENTON § WHEREAS SANGER TEXAS INDUSTRIAL, LLC, is the sole owners of a 14.2225 acre tract of land located in the Jose Maria Ruiz Survey, Abstract No. 1066, City of Sanger, Denton County, Texas, said 14.2225 acre tract of land being a portion of a called 211.36 acre tract of land conveyed to SANGER TEXAS INDUSTRIAL, LLC, by deed thereof filed for record in Denton County Clerk's Instrument Number (D.C.C.I.No.) 2022-122553, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 14.2225 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at an X-cut in concrete found at the northwest lot corner of Lot 2, Block A, Blue Star Industrial Addition, being an addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 20220525000223, O.P.R.D.C.T., said beginning point being on the common property line of the said 211.36 acre tract and a called 3.6810 acre tract of land conveyed to the State of Texas, by deed thereof filed for record in D.C.C.I. No. 2020-141152, O.P.R.D.C.T., said common property line being the east right-of-way line of Interstate Highway 35 (a variable width public right-of-way with state controlled access), said beginning point also being at the beginning of a curve to the left having a radius of 16,615.00 feet; THENCE along the west property line of the said 211.36 acre tract, along the said east right-of-way line of Interstate Highway 35, and along said curve to the left, an arc length of 500.15 feet, and across a chord which bears North 01°41'55" East, a chord length of 500.13 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set), from which a 5/8 inch iron rod with a 2-inch pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found at the north property corner of the said 3.6610 acre tract, same being a northwest property corner of the said 211.36 acre tract, bears North 00°45'55" West, a distance of 994.78 feet; THENCE over and across the said 211.36 acre tract the following courses and distances: South 89°37'16" East, a distance of 1,234.56 feet to an iron rod set; South 00°22'44" West, a distance of 500.00 feet to a point for corner on an existing sanitary sewer manhole lid found at the northeast lot corner of said Lot 2; THENCE North 89°37'16" West, along the north lot line of said Lot 2, a distance of 1,246.08 feet to the POINT OF BEGINNING, containing 14.2225 acres (619,533 square feet) of land more or less. STATE OF TEXAS § COUNTY OF DENTON § THAT, I, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. Surveyed on the ground during the month of October, 2024. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of _________, 2024. ____________________________________ Notary Public, State of Texas NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, ______________, a duly authorized agent for SANGER TEXAS INDUSTRIAL, LLC hereby certify that SANGER TEXAS INDUSTRIAL, LLC, is the owner of Blue Star Industrial Addition, and do accept this as its plan for subdividing into lots and blocks and do hereby dedicate to the public forever the streets and easement shown hereon. SANGER TEXAS INDUSTRIAL, LLC By:________________________________________________ Printed Name: __________________________Date________ STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, 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/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of_________, 2024. ____________________________________ Notary Public, State of Texas ENGINEER ANIMAS CIVIL ENGINEERING PO BOX 830974 RICHARDSON, TX 75083 (214) 803-1099 ATTN: MICHAEL DOGGETT, P.E. OWNER: SANGER TEXAS INDUSTRIAL, LLC C/O BLUE STAR LAND LP 1 COWBOYS WAY FRISCO, TEXAS 75034 BLUE STAR INDUSTRIAL ADDITION CITY OF SANGER PROJECT NO. ___________ FINAL PLAT SHEET 1 OF 1 12/17/2024 BEING A FINAL PLAT OF A 14.2225 ACRE TRACT OF LAND LOCATED IN THE JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, CITY OF SANGER, DENTON COUNTY, TEXAS, SAID 14.2225 ACRE TRACT BEING A PORTION OF A CALLED 211.36 ACRE TRACT OF LAND CONVEYED TO SANGER TEXAS INDUSTRIAL, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. 2022-122553, O.P.R.D.C.T. 1 INDUSTRIAL LOT 14.2225 ACRES ~ ZONED I-1 LOT 5, BLOCK A P.F.C. ON EX. SSMH LID CIRS N:7,199,663.78 E:2,374,042.33 (NAD83~GRID) TX D O T M O N . F O U N D A T N O R T H CO R N E R O F 3 . 6 6 1 0 A C R E T R A C T BE A R S N 0 0 ° 4 5 ' 5 5 " W ~ 9 9 4 . 7 8 ' AP P R O X . C L O F C H I S O L M T R A I L BE A R S N O R T H 1 , 5 8 6 ' POINT FOR CORNERP.F.C. SANITARY SEWER MANHOLESSMH THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. December 15, 2022 APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ________________________________________________ Chairman, Planning and Zoning Commission Date City of Sanger, Texas ________________________________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: ________________________________________________ Kelly Edwards Date City Secretary, City of Sanger, Texas County Clerk's Recording Box SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS CIRS LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 BEARING N00°22'44"E N00°22'44"E N00°22'44"E N00°19'26"E S00°22'44"W S00°22'44"W S00°22'44"W S00°22'44"W S00°22'44"W S00°22'44"W S88°26'03"E N01°33'57"E N88°26'03"W S00°22'44"W S89°37'16"E N00°22'44"E S00°22'44"W N89°50'12"E N00°22'44"E N89°37'16"W S00°22'44"W S89°37'16"E S00°19'05"W N00°19'05"E N00°22'44"E S00°22'44"W N00°22'44"E N00°22'44"E N00°22'44"E S00°22'44"W N00°22'44"E N44°37'16"W N89°37'16"W N00°22'44"E S00°22'44"W N89°37'16"W S89°37'16"E S44°37'16"E N00°22'44"E N00°22'44"E N00°22'44"E N89°37'16"W S88°50'16"E DIST. 20.76' 17.22' 18.50' 26.04' 5.50' 5.50' 5.50' 5.50' 5.50' 5.50' 7.64' 10.00' 7.64' 7.19' 10.00' 8.18' 7.74' 10.00' 7.65' 9.04' 10.00' 9.04' 30.22' 30.21' 30.31' 30.31' 30.31' 30.31' 30.31' 30.31' 6.08' 12.29' 19.14' 15.55' 15.55' 24.66' 43.88' 6.75' 17.68' 17.68' 17.68' 18.00' 41.67' CURVE TABLE C# C1 C2 C3 C4 C5 C6 C7 C8 C9 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C10 RADIUS 20.00 30.00 50.00 80.00 50.00 20.00 40.00 40.00 40.00 20.00 50.00 80.00 20.00 20.00 40.00 50.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 LENGTH 31.84' 14.35' 23.92' 21.57' 12.44' 31.00' 38.94' 38.94' 63.33' 31.42' 13.48' 19.91' 31.00' 31.42' 34.80' 23.80' 23.53' 15.52' 31.76' 21.30' 10.11' 21.31' 32.04' 15.39' CH BEARING N45°59'25"E N13°19'32"W N13°19'32"W N08°06'06"E N08°41'42"E N45°58'20"E S61°44'08"E S61°44'08"E N45°01'14"E N44°37'16"W N08°06'06"E N08°41'42"E N45°58'20"E S44°37'16"E S25°18'21"W S36°36'14"W S56°40'23"W N45°08'45"W N44°49'26"E N59°05'35"W N00°22'44"E N59°51'38"E S43°43'13"E S46°16'47"W CH LENGTH 28.58' 14.21' 23.69' 21.50' 12.41' 27.99' 37.42' 37.42' 56.92' 28.28' 13.44' 19.86' 27.99' 28.28' 33.72' 23.58' 22.20' 14.01' 28.53' 20.31' 9.68' 20.31' 28.73' 13.92' * GENERAL NOTES * ·The bearings shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain) as shown on Map No. 48121C0070G; map revised April 18, 2011, for Denton County and incorporated areas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to change related to impact fees and the applicant should contact the City regarding any applicable fees due. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·Notice-selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·The purpose of this plat is to establish a new lot and easements for the development of the property. ·Water and sanitary sewer provided by the City of Sanger, PO Box 1729, Sanger, Texas 76266, 940-458-2571 ·Electric service provided by Sanger Electric Utilities, 202 Railroad Avenue, Sanger, Texas 76266 and CoServ Electric, 7701 S. Stemmons Freeway, Corinth, Texas 76210, 940-458-2064. ·Telephone Services provided by Century Link, 902-B W. Central Texas Expressway, Suite 201, Killeen TX 76541, 866-916-9805. ·Minimum finished floor elevations are to be at least 2-feet above the 100-year floodplain, if any. 65 Item 5. 66 Item 5. ANIMAS CIVIL ENGINEERING P.O. BOX 830974, RICHARDSON, TEXAS 75083 PH: 214-803-1099 TEXAS ENGINEERING FIRM REG. NO. F-26500 December 9, 2024 City of Sanger Development Services 201 Bolivar Street Sanger, TX 76266 RE: Letter of Intent Final Plat Lot 5, Block A, Blue Star Industrial Addition Dear Sir or Madam: On behalf of the current owner, Sanger Texas Industrial, LLC c/o Blue Star Land, LP, enclosed is our Final Plat submittal. The subject property is known as Lot 5, Block A of Blue Star Industrial Addition and is generally located along the east side of I-35 South of Chisam Road. The proposed lot size is approximately 14.2225 acres. The property will be developed with a 290,940 SF industrial building. We would respectfully request this Final Plat be considered for approval by the Planning & Zoning Commission and City Council at the next available meeting. Should you have any questions, please feel free to contact me. Sincerely, Animas Civil Engineering, LLC Michael Doggett, P.E. (TX, MO, OK, AZ) President 67 Item 5. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Blue Star Industrial Addition Phase 2 The request is for a Final Plat of Blue Star Industrial Addition Phase 2, being approximately 14.2225acres in the JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, prepared by Animas Civil Engineering, LLC., submitted on 12/18/24. 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. Plat says Preliminary 2. Name of the utilities providers 3. Missing some of the required signature area for City officials 4. Title Block needs to say the type of plat. 5. True bearings and distances to the nearest established street. 6. Typo on the general notes #5 7. Missing note starting with “Notice of selling… 8. Missing note starting with “ Minimum finish floor…. 9. Need the full date of preparation not just month and year. 10. Need length of all arcs, radii 11. Plat says Tarrant County in two different places. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 68 Item 5. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 2nd REVIEW COMMENTS – Final Plat – Blue Star Industrial Addition Phase 2 The request is for a Final Plat of Blue Star Industrial Addition Phase 2, being approximately 14.2225acres in the JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, prepared by Animas Civil Engineering, LLC., submitted on 12/18/24. 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. Title Block can remove City of Sanger project No. 2. True bearings and distances to the nearest established street. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 69 Item 5. December 23, 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: Blue Star Industrial Addition -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat and Civil Plans for Blue Star Industrial Addition Phase 2. The submittal was prepared by Animas Civil Engineering and was received December 10, 2024. We have completed our review and offer the following comments: Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Final Plat 1. This final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. Callout/show drainage easement for proposed SD lines. drainage infrastructure cannot be lumped into a general utility easement 3. The name, address and phone number of all utilities providing service to the development is required. A signature from each provider or a will-serve letter, signifying their ability to provide service to the subdivision is required. 4. Include certificate for designated city official signatures on all final plats Civil Plan Comments Cover Sheet Comments 1. The final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. Confirm detention facility is online and functioning as intended, else provide an interim drainage plan/study. 3. See comment on page number on the sheet, see markup. 70 Item 5. Paving Plan and Dimension Control Comments 1. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) 2. Collector streets and alleys shall, at a minimum, be designed and constructed with eight-inch (8") thickness of four thousand (4,000) p.s.i. reinforced concrete pavement on a compacted sub-base. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) 3. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the subbase with an eight-inch (8") thickness of six percent (6%) hydrated lime by weight will be required per Ordinance § 10.106(b)(2)(B)(iii) 4. Per Denton County Fire Code, fire lanes shall have a minimum interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet. Please review and revise all turning radii to meet minimums 5. 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 § 10.106(b)(3)(C)(ii) Grading Plan Comments 1. Is there an agreement for the offsite grading? 2. A previous plan review associated with the pond and Lot 2 called for rip rap at the confluence of these channels. Confirm rip rap has been installed and/or provide additional rip rap as needed for this project if existing rip rap is not adequate. ~100 cfs at 6fps or greater is expected to discharge here, please protect 3. Provide offsite flow arrows Drainage Area Map Comments 1. Please provide 5, 10, 25, and 100 yr calcs 2. Intensity from 2020 iSWM hydrology manual? please note source. to be consistent with accepted drainage study, recommend using intensity data in from accepted study (2014 iSWM hydrology manual). 3. See comments related to surcharge for circled inlets (see markups) 4. There appear to be two sheets labelled C-6.01, the DAM should be C-4.01 5. The areas around Drainage areas A2 and A3 appears to be flowing offsite, please verify and revise drainage areas according Storm Drain Plan Comments 1. Water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. Else revise SD to remove surcharge. See markups. 2. Is the GV included in any lowering? 71 Item 5. 3. Recommend adding a junction/manhole for access at least every 500' 4. Show min 10' DE on all proposed SD and show on plat. 5. Minimum pipe size for 10-foot curb inlets is 21" per § 10.106(d)(5)(C). Please upsize laterals to 21" 6. For areas outside the platted boundary a DE by separate instrument must be recorded. DE should include any energy dissipation (rip rap) and extend min 25' beyond the rip rap. Storm Drain Plan and Profile Comments 1. Show headwall and energy dissipation (rip rap) 2. Provide rip rap calcs to support apron length, width, and thickness 3. Note the source of the stating water surface elevation 4. Label separation distances between SD and SS/W - all crossings 5. Water out of the inlet? Confirm this surcharge does not overflow to adjacent lot. See markups. 6. The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii). Please review and revise. 7. HGL for SD Lat B-4 not consistent with calcs. please review/revise. See markups. Hydraulic Calculations Comments 1. The minimum velocities in conduit shall be 2.5 feet per second per § 10.106(d)(6)(B)(i) 2. The maximum velocity in the pipe shall not exceed 12 feet per second per § 10.106(d)(6)(B)(ii) Utility Plan Comments 1. The manholes shall be placed at points of change in alignment, grade, size of sewer, the intersection of sewers; at the right-of-way lines of major and secondary thoroughfares, whether existing or proposed, and the end of all sanitary sewer mains subject to extension per § 10.106(f)(1)(A)(iii) 2. Ensure all TCEQ crossing requirements are met Erosion Control Comments 1. Please add SF at the toe of all graded slopes to reduce sediment. See markups. 2. Please show or ensure SF is added behind the curb once curb is installed to minimize sediment on the street. See markups. 3. Consider installing a rock filter dam at the outflow for erosion control Paving Details 1. Please provide pavement repair details 72 Item 5. Drainage Details 1. Please provide bedding detail for SD. Utility Details 1. Please provide water line embedment detail Landscape Comments 1. Please show that minimum landscaping requirements for non-residential uses per ordinance § 14A-48.5.2 I-1 and I-2 Industrial Districts have been met. Include narrative per ordinance on the plans to verify requirements have been met. 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: Plans markups 73 Item 5. IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) E2 E2 E2 E1 E1E1 E1 E1 E1 E1 E1 ACCESS & UTILITY EASEMENT (PROPOSED) JOSE MAR I A R U I Z S U R V E Y ABSTRAC T N O . 1 0 6 6 BENJAMIN F . L Y N C H S U R V E Y ABSTRAC T N O . 7 2 5 S89°37'16"E ~ 1,234.56' S0 0 ° 2 2 ' 4 4 " W ~ 5 0 0 . 0 0 ' N89°37'16"W ~ 1,246.08' CL = 5 0 0 . 1 3 ' CB = N 0 1 ° 4 1 ' 5 5 " E L= 5 0 0 . 1 5 ' R= 1 6 , 6 1 5 . 0 0 ' APPROX. SURVEY LINE PORTION OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. LOT 5, BLOCK A 14.2225 ACRES (619,533 SQ. FT.) REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 17.68' 26.0' 17.68' 26.0' EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) 30.0' 70 . 0 ' 18.0' GRAPHIC SCALE IN FEET 50'25'0 1" = 50' MELTON RD CHISAM RD 35 CO R R I D A L N VIEW RD SITE * VICINITY MAP * (NOT TO SCALE) E2 EX. DRAINAGE ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. E1 EX. WATER ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. "X" CUT FOUND N:7,199,172.14 E:2,372,793.16 (NAD83~GRID) CIRS POINT OF BEGINNING * LEGEND * "SPOONER 5922" SET IRON ROD FOUND WITH CAPCIRF MONUMENTMON. INSTRUMENT NUMBERINS. NO. 5/8" IRON ROD WITH CAP STAMPEDCIRS DENTON COUNTY, TEXAS OFFICIAL PUBLIC RECORDSO.P.R.D.C.T. EXISTINGEX. * OWNER'S CERTIFICATION * STATE OF TEXAS § COUNTY OF DENTON § WHEREAS SANGER TEXAS INDUSTRIAL, LLC, is the sole owners of a 14.2225 acre tract of land located in the Jose Maria Ruiz Survey, Abstract No. 1066, City of Sanger, Denton County, Texas, said 14.2225 acre tract of land being a portion of a called 211.36 acre tract of land conveyed to SANGER TEXAS INDUSTRIAL, LLC, by deed thereof filed for record in Denton County Clerk's Instrument Number (D.C.C.I.No.) 2022-122553, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 14.2225 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at an X-cut in concrete found at the northwest lot corner of Lot 2, Block A, Blue Star Industrial Addition, being an addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 20220525000223, O.P.R.D.C.T., said beginning point being on the common property line of the said 211.36 acre tract and a called 3.6810 acre tract of land conveyed to the State of Texas, by deed thereof filed for record in D.C.C.I. No. 2020-141152, O.P.R.D.C.T., said common property line being the east right-of-way line of Interstate Highway 35 (a variable width public right-of-way with state controlled access), said beginning point also being at the beginning of a curve to the left having a radius of 16,615.00 feet; THENCE along the west property line of the said 211.36 acre tract, along the said east right-of-way line of Interstate Highway 35, and along said curve to the left, an arc length of 500.15 feet, and across a chord which bears North 01°41'55" East, a chord length of 500.13 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set), from which a 5/8 inch iron rod with a 2-inch pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found at the north property corner of the said 3.6610 acre tract, same being a northwest property corner of the said 211.36 acre tract, bears North 00°45'55" West, a distance of 994.78 feet; THENCE over and across the said 211.36 acre tract the following courses and distances: South 89°37'16" East, a distance of 1,234.56 feet to an iron rod set; South 00°22'44" West, a distance of 500.00 feet to a point for corner on an existing sanitary sewer manhole lid found at the northeast lot corner of said Lot 2; THENCE North 89°37'16" West, along the north lot line of said Lot 2, a distance of 1,246.08 feet to the POINT OF BEGINNING, containing 14.2225 acres (619,533 square feet) of land more or less. STATE OF TEXAS § COUNTY OF TARRANT § THAT, I, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. Surveyed on the ground during the month of October, 2024. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of _________, 2024. ____________________________________ Notary Public, State of Texas NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, ______________, a duly authorized agent for SANGER TEXAS INDUSTRIAL, LLC hereby certify that SANGER TEXAS INDUSTRIAL, LLC, is the owner of Blue Star Industrial Addition, and do accept this as its plan for subdividing into lots and blocks and do hereby dedicate to the public forever the streets and easement shown hereon. SANGER TEXAS INDUSTRIAL, LLC By:________________________________________________ Printed Name: __________________________Date________ STATE OF TEXAS § COUNTY OF ____________ § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, 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/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of_________, 2024. ____________________________________ Notary Public, State of Texas ENGINEER ANIMAS CIVIL ENGINEERING PO BOX 830974 RICHARDSON, TX 75083 (214) 803-1099 ATTN: MICHAEL DOGGETT, P.E. OWNER: SANGER TEXAS INDUSTRIAL, LLC C/O BLUE STAR LAND LP 1 COWBOYS WAY FRISCO, TEXAS 75034 BLUE STAR INDUSTRIAL ADDITION CITY OF SANGER PROJECT NO. ___________ FINAL PLAT SHEET 1 OF 1 December 2024 BEING A PLAT OF A 14.2225 ACRE TRACT OF LAND LOCATED IN THE JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, CITY OF SANGER, DENTON COUNTY, TEXAS, SAID 14.2225 ACRE TRACT BEING A PORTION OF A CALLED 211.36 ACRE TRACT OF LAND CONVEYED TO SANGER TEXAS INDUSTRIAL, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. 2022-122553, O.P.R.D.C.T. 1 INDUSTRIAL LOT 14.2225 ACRES ~ ZONED I-1 LOT 5, BLOCK A P.F.C. ON EX. SSMH LID CIRS N:7,199,663.78 E:2,374,042.33 (NAD83~GRID) TX D O T M O N . F O U N D A T N O R T H CO R N E R O F 3 . 6 6 1 0 A C R E T R A C T BE A R S N 0 0 ° 4 5 ' 5 5 " W ~ 9 9 4 . 7 8 ' (S E E I N S E T " A " ) POINT FOR CORNERP.F.C. SANITARY SEWER MANHOLESSMH * GENERAL NOTES * ·The bearings shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain) as shown on Map No. 48121C0070G; map revised April 18, 2011, for Denton County and incorporated areas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to change related to impact fee4s and the applicant should contact the City regarding any applicable fees due. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·Notice-selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·The purpose of this plat is to establish a new lot and easements for the development of the property. THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. December 15, 2022 Approved for Preparation of Final Plat _____________________________ City of Sanger, TX Date Planning and Zoning County Clerk's Recording Box SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS 1. The name, address and phone number of all utilities providing service to the development is required. A signature from each provider or a will-serve letter, signifying their ability to provide service to the subdivision is required. 2. Include certificate for designated city official signatures on all final plats Show water and drainage easement 1. This final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. callout/show private drainage easements for proposed SD lines. drainage infrastructure cannot be lumped into a general utility easement. 74 Item 5. CONSTRUCTION PLANS FOR BLUE STAR INDUSTRIAL BLDG. L LOT 5R, BLOCK A, BLUE STAR ADDITION INTERSTATE HIGHWAY 35 THE TOWN OF SANGER DENTON COUNTY, TEXAS ENGINEER: ANIMAS CIVIL ENGINEERING, LLC. MICHAEL DOGGETT, P.E. P.O. BOX 830974 RICHARDSON, TEXAS 75083 (214) 803-1099 Michael@AnimasCivil.com DECEMBER 2024 VICINITY MAP N.T.S. © DEVELOPER: JOE HICKMAN SANGER TEXAS INDUSTRIAL, LLC c/o BLUE STAR LAND, LP 1 COWBOYS WAY FRISCO, TX 75034 (214) 437-3651 JOEHICKMAN@DALLASCOWBOYS.NET SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 7 : 5 3 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ C o v e r S h e e t . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-1.00 CO V E R S H E E T PROJECT SITE Sheet List Table Sheet Number Sheet Title C-1.00 COVER SHEET C-1.01 KEYMAP C-1.02 FINAL PLAT C-2.01 PAVING AND DIMENSION CONTROL PLAN C-2.02 PAVING AND DIMENSION CONTROL PLAN C-3.01 GRADING PLAN C-3.02 GRADING PLAN C-4.01 DRAINAGE AREA MAP C-5.01 STORM PLAN C-5.02 STORM PLAN C-5.03 STORM PROFILES C-5.04 STORM PROFILES C-5.05 STORM PROFILES C-5.06 DRAINAGE CALCULATIONS C-6.01 UTILITY PLAN C-6.02 UTILITY PLAN C-7.01 EROSION CONTROL PLAN C-8.01 EROSION CONTROL DETAILS C-8.02 PAVING DETAILS C-8.03 DRAINAGE DETAILS C-8.04 DRAINAGE DETAILS C-8.05 UTILITY DETAILS C-8.06 UTILITY DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE PLAN L-4 PLANTING DETAILS L-5 PLANTING SPECS L-6 TURF SPECS ARCHITECT: COLT MALLOY, ASSOC. AIA, PROJECT MANAGER CORE ARCHITECTS (479) 903-7417 CDMALLOY@CORE-ARCH.COM 12/7/2024 Stormwater Comments 12/20/2024 Erin Storey estorey@halff.com 1. The final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. confirm detention facility is online and functioning as intended, else provide an interim drainage plan/study see comment on page number on the sheet 75 Item 5. W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W WW W W 8 17 17 18 617212017177 34 LOT 5 14.22 ACRES 28 F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 400 401402 403 MA G N A I L F N D W S H I N E R X-CUT FND CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. M SV HCSHCSHCSHCSFIRE DEPT CONN SV WATER UTILITYE HCSHCS SVSV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV FMK 41551 FIBER MARKER 1-800-395-0440720.72 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. FIBER VAULT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 8" PVC 42" RCP 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E FIRE PUMP TEST HEADER FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. 00 50'100' GRAPHIC SCALE 50' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 0 7 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ K e y M a p . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 VICINITY MAP N.T.S. PROJECT SITE N S W E MA T C H L I N E A - A C-1.01 KE Y M A P 12/7/2024 76 Item 5. IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) E2 E2 E2 E1 E1E1 E1 E1 E1 E1 E1 ACCESS & UTILITY EASEMENT (PROPOSED) JOSE MAR I A R U I Z S U R V E Y ABSTRAC T N O . 1 0 6 6 BENJAMIN F . L Y N C H S U R V E Y ABSTRAC T N O . 7 2 5 S89°37'16"E ~ 1,234.56' S0 0 ° 2 2 ' 4 4 " W ~ 5 0 0 . 0 0 ' N89°37'16"W ~ 1,246.08' CL = 5 0 0 . 1 3 ' CB = N 0 1 ° 4 1 ' 5 5 " E L= 5 0 0 . 1 5 ' R= 1 6 , 6 1 5 . 0 0 ' APPROX. SURVEY LINE PORTION OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. LOT 5, BLOCK A 14.2225 ACRES (619,533 SQ. FT.) REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 17.68' 26.0' 17.68' 26.0' EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) 30.0' 70 . 0 ' 18.0' GRAPHIC SCALE IN FEET 50'25'0 1" = 50' MELTON RD CHISAM RD 35 CO R R I D A L N VIEW RD SITE * VICINITY MAP * (NOT TO SCALE) E2 EX. DRAINAGE ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. E1 EX. WATER ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. "X" CUT FOUND N:7,199,172.14 E:2,372,793.16 (NAD83~GRID) CIRS POINT OF BEGINNING * LEGEND * "SPOONER 5922" SET IRON ROD FOUND WITH CAPCIRF MONUMENTMON. INSTRUMENT NUMBERINS. NO. 5/8" IRON ROD WITH CAP STAMPEDCIRS DENTON COUNTY, TEXAS OFFICIAL PUBLIC RECORDSO.P.R.D.C.T. EXISTINGEX. * OWNER'S CERTIFICATION * STATE OF TEXAS § COUNTY OF DENTON § WHEREAS SANGER TEXAS INDUSTRIAL, LLC, is the sole owners of a 14.2225 acre tract of land located in the Jose Maria Ruiz Survey, Abstract No. 1066, City of Sanger, Denton County, Texas, said 14.2225 acre tract of land being a portion of a called 211.36 acre tract of land conveyed to SANGER TEXAS INDUSTRIAL, LLC, by deed thereof filed for record in Denton County Clerk's Instrument Number (D.C.C.I.No.) 2022-122553, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 14.2225 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at an X-cut in concrete found at the northwest lot corner of Lot 2, Block A, Blue Star Industrial Addition, being an addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 20220525000223, O.P.R.D.C.T., said beginning point being on the common property line of the said 211.36 acre tract and a called 3.6810 acre tract of land conveyed to the State of Texas, by deed thereof filed for record in D.C.C.I. No. 2020-141152, O.P.R.D.C.T., said common property line being the east right-of-way line of Interstate Highway 35 (a variable width public right-of-way with state controlled access), said beginning point also being at the beginning of a curve to the left having a radius of 16,615.00 feet; THENCE along the west property line of the said 211.36 acre tract, along the said east right-of-way line of Interstate Highway 35, and along said curve to the left, an arc length of 500.15 feet, and across a chord which bears North 01°41'55" East, a chord length of 500.13 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set), from which a 5/8 inch iron rod with a 2-inch pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found at the north property corner of the said 3.6610 acre tract, same being a northwest property corner of the said 211.36 acre tract, bears North 00°45'55" West, a distance of 994.78 feet; THENCE over and across the said 211.36 acre tract the following courses and distances: South 89°37'16" East, a distance of 1,234.56 feet to an iron rod set; South 00°22'44" West, a distance of 500.00 feet to a point for corner on an existing sanitary sewer manhole lid found at the northeast lot corner of said Lot 2; THENCE North 89°37'16" West, along the north lot line of said Lot 2, a distance of 1,246.08 feet to the POINT OF BEGINNING, containing 14.2225 acres (619,533 square feet) of land more or less. STATE OF TEXAS § COUNTY OF TARRANT § THAT, I, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. Surveyed on the ground during the month of October, 2024. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of _________, 2024. ____________________________________ Notary Public, State of Texas NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, ______________, a duly authorized agent for SANGER TEXAS INDUSTRIAL, LLC hereby certify that SANGER TEXAS INDUSTRIAL, LLC, is the owner of Blue Star Industrial Addition, and do accept this as its plan for subdividing into lots and blocks and do hereby dedicate to the public forever the streets and easement shown hereon. SANGER TEXAS INDUSTRIAL, LLC By:________________________________________________ Printed Name: __________________________Date________ STATE OF TEXAS § COUNTY OF ____________ § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, 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/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of_________, 2024. ____________________________________ Notary Public, State of Texas ENGINEER ANIMAS CIVIL ENGINEERING PO BOX 830974 RICHARDSON, TX 75083 (214) 803-1099 ATTN: MICHAEL DOGGETT, P.E. OWNER: SANGER TEXAS INDUSTRIAL, LLC C/O BLUE STAR LAND LP 1 COWBOYS WAY FRISCO, TEXAS 75034 BLUE STAR INDUSTRIAL ADDITION CITY OF SANGER PROJECT NO. ___________ FINAL PLAT SHEET 1 OF 1 December 2024 BEING A PLAT OF A 14.2225 ACRE TRACT OF LAND LOCATED IN THE JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, CITY OF SANGER, DENTON COUNTY, TEXAS, SAID 14.2225 ACRE TRACT BEING A PORTION OF A CALLED 211.36 ACRE TRACT OF LAND CONVEYED TO SANGER TEXAS INDUSTRIAL, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. 2022-122553, O.P.R.D.C.T. 1 INDUSTRIAL LOT 14.2225 ACRES ~ ZONED I-1 LOT 5, BLOCK A P.F.C. ON EX. SSMH LID CIRS N:7,199,663.78 E:2,374,042.33 (NAD83~GRID) TX D O T M O N . F O U N D A T N O R T H CO R N E R O F 3 . 6 6 1 0 A C R E T R A C T BE A R S N 0 0 ° 4 5 ' 5 5 " W ~ 9 9 4 . 7 8 ' (S E E I N S E T " A " ) POINT FOR CORNERP.F.C. SANITARY SEWER MANHOLESSMH * GENERAL NOTES * ·The bearings shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain) as shown on Map No. 48121C0070G; map revised April 18, 2011, for Denton County and incorporated areas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to change related to impact fee4s and the applicant should contact the City regarding any applicable fees due. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·Notice-selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·The purpose of this plat is to establish a new lot and easements for the development of the property. THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. December 15, 2022 Approved for Preparation of Final Plat _____________________________ City of Sanger, TX Date Planning and Zoning County Clerk's Recording Box SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS 1. This final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. callout/show private drainage easements for proposed SD lines. drainage infrastructure cannot be lumped into a general utility easement. Show water and drainage easement 1. The name, address and phone number of all utilities providing service to the development is required. A signature from each provider or a will-serve letter, signifying their ability to provide service to the subdivision is required. 2. Include certificate for designated city official signatures on all final plats 77 Item 5. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 403 MA G N A I L F N D W S H I N E R X-CUT FND FMK OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. S89°37'16"E1234.56' S89°37'16"E1246.08' R10' 9' 12.5'(TYP)12.5'(TYP)18' 30' 9.0'(TYP) 9.0'(TYP) 5 ' 9'9'9' 5'5'5'5' 5' 10' 2 6 0 ' 5 ' ( T Y P ) 5' (TYP) 6 0 ' 7 0 ' R20' R10' R20' R50' R80' R20' R50' R30' R20' R20' R20' 9.0'(TYP) 9.0'(TYP) 11.8' 5' 1119' N: 7200620.59 E: 2373216.07 N: 7200352.70 E: 2373198.30 ∆=1°43'29" R=16615.00' L=500.15' CB=N1°41'55"E C=500.13' 5 ' 9'9' FLFLFLFLFL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. WWWWW 99.8' 53.3' R10'R10' 5' 306' 9' 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 2 3 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ P a v i n g a n d D i m e n s i o n P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 HEAVY DUTY SECTION REINFORCED PORTLAND CEMENT CONCRETE, MIN COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS BETWEEN 4 AND 6 PERCENT ENTRAINED AIR REINFORCE WITH #3 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 8" LIGHT DUTY SECTION 6 INCH SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS REINFORCE WITH #3 BARS @ 24" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 5" Know what'sbelow. before you dig.Call C-2.01 PA V I N G A N D DI M E N S I O N CO N T R O L P L A N N S W E TYP. S W FDC FH SIDEWALK PAVEMENT LEGEND PROPERTY LINE PROPOSED TRANSFORMER LOCATION NUMBER OF PARKING SPACES PER ROW EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING SAN. SWR. MANHOLE EXISTING SIGN ACCESSIBLE PARKING SYMBOL ACCESSIBLE ROUTE WATER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION SANITARY SEWER MANHOLE TYPICAL VICINITY MAP N.T.S. PROJECT SITE N S W E IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) MA T C H L I N E A - A NOTES 1.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING FOOT PRINT DIMENSIONS. 2.ALL DIMENSIONS ARE FROM THE FACE OF CURB , FACE OF BUILDING, OR PROPERTY LINE UNLESS NOTED OTHERWISE. 3.ALL CURB RADII ARE 2' UNLESS NOTED OTHERWISE. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FINAL GEOTECH REPORT FOR BUILDING SUB GRADE PREPARATION REQUIREMENTS. 5.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE CONSTRUCTION SPECIFICATIONS. 6.CONTRACTOR SHALL REFER TO M.E.P. AND LANDSCAPE PLANS FOR CONDUIT PLACEMENT PRIOR TO PAVING. 6 INCH LIME TREATED SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. *THESE SECTIONS BELOW ARE SHOWN FOR REFERENCE ONLY. PAVEMENT DESIGN AND SOIL PREPARATION RECOMMENDATIONS BY RONE ENGINEERS (REPORT NO. 22-26269 DATED APRIL 2022) SHALL BE ADHERED TO FOR BOTH MATERIALS AND PRACTICE OF INSTALLATION 12/7/2024 Collector streets and alleys shall, at a minimum, be designed and constructed with eight-inch (8") thickness of four thousand (4,000) p.s.i. reinforced concrete pavement on a compacted sub-base. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) Where the plasticity index of the soil is twelve (12) or greater, stabilization of the subbase with an eight-inch (8") thickness of six percent (6%) hydrated lime by weight will be required per Ordinance § 10.106(b)(2)(B)(iii) Per Denton County Fire Code, fire lanes shall have a minimum interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet. Please review and revise all turning radii to meet minimums 78 Item 5. F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL EL E C CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. S S EX. F.A.D.U.E. ESMT. 7 0 ' 6 0 ' 12.5'(TYP)99.8' 18' 53.3' 12.5'(TYP) 1 7 ' R40' R20' R40'R40' R20' R10' R20' R10' R20' R10'R10' 9.0'(TYP) 2 0 . 0 ' ( T Y P ) 9'9'9'9' 9.0'(TYP) 36' R40' 46' 5'5'5'5'5' 5 ' 306' 5' 3 0 ' 1 0 ' N: 7200353.19 E: 2374333.33 N: 7200613.19 E: 2374335.05 5 . 5 ' S89°37'16"E1234.56' N 0 ° 2 2 ' 4 4 " E 5 0 0 . 0 0 ' S89°37'16"E1246.08' 9'9' LOT 5 14.22 ACRES FLFLFLFLFL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL PUMP ROOM SANGER TEXAS INDUSTRIAL, LLC SS SS SS SS SS SS 5' 9.0'(TYP) 1119' 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 3 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ P a v i n g a n d D i m e n s i o n P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 NOTES 1.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING FOOT PRINT DIMENSIONS. 2.ALL DIMENSIONS ARE FROM THE FACE OF CURB , FACE OF BUILDING, OR PROPERTY LINE UNLESS NOTED OTHERWISE. 3.ALL CURB RADII ARE 2' UNLESS NOTED OTHERWISE. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FINAL GEOTECH REPORT FOR BUILDING SUB GRADE PREPARATION REQUIREMENTS. 5.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE CONSTRUCTION SPECIFICATIONS. 6.CONTRACTOR SHALL REFER TO M.E.P. AND LANDSCAPE PLANS FOR CONDUIT PLACEMENT PRIOR TO PAVING. Know what'sbelow. before you dig.Call C-2.02 PA V I N G A N D DI M E N S I O N CO N T R O L P L A N *THESE SECTIONS BELOW ARE SHOWN FOR REFERENCE ONLY. PAVEMENT DESIGN AND SOIL PREPARATION RECOMMENDATIONS BY RONE ENGINEERS (REPORT NO. 22-26269 DATED APRIL 2022) SHALL BE ADHERED TO FOR BOTH MATERIALS AND PRACTICE OF INSTALLATION VICINITY MAP N.T.S. PROJECT SITE N S W E N S W E TYP. S W FDC FH SIDEWALK PAVEMENT LEGEND PROPERTY LINE PROPOSED TRANSFORMER LOCATION NUMBER OF PARKING SPACES PER ROW EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING SAN. SWR. MANHOLE EXISTING SIGN ACCESSIBLE PARKING SYMBOL ACCESSIBLE ROUTE WATER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION SANITARY SEWER MANHOLE TYPICAL HEAVY DUTY SECTION REINFORCED PORTLAND CEMENT CONCRETE, MIN COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS BETWEEN 4 AND 6 PERCENT ENTRAINED AIR REINFORCE WITH #3 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 8" LIGHT DUTY SECTION 6 INCH SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS REINFORCE WITH #3 BARS @ 24" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 5" 6 INCH LIME TREATED SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. MA T C H L I N E A - A 12/7/2024 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 § 10.106(b)(3)(C)(ii) 79 Item 5. 401 FLFLFL FLFLFL FL FL FL FL FL FL FL FL 710 714 711 712 714.80 TC 714.30 TP 712.75 TC 712.25 TP 712.94 TC 712.44 TP 712.92 TC 712.42 TP 714.00 TC 713.50 TP 7 1 0 707 711.00 TP 710.20 TC 709.70 TP 402 X-CUT FND CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. SVSV OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT E E NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 71 0 713 714 70 9 710 709 710 7 1 0 709 7 1 1 7 1 2 7 1 3 7 1 4 714 7 1 2 71 3 71 4 71 3 7 1 3 7 1 4 7 1 5 7 1 7 71 6 715 714 714 713 714 713 7 1 5 7 1 6 7 1 7 7 1 8 7 1 9 711712713714715716717 710711712713714715 710 711 712 713 714 FF: 715.00 714.80 TC 714.30 TP 4.6 0 % 1 . 0 0 % 3.00% 3.12% 1.00% 714.80 TC 714.30 TP 714.80 TC 714.30 TP 715.02 TC 714.52 TP 714.30 TC 713.80 TP 713.82 TC 713.32 TP 714.40 TC 713.90 TP 714.40 TC 713.90 TP 714.72 TC 714.22 TP 714.80 TC 714.30 TP 713.43 TC 712.93 TP 713.62 TC 713.12 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 713.93 TC 713.43 TP713.77 TC 713.27 TP 714.68 TC 714.18 TP714.61 TC 714.11 TP 715.43 TC 714.93 TP 714.62 TC 714.12 TP 714.67 TC 714.17 TP 714.86 TC 714.36 TP 714.68 TC 714.18 TP 714.36 TC 713.86 TP 713.10 TC 712.60 TP 714.39 TC 713.89 TP 713.95 TC 713.45 TP 712.61 TC 712.11 TP 711.89 TC 711.39 TP 711.48 TC 710.98 TP 711.00 TC 710.50 TP 711.50 TC 711.00 TP 711.50 TC 711.00 TP 711.00 TC 710.50 TP 711.72 TC 711.22 TP 710.92 TC 710.42 TP 710.75 TC 710.25 TP 710.93 TC 710.43 TP 711.50 TC 711.00 TP 708.90 TC 708.40 TP708.74 TC 708.24 TP 708.99 TC 708.49 TP 714.30 TC 713.80 TP 715.15 TC 714.65 TP 715.76 TC 715.26 TP 716.01 TC 715.51 TP 716.44 TC 715.94 TP 716.77 TC 716.27 TP 716.50 TC 716.00 TP 716.48 TC 715.98 TP 717.34 TC 716.84 TP 718.19 ME 716.67 ME 717.00 TC 716.50 TP 716.52 TC 716.02 TP 716.34 TC 715.84 TP 715.50 TC 715.00 TP 714.12 TC 713.62 TP 714.00 TC 713.50 TP 714.24 TC 713.74 TP 714.24 TC 713.74 TP 714.27 TP 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.93 TP 714.43 TP 714.93 TP 714.63 TC 714.13 TP 713.42 TC 712.92 TP 714.69 TC 714.19 TP 714.71 TC 714.21 TP 714.56 TC 714.06 TP 714.56 TC 714.06 TP 713.24 TC 712.74 TP 713.59 TC 713.09 TP 713.91 TC 713.41 TP 713.94 TC 713.44 TP 714.08 TC 713.58 TP 714.04 TC 713.54 TP 714.80 TC 714.30 TP 714.16 TP 714.19 TP 714.80 TC 714.30 TP 714.92 TP 714.43 TP714.43 TP 714.92 TP 714.30 TP 714.30 TP 70 9 70971 0 71 1 71 2 71 3 71 3 71 4 71 5 71 6 7 1 7 71 871 9 71 9 719 70 8 70 9 71 0 7 1 1 7 1 2 7 1 3 7 1 4 7 1 5 7 1 6 7 1 7 70 8 70 9 710 711 710.20 TC 709.70 TP 711.00 TP 710.27 TC 709.77 TP 714.55 TC 714.05 TP 714.65 TC 714.15 TP 714.43 TP SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 5 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ G r a d i n g P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 00 30'60' GRAPHIC SCALE 30' C-3.01 GR A D I N G P L A N MA T C H L I N E A - A PROPOSED CONTOUR PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION EXISTING CONTOUR PROPERTY LINE 475 475 TC TP LEGEND MATCH EXISTINGME 1.SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SUBGRADE PREPARATIONS SPECIFICATIONS FOR ALL PROPOSED BUILDINGS. 3.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT) 4.CONTRACTOR SHALL VERIFY ALL SIDEWALKS HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. IF THE CONTRACTOR IDENTIFIES SLOPES GREATER, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 5.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT (CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITIES. GRADING NOTES Know what'sbelow. before you dig.Call VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 1. Provide offsite flow arrows Is there an agreement for the offsite grading? 80 Item 5. 400 401 M SV SV EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. F L FLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL 710 7 0 3 7 0 4 7 0 5 7 0 6 7 0 7 705 706 707 708 709 710 7 0 8 7 0 9 7 1 0 7 1 1 7 1 2 7 1 3 7 1 4 711 712 713 714 709 70 8709710711 712 713 712 713 714 714 711 712 713 FF: 715.00 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 713.66 TC 713.16 TP 711.29 ME711.61 ME 714.26 TC 713.76 TP 714.27 TC 713.77 TP 713.93 TC 713.43 TP 712.84 TC 712.34 TP 713.90 TC 713.40 TP 713.75 TC 713.25 TP 712.75 TC 712.25 TP 712.94 TC 712.44 TP 711.50 TC 711.00 TP 711.18 TC 710.68 TP 710.92 TC 710.42 TP 710.82 TC 710.32 TP 711.10 TC 710.60 TP 711.27 TC 710.77 TP 709.40 TC 708.90 TP 705.57 TC 705.07 TP 707.31 TC 706.81 TP 706.96 ME 705.04 ME 706.24 TC 705.74 TP 710.43 TC 709.93 TP 710.79 TC 710.29 TP 711.14 TC 710.64 TP 711.23 TC 710.73 TP 711.16 TC 710.66 TP 711.34 TC 710.84 TP 711.09 TC 710.59 TP 710.87 TC 710.37 TP 710.73 TC 710.23 TP 710.14 TC 709.64 TP 708.76 TC 708.26 TP 712.92 TC 712.42 TP 714.00 TC 713.50 TP 714.00 TC 713.50 TP 714.15 TC 713.65 TP 712.70 TC 712.20 TP 712.13 TC 711.63 TP 714.22 TC 713.72 TP 714.35 TC 713.85 TP 714.42 TC 713.92 TP 713.94 TC 713.44 TP 713.99 TC 713.49 TP 713.90 TP 713.90 TP 714.80 TC 714.30 TP 714.30 TP714.30 TP 714.80 TC 714.30 TP 714.92 TP 714.42 TP 714.42 TP 714.92 TP 710 71 0 70 1 7 0 1 7 0 1 70 2 7 0 2 702 7 0 2 703 7 0 3 704 7 0 4 705 70 5 7 0 6 7 0 6 70 7 7 0 7 70 8 70 8 70 9 7 1 0 71 0 7 1 1 71 1 7 0 4705 70 6707 711.00 TP 710.20 TC 709.70 TP 714.80 TC 714.30 TP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. WATER UTILITY E E E LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 71 0 713 714 70 9 714 713 710 711 712 713 714 713.43 TC 712.93 TP 713.62 TC 713.12 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 713.93 TC 713.43 TP713.77 TC 713.27 TP 711.50 TC 711.00 TP 711.00 TC 710.50 TP 711.72 TC 711.22 TP 710.92 TC 710.42 TP 710.75 TC 710.25 TP 710.93 TC 710.43 TP 711.50 TC 711.00 TP 708.90 TC 708.40 TP 713.94 TC 713.44 TP 714.08 TC 713.58 TP 714.04 TC 713.54 TP 714.80 TC 714.30 TP 714.16 TP 714.19 TP 714.80 TC 714.30 TP 714.92 TP 714.43 TP714.43 TP 714.92 TP 714.30 TP 714.30 TP 709 70 9 709 71 0 71 0 71 1 71 2 71 3 70 8 70 9 71 0 7 1 1 70 8 70 9 710 711 710.27 TC 709.77 TP 714.65 TC 714.15 TP 00 30'60' GRAPHIC SCALE 30' C-3.02 GR A D I N G P L A N MA T C H L I N E A - A SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 0 5 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ G r a d i n g P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROPOSED CONTOUR PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION EXISTING CONTOUR PROPERTY LINE 475 475 TC TP LEGEND MATCH EXISTINGME 1.SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SUBGRADE PREPARATIONS SPECIFICATIONS FOR ALL PROPOSED BUILDINGS. 3.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT) 4.CONTRACTOR SHALL VERIFY ALL SIDEWALKS HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. IF THE CONTRACTOR IDENTIFIES SLOPES GREATER, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 5.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT (CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITIES. GRADING NOTES Know what'sbelow. before you dig.Call VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 1. Provide offsite flow arrows a previous plan review associated with the pond and Lot 2 called for rip rap at the confluence of these channels. 1. confirm rip rap has been installed 2. provide additional rip rap as needed for this project if existing rip rap is not adequate. ~100 cfs at 6fps or greater is expected to discharge here, please protect. 81 Item 5. 8 17 17 18 617212017177 34 LOT 5 14.22 ACRES 28 F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL PUMP ROOM EL E C 400 401402 403 4000 704.336 GCP 4001 705.490 GCP 4003 714.563 GCP 4004 714.364 GCP 4005 721.044 GCP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. M SV FIRE DEPT CONN SV E SVSV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV FMK OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION SSSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO ELEC. VAULT E CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 699 699 700 700 7 0 1 701 702 7 0 2 7 0 2 70 2 702 702 703 7 0 3 704 7 0 4 705 7 0 5 7 0 6 7 0 6 70 7 70 8709 71 0 71 1 7 1 2 7 1 3 71 4 7 1 5 7 1 6 7 1 7 7 1 8 7 1 9 72 0 7 2 1 7 0 4 70 570670770 8 70 9 71 0 7 1 1 7 1 2 7 1 3 7 1 4 7 1 5 716 7 1 7 709 709 709 709 710 710 710 7 1 0 711 7 1 1 712 7 1 2 713 7 1 3 714 7 1 4 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 2 7 1 3 7 1 4 70 7 70 8 709 71 0 14.4 cfs RD-2 1.67 ac 14.4 cfs RD-4 1.67 ac 14.4 cfs RD-3 1.67 ac 7.5 cfs B4 0.87 ac 7.5 cfs B3 0.87 ac 6.9 cfs B2 0.80 ac 14.4 cfs RD-1 1.67 ac 8.0 cfs B5 0.93 ac 2.3 cfs A1 0.27 ac 7.0 cfs B1 0.81 ac 5.8 cfs A4 0.68 ac 3.9 cfs A5 0.45 ac 2.2 cfs OFF-1 0.25 ac 12.8 cfs OFF-2 1.48 ac 6.0 cfs A2 0.70 ac 4.7 cfs A3 0.55 ac 70970970970 9 710 710 710 7 1 0 714 7 1 3 7 1 4 7 1 5 7 1 6 7 1 7 710 711 712 713 713 7 1 3 714 714 714714 714 714 714 70 8709710711712 70 5 7 0 6 7 0 7 70 8 70 9 709 70 9 71 0 710 71 0 71 1 7 1 1 71 1 7 1 2 71 2 71 2 71 3 71 4 71 5 71 6 7 1 7 71 8 71 9 72 0 7 1 9 7 2 0 7 2 1 DRAINAGE AREA TABLE DRAINAGE AREA NO. A1 A2 A3 A4 A5 B1 B2 B3 B4 B5 OFF-1 OFF-2 RD-1 RD-2 RD-3 RD-4 AREA (ac) 0.27 0.70 0.55 0.68 0.45 0.81 0.80 0.87 0.87 0.93 0.25 1.48 1.67 1.67 1.67 1.67 RUNOFF COEFFICIENT "C" 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 RAINFALL INTENSITY "I"100 (in/hr) 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 TIME OF CONCENTRATION (minutes) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 TOTAL FLOW Q100 (cfs) 2.3 6.0 4.7 5.8 3.9 7.0 6.9 7.5 7.5 8.0 2.2 12.8 14.4 14.4 14.4 14.4 COLLECTION POINT CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET EX. SWALE AREA B5 ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN 00 50'100' GRAPHIC SCALE 50' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 2 3 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D r a i n a g e A r e a M a p . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-6.01 DR A I N A G E A R E A MA P BASIN NAME ACRES 100 YR FLOW (CFS) 425 425 SS DRAINAGE AREA FLOW ARROW PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPERTY LINE EXISTING STORM LINE AREA FLOW BASIN W N S W E VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 1. please provide 5, 10, 25, and 100 yr calcs 2. intensity from 2020 iSWM hydrology manual? please note source. to be consistent with accepted drainage study, use intensity data in from accepted study (2014 iSWM hydrology manual). 3. see comments related to surcharge for circled inlets This area appears to be flowing offsite, please verify and revise drainage areas according C-4.01 per cover index 82 Item 5. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM 402 403 4003 714.563 GCP 4005 721.044 GCP SANGER TEXAS INDUSTRIAL, LLC WATER UTILITY WW E SV SV SVSV FMK 41551FIBER MARKER 1-800-395-0440 720.72 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS FIBER VAULT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FOR LEASE SIGN DO NOT CROSS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT E E FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 11+0012+0013+0014+00 15+13 8+009+0010+0011+0012+00 1 3 + 0 0 1 4 + 0 0 15+00 0+ 0 0 0 + 1 5 STA: 0+40.10 SD LAT A-3 INSTALL: CURB INLET TC: 713.24 FL 18" OUT: 707.24 N: 7200280.82 E: 2373634.34 STA: 0+40.10 SD LAT A-4 INSTALL: CURB INLET TC: 713.42 FL 18" OUT: 707.42 N: 7200282.49 E: 2373381.54 STA: 15+13.01 SD LINE A INSTALL: CURB INLET TC: 713.10 FL 18" OUT: 709.10 N: 7200531.36 E: 2373202.37 STA: 14+23.07 SD LINE B INSTALL: 10' CURB INLET TC: 708.99 FL 30" OUT: 703.99 N: 7200750.04 E: 2373375.22 STA: 0+14.64 SD LAT B-4 INSTALL: 10' CURB INLET TC: 708.74 FL 24" OUT: 703.74 N: 7200748.28 E: 2373642.04 STA: 8+19.59 SD LINE A STA: 0+00.00 SD LAT A-3 INSTALL: 45° WYE FL 24": 704.09 FL 18": 704.34 N: 7200309.13 E: 2373662.53 STA: 10+72.40 SD LINE A STA: 0+00.00 SD LAT A-4 INSTALL: 45° WYE FL 24": 705.74 FL 18": 705.98 N: 7200310.80 E: 2373409.73 STA: 12+84.07 SD LINE A INSTALL: 45° BEND FL 18": 707.61 N: 7200312.20 E: 2373198.07 STA: 12+98.21 SD LINE A INSTALL: 45° BEND FL 18": 707.70 N: 7200322.27 E: 2373188.14 STA: 14+95.05 SD LINE A INSTALL: 45° BEND FL 18": 708.98 N: 7200519.10 E: 2373189.44 STA: 14+08.43 SD LINE B INSTALL: 45° BEND FL 30": 703.95 N: 7200739.47 E: 2373385.15 STA: 11+41.61 SD LINE B STA: 0+00.00 SD LAT B-4 INSTALL: 45° WYE FL 42": 702.25 FL 24": 703.00 N: 7200737.71 E: 2373651.97 30" RCP @ 0.26% STA: 11+46.61 SD LINE B PIPE SIZE CHANGE FL 30": 703.27 FL 42": 702.27 N: 7200737.74 E: 2373646.97 1 8 " R C P @ 0 . 6 5 % 18" RCP @ 0.65%24" RCP @ 0.65% 18" RCP @ 3.58% 18" RCP @ 7.23% STA: 10+77.40 SD LINE A PIPE SIZE CHANGE FL 18": 706.27 FL 24": 705.77 N: 7200310.80 E: 2373404.73 FLFLFL FLFLFLFL FL FL FL FL FL FL PUMP ROOM EL E C 4004 714.364 GCP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. WATER UTILITY W W SS SS SS 10+00 7+00 42" RCP @ 0.26% MA T C H L I N E A - A SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 4 6 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 N S W E 00 30'60' GRAPHIC SCALE 30' Know what'sbelow. before you dig.Call C-5.01 ST O R M P L A N STORM DRAINAGE NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2.CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A) RCP - ASTM C76 CLASS III - REQUIRED IN PUBLIC RIGHT OF WAY AND AT CONNECTION POINTS TO PUBLIC STORM SEWER. B) HDPE - AASHTO M252 TYPE S , M294 TYPE S R ASTM F 2306 SMOOTH WALL 4.ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION TO REMOVE ALL SILT AND DEBRIS. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. LEGEND PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE EXISTING SEWER LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE S PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. else revise SD to remove surcharge. 1. is the GV included in any lowering? 2. recommend adding a junction/manhole for access at least every 500' 3. show min 10' private DE on all proposed SD and show on plat. Minimum pipe size for 10 foot curb inlets is 21" per § 10.106(d)(5)(C) Please upsize laterals to 21" per § 10.106(d)(5)(C) 83 Item 5. F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL PUMP ROOM EL E C 400 401 4000 704.336 GCP 4001 705.490 GCP 4004 714.364 GCP M SV SV WATER UTILITY S W S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1 + 0 0 2 + 0 0 3 + 0 0 4+ 0 0 5+ 0 0 6+007+008+009+0010+00 1+00 2+003+004+005+006+007+00 STA: 0+49.10 SD LAT A-1 INSTALL: CURB INLET TC: 711.75 FL 18" OUT: 707.75 N: 7200270.66 E: 2374207.35 STA: 0+40.10 SD LAT A-2 INSTALL: CURB INLET TC: 712.75 FL 18" OUT: 706.75 N: 7200278.61 E: 2373967.49 STA: 0+14.64 SD LAT B-3 INSTALL: 10' CURB INLET TC: 708.90 FL 24" OUT: 703.90 N: 7200746.48 E: 2373913.49 STA: 0+14.64 SD LAT B-2 INSTALL: 10' CURB INLET TC: 708.76 FL 24" OUT: 703.76 N: 7200744.54 E: 2374206.72 STA: 2+40.16 SD LINE A STA: 0+00.00 SD LAT A-1 INSTALL: 45° WYE FL 24": 700.33 FL 18": 700.58 N: 7200305.30 E: 2374241.95 STA: 4+86.44 SD LINE A STA: 0+00.00 SD LAT A-2 INSTALL: 45° WYE FL 24": 701.93 FL 18": 702.18 N: 7200306.93 E: 2373995.68 STA: 1+81.08 SD LINE A INSTALL: 45° BEND FL 24": 699.95 N: 7200304.91 E: 2374301.03 STA: 1+59.87 SD LINE A INSTALL: 45° BEND FL 24": 699.81 N: 7200319.81 E: 2374316.13 STA: 0+21.21 SD LINE A INSTALL: 45° BEND FL 24": 698.91 N: 7200318.89 E: 2374454.78 STA: 3+35.18 SD LINE B INSTALL: 45° BEND FL 48": 699.65 N: 7200615.48 E: 2374409.05 STA: 5+00.95 SD LINE B INSTALL: 45° BEND FL 48": 700.08 N: 7200733.47 E: 2374292.62 STA: 8+70.16 SD LINE B STA: 0+00.00 SD LAT B-3 INSTALL: 45° WYE FL 48": 701.04 FL 24": 702.04 N: 7200735.91 E: 2373923.42 STA: 5+76.92 SD LINE B STA: 0+00.00 SD LAT B-2 INSTALL: 45° WYE FL 48": 700.28 FL 24": 701.28 N: 7200733.98 E: 2374216.65 STA: 8+75.16 SD LINE B PIPE SIZE CHANGE FL 42": 701.56 FL 48": 701.06 N: 7200735.95 E: 2373918.42 48" RCP @ 0.26%42" RCP @ 0.26% 24" RCP @ 12.70% 24" RCP @ 16.92% 48 " R C P @ 0 . 2 6 % 4 8 " R C P @ 0 . 2 6 % 18" RCP @ 23 . 6 5 % 18" RCP @ 1 1 . 4 0 % 24" RCP @ 0.65%24" RCP @ 0.65% 24" RCP @ 0.65% STA: 0+00.00 SD LINE A INSTALL: DUAL HEADWALL N: 7200303.79 E: 2374469.68 STA: 0+00.00 SD LINE B INSTALL: DUAL HEADWALL N: 7200307.30 E: 2374473.24 STA: 0+55.81 SD LINE B STA: 0+00.00 SD LAT B-1 INSTALL: 45° WYE FL 48": 698.92 FL 18": 700.17 N: 7200347.03 E: 2374434.04STA: 0+14.76 SD LAT B-1 INSTALL: CURB INLET TC: 705.47 FL 18" OUT: 701.46 N: 7200347.13 E: 2374419.28 STA: 0+93.65 SD LINE B INSTALL: 45° BEND FL 48": 699.01 N: 7200373.96 E: 2374407.46 48 " R C P @ 0 . 2 6 % S D L I N E B SD LINE A LOT 5 14.22 ACRES FLFLFL FLFLFLFL FL FL FL FL FL FL PUMP ROOM SANGER TEXAS INDUSTRIAL, LLC WATER UTILITY WW E W W W W W W SS SS SS SS E E 11+00 8+00 0+ 0 0 18" RCP @ 7.23% SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 5 1 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 MA T C H L I N E A - A N S W E 00 30'60' GRAPHIC SCALE 30' Know what'sbelow. before you dig.Call STORM DRAINAGE NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2.CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A) RCP - ASTM C76 CLASS III - REQUIRED IN PUBLIC RIGHT OF WAY AND AT CONNECTION POINTS TO PUBLIC STORM SEWER. B) HDPE - AASHTO M252 TYPE S , M294 TYPE S R ASTM F 2306 SMOOTH WALL 4.ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION TO REMOVE ALL SILT AND DEBRIS. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. LEGEND PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE EXISTING SEWER LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE S PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE C-5.02 ST O R M P L A N VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 1. recommend adding a junction/manhole for access at least every 500' 2. show min 10' private DE on all proposed SD and show on plat. for areas outside the platted boundary a private DE by separate instrument must be recorded. DE should include any energy dissipation (rip rap) and extend min 25' beyond the rip rap. water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. else revise SD to remove surchage. the surcharge here appears significant and could impact the southern parcel. please review carefully. 1. recommend adding a junction/manhole for access at least every 500' 2. show min 10' private DE on all proposed SD and show on plat. water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. else revise SD to remove surchage. the surcharge here appears significant and could impact the southern parcel. please review carefully. Upsize laterals to minimum 21inch for 10 ft curb inlets 84 Item 5. SD LINE A 690 695 700 705 710 715 720 725 730 690 695 700 705 710 715 720 725 730 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 S T A : 0 + 2 1 . 2 1 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 + 5 9 . 8 7 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 + 8 1 . 0 8 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 2 + 4 0 . 1 6 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 1 I N S T A L L : 4 5 ° W Y E S T A : 4 + 8 6 . 4 4 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 2 I N S T A L L : 4 5 ° W Y E S T A : 8 + 1 9 . 5 9 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 3 I N S T A L L : 4 5 ° W Y E F L 2 4 " I N : 7 0 4 . 0 9 F L 1 8 " I N : 7 0 4 . 3 4 F L 2 4 " O U T : 7 0 4 . 0 9 F L 2 4 " I N : 7 0 1 . 9 3 F L 1 8 " I N : 7 0 2 . 1 8 F L 2 4 " O U T : 7 0 1 . 9 3 F L 2 4 " I N : 7 0 0 . 3 3 F L 1 8 " I N : 7 0 0 . 5 8 F L 2 4 " O U T : 7 0 0 . 3 3 F L 2 4 " I N : 6 9 9 . 9 5 F L 2 4 " O U T : 6 9 9 . 9 5 F L 2 4 " I N : 6 9 9 . 8 1 F L 2 4 " O U T : 6 9 9 . 8 1 F L 2 4 " I N : 6 9 8 . 9 1 F L 2 4 " O U T : 6 9 8 . 9 1 24" RCP @ 0.65% 24" RCP @ 0.65% 24" RCP @ 0.65% F L 2 4 " I N : 6 9 8 . 7 7 S T A : 0 + 0 0 . 0 0 S D L I N E A I N S T A L L : D U A L H E A D W A L L 100YR HGL PROPOSED GRADE EXISTING GRADE SANITARY SEWER CROSSING STA:4+87.78 FL:698.34SANITARY SEWER CROSSING STA:0+79.72 FL:696.80 WATER CROSSING STA:0+88.82 FL:695.81 H G L : 7 0 2 . 7 7 H G L : 7 0 2 . 9 1 H G L : 7 0 3 . 1 1 H G L : 7 0 4 . 0 7 H G L : 7 0 4 . 2 6 H G L : 7 0 4 . 4 1 H G L : 7 0 4 . 6 1 H G L : 7 0 5 . 0 7 H G L : 7 0 5 . 5 5 H G L : 7 0 7 . 1 5 H G L : 7 0 7 . 5 4 H G L : 7 0 8 . 6 6 H G L : 7 0 8 . 8 6 SD LINE A 690 695 700 705 710 715 720 725 730 690 695 700 705 710 715 720 725 730 10+00 11+00 12+00 13+00 14+00 15+00 15+50 S T A : 1 0 + 7 2 . 4 0 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 4 I N S T A L L : 4 5 ° W Y E S T A : 1 2 + 8 4 . 0 7 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 2 + 9 8 . 2 1 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 4 + 9 5 . 0 5 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 5 + 1 3 . 0 1 S D L I N E A IN S T A L L : C U R B I N L E T T C : 7 1 3 . 1 0 F L 1 8 " O U T : 7 0 9 . 1 0 F L 1 8 " I N : 7 0 8 . 9 8 F L 1 8 " O U T : 7 0 8 . 9 8 F L 1 8 " I N : 7 0 7 . 6 1 F L 1 8 " O U T : 7 0 7 . 6 1 F L 1 8 " I N : 7 0 7 . 7 0 F L 1 8 " O U T : 7 0 7 . 7 0 F L 2 4 " I N : 7 0 5 . 7 4 F L 1 8 " I N : 7 0 5 . 9 8 F L 2 4 " O U T : 7 0 5 . 7 4 18" RCP @ 0.65% 18" RCP @ 0.65% PROPOSED GRADE EXISTING GRADE 100YR HGL H G L : 7 0 9 . 2 6 H G L : 7 0 9 . 3 6 H G L : 7 0 9 . 3 6 H G L : 7 0 9 . 4 6 H G L : 7 0 9 . 7 2 H G L : 7 0 9 . 8 2 H G L : 7 0 9 . 8 4 H G L : 7 0 8 . 4 9 H G L : 7 0 9 . 7 7 H G L : 7 0 9 . 7 7 H G L : 7 0 9 . 8 9 S T A : 1 0 + 7 7 . 4 0 S D L I N E A I N S T A L L : P I P E S I Z E C H A N G E F L 1 8 " I N : 7 0 6 . 2 7 F L 2 4 " O U T : 7 0 5 . 7 7 SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 5 9 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROFILE SCALE 1"=40' HORIZONTAL 1" = 4' VERTICAL C-5.03 ST O R M P R O F I L E S 12/7/2024 1. show headwall and energy dissipation (rip rap) 2. provide rip rap calcs to support apron length, width, and thickness 3. note the source of the stating water surface elevation 4. label separation distances between SD and SS/W - all crossings 85 Item 5. SD LINE B 690 695 700 705 710 715 720 725 690 695 700 705 710 715 720 725 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 S T A : 5 + 0 0 . 9 5 S D L I N E B I N S T A L L : 4 5 ° B E N D S T A : 3 + 3 5 . 1 8 S D L I N E B I N S T A L L : 4 5 ° B E N D S T A : 5 + 7 6 . 9 2 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 2 I N S T A L L : 4 5 ° W Y E 48" RCP @ 0.26% 48" RCP @ 0.26% F L 4 8 " I N : 7 0 0 . 2 8 F L 2 4 " I N : 7 0 1 . 2 8 F L 4 8 " O U T : 7 0 0 . 2 8 S T A : 0 + 0 0 . 0 0 S D L A T B - 3 S T A : 8 + 7 0 . 1 6 S D L I N E B I N S T A L L : 4 5 ° W Y E F L 4 8 " I N : 7 0 0 . 0 8 F L 4 8 " O U T : 7 0 0 . 0 8 F L 4 8 " I N : 6 9 9 . 6 5 F L 4 8 " O U T : 6 9 9 . 6 5 100YR HGL 100YR HGL EXISTING GRADE F L 4 8 " I N : 6 9 8 . 9 2 F L 1 8 " I N : 7 0 0 . 1 7 F L 4 8 " O U T : 6 9 8 . 9 2 F L 4 8 " I N : 6 9 9 . 0 1 F L 4 8 " O U T : 6 9 9 . 0 1 F L 4 8 " I N : 6 9 8 . 7 7 F L 4 8 " I N : 7 0 1 . 0 4 F L 2 4 " I N : 7 0 2 . 0 4 F L 4 8 " O U T : 7 0 1 . 0 4 F L 4 2 " I N : 7 0 1 . 5 6 F L 4 8 " O U T : 7 0 1 . 0 6 S T A : 0 + 0 0 . 0 0 S D L I N E B D U A L H E A D W A L L S T A : 0 + 9 3 . 6 5 S D L I N E B I N S T A L L : 4 5 ° B E N D S T A : 0 + 5 5 . 8 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 1 IN S T A L L : 4 5 ° W Y E H G L : 7 0 2 . 7 7 H G L : 7 0 2 . 9 2 H G L : 7 0 3 . 4 2 H G L : 7 0 3 . 5 2 H G L : 7 0 3 . 7 2 H G L : 7 0 4 . 4 3 H G L : 7 0 4 . 6 4 H G L : 7 0 5 . 1 4 H G L : 7 0 5 . 3 6 H G L : 7 0 5 . 6 0 H G L : 7 0 6 . 0 8 H G L : 7 0 6 . 6 3 H G L : 7 0 6 . 9 1 H G L : 7 0 6 . 9 2 H G L : 7 0 7 . 0 5 S T A : 8 + 7 5 . 1 6 S D L I N E B I N S T A L L : P I P E S I Z E C H A N G E SD LINE B 695 700 705 710 715 720 725 695 700 705 710 715 720 725 10+00 11+00 12+00 13+00 14+00 14+50 S T A : 1 4 + 2 3 . 0 7 S D L I N E B I N S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 9 9 S T A : 1 4 + 0 8 . 4 3 S D L I N E B IN S T A L L : 4 5 ° B E N D S T A : 1 1 + 4 1 . 6 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 4 I N S T A L L : 4 5 ° W Y E 30" RCP @ 0.26% F L 3 0 " O U T : 7 0 3 . 9 9 F L 4 2 " I N : 7 0 2 . 2 5 F L 2 4 " I N : 7 0 3 . 0 0 F L 4 2 " O U T : 7 0 2 . 2 5 F L 3 0 " I N : 7 0 3 . 9 5 F L 3 0 " O U T : 7 0 3 . 9 5 100YR HGL EXISTING GRADE F L 4 2 " I N : 7 0 2 . 2 5 F L 2 4 " I N : 7 0 3 . 0 0 F L 4 2 " O U T : 7 0 2 . 2 5 F L 3 0 " I N : 7 0 3 . 2 7 F L 4 2 " O U T : 7 0 2 . 2 7 H G L : 7 0 7 . 5 4 H G L : 7 0 7 . 7 7 H G L : 7 0 7 . 7 7 H G L : 7 0 7 . 8 7 H G L : 7 0 8 . 6 5 H G L : 7 0 8 . 7 6 H G L : 7 0 8 . 8 1 S T A : 1 1 + 4 6 . 6 1 S D L I N E B IN S T A L L : P I P E S I Z E C H A N G E SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 0 7 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROFILE SCALE 1"=40' HORIZONTAL 1" = 4' VERTICAL C-5.04 ST O R M P R O F I L E S 12/7/2024 1. show headwall and energy dissipation (rip rap) 2. provide rip rap calcs to support apron length, width, and thickness 3. note the source of the stating water surface elevation 4. label separation distances between SD and SS/W - all crossings water out of the inlet? Confirm this surcharge does not overflow to adjacent lot The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii). Please review and revise. 86 Item 5. SD LAT A-1 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+50 0+00 1+00 S T A : 0 + 4 9 . 1 0 S D L A T A - 1 I N S T A L L : C U R B I N L E T T C : 7 1 1 . 7 5 18" RCP @ 23.65% S T A : 2 + 4 0 . 1 6 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 1 I N S T A L L : 4 5 ° W Y E F L 2 4 " I N : 7 0 0 . 3 3 F L 1 8 " I N : 7 0 0 . 5 8 F L 2 4 " O U T : 7 0 0 . 3 3 F L 1 8 " O U T : 7 0 7 . 7 5 18" RCP @ 5.00% S T A : 0 + 2 5 . 2 7 S D L A T A - 1 I N S T A L L : P I P E S L O P E C H A N G E F L 1 8 " I N : 7 0 6 . 5 6 F L 1 8 " O U T : 7 0 6 . 5 6 H G L : 7 0 5 . 5 5 H G L : 7 0 6 . 7 7 H G L : 7 0 6 . 9 0 H G L : 7 0 8 . 0 9 100YR HGL PROPOSED GRADE EXISTING GRADE 690 695 700 705 710 715 720 690 695 700 705 710 715 720 -0+25 0+00 0+75 F L 2 4 " I N : 7 0 1 . 9 3 F L 1 8 " I N : 7 0 2 . 1 8 F L 2 4 " O U T : 7 0 1 . 9 3 F L 1 8 " O U T : 7 0 6 . 7 5 S T A : 0 + 4 0 . 1 0 S D L A T A - 2 I N S T A L L : C U R B I N L E T T C : 7 1 2 . 7 5 S T A : 4 + 8 6 . 4 4 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 2 I N S T A L L : 4 5 ° W Y E 18 " R C P @ 1 1 . 4 0 % H G L : 7 0 7 . 5 4 H G L : 7 1 2 . 1 1 100YR HGL PROPOSED GRADE EXISTING GRADE SANITARY SEWER CROSSING STA:0+01.90 FL:698.31 SD LAT A-3 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+25 0+00 0+75 S T A : 8 + 1 9 . 5 9 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 3 I N S T A L L : 4 5 ° W Y E S T A : 0 + 4 0 . 1 0 S D L A T A - 3 I N S T A L L : C U R B I N L E T T C : 7 1 3 . 2 4 F L 1 8 " O U T : 7 0 7 . 2 4 18" R C P @ 7 . 2 3 % F L 2 4 " I N : 7 0 4 . 0 9 F L 1 8 " I N : 7 0 4 . 3 4 F L 2 4 " O U T : 7 0 4 . 0 9 H G L : 7 0 8 . 8 6 H G L : 7 0 8 . 9 4 100YR HGL PROPOSED GRADE EXISTING GRADE SD LAT A-4 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+25 0+00 0+75 F L 1 8 " O U T : 7 0 7 . 4 2 F L 2 4 " I N : 7 0 5 . 7 4 F L 1 8 " I N : 7 0 5 . 9 8 F L 2 4 " O U T : 7 0 5 . 7 4 S T A : 0 + 4 0 . 1 0 S D L A T A - 4 I N S T A L L : C U R B I N L E T T C : 7 1 3 . 4 2 S T A : 1 0 + 7 2 . 4 0 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 4 IN S T A L L : 4 5 ° W Y E 18" RC P @ 3 . 5 8 % H G L : 7 0 9 . 3 6 H G L : 7 0 9 . 4 8 100YR HGL PROPOSED GRADEEXISTING GRADE SD LAT B-1 690 695 700 705 710 715 720 690 695 700 705 710 715 720 -0+25 0+00 0+50 18" RCP @ 8.77% H G L : 7 0 3 . 4 2 H G L : 7 0 3 . 4 8 100YR HGL PROPOSED GRADE EXISTING GRADE F L 1 8 " O U T : 7 0 1 . 4 6 F L 4 8 " I N : 6 9 8 . 9 2 F L 1 8 " I N : 7 0 0 . 1 7 F L 4 8 " O U T : 6 9 8 . 9 2 S T A : 0 + 5 5 . 8 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 1 IN S T A L L : 4 5 ° W Y E S T A : 0 + 1 4 . 7 6 S D L A T B - 1 I N S T A L L : C U R B I N L E T T C : 7 0 5 . 4 7 SD LAT B-2 695 700 705 710 715 720 695 700 705 710 715 720 -0+25 0+00 0+50 F L 4 8 " I N : 7 0 0 . 2 8 F L 2 4 " I N : 7 0 1 . 2 8 F L 4 8 " O U T : 7 0 0 . 2 8 F L 2 4 " O U T : 7 0 3 . 7 6 S T A : 5 + 7 6 . 9 2 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 2 I N S T A L L : 4 5 ° W Y E S T A : 0 + 1 4 . 6 4 S D L A T B - 2 IN S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 7 6 24" RCP @ 16.92% H G L : 7 0 6 . 0 8 H G L : 7 0 6 . 2 1 100YR HGL PROPOSED GRADE EXISTING GRADE SD LAT B-3 695 700 705 710 715 720 695 700 705 710 715 720 -0+25 0+00 0+50 S T A : 0 + 1 4 . 6 4 S D L A T B - 3 I N S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 9 0 24" RCP @ 12.70% S T A : 8 + 7 0 . 1 6 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 3 I N S T A L L : 4 5 ° W Y E F L 4 8 " I N : 7 0 1 . 0 4 F L 2 4 " I N : 7 0 2 . 0 4 F L 4 8 " O U T : 7 0 1 . 0 4 F L 2 4 " O U T : 7 0 3 . 9 0 H G L : 7 0 6 . 9 1 H G L : 7 0 7 . 0 5 100YR HGL PROPOSED GRADE EXISTING GRADE SD LAT B-4 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+25 0+00 0+50 24" RCP @ 5.06% F L 2 4 " O U T : 7 0 3 . 7 4 F L 4 2 " I N : 7 0 2 . 2 5 F L 2 4 " I N : 7 0 3 . 0 0 F L 4 2 " O U T : 7 0 2 . 2 5 S T A : 0 + 1 4 . 6 4 S D L A T B - 4 I N S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 7 4 S T A : 1 1 + 4 1 . 6 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 4 IN S T A L L : 4 5 ° W Y E H G L : 7 0 7 . 7 7 H G L : 7 0 7 . 9 0 100YR HGL PROPOSED GRADE EXISTING GRADE SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 1 9 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROFILE SCALE 1"=40' HORIZONTAL 1" = 4' VERTICAL C-5.05 ST O R M P R O F I L E S 12/7/2024 provide profile label, check surcharge label separation distance hgl not consistent with calcs. please review/revise. Recommend deepening inlet slightly to reduce slopes and velocity to under 12fps The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii). Please review and revise. 87 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 2 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-5.06 DR A I N A G E CA L C U L A T I O N S 12/7/2024 see comments on P&P sheet all circled instances The minimum velocities in conduit shall be 2.5 feet per second per § 10.106(d)(6)(B)(i) Maximum velocity in the pipe shall not exceed 12 feet per second per § 10.106(d)(6)(B)(ii) 88 Item 5. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 402 403 MA G N A I L F N D W S H I N E R X-CUT FND E SV SV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV 18" RCP EL=719.72' 18" RCP EL=719.66' FMK 41551 FIBER MARKER 1-800-395-0440720.72 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS FIBER VAULT W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E E FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 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 STA: 5+53.26 WATER LINE A INSTALL: 45° BEND N: 7200730.44 E: 2373239.11 STA: 7+83.72 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 25 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200728.92 E: 2373469.56 INSTALL: 1-12"x6" TAPPING SLEEVE AND VALVE 35 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY CUT & REPLACE PAVING AS NECESSARY N: 7200265.72 E: 2373498.50 STA: 4+70.86 WATER LINE A INSTALL: 45° BEND N: 7200672.69 E: 2373180.32 WATER LINE A 8" PVC STA: 0+00.00 WATER LINE A CONNECT TO EXISTING 8" STUB INSTALL: 1-45° BEND (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION) N: 7200277.48 E: 2373260.56 STA: 2+14.63 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 15 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200416.47 E: 2373178.05 STA: 5+05.50 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 15 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200696.97 E: 2373205.03 8 " P V C W A T E R L I N E A STA: 0+30.23 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 18 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200283.43 E: 2373232.76 STA: 0+08.15 WATER LINE A INSTALL: 45° BEND N: 7200283.28 E: 2373254.84 STA: 0+79.02 WATER LINE A INSTALL: 45° BEND N: 7200283.75 E: 2373183.97 STA: 0+89.03 WATER LINE A INSTALL: 45° BEND N: 7200290.88 E: 2373176.94 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT LOT 5 14.22 ACRES FLFLFL FLFLFL FL FL FL FL PUMP ROOM EL E C WATER UTILITY W W W W W W SS SS SS INSTALL: 12"x6" TAPPING SLEEVE AND VALVE 90 LF 6" FIRE LINE REFER TO MEP PLANS FOR CONTINUATION CUT & REPLACE PAVING AS NECESSARY N: 7200263.18 E: 2373720.05 INSTALL: 60 LF 6" FIRE LINE 1-FDC N: 7200357.22 E: 2373731.58 20' WATER ESMT C-6.01 UT I L I T Y P L A N 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 3 6 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ U t i l i t y P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 LEGEND PROPERTY LINE SETBACK LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM SEWER LINE PROPOSED FIRE LANE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED WATER METER PROPOSED WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN 1.SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING. 2.WATER AND SEWER LINES SHALL STUB 5 FEET FROM BUILDING FOR SERVICE CONNECTIONS UNLESS OTHERWISE NOTED. 3.REFER TO DETAILS FOR WATER METER, METER BOX, VALVES, VALVE BOXES AND SERVICE INSTALLATION. 4.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 5.WATER AND SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, ASBESTOS-CEMENT PRESSURE PIPE, PRETREATED CONCRETE PIPE, OR PVC PIPE. UTILITY NOTES N S W E Know what'sbelow. before you dig.Call THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. CAUTION!! MA T C H L I N E A - A VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 see previous comments on GV and lowering 89 Item 5. LOT 5 14.22 ACRES F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL PUMP ROOM EL E C 400 401 M SV SV WATER UTILITY WW S W S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 42" RCP SS SS SS SS SS 0 + 0 01+001+66- 0 + 4 2 0 + 0 0 0 + 6 2 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 1 + 0 9 STA: 10+74.83 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 55 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200726.99 E: 2373760.67 STA: 13+69.28 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 55 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200725.04 E: 2374055.10 STA: 16+02.59 WATER LINE A INSTALL: 45° BEND N: 7200723.50 E: 2374288.41 STA: 16+59.60 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 20 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200682.92 E: 2374328.46 STA: 17+46.09 WATER LINE A INSTALL: 45° BEND N: 7200621.36 E: 2374389.21 STA: 19+82.69 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 15 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200384.77 E: 2374387.64 STA: 21+08.55 WATER LINE A INSTALL: 12"x8" TAPPING SLEEVE AND VALVE (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATOIN) CUT & REPLACE PAVING AS NECESSARY N: 7200258.91 E: 2374386.81 INSTALL: 1-12"x6" TAPPING SLEEVE AND VALVE 35 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY CUT & REPLACE PAVING AS NECESSARY N: 7200259.76 E: 2374242.88 INSTALL: 1-12"x6" TAPPING SLEEVE AND VALVE 35 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY CUT & REPLACE PAVING AS NECESSARY N: 7200261.09 E: 2373954.42 STA: -0+02.05 SSWR LINE A REMOVE EX. 6" PLUG CONNECT TO EX. 6" SSWR LINE (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION) FL 6" IN: 698.20 FL 6" OUT: 698.20 N: 7200291.73 E: 2373994.26 STA: 0+61.66 SSWR LINE A (REFER TO MEP PLANS FOR CONTINUATION) FL 6" OUT: 698.79 N: 7200355.43 E: 2373994.68 6 " P V C @ 0 . 9 2 % CONNECT TO EX. 8" STUB INSTALL: 1-8"x6" REDUCER 22' LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200276.00 E: 2373735.93 INSTALL: 1-IRR. TAP 35 LF 1" IRR. LINE 1-1" IRR. METER N: 7200263.10 E: 2373727.18 INSTALL: 1-2" DOM. TAP 90 LF 2" DOM. LINE 1-2" DOM. METER N: 7200263.13 E: 2373724.18 INSTALL: 12"x6" TAPPING SLEEVE AND VALVE 90 LF 6" FIRE LINE REFER TO MEP PLANS FOR CONTINUATION CUT & REPLACE PAVING AS NECESSARY N: 7200263.18 E: 2373720.05 INSTALL: 60 LF 6" FIRE LINE 1-FDC N: 7200357.22 E: 2373731.58 STA: 0+76.85 SSWR LINE B REMOVE EX. 6" PLUG CONNECT TO EX. 6" SSWR LINE (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION) FL 6" IN: 696.87 FL 6" OUT: 696.87 N: 7200324.84 E: 2374396.26 STA: 1+65.53 SSWR LINE B (REFER TO MEP PLANS FOR CONTINUATION) FL 6" OUT: 705.10 N: 7200387.55 E: 2374333.56 W A T E R L I N E A 8 " P V C 8" PVC WATER LINE A 6" P V C @ 9 . 2 9 % 20' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT10' WATER ESMT 14.22 ACRES FLFL FLFL FL FL FL FL E FIBER VAULT W W W SS SS SS 8" PVC ELEC. VAULT E E 10+00 C-6.02 UT I L I T Y P L A N LEGEND PROPERTY LINE SETBACK LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM SEWER LINE PROPOSED FIRE LANE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED WATER METER PROPOSED WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN 1.SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING. 2.WATER AND SEWER LINES SHALL STUB 5 FEET FROM BUILDING FOR SERVICE CONNECTIONS UNLESS OTHERWISE NOTED. 3.REFER TO DETAILS FOR WATER METER, METER BOX, VALVES, VALVE BOXES AND SERVICE INSTALLATION. 4.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 5.WATER AND SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, ASBESTOS-CEMENT PRESSURE PIPE, PRETREATED CONCRETE PIPE, OR PVC PIPE. UTILITY NOTES N S W E 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 4 2 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ U t i l i t y P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 Know what'sbelow. before you dig.Call THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. CAUTION!! MA T C H L I N E A - A VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 The manholes shall be placed at points of change in alignment, grade, size of sewer, the intersection of sewers; at the right-of-way lines of major and secondary thoroughfares, whether existing or proposed, and the end of all sanitary sewer mains subject to extension per § 10.106(f)(1)(A)(iii) 90 Item 5. F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL PUMP ROOM EL E C 400 401402 403 4000 704.336 GCP 4001 705.490 GCP 4003 714.563 GCP 4004 714.364 GCP 4005 721.044 GCP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. M SV FIRE DEPT CONN SV E SVSV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV FMK OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. SSSS FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN FO FO FO FO FO FO FO FO FO FO FO FO FO CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 70 1 702 70 370 4 7 0 5 70 6 70 7 70 8 70 8 7 0 8 7 0 9 70 9 7 0 9 710 7 1 1 71 2 712 71271 3 71 4 7 1 5 7 1 6 7 1 7 705 710 70 4 70570670 7 70 8 7 0 9 71 0 71 171 2 71 371 4 7 1 5 71 671 7 71 8 71 9 7 1 0 7 1 1 7 1 2 71 3 7 1 3 7 1 3 7 1 4 714 7 1 4 7 1 5 7 1 6 7 1 7 713 7 1 3 7 1 4 7 1 4 714 7 1 4 71 4 714 714 712 713 70 8 70 9 710 711712713 714 70 6 70 7 708 709 71 0 711 709 710 709 710 709 710 709 710 FF: 715.00 711 712 713 714 711 712 713 714 702 702 70 3 703 704 705 70 6 70 7 7 0 8 7 0 9 709 7 0 9 7 1 0 710 7 1 0 7 1 1 71 1 7 1 1 7 1 2 7 1 3 7 1 4 715 7 1 6 7 1 7 7 1 8 7 1 9 7 2 0 7 2 1 72 2 7 1 5 715 718 712 714 711 708 706 705 7 0 4 7 0 7 7 0 8 7 0 4 7 0 4 7 1 9 7 1 6 710 712 714 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 70 5 S F 7 1 9 715 7 1 6 70 4 7057 0 6 70 7 70 8 709 71 0 71 1 7 1 2 7 1 3 71 4 7 1 5 71 6 7 1 7 7 1 8 7 1 9 7 2 0 702 7 0 3 7 0 4 7 0 5 7 0 6 SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 4 8 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ E r o s i o n C o n t r o l P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-07.01 ER O S I O N C O N T R O L PL A N 00 50'100' GRAPHIC SCALE 50' N S W E Know what'sbelow. before you dig.Call 475 475 LEGEND SF THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON GRADING AND EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - PAVING 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. REMOVE AS NEEDED TO PAVE. 2. STABILIZE SUBGRADE. 3. PAVE STREETS AND SIDEWALKS AS SPECIFIED ON PLAN SHEETS. 4. RE-INSTALL ANY STORM WATER POLLUTION PREVENTION MEASURES REMOVED FOR PAVING OPERATIONS. PHASE D - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED AND EXISTING CONTOURS, FLOW ARROWS AND/OR SLOPES. 4.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 5.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 6.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. SITE MAP GENERAL NOTESBMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. CONSTRUCTION ENTRANCE LOCATIONS SHOWN ARE RECOMMENDED LOCATIONS AND MAY BE RELOCATED AT THE CONTRACTOR'S DISCRETION. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED.VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 please add SF at the toe of all graded slopes to reduce sediment please show or ensure SF is added behind the curb once curb is installed to minimize sediment on the street Consider installing a rock filter dam at the outflow for erosion control 91 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 5 2 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 CROSS SECTION PLAN VIEW CURB INLET PROTECTION DETAIL CROSS SECTION A-A A A SILT FENCE DETAIL ISOMETRIC PLAN VIEW PLAN VIEW PROFILE CONSTRUCTION ENTRANCE DETAIL C-8.01 ER O S I O N C O N T R O L DE T A I L S 12/7/2024 92 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 0 6 : 0 9 P M C: \ U s e r s \ a u s t i \ O n e D r i v e \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 HANDICAPPED PARKING DETAIL PLAN CROSS SECTION A-A A CONCRETE SIDEWALK DETAIL A CONSTRUCTION JOINT DETAIL LONGITUDINAL BUTT JOINT DETAIL CONTRACTION JOINT DETAIL CURB & PAVING DETAIL PRECAST CONCRETE WHEEL STOP DETAIL C-8.02 PA V I N G D E T A I L S 12/7/2024 Duplicate details. Please delete one Please provide pavement repair details 93 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 0 1 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PLAN VIEW CROSS SECTION A-A 6' SQUARE MANHOLE DETAIL A A C-8.03 DR A I N A G E D E T A I L S 12/7/2024are any manholes proposed? recommend removing detail if not required. recommend providing manholes at least every 500'. 94 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 0 9 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-8.04 DR A I N A G E D E T A I L S 12/7/2024 please provide bedding detail for SD 95 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 1 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 FIRE HYDRANT INSTALLATION DETAIL FIRE HYDRANT INSTALLATION DETAIL FIRE HYDRANT INSTALLATION DETAIL FIRE HYDRANT GUARD POST DETAIL STANDARD INSTALLATION ALTERNATE INSTALLATION A THRUST BLOCKING DETAIL HORIZONTAL BLOCKING DETAIL CROSSES TEES BENDS SECTION "A-A" A C-8.05 UT I L I T Y D E T A I L S 12/7/2024 Please provide water line embedment detail 96 Item 5. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 2 2 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 STANDARD THRUST HARNESS DETAIL HORIZONTAL AND/OR VERTICAL OFFSETS C-8.06 UT I L I T Y D E T A I L S 12/7/2024 97 Item 5. 8 17 17 18 617212017177 34 LOT 5 14.22 ACRES PUMP ROOM EL E C 28 CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. FIBER VAULT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 8" PVC 42" RCP 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E FIRE PUMP TEST HEADER FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 400 401402 403 MA G N A I L F N D W S H I N E R X-CUT FND M 48" RCP EL=698.77' 40107 FINISH FLOOR 715.55 SV 40148FINISH FLOOR 715.42 HCSHCS40204 FINISH FLOOR 715.43 40216 FINISH FLOOR715.42 40250 FINISH FLOOR 715.38 40263 FINISH FLOOR 715.40 HCSHCS40322 FINISH FLOOR 715.42 40323 FINISH FLOOR 715.41FIRE DEPT CONN40337 FINISH FLOOR715.41 SV WATER UTILITYE 40524 FINISH FLOOR 715.45 40554 FINISH FLOOR 715.42 40567 FINISH FLOOR715.44 HCSHCS40624 FINISH FLOOR 715.42 40664 FINISH FLOOR715.45 SVSV SVSV 18" RCPEL=719.72' 18" RCPEL=719.66' FMK 41551FIBER MARKER 1-800-395-0440 720.72 WW W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-1 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 50'100'0' 98 Item 5. 8 17 17 17177 34 LOT 5 14.22 ACRES OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' FIBER VAULT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E E FIRE PUMP TEST HEADER FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 402 403 MA G N A I L F N D W S H I N E R X-CUT FND 40337 FINISH FLOOR 715.41 E 40524 FINISH FLOOR 715.45 40554 FINISH FLOOR 715.42 40567 FINISH FLOOR 715.44 HCSHCS40624 FINISH FLOOR 715.42 40664 FINISH FLOOR 715.45 SVSV SVSV 18" RCPEL=719.72' 18" RCPEL=719.66' FMK 41551 FIBER MARKER 1-800-395-0440 720.72 WW WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W 5 gal. MYR DON (21) 5 gal. ABE GRA (90) 5 gal. MYR DON (37) 3" Cal. QUE MON (3) 3" Cal. ULM CRA (4) 3" Cal. QUE MON (3) 3" Cal. (2) MAG GRA 3" Cal. (2) MAG GRA 3" Cal. QUE MUE (2) 3" Cal. QUE MUE (2) 3" Cal. ULM CRA (5) 3" Cal. QUE MON (4) BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-2 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 30'60'0' 99 Item 5. 18 6172120 14.22 ACRES PUMP ROOM EL E C 28 CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.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 W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 42" RCP SS SS SS SS SS FIRE PUMP TEST HEADER 400 401 M 40107 FINISH FLOOR 715.55 SV 40148 FINISH FLOOR 715.42 HCSHCS40204 FINISH FLOOR 715.43 40216 FINISH FLOOR 715.42 40250 FINISH FLOOR 715.38 40263 FINISH FLOOR 715.40 HCSHCS40322 FINISH FLOOR 715.42 40323 FINISH FLOOR 715.41FIRE DEPT CONN SV WATER UTILITY W W W W W W W W W W W S S W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW 3" Cal. QUE MUE (2) 3" Cal. QUE MUE (1) 3" Cal. (1) QUE MUE 3" Cal. MAG GRA (2) 3" Cal. (2) QUE MUE 3" Cal. (7) ULM CRA 3" Cal. (4) QUE MON 3" Cal. (4) ULM CRA BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-3 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 30'60'0' Please show that minimum landscaping requirements for non-residential uses per ordinance § 14A-48.5.2 I-1 and I-2 Industrial Districts have been met. Include narrative per ordinance on the plans to verify requirements have been met. 100 Item 5. BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-4 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS TREES MAG GRA 6 Magnolia grandiflora Southern Magnolia 3" Cal.12` Height Min As Shown QUE MUE 10 Quercus muehlenbergii Chinkapin Oak 3" Cal.14` Min. Ht.As Shown QUE MON 14 Quercus polymorpha 'Monterey'Monterey Mexican White Oak 3" Cal.12` Height Min As Shown ULM CRA 20 Ulmus crassifolia Cedar Elm 3" Cal.12` Height Min As Shown SHRUBS ABE GRA 90 Abelia x grandiflora Glossy Abelia 5 gal.24" min.36" O.C. MYR DON 58 Myrica cerifera 'Don's Dwarf'Don's Dwarf Wax Myrtle 5 gal.24" min.36" O.C. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING SPACING REMARKS GROUND COVERS CYN DAC 73,227 sf Cynodon dactylon Bermudagrass Solid Sod PLANT SCHEDULE 101 Item 5. BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-5 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN – – – ’ ’ ’ ’ ’ ’ ” ” ¾” – – – – – ” ’ – – ’ ’ ” ” ” ’ ” ” ” ” ” ” ” ” ” ” 102 Item 5. BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-6 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 103 Item 5. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Clear Creek Intermediate School, being 13.356 acres, located in the City of Sanger, and generally located on the west side of South Stemmons Frwy approximately 667 feet south of the intersection of the Business I-35 ramp and South Stemmons Frwy. SUMMARY:  The applicant is proposing to create 1 lot from one unplatted tract in order to develop on this site.  This site is located on the west side of South Stemmons Frwy.  This is the site of the current Clear Creek Intermediate School.  The school district is planning an addition to this building housing additional classrooms, saferoom, fire lanes, and additional parking. 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 before City Council Approval. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 104 Item 6. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 450 900 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/8/2025 4:03:13 PM Location Map 24SANZON-0049 Clear Creek Intermediate 105 Item 6. VICINITY MAP (Not to Scale) SITE HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE M. R. BURLESON SURVEY, ABSTRACT NUMBER 71, AND IN THE W. JOHNSTON SURVEY, ABSTRACT NUMBER 682, LOCATED IN DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 13.356 acre tract of land in the M.R. Burleson Survey, Abstract No. 71, and in the W. Johnston Survey, Abstract Number 682, located in Denton County, Texas, and being a remainder of a called 15.00 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 96-R0089957 of the Official Public Records of said county, and said 13.356 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the northwest corner of Parcel 53, a right-of-way dedication to the State of Texas in the deed recorded in document 2021-9543 of said Official Public Records, in the south line of Lot 1, Block A of Sanger Travel Plaza, an addition to the City of Sanger recorded in Document Number 2017-8 of the Plat Records of said county and in the west right-of-way line of Interstate 35 (Stemmons Freeway), for the northeast corner herein described, from which, a 1/2 inch iron rebar with an illegible cap found for the southeast corner of said Lot 1, Block A bears South 88°24'36” East, a distance of 50.20 feet; THENCE with the west line of said Parcel 53, the following courses and distances; South 03°11'34” East, a distance of 379.95 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 6,505.00 feet and a chord which bears South 04°34'58” East, a distance of 315.59 feet; Along said curve to the left, with a central angle of 02°46'48” and an arc distance of 315.62 feet to a 5/8 inch iron rebar with cap stamped “TXDOT” found for the southwest corner of said Parcel 53, and in the north line of a called 73.025 acre tract described in a Special Warranty Deed to Agle Farms Inc, recorded in Document Number 2000-82434 of said Official Public Records, for the southeast corner herein described; THENCE North 88°24'59” West, with the south line of said 15.00 acre tract and the north line of said 73.025 acre tract, a distance of 790.62 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of a called 0.832 acre tract of land described in a Special Warranty Deed to the City of Sanger recorded in Document Number 2010-47109 of said Official Public Records, for the southwest corner herein described; THENCE with the east line of said 0.832 acre tract the following courses and distances; North 02°41'15” West, a distance of 7.31 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 550.00 feet and a chord which bears North 12°21'23” West, a distance of 186.62 feet; Along said curve to the left, with a central angle of 19°32'06”, and an arc length of 187.52 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 330.82 feet and a chord which bears North 10°08'26” West, a distance of 137.42 feet; Along said curve to the right, with a central angle of 23°58'26” and an arc length of 138.42 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; North 01°50'47” East, a distance of 47.10 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northeast corner of said 0.832 acre tract; THENCE North 88°07'53” West, with the north line of said 0.832 acre tract, a distance of 63.91 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 0.832 acre tract and in the west line of said 15.00 acre tract; THENCE North 02°14'42” East, with the west line of said 15.00 acre tract, a distance of 322.14 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 15.00 acre tract, the southwest corner of a called 5.725 acre tract described in a Special Warranty Deed to Sanger Investment LLC, recorded in Document Number 2017-12388, of said Official Public Records, for the northwest corner herein described; THENCE South 88°24'36” East, with the north line of said 15.00 acre tract and the south line of said 5.725 acre tract and said Lot 1, Block A, a distance of 858.48 feet to the POINT OF BEGINNING and containing 13.356 acres (581,802 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Clear Creek Intermediate, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this _____________ day of __________, 20_____. _______________________________, owner _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY:___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES______________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/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. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 13.356 acres. 11.Subject Parcel is subject to a Possession and Use Agreement filed January 19, 2021, recorded in Instrument Number 21-9542. 12.Subject Parcel is subject to a Possession and Use Agreement filed January 20, 2021, recorded in Instrument Number 21-10259. 13.Subject property has a total of 120 existing parking spaces (116 regular and 4 handicap). There are 24 proposed regular parking spaces and 2 proposed handicapped parking spaces. City of Sanger Ordinances requires 113 parking spaces. 14.The City of Sanger is not responsible for the design, construction, operation, maintenance, or use of the stormwater detention area, private drainage ditches, or associated private drainage easements, herein referred to as "features" to be developed and constructed by the Owners or their successors. Owners and successors agree to indemnify and hold harmless the City of Sanger, its officers, employees, and agents from any direct or indirect loss, damage, liability, or expense and attorney's fees for any negligence or omissions whatsoever, arising out of the design, construction, operation, maintenance, condition or use of the "features" including any non-performance of the foregoing. All of the above shall be covenants running with the land. APPROVED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by ________________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES_____________________________ Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40'Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com RECORDING INFORMATION 106 Item 6. 3 6 . 1 2 ' LOT 1, BLOCK A 13.356 ACRES (581, 802 SQUARE FEET) PID: 189377 CALLED 15.00 ACRES SANGER INDEPENDENT SCHOOL DISTRICT DOC. # 96-R0089957 O.P.R.D.C.T. LESS RIGHT-OF-WAY DEDICATION DOC. # 2010-47109 & DOC. # 2021-9543 O.P.R.D.C.T. M.R. B U R L E S O N S U R V E Y ABS T R A C T N O . 7 1 5/8" CIRF "TXDOT" LOT 1, BLOCK A SANGER TRAVEL PLAZA DOC. # 2017-8 P.R.D.C.T. A CALLED 5.725 ACRE TRACT SANGER INVESTMENT LLC DOC. # 2017-12388 O.R.D.C.T. PARCEL 53 TXDOT R.O.W. DOC. 2021-9543 DOC. NO. 2021-10259 O.P.R.D.C.T. K E A T O N R O A D ( B Y U S E A N D O C C U P A T I O N ) CALLED 73.025 ACRES AGLE FARMS INC DOC. # 2000-82434 O.R.D.C.T. P.O.B. 5/8" CIRF "TXDOT" N: 7175970.24 E: 2370774.76 1/2" CIRF (ILLEGIBLE) M. R . B U R L E S O N S U R V E Y AB S T R A C T N O . 7 1 I N T E R S T A T E 3 5 - S T E M M O N S F R E E W A Y ( V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) CE N T E R L I N E O F F R O N T A G E R O A D N 88°24'59" W 790.62' ∆=19°32'06", R=550.00', L=187.52' CH=N12°21'23"W 186.62' ∆=23°58'26", R=330.82', L=138.42' CH=N10°08'26"W 137.42' N 88°07'53" W 63.91' N 0 2 ° 1 4 ' 4 2 " E 3 2 2 . 1 4 ' S 88°24'36" E 858.48' S 0 3 ° 1 1 ' 3 4 " E 3 7 9 . 9 5 ' ∆ = 2 ° 4 6 ' 4 8 " , R = 6 , 5 0 5 . 0 0 ' , L = 3 15 . 6 2 ' C H = S 0 4 ° 3 4 ' 5 8 " E 3 15 . 5 9 ' S 88°24'36" E 50.20' (M) MAG NAIL W/ WASHER "RPLS 6484" SET MAG NAIL W/ WASHER "RPLS 6484" SET 25' BUILDING LINE 25' BUILDING LINE 2 0 ' B U I L D I N G L I N E 20 ' B U I L D I N G L I N E 20.0' 25 . 0 ' 25 . 0 ' 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES N 02°41'15" W 7.31' (M) 20.0' N 01°50'47" E 47.10' (M) APPROXIMATE SURVEY LINE W. J O H N S T O N S U R V E Y AB S T R A C T N O . 6 8 2 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES CALLED 0.832 ACRES CITY OF SANGER DOC. # 2010-47109 O.R.D.C.T. S 4 5 ° 3 4 ' 2 6 " E 1 5 0 . 0 4 ' FIRE LANE EASEMENT (BY THIS PLAT) 9.92' 34' FIRE LANE EASEMENT (BY THIS PLAT) 24' FIRE LANE EASEMENT (BY THIS PLAT) 0.345 ACRE 15,042 SQ.FT. DRAINAGE EASEMENT (BY THIS PLAT) CE N T E R L I N E O F K E A T O N R O A D CE N T E R L I N E O F F R O N T A G E R O A D 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" S 4 3 ° 5 4 ' 3 3 " E 3 0 0 . 8 3 ' N 0 1 ° 2 4 ' 5 9 " E 2 9 8 . 4 6 ' C3 S 88°38'17" E 238.79' C2 S 6 1 ° 1 6 ' 1 0 " E 1 2 1 . 2 7 ' C1 C 1 9 N 6 1 ° 1 6 ' 1 4 " W 1 2 1 . 0 9 ' C18 N 88°38'24" W 256.71' C17 S 0 1 ° 2 5 ' 5 0 " W 2 8 7 . 4 4 ' C16 C15 S 0 1 ° 2 9 ' 1 1 " W 1 9 7 . 9 1 ' C14 N 88°35'20" W 211.01' S 88°35'20" E 815.12' C 1 3 2.27' L8 C12 N 88°35'20" W 87.64' C 1 1 L7 L6 C 1 0 L5 L4 L3 C9 L2 L1 C8 N 88°35'20" W 230.55' C 7 N 0 1 ° 2 9 ' 1 1 " E 1 5 4 . 3 0 ' C6 C5 C 4 C20 C 2 1 N 0 1 ° 2 9 ' 1 1 " E 1 4 2 . 7 2 ' C22 S 0 1 ° 2 9 ' 1 1 " W 1 4 8 . 0 5 ' C23 L13 L1 4 C 2 7 L 1 5 C28 L16 C29 L9 C30 L1 0 C 2 4 L11 C 2 5 L1 2 C26 LINE TABLE LINE #BEARING DISTANCE 7 7 . 5 9 ' N=7175565.06 E=2370075.02 N=7175406.95 E=2370066.40 35.0' R35. 0 ' 24 . 0 ' 24.0' N=7175709.61 E=2370482.84 24 . 4 ' 22.0' 32.0' 43.0' N=7175921.33 E=2370482.00 8 1 . 3 5 ' 2 0 . 1 8 ' NOTE: Bearings, coordinates and distances are based on U.S. State Plane NAD 1983 Coordinates, Texas North Central Zone (4202). This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 0 40 80 SCALE: 1" = 40' Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40' VICINITY MAP (Not to Scale) SITE ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (M) R.O.W. P.O.B. P.O.C. LEGEND = 1/2" IRON REBAR WITH CAP STAMPED "RPLS 6484" SET (UNLESS OTHERWISE NOTED) FOUND MONUMENT (AS NOTED) FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS 107 Item 6. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 10/15/2024 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Prelimina ry Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) Application Form (Signed by Owner and Applicant) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Anthony Crowley Crowley Pipeline & Land Surveying 117 West Archer Street Jacksboro, TX 76458 469-850-CPLS(2757) acrowley@crowleysurveying.com Sanger Independent School District 601 Elm Street Sanger, TX 76266 940-458-7438 kteems66@gmail.com Anthony Crowley December 18, 2024 Kelly Teems PID 189377 108 Item 6. CLEAR CREEK INTERMEDIATE SCHOOL – LETTER OF INTENT SUBDIVIDER’S NAME AND ADDRESS Sanger Independent School District 601 Elm Street Sanger, TX 76266 CONTACT INFORMATION OF PERSON(S) PREPARING THE SUBMITTED DOCUMENTS Anthony Crowley 1-940-229-1172 acrowley@crowleysurveying.com DESIGNATED POINT OF CONTACT FOR FUTURE CORRESPNDENCE Kelly Teems 1-940-458-7438 kteems66@gmail.com INTENT OF THE PLAT APPLICATION The purpose of the subdivision plat is to make a lot out of an unplatted property and dedicate easements and right-of-way. BREIF DESCRIPTION OF THE LOACTION, LAND AREA, PARTICULARS AS TO THE INTEDED USE(S) OF THE PROPERTY, AND ANY INTENDED FUTURE DEVELOPMENT ON THE PROPERTY 13.356 acres in the M. R. Burleson Survey, Abstract No. 71 and the W. Johnston Survey, Abstract No. 682, City of Sanger, Denton County, Texas. Intended easements are for utility purposes and the site itself is educational. A REQUEST THAT THE PLAT BE REVIEWED AND CONSIDERED BY THE APPROPIATE APPROVAL BODY 109 Item 6. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Clear Creek Intermediate School The request is for a Final Plat of Clear Creek Intermediate School, being approximately 13.356 acres in the M.R. BURLESON SURVEY, ABSTRACT NO. 71, W JOHNSTON SURVEY, ABSTRACT NO. 682, prepared by Crowley Surveying, submitted on 12/18/24. 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. City Tax Collector signature block will need to be removed. (When this plat is ready to file, you will have to provide a certified tax certificate from Denton County showing a zero balance is owed.) Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 110 Item 6. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 07, 2025 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: Clear Creek Final Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Clear Creek Intermediate. This submittal was prepared by Crowley Surveying and was received on December 19, 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. Final Plat 1. Denton County requires 30’ interior radius and 50’ exterior radius on all fire lanes. Please verify all radii in fire lane configuration. 2. Please provide civil plans for proposed improvements on property before approval of plat. 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: Final Plat markups 111 Item 6. VICINITY MAP (Not to Scale) SITE HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE M. R. BURLESON SURVEY, ABSTRACT NUMBER 71, AND IN THE W. JOHNSTON SURVEY, ABSTRACT NUMBER 682, LOCATED IN DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 13.356 acre tract of land in the M.R. Burleson Survey, Abstract No. 71, and in the W. Johnston Survey, Abstract Number 682, located in Denton County, Texas, and being a remainder of a called 15.00 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 96-R0089957 of the Official Public Records of said county, and said 13.356 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the northwest corner of Parcel 53, a right-of-way dedication to the State of Texas in the deed recorded in document 2021-9543 of said Official Public Records, in the south line of Lot 1, Block A of Sanger Travel Plaza, an addition to the City of Sanger recorded in Document Number 2017-8 of the Plat Records of said county and in the west right-of-way line of Interstate 35 (Stemmons Freeway), for the northeast corner herein described, from which, a 1/2 inch iron rebar with an illegible cap found for the southeast corner of said Lot 1, Block A bears South 88°24'36” East, a distance of 50.20 feet; THENCE with the west line of said Parcel 53, the following courses and distances; South 03°11'34” East, a distance of 379.95 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 6,505.00 feet and a chord which bears South 04°34'58” East, a distance of 315.59 feet; Along said curve to the left, with a central angle of 02°46'48” and an arc distance of 315.62 feet to a 5/8 inch iron rebar with cap stamped “TXDOT” found for the southwest corner of said Parcel 53, and in the north line of a called 73.025 acre tract described in a Special Warranty Deed to Agle Farms Inc, recorded in Document Number 2000-82434 of said Official Public Records, for the southeast corner herein described; THENCE North 88°24'59” West, with the south line of said 15.00 acre tract and the north line of said 73.025 acre tract, a distance of 790.62 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of a called 0.832 acre tract of land described in a Special Warranty Deed to the City of Sanger recorded in Document Number 2010-47109 of said Official Public Records, for the southwest corner herein described; THENCE with the east line of said 0.832 acre tract the following courses and distances; North 02°41'15” West, a distance of 7.31 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 550.00 feet and a chord which bears North 12°21'23” West, a distance of 186.62 feet; Along said curve to the left, with a central angle of 19°32'06”, and an arc length of 187.52 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 330.82 feet and a chord which bears North 10°08'26” West, a distance of 137.42 feet; Along said curve to the right, with a central angle of 23°58'26” and an arc length of 138.42 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; North 01°50'47” East, a distance of 47.10 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northeast corner of said 0.832 acre tract; THENCE North 88°07'53” West, with the north line of said 0.832 acre tract, a distance of 63.91 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 0.832 acre tract and in the west line of said 15.00 acre tract; THENCE North 02°14'42” East, with the west line of said 15.00 acre tract, a distance of 322.14 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 15.00 acre tract, the southwest corner of a called 5.725 acre tract described in a Special Warranty Deed to Sanger Investment LLC, recorded in Document Number 2017-12388, of said Official Public Records, for the northwest corner herein described; THENCE South 88°24'36” East, with the north line of said 15.00 acre tract and the south line of said 5.725 acre tract and said Lot 1, Block A, a distance of 858.48 feet to the POINT OF BEGINNING and containing 13.356 acres (581,802 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Clear Creek Intermediate, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this _____________ day of __________, 20_____. _______________________________, owner _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY:___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES______________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/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. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 13.356 acres. 11.Subject Parcel is subject to a Possession and Use Agreement filed January 19, 2021, recorded in Instrument Number 21-9542. 12.Subject Parcel is subject to a Possession and Use Agreement filed January 20, 2021, recorded in Instrument Number 21-10259. 13.Subject property has a total of 120 existing parking spaces (116 regular and 4 handicap). There are 24 proposed regular parking spaces and 2 proposed handicapped parking spaces. City of Sanger Ordinances requires 113 parking spaces. 14.The City of Sanger is not responsible for the design, construction, operation, maintenance, or use of the stormwater detention area, private drainage ditches, or associated private drainage easements, herein referred to as "features" to be developed and constructed by the Owners or their successors. Owners and successors agree to indemnify and hold harmless the City of Sanger, its officers, employees, and agents from any direct or indirect loss, damage, liability, or expense and attorney's fees for any negligence or omissions whatsoever, arising out of the design, construction, operation, maintenance, condition or use of the "features" including any non-performance of the foregoing. All of the above shall be covenants running with the land. APPROVED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by ________________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES_____________________________ Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40'Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com RECORDING INFORMATION 112 Item 6. 3 6 . 1 2 ' LOT 1, BLOCK A 13.356 ACRES (581, 802 SQUARE FEET) PID: 189377 CALLED 15.00 ACRES SANGER INDEPENDENT SCHOOL DISTRICT DOC. # 96-R0089957 O.P.R.D.C.T. LESS RIGHT-OF-WAY DEDICATION DOC. # 2010-47109 & DOC. # 2021-9543 O.P.R.D.C.T. M.R. B U R L E S O N S U R V E Y ABS T R A C T N O . 7 1 5/8" CIRF "TXDOT" LOT 1, BLOCK A SANGER TRAVEL PLAZA DOC. # 2017-8 P.R.D.C.T. A CALLED 5.725 ACRE TRACT SANGER INVESTMENT LLC DOC. # 2017-12388 O.R.D.C.T. PARCEL 53 TXDOT R.O.W. DOC. 2021-9543 DOC. NO. 2021-10259 O.P.R.D.C.T. K E A T O N R O A D ( B Y U S E A N D O C C U P A T I O N ) CALLED 73.025 ACRES AGLE FARMS INC DOC. # 2000-82434 O.R.D.C.T. P.O.B. 5/8" CIRF "TXDOT" N: 7175970.24 E: 2370774.76 1/2" CIRF (ILLEGIBLE) M. R . B U R L E S O N S U R V E Y AB S T R A C T N O . 7 1 I N T E R S T A T E 3 5 - S T E M M O N S F R E E W A Y ( V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) CE N T E R L I N E O F F R O N T A G E R O A D N 88°24'59" W 790.62' ∆=19°32'06", R=550.00', L=187.52' CH=N12°21'23"W 186.62' ∆=23°58'26", R=330.82', L=138.42' CH=N10°08'26"W 137.42' N 88°07'53" W 63.91' N 0 2 ° 1 4 ' 4 2 " E 3 2 2 . 1 4 ' S 88°24'36" E 858.48' S 0 3 ° 1 1 ' 3 4 " E 3 7 9 . 9 5 ' ∆ = 2 ° 4 6 ' 4 8 " , R = 6 , 5 0 5 . 0 0 ' , L = 3 15 . 6 2 ' C H = S 0 4 ° 3 4 ' 5 8 " E 3 15 . 5 9 ' S 88°24'36" E 50.20' (M) MAG NAIL W/ WASHER "RPLS 6484" SET MAG NAIL W/ WASHER "RPLS 6484" SET 25' BUILDING LINE 25' BUILDING LINE 2 0 ' B U I L D I N G L I N E 20 ' B U I L D I N G L I N E 20.0' 25 . 0 ' 25 . 0 ' 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES N 02°41'15" W 7.31' (M) 20.0' N 01°50'47" E 47.10' (M) APPROXIMATE SURVEY LINE W. J O H N S T O N S U R V E Y AB S T R A C T N O . 6 8 2 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES CALLED 0.832 ACRES CITY OF SANGER DOC. # 2010-47109 O.R.D.C.T. S 4 5 ° 3 4 ' 2 6 " E 1 5 0 . 0 4 ' FIRE LANE EASEMENT (BY THIS PLAT) 9.92' 34' FIRE LANE EASEMENT (BY THIS PLAT) 24' FIRE LANE EASEMENT (BY THIS PLAT) 0.345 ACRE 15,042 SQ.FT. DRAINAGE EASEMENT (BY THIS PLAT) CE N T E R L I N E O F K E A T O N R O A D CE N T E R L I N E O F F R O N T A G E R O A D 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" S 4 3 ° 5 4 ' 3 3 " E 3 0 0 . 8 3 ' N 0 1 ° 2 4 ' 5 9 " E 2 9 8 . 4 6 ' C3 S 88°38'17" E 238.79' C2 S 6 1 ° 1 6 ' 1 0 " E 1 2 1 . 2 7 ' C1 C 1 9 N 6 1 ° 1 6 ' 1 4 " W 1 2 1 . 0 9 ' C18 N 88°38'24" W 256.71' C17 S 0 1 ° 2 5 ' 5 0 " W 2 8 7 . 4 4 ' C16 C15 S 0 1 ° 2 9 ' 1 1 " W 1 9 7 . 9 1 ' C14 N 88°35'20" W 211.01' S 88°35'20" E 815.12' C 1 3 2.27' L8 C12 N 88°35'20" W 87.64' C 1 1 L7 L6 C 1 0 L5 L4 L3 C9 L2 L1 C8 N 88°35'20" W 230.55' C 7 N 0 1 ° 2 9 ' 1 1 " E 1 5 4 . 3 0 ' C6 C5 C 4 C20 C 2 1 N 0 1 ° 2 9 ' 1 1 " E 1 4 2 . 7 2 ' C22 S 0 1 ° 2 9 ' 1 1 " W 1 4 8 . 0 5 ' C23 L13 L1 4 C 2 7 L 1 5 C28 L16 C29 L9 C30 L1 0 C 2 4 L11 C 2 5 L1 2 C26 LINE TABLE LINE #BEARING DISTANCE 7 7 . 5 9 ' N=7175565.06 E=2370075.02 N=7175406.95 E=2370066.40 35.0' R35. 0 ' 24 . 0 ' 24.0' N=7175709.61 E=2370482.84 24 . 4 ' 22.0' 32.0' 43.0' N=7175921.33 E=2370482.00 8 1 . 3 5 ' 2 0 . 1 8 ' NOTE: Bearings, coordinates and distances are based on U.S. State Plane NAD 1983 Coordinates, Texas North Central Zone (4202). This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 0 40 80 SCALE: 1" = 40' Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40' VICINITY MAP (Not to Scale) SITE ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (M) R.O.W. P.O.B. P.O.C. LEGEND = 1/2" IRON REBAR WITH CAP STAMPED "RPLS 6484" SET (UNLESS OTHERWISE NOTED) FOUND MONUMENT (AS NOTED) FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS Denton County requires 30’ interior radius and 50’ exterior radius on all fire lanes. Please verify all radii in fire lane configuration 113 Item 6. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Sanger High School, being 55.886 acres, located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. SUMMARY:  The applicant proposes to create 1 lot from 4 unplatted tracts to develop on this site.  This site is located on the southeast corner of FM 455 and Indian Lane.  This is the site of the current Sanger High School.  This site currently has the existing Sanger High School, Indian Stadium football field and track, softball field, baseball field, and tennis courts.  The school district is planning to build a new high school on the open land. The current high school will become the middle school.  They will add new parking, locker rooms and concession stand, and move the existing tennis courts. 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 114 Item 7. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 1000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/8/2025 4:37:02 PM Location Map 24SANZON-0050 Sanger High School Final Plat 115 Item 7. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) PASSING AT 46.94' MAG NAIL W/ SHINER "ARC RPLS 6484" SET MAG NAIL W/ SHINER "ARC RPLS 6484" SET IN D I A N L A N E (1 0 0 ' P U B L I C R I G H T - O F - W A Y ) UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 671 . 6 ' Z O N E " A " Z O N E " X " Z O N E " X " Z O N E " A " 1/2" CIRS "RPLS 6484" LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 1/2" CIRS "RPLS 6484" P.O.B. 1/2" CIRF (ILLEGIBLE) N:7182395.36 E:2378501.74 1/2" IRF (DISTURBED) BRS. N 71°23' W 2.4' FROM CORNER 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 100 ' R . O . W . I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 50' B U I L D I N G L I N E 50 ' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 10 0 ' ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 78,224 SQ. FT. 1.796 ACRE DRAINAGE EASEMENT (BY THIS PLAT) PROPOSED DETENTION AREA 1/2" CIRS "RPLS 6484" (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' S 4 5 ° 0 5 ' 5 8 " W 1 4 8 . 0 5 ' S 0 2 ° 3 6 ' 3 3 " W 6 4 3 . 7 2 ' ∆ = 2 7°1 7'2 1", R = 5 5 0 . 0 0 ', L = 2 6 1 . 9 6 ' C H = N 4 8 ° 4 3'5 9 " W 25 9 . 4 9 ' ∆ = 1 8 ° 1 9'2 8 ", R = 1, 4 5 0.0 0', L = 4 6 3.7 4' C H = N 5 3 °1 2'5 6" W 4 6 1.7 7' N 4 4 ° 0 2 ' 4 6 " W 1 , 3 7 9 . 0 5 ' S 56°03'18" W 62.24' N 89°52'12" W 12.12' 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' ±3 5 ' ±6 5 ' C E N T E R L I N E O F R O A D EMERGENCY SPILLWAY W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 D2 DC2 D 1 DC1 D1 2 D11 D1 0 D C 8D9D8 DC7D7DC6 D6 D C 5 D5DC4 D4 D3 D C 3 60.0' 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (3.1300 ACRES) DOCUMENT NO. 2004-1455888 O.R.D.C.T. TXDOT RIGHT-OF-WAY DOCUMENT NO. 2019-14545 M A T C H L I N E S E E S H E E T 2 0 60 120 SCALE: 1" = 60' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 1 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND 116 Item 7. REMAINDER OF A CALLED 84.5014 ACRE TRACT SANGER TOWN CENTER LLC DOCUMENT NO. 2017-48301 O.R.D.C.T. REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (0.9948 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. FM 4 5 5 W (VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) TXDOT RIGHT-OF-WAY DEDICATION ( 0.0886 ACRES) DOCUMENT NO. 2018-113529 O.R.D.C.T. 1/2" CIRF "TXDOT" MAG NAIL SET IN ROCK 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" PASSING AT 231.51; 5/8" CIRF "TXDOT" N 02°38'50" E 19.72' UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "OCJ COWAN & ASSOC" 1/2" IRF 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 5 0 ' 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 50' B U I L D I N G L I N E 5 0 ' 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' TXDOT RIGHT-OF-WAY DEDICATION (1.1476 ACRES) DOCUMENT NO. 2019-14514 O.R.D.C.T. 5/8" CIRF "TXDOT" DRAINAGE EASEMENT DOCUMENT NO. 2019-14546 WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 25 ' B U I L D I N G L I N E 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 25.0' 15.0' 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 5 9 5 . 7 7 ' S 87°23'27" E 150.00' S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' N 44°02'46" W 12.74' N 4 5 ° 5 7 ' 1 4 " E 2 9 0 . 0 2 ' S 43°49'38" E 10.75' N 4 5 ° 5 7 ' 0 3 " E 2 9 1 . 5 6 ' ∆=4 0 °1 7 '0 6 ",R =1 ,9 3 0 .0 0 ',L =1 3 5 6 .9 9 ' C H =N 6 6 °0 5 '1 0 "E 1 3 2 9 .2 1 ' N 45°57'03" E 18.42' 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) FIRELANE EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' CEN T E R L I N E O F R O A D ± 4 5 ' ± 5 5 ' 1 5 . 0 ' 50' B U I L D I N G L I N E F C 1 F2FC2 F3 F4 F5 F C 3 F6 F C 4 F7 F C 5 F8 F C 6 FC7 F 1 1 F12 F C 8 F1 4 F C 9 F15 F C 10 F 1 6 F C 1 1 F 1 7 FC12 F18 F19 F20 F21 F C 1 3 F22 F C 1 4 F2 3 F C 15 F1 F2 4 F C 16 F25 F2 6 F27 F C 1 7 F2 8 F C 1 8 F29 F C 1 9 F3 0 F C 2 0 F31 F C 2 1 F3 2 F C 2 2 F 3 3 F C 23 F34 F35 FC 2 4 F3 6 F37 F3 8 FC 2 5 F C 2 6 F39 F C 2 7 W59 W60 W61 W62 W6 3 W64 W65 W 6 6 W 6 7 W68 W69 W70 W71 W 7 2 W1 W2 W3 W4 W5 W6W7 W8 W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W2 5 W26 W2 7 W28 W2 9 W30W3 1 W32 W33 W34 W3 5 W36 W3 7 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 W4 6 W47 W 4 8 W4 9 W50 W51 W52 W5 3 W 5 4 W5 5 W56 W5 7 W58 W116 W117 W118 W119 W120 W121 W122 W123 W124 W7 3 W74 W7 5 W76 W7 7 W78 W7 9 W80 W8 1 W82 W8 3 W84 W8 5 W86 W8 7 W88 W8 9 W90 W9 1 W92 W9 3 W94 W9 5 W 9 6 W9 7 W98 W9 9 W100 W1 0 1 W10 2 W103 W104 W105 W106 W1 0 7 W108 W1 0 9 W110 W1 1 1 W112 W1 1 3 W114 W1 1 5 W1 2 8 W129 W130 W131 W1 3 2 W133 W1 2 5 W12 6W127 F9 UTILITY EASEMENT DOCUMENT NO. 2018-32665 O.R.D.C.T. F10 F 1 3 15'x15' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T.TXDOT RIGHT-OF-WAY DEDICATION ( 0.0200 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. M A T C H L I N E S E E S H E E T 1 0 60 120 SCALE: 1" = 60' = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 2 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 117 Item 7. LINE TABLE FIRE LANE LINE # F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 BEARING S02°36'04"W N88°28'28"W N89°13'22"W N00°44'28"E S89°13'22"E S88°28'28"E N16°26'18"E N88°24'14"W S01°35'51"W S45°26'36"W N43°42'19"W N45°41'40"E S44°18'20"E N01°36'13"E N79°54'17"W N31°22'12"W S31°22'12"E N60°41'13"E N62°43'41"E N68°13'15"E N64°16'51"E S88°24'09"E N02°36'04"E S02°36'04"W N88°24'09"W S01°35'51"W S88°24'09"E S02°36'04"W N88°28'28"W N16°26'18"E N88°24'14"W N01°36'13"E N43°24'09"W N62°43'41"E N68°13'15"E S01°35'51"W S88°24'09"E N01°35'51"E S88°24'09"E DISTANCE 965.97' 534.80' 2.00' 83.97' 2.00' 112.85' 105.59' 166.83' 40.61' 2.00' 160.15' 2.00' 41.74' 417.40' 68.58' 47.51' 16.48' 75.24' 42.34' 52.85' 83.31' 426.76' 145.87' 22.71' 110.73' 24.00' 109.26' 626.22' 335.02' 83.16' 166.40' 377.78' 34.29' 41.19' 42.50' 72.70' 24.00' 115.27' 425.29' CURVE TABLE FIRE LANE CURVE # FC1 FC2 FC3 FC4 FC5 FC6 FC7 FC8 FC9 FC10 FC11 FC12 FC13 FC14 FC15 FC16 FC17 FC18 FC19 FC20 FC21 FC22 FC23 FC24 FC25 FC26 FC27 ARC LENGTH 83.81' 47.42' 48.05' 39.32' 54.12' 47.12' 23.94' 70.21' 42.68' 47.44' 24.00' 49.12' 66.47' 46.60' 24.21' 46.60' 47.65' 46.56' 54.93' 98.47' 47.13' 42.42' 55.57' 59.36' 34.29' 55.59' 47.65' RADIUS 54.00' 30.00' 29.99' 30.00' 28.92' 30.00' 30.04' 30.00' 30.00' 56.00' 1930.00' 32.00' 154.00' 30.00' 1930.00' 30.00' 30.00' 30.00' 30.00' 52.92' 30.00' 54.00' 30.00' 30.00' 30.00' 130.00' 30.00' DELTA ANGLE 88°55'28" 90°33'25" 91°49'09" 75°05'14" 107°14'37" 89°59'56" 45°38'55" 134°05'27" 81°30'29" 48°32'05" 0°42'45" 87°56'35" 24°43'52" 88°59'47" 0°43'07" 88°59'47" 91°00'13" 88°55'28" 104°54'46" 106°37'02" 90°00'27" 45°00'22" 106°07'50" 113°22'36" 65°29'51" 24°30'09" 91°00'13" CHORD BEARING S47°03'48"W S46°19'08"W S44°51'43"E N53°58'55"E N36°49'58"W S46°35'48"W S21°13'18"E N68°38'56"E N39°09'02"W N55°38'14"W N59°00'06"E S75°20'29"E N79°13'55"E N47°05'57"E N85°07'48"E S47°05'57"W S42°54'03"E S47°03'48"W N36°01'05"W N36°36'40"W N43°24'00"W N20°53'58"W N09°39'46"E S55°05'27"E N34°20'46"E N79°20'46"E S42°54'03"E CHORD LENGTH 75.65' 42.63' 43.07' 36.56' 46.56' 42.43' 23.31' 55.25' 39.17' 46.03' 24.00' 44.44' 65.96' 42.05' 24.21' 42.05' 42.80' 42.03' 47.57' 84.86' 42.43' 41.34' 47.96' 50.14' 32.46' 55.17' 42.80' LINE TABLE WATER EASEMENT LINE # W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 W41 W42 W43 W44 W45 W46 W47 W48 W49 W50 BEARING S02°48'26"W S87°37'58"E S02°22'02"W N87°37'58"W S02°48'26"W S48°50'32"W N88°29'02"W S01°44'41"W S44°36'24"E S01°25'07"W S39°18'58"W N88°16'11"W N44°36'24"W N00°47'42"E S88°10'14"E S00°47'42"W S88°16'11"E N01°25'07"E N88°19'16"W S00°51'05"W N89°08'55"W N00°51'05"E N50°33'33"E S88°19'16"E N01°44'41"E N88°29'02"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°32'23"W N88°27'37"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°20'00"W S44°20'30"E S88°32'48"E N02°12'43"E S87°47'17"E S02°12'43"W S45°23'25"W N88°32'48"W N44°20'30"W N01°20'00"E N88°29'02"W N44°20'30"W N01°32'16"E N53°08'10"E DISTANCE 572.30' 15.21' 15.00' 15.32' 395.31' 12.54' 200.16' 113.43' 13.50' 72.15' 10.44' 61.39' 10.00' 31.35' 15.00' 23.23' 45.09' 57.35' 54.58' 0.73' 15.00' 10.72' 7.94' 53.93' 115.78' 13.31' 17.33' 15.00' 17.32' 306.71' 18.46' 9.74' 8.07' 15.00' 26.52' 23.92' 187.40' 0.28' 59.07' 48.20' 15.00' 55.14' 10.92' 72.49' 12.69' 193.77' 17.13' 12.89' 76.59' 8.72' LINE TABLE WATER EASEMENT LINE # W51 W52 W53 W54 W55 W56 W57 W58 W59 W60 W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76 W77 W78 W79 W80 W81 W82 W83 W84 W85 W86 W87 W88 W89 W90 W91 W92 W93 W94 W95 W96 W97 W98 W99 W100 BEARING N00°00'00"E N41°05'16"W N01°29'55"E N43°51'04"W N01°35'52"E N46°25'15"E N01°30'03"E N26°17'49"W N64°38'29"E S26°17'49"E S01°30'03"W S88°24'35"E N02°48'26"E N47°23'33"W S81°28'03"W N62°19'35"W N15°06'31"W N77°06'13"E S15°06'31"E S62°19'35"E N81°28'03"E S47°23'33"E S02°48'26"W N87°25'37"W S02°34'23"W S87°25'37"E S02°48'26"W N88°30'14"W S01°29'46"W S88°30'14"E S02°48'26"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°29'55"E N43°51'04"W N01°35'52"E S88°13'56"E N01°46'04"E N88°13'56"W DISTANCE 6.59' 9.74' 192.59' 26.76' 148.17' 26.62' 327.98' 0.81' 15.00' 4.28' 0.95' 637.67' 171.13' 5.45' 244.87' 20.11' 7.51' 15.01' 0.38' 8.65' 247.14' 19.66' 169.32' 16.73' 15.00' 16.67' 151.67' 64.97' 15.00' 64.63' 256.13' 111.23' 29.47' 15.00' 29.40' 135.56' 29.65' 15.00' 29.57' 135.08' 32.58' 15.00' 32.50' 196.62' 112.24' 26.75' 23.82' 18.40' 15.00' 18.44' LINE TABLE WATER EASEMENT LINE # W101 W102 W103 W104 W105 W106 W107 W108 W109 W110 W111 W112 W113 W114 W115 W116 W117 W118 W119 W120 W121 W122 W123 W124 W125 W126 W127 W128 W129 W130 W131 W132 W133 BEARING N01°35'52"E N46°25'15"E N01°30'03"E S88°29'36"E N01°30'24"E S88°24'09"E N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N01°30'03"E S88°24'09"E N01°35'51"E N88°24'09"W N01°30'03"E S88°24'35"E S01°18'27"W S88°41'33"E N01°18'27"E S88°24'35"E S01°15'05"W S88°44'55"E N01°15'05"E S88°24'35"E S02°48'26"W S48°50'32"W N88°29'02"W N01°32'16"E N53°08'10"E N00°00'00"E N41°05'16"W N01°29'55"E S88°27'39"E DISTANCE 96.88' 26.63' 3.37' 13.20' 3.59' 240.94' 70.86' 15.00' 55.86' 239.16' 121.56' 12.56' 15.00' 12.59' 163.40' 146.63' 3.53' 15.00' 3.46' 275.09' 2.53' 15.00' 2.44' 185.60' 160.95' 0.30' 619.36' 63.31' 8.97' 19.71' 9.51' 65.77' 623.14' LINE TABLE DRAINAGE EASEMENT LINE # D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 BEARING S52°03'05"E S23°59'23"W N88°24'09"W N01°35'51"E N88°24'09"W N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N02°36'33"E N47°14'18"E N03°18'09"E DISTANCE 326.64' 156.87' 136.54' 13.00' 19.00' 17.00' 23.68' 8.74' 96.16' 40.07' 139.76' 148.81' CURVE TABLE DRAINAGE EASEMENT CURVE # DC1 DC2 DC3 DC4 DC5 DC6 DC7 DC8 ARC LENGTH 21.75' 13.27' 11.80' 1.57' 47.12' 1.57' 1.57' 15.88' RADIUS 10.00' 10.00' 10.00' 1.00' 30.00' 1.00' 1.00' 10.00' DELTA ANGLE 124°38'46" 76°02'28" 67°36'28" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 91°00'43" CHORD BEARING N65°37'32"E S14°01'51"E S57°47'37"W N43°24'09"W N43°24'09"W N43°24'09"W S46°35'51"W N42°53'48"W CHORD LENGTH 17.71' 12.32' 11.13' 1.41' 42.43' 1.41' 1.41' 14.27' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 3 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 118 Item 7. VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 4 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com OWNER'S ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS COUNTY OF DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE R. BEBEE SURVEY, ABSTRACT NUMBER 29, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 55.886 acre tract of land in the R. Bebee Survey, Abstract No. 29, Denton County, Texas and being the remainder of a called 35.000 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 662 of the Deed Records of said county, being the remainder of a called 23.440 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 722 of said Deed Records, being all of a called 3.728 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of the Official Public Records of said county, and being all of a called 0.772 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of said Official Public Records and said 55.886 acre tract of land being more particularly described as follows: BEGINNING at a 1/2 inch iron rebar with a plastic cap found for the southeast corner of said 35.000 acre tract, the southwest corner of said 3.728 acre tract and in the west line of a called 24.900 acre tract of land described in a Warranty Deed to Marion Hills Apartments, LLC, recorded in Document No. 2017-48293 of the Official Public Records of said county; THENCE North 89°52'12” West, with the south line of said 35.000 acre tract, a distance of 12.12 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in the northeast right-of-way line of Indian Lane, a 100 foot wide public right-of-way, and the beginning of a non-tangent curve to the left, with a radius of 550.00 feet and a chord which bears North 48°43'59” West, a distance of 259.49 feet, from which a 1/2 inch iron rebar (disturbed) bears North 71°23' West, a distance of 2.4 feet from said corner; THENCE with the northeast right-of-way line of said Indian Trail, the following courses and distances; Along said curve to the left, with a central angle of 27°17'21” and an arc length of 261.96 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 1,450.00 feet and a chord which bears North 53°12'56” West, a distance of 461.77 feet; Along said curve to the right, with a central angle of 18°19'28” and an arc length of 463.74 feet to a mag nail with a shiner stamped “ARC RPLS 6484” set for corner; North 44°02'46” West, passing at a distance of 46.94 feet, a mag nail with a shiner stamped “ARC RPLS 6484” set for the common corner of said 35.000 acre tract and said 23.440 acre tract, in all, a total distance of 1,379.05 feet to a mag nail set in a rock at the intersection of said northeast right-of-way line of said Indian Lane and the southeast right-of-way line of Farm to Market 455 West (FM 455 W), a variable width public right-of-way; THENCE with the southeast right-of-way of said FM 455 W, the following courses and distances; North 45°57'03” East, a distance of 18.42 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 44°02'46” West, a distance of 12.74 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 45°57'14” East, a distance of 290.02 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; South 43°49'38” East, a distance of 10.75 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found corner; North 45°57'03” East, passing at a distance of 231.51 feet, to a 5/8 inch iron rebar with a cap stamped “TXDOT” found, in all, a total distance of 291.56 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the beginning of a curve to the right, with a radius of 1,930.00 feet and a chord which bears North 66°05'03” East, a distance of 1,329.21 feet; Along said curve to the right, with a central angle of 40°17'06” and an arc length of 1,356.99 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner in the west line of a called 84.5014 acre tract of land described in a Warranty Deed to Sanger Town Center LLC, recorded in Document No. 2017-48301 of said Official Public Records, from which a 1/2 inch iron rebar found bears North 02°41'47” East, a distance of 19.72 feet; THENCE South 02°36'33” West, with the common line of said 35.000 acre tract and said 85.5014 acre tract, a distance of 595.77 feet to a 1/2 inch iron rebar with a cap stamped “OCJ Cowan & Assoc” found for the northwest corner of said 0.772 acre tract; THENCE South 87°23'27” East, with the north line of said 0.772 acre tract, a distance of 150.00 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, with the east line of said 0.772 acre tract and the east line of said 3.728 acre tract, a distance of 1,013.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 45°05'58” West, continuing with said east line of the 3.728 acre tract, a distance of 148.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, continuing with said east line of the 3.728 acre tract, a distance of 643.72 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of said 3.728 acre tract; THENCE South 56°03'18” West, with the southeast line of sa 3.728 acre tract, a distance of 62.24 feet to the POINT OF BEGINNING and containing 55.886 acres (2,434,412 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Sanger High School, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this _____________ day of __________, 20_____. ___________________________________. Owner ___________________________________, Kelly Teems, Authorized Representative of Sanger Independent School District State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known tome 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 ___________________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/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. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, and resides in Flood Zone "A", being a special flood hazard area subject to inundation by the 1% annual chance flood and does nor have a determined base flood elevation, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 55.886 acres. 11.The subject property has a total of 503 existing parking spaces (488 regular and 15 handicap). There are 813 more proposed parking spaces (791 regular and 22 handicap). City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED FOR PREPARATION OF FINAL PLAT ________________________________________________________ City of Sanger, TX Date Planning & Zoning Commission APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies TITLE INFORMATION: PERMANENT 15' WATERLINE EASEMENT VOLUME 4863, PAGE 01573 CITY OF SANGER PLOTTABLE, AS SHOWN UTILITY EASEMENT DOCUMENT #2018-32665 NORTEX COMMUNICATIONS COMPANY PLOTTABLE, AS SHOWN PERPETUAL WATER LINE EASEMENT DOCUMENT #2006-120223 THE CITY OF SANGER PLOTTABLE, AS SHOWN EASEMENT VOLUME 339, PAGE 131 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT FOREVER TO ENTER UPON THE PROPERTY, WITHIN A RIGHT OF WAY NOT EXCEEDING 2 FEET IN WIDTH, TO CONSTRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, REPAIR, REMOVE, RELOCATE AND RECONSTRUCT, UPON, ALONG, ACROSS, OVER AND UNDER PROPERTY, A LINE OR LINES FOR THE TRANSMISSION OR DISTRIBUTION OF ELECTRIC ENERGY. BLANKET EASEMENT VOLUME 339, PAGE 132 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT TO PLACE, CONSTRUCT, OPERATE, REPAIR, MAINTAIN, RELOCATE AND REPLACE THEREON AND IN OR UPON ALL STREETS, ROADS OR HIGHWAYS ABUTTING SAID LAND, AN ELECTRIC TRANSMISSION OR DISTRIBUTION LINE OR SYSTEM, INCLUDING THE RIGHT TO CUT AND TRIM TREES TO THE EXTENT NECESSARY TO KEEP THEM CLEAR OF SAID ELECTRIC LINE OR SYSTEM AND TO CUT DOWN FROM TIME TO TIME ALL DEAD, WEAK, LEANING OR DANGEROUS TRESS THAT ARE TALL ENOUGH TO STRIKE THE WIRES IN FALLING. BLANKET UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES _________________________________ 119 Item 7. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 10/15/2024 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Prelimina ry Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) Application Form (Signed by Owner and Applicant) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Anthony Crowley Crowley Pipeline & Land Surveying 117 West Archer Street Jacksboro, TX 76458 469-850-CPLS(2757) acrowley@crowleysurveying.com Sanger Independent School District 601 Elm Street Sanger, TX 76266 940-458-7438 kteems66@gmail.com Anthony Crowley December 18, 2024 Kelly Teems PID 132465, 132509, 1012743, 1012179 120 Item 7. SANGER HIGH SCHOOL – LETTER OF INTENT SUBDIVIDER’S NAME AND ADDRESS Sanger Independent School District 601 Elm Street Sanger, TX 76266 CONTACT INFORMATION OF PERSON(S) PREPARING THE SUBMITTED DOCUMENTS Anthony Crowley 1-940-229-1172 acrowley@crowleysurveying.com DESIGNATED POINT OF CONTACT FOR FUTURE CORRESPNDENCE Kelly Teems 1-940-458-7438 kteems66@gmail.com INTENT OF THE PLAT APPLICATION The purpose of the subdivision plat is to make a lot out of an unplatted property and dedicate easements and right-of-way. BREIF DESCRIPTION OF THE LOACTION, LAND AREA, PARTICULARS AS TO THE INTEDED USE(S) OF THE PROPERTY, AND ANY INTENDED FUTURE DEVELOPMENT ON THE PROPERTY 55.886 acres in the R. Bebee Survey, Abstract No. 29, City of Sanger, Denton County, Texas. Intended easements are for utility purposes and the site itself is educational. A REQUEST THAT THE PLAT BE REVIEWED AND CONSIDERED BY THE APPROPIATE APPROVAL BODY 121 Item 7. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Sanger High School The request is for a Final Plat of Sanger High School, being approximately 55.886 acres in the R. BEBEE SURVEY, ABSTRACT NO. 29, prepared by Crowley Surveying, submitted on 12/18/24. 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. You have two different places for the Planning and Zoning Chairman to sign. Only need one. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 122 Item 7. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 07, 2025 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 High School Final Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Sanger High School. This submittal was prepared by Crowley Surveying and was received on December 19, 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. Final Plat 1. Denton County requires 30’ interior radius and 50’ exterior radius on all fire lanes. Please verify all radii in fire lane configuration. 2. Please include the pond maintenance agreement statement to the final plat notes. 3. Please provide ownership information for adjacent properties south of platted area. 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: Final Plat markups 123 Item 7. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) PASSING AT 46.94' MAG NAIL W/ SHINER "ARC RPLS 6484" SET MAG NAIL W/ SHINER "ARC RPLS 6484" SET IN D I A N L A N E (1 0 0 ' P U B L I C R I G H T - O F - W A Y ) UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 671 . 6 ' Z O N E " A " Z O N E " X " Z O N E " X " Z O N E " A " 1/2" CIRS "RPLS 6484" LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 1/2" CIRS "RPLS 6484" P.O.B. 1/2" CIRF (ILLEGIBLE) N:7182395.36 E:2378501.74 1/2" IRF (DISTURBED) BRS. N 71°23' W 2.4' FROM CORNER 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 100 ' R . O . W . I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 50' B U I L D I N G L I N E 50 ' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 10 0 ' ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 78,224 SQ. FT. 1.796 ACRE DRAINAGE EASEMENT (BY THIS PLAT) PROPOSED DETENTION AREA 1/2" CIRS "RPLS 6484" (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' S 4 5 ° 0 5 ' 5 8 " W 1 4 8 . 0 5 ' S 0 2 ° 3 6 ' 3 3 " W 6 4 3 . 7 2 ' ∆ = 2 7°1 7'2 1", R = 5 5 0 . 0 0 ', L = 2 6 1 . 9 6 ' C H = N 4 8 ° 4 3'5 9 " W 25 9 . 4 9 ' ∆ = 1 8 ° 1 9'2 8 ", R = 1, 4 5 0.0 0', L = 4 6 3.7 4' C H = N 5 3 °1 2'5 6" W 4 6 1.7 7' N 4 4 ° 0 2 ' 4 6 " W 1 , 3 7 9 . 0 5 ' S 56°03'18" W 62.24' N 89°52'12" W 12.12' 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' ±3 5 ' ±6 5 ' C E N T E R L I N E O F R O A D EMERGENCY SPILLWAY W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 D2 DC2 D 1 DC1 D1 2 D11 D1 0 D C 8D9D8 DC7D7DC6 D6 D C 5 D5DC4 D4 D3 D C 3 60.0' 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (3.1300 ACRES) DOCUMENT NO. 2004-1455888 O.R.D.C.T. TXDOT RIGHT-OF-WAY DOCUMENT NO. 2019-14545 M A T C H L I N E S E E S H E E T 2 0 60 120 SCALE: 1" = 60' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 1 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND 124 Item 7. REMAINDER OF A CALLED 84.5014 ACRE TRACT SANGER TOWN CENTER LLC DOCUMENT NO. 2017-48301 O.R.D.C.T. REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (0.9948 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. FM 4 5 5 W (VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) TXDOT RIGHT-OF-WAY DEDICATION ( 0.0886 ACRES) DOCUMENT NO. 2018-113529 O.R.D.C.T. 1/2" CIRF "TXDOT" MAG NAIL SET IN ROCK 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" PASSING AT 231.51; 5/8" CIRF "TXDOT" N 02°38'50" E 19.72' UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "OCJ COWAN & ASSOC" 1/2" IRF 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 5 0 ' 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 50' B U I L D I N G L I N E 5 0 ' 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' TXDOT RIGHT-OF-WAY DEDICATION (1.1476 ACRES) DOCUMENT NO. 2019-14514 O.R.D.C.T. 5/8" CIRF "TXDOT" DRAINAGE EASEMENT DOCUMENT NO. 2019-14546 WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 25 ' B U I L D I N G L I N E 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 25.0' 15.0' 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 5 9 5 . 7 7 ' S 87°23'27" E 150.00' S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' N 44°02'46" W 12.74' N 4 5 ° 5 7 ' 1 4 " E 2 9 0 . 0 2 ' S 43°49'38" E 10.75' N 4 5 ° 5 7 ' 0 3 " E 2 9 1 . 5 6 ' ∆=4 0 °1 7 '0 6 ",R =1 ,9 3 0 .0 0 ',L =1 3 5 6 .9 9 ' C H =N 6 6 °0 5 '1 0 "E 1 3 2 9 .2 1 ' N 45°57'03" E 18.42' 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) FIRELANE EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' CEN T E R L I N E O F R O A D ± 4 5 ' ± 5 5 ' 1 5 . 0 ' 50' B U I L D I N G L I N E F C 1 F2FC2 F3 F4 F5 F C 3 F6 F C 4 F7 F C 5 F8 F C 6 FC7 F 1 1 F12 F C 8 F1 4 F C 9 F15 F C 10 F 1 6 F C 1 1 F 1 7 FC12 F18 F19 F20 F21 F C 1 3 F22 F C 1 4 F2 3 F C 15 F1 F2 4 F C 16 F25 F2 6 F27 F C 1 7 F2 8 F C 1 8 F29 F C 1 9 F3 0 F C 2 0 F31 F C 2 1 F3 2 F C 2 2 F 3 3 F C 23 F34 F35 FC 2 4 F3 6 F37 F3 8 FC 2 5 F C 2 6 F39 F C 2 7 W59 W60 W61 W62 W6 3 W64 W65 W 6 6 W 6 7 W68 W69 W70 W71 W 7 2 W1 W2 W3 W4 W5 W6W7 W8 W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W2 5 W26 W2 7 W28 W2 9 W30W3 1 W32 W33 W34 W3 5 W36 W3 7 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 W4 6 W47 W 4 8 W4 9 W50 W51 W52 W5 3 W 5 4 W5 5 W56 W5 7 W58 W116 W117 W118 W119 W120 W121 W122 W123 W124 W7 3 W74 W7 5 W76 W7 7 W78 W7 9 W80 W8 1 W82 W8 3 W84 W8 5 W86 W8 7 W88 W8 9 W90 W9 1 W92 W9 3 W94 W9 5 W 9 6 W9 7 W98 W9 9 W100 W1 0 1 W10 2 W103 W104 W105 W106 W1 0 7 W108 W1 0 9 W110 W1 1 1 W112 W1 1 3 W114 W1 1 5 W1 2 8 W129 W130 W131 W1 3 2 W133 W1 2 5 W12 6W127 F9 UTILITY EASEMENT DOCUMENT NO. 2018-32665 O.R.D.C.T. F10 F 1 3 15'x15' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T.TXDOT RIGHT-OF-WAY DEDICATION ( 0.0200 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. M A T C H L I N E S E E S H E E T 1 0 60 120 SCALE: 1" = 60' = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 2 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 125 Item 7. LINE TABLE FIRE LANE LINE # F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 BEARING S02°36'04"W N88°28'28"W N89°13'22"W N00°44'28"E S89°13'22"E S88°28'28"E N16°26'18"E N88°24'14"W S01°35'51"W S45°26'36"W N43°42'19"W N45°41'40"E S44°18'20"E N01°36'13"E N79°54'17"W N31°22'12"W S31°22'12"E N60°41'13"E N62°43'41"E N68°13'15"E N64°16'51"E S88°24'09"E N02°36'04"E S02°36'04"W N88°24'09"W S01°35'51"W S88°24'09"E S02°36'04"W N88°28'28"W N16°26'18"E N88°24'14"W N01°36'13"E N43°24'09"W N62°43'41"E N68°13'15"E S01°35'51"W S88°24'09"E N01°35'51"E S88°24'09"E DISTANCE 965.97' 534.80' 2.00' 83.97' 2.00' 112.85' 105.59' 166.83' 40.61' 2.00' 160.15' 2.00' 41.74' 417.40' 68.58' 47.51' 16.48' 75.24' 42.34' 52.85' 83.31' 426.76' 145.87' 22.71' 110.73' 24.00' 109.26' 626.22' 335.02' 83.16' 166.40' 377.78' 34.29' 41.19' 42.50' 72.70' 24.00' 115.27' 425.29' CURVE TABLE FIRE LANE CURVE # FC1 FC2 FC3 FC4 FC5 FC6 FC7 FC8 FC9 FC10 FC11 FC12 FC13 FC14 FC15 FC16 FC17 FC18 FC19 FC20 FC21 FC22 FC23 FC24 FC25 FC26 FC27 ARC LENGTH 83.81' 47.42' 48.05' 39.32' 54.12' 47.12' 23.94' 70.21' 42.68' 47.44' 24.00' 49.12' 66.47' 46.60' 24.21' 46.60' 47.65' 46.56' 54.93' 98.47' 47.13' 42.42' 55.57' 59.36' 34.29' 55.59' 47.65' RADIUS 54.00' 30.00' 29.99' 30.00' 28.92' 30.00' 30.04' 30.00' 30.00' 56.00' 1930.00' 32.00' 154.00' 30.00' 1930.00' 30.00' 30.00' 30.00' 30.00' 52.92' 30.00' 54.00' 30.00' 30.00' 30.00' 130.00' 30.00' DELTA ANGLE 88°55'28" 90°33'25" 91°49'09" 75°05'14" 107°14'37" 89°59'56" 45°38'55" 134°05'27" 81°30'29" 48°32'05" 0°42'45" 87°56'35" 24°43'52" 88°59'47" 0°43'07" 88°59'47" 91°00'13" 88°55'28" 104°54'46" 106°37'02" 90°00'27" 45°00'22" 106°07'50" 113°22'36" 65°29'51" 24°30'09" 91°00'13" CHORD BEARING S47°03'48"W S46°19'08"W S44°51'43"E N53°58'55"E N36°49'58"W S46°35'48"W S21°13'18"E N68°38'56"E N39°09'02"W N55°38'14"W N59°00'06"E S75°20'29"E N79°13'55"E N47°05'57"E N85°07'48"E S47°05'57"W S42°54'03"E S47°03'48"W N36°01'05"W N36°36'40"W N43°24'00"W N20°53'58"W N09°39'46"E S55°05'27"E N34°20'46"E N79°20'46"E S42°54'03"E CHORD LENGTH 75.65' 42.63' 43.07' 36.56' 46.56' 42.43' 23.31' 55.25' 39.17' 46.03' 24.00' 44.44' 65.96' 42.05' 24.21' 42.05' 42.80' 42.03' 47.57' 84.86' 42.43' 41.34' 47.96' 50.14' 32.46' 55.17' 42.80' LINE TABLE WATER EASEMENT LINE # W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 W41 W42 W43 W44 W45 W46 W47 W48 W49 W50 BEARING S02°48'26"W S87°37'58"E S02°22'02"W N87°37'58"W S02°48'26"W S48°50'32"W N88°29'02"W S01°44'41"W S44°36'24"E S01°25'07"W S39°18'58"W N88°16'11"W N44°36'24"W N00°47'42"E S88°10'14"E S00°47'42"W S88°16'11"E N01°25'07"E N88°19'16"W S00°51'05"W N89°08'55"W N00°51'05"E N50°33'33"E S88°19'16"E N01°44'41"E N88°29'02"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°32'23"W N88°27'37"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°20'00"W S44°20'30"E S88°32'48"E N02°12'43"E S87°47'17"E S02°12'43"W S45°23'25"W N88°32'48"W N44°20'30"W N01°20'00"E N88°29'02"W N44°20'30"W N01°32'16"E N53°08'10"E DISTANCE 572.30' 15.21' 15.00' 15.32' 395.31' 12.54' 200.16' 113.43' 13.50' 72.15' 10.44' 61.39' 10.00' 31.35' 15.00' 23.23' 45.09' 57.35' 54.58' 0.73' 15.00' 10.72' 7.94' 53.93' 115.78' 13.31' 17.33' 15.00' 17.32' 306.71' 18.46' 9.74' 8.07' 15.00' 26.52' 23.92' 187.40' 0.28' 59.07' 48.20' 15.00' 55.14' 10.92' 72.49' 12.69' 193.77' 17.13' 12.89' 76.59' 8.72' LINE TABLE WATER EASEMENT LINE # W51 W52 W53 W54 W55 W56 W57 W58 W59 W60 W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76 W77 W78 W79 W80 W81 W82 W83 W84 W85 W86 W87 W88 W89 W90 W91 W92 W93 W94 W95 W96 W97 W98 W99 W100 BEARING N00°00'00"E N41°05'16"W N01°29'55"E N43°51'04"W N01°35'52"E N46°25'15"E N01°30'03"E N26°17'49"W N64°38'29"E S26°17'49"E S01°30'03"W S88°24'35"E N02°48'26"E N47°23'33"W S81°28'03"W N62°19'35"W N15°06'31"W N77°06'13"E S15°06'31"E S62°19'35"E N81°28'03"E S47°23'33"E S02°48'26"W N87°25'37"W S02°34'23"W S87°25'37"E S02°48'26"W N88°30'14"W S01°29'46"W S88°30'14"E S02°48'26"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°29'55"E N43°51'04"W N01°35'52"E S88°13'56"E N01°46'04"E N88°13'56"W DISTANCE 6.59' 9.74' 192.59' 26.76' 148.17' 26.62' 327.98' 0.81' 15.00' 4.28' 0.95' 637.67' 171.13' 5.45' 244.87' 20.11' 7.51' 15.01' 0.38' 8.65' 247.14' 19.66' 169.32' 16.73' 15.00' 16.67' 151.67' 64.97' 15.00' 64.63' 256.13' 111.23' 29.47' 15.00' 29.40' 135.56' 29.65' 15.00' 29.57' 135.08' 32.58' 15.00' 32.50' 196.62' 112.24' 26.75' 23.82' 18.40' 15.00' 18.44' LINE TABLE WATER EASEMENT LINE # W101 W102 W103 W104 W105 W106 W107 W108 W109 W110 W111 W112 W113 W114 W115 W116 W117 W118 W119 W120 W121 W122 W123 W124 W125 W126 W127 W128 W129 W130 W131 W132 W133 BEARING N01°35'52"E N46°25'15"E N01°30'03"E S88°29'36"E N01°30'24"E S88°24'09"E N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N01°30'03"E S88°24'09"E N01°35'51"E N88°24'09"W N01°30'03"E S88°24'35"E S01°18'27"W S88°41'33"E N01°18'27"E S88°24'35"E S01°15'05"W S88°44'55"E N01°15'05"E S88°24'35"E S02°48'26"W S48°50'32"W N88°29'02"W N01°32'16"E N53°08'10"E N00°00'00"E N41°05'16"W N01°29'55"E S88°27'39"E DISTANCE 96.88' 26.63' 3.37' 13.20' 3.59' 240.94' 70.86' 15.00' 55.86' 239.16' 121.56' 12.56' 15.00' 12.59' 163.40' 146.63' 3.53' 15.00' 3.46' 275.09' 2.53' 15.00' 2.44' 185.60' 160.95' 0.30' 619.36' 63.31' 8.97' 19.71' 9.51' 65.77' 623.14' LINE TABLE DRAINAGE EASEMENT LINE # D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 BEARING S52°03'05"E S23°59'23"W N88°24'09"W N01°35'51"E N88°24'09"W N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N02°36'33"E N47°14'18"E N03°18'09"E DISTANCE 326.64' 156.87' 136.54' 13.00' 19.00' 17.00' 23.68' 8.74' 96.16' 40.07' 139.76' 148.81' CURVE TABLE DRAINAGE EASEMENT CURVE # DC1 DC2 DC3 DC4 DC5 DC6 DC7 DC8 ARC LENGTH 21.75' 13.27' 11.80' 1.57' 47.12' 1.57' 1.57' 15.88' RADIUS 10.00' 10.00' 10.00' 1.00' 30.00' 1.00' 1.00' 10.00' DELTA ANGLE 124°38'46" 76°02'28" 67°36'28" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 91°00'43" CHORD BEARING N65°37'32"E S14°01'51"E S57°47'37"W N43°24'09"W N43°24'09"W N43°24'09"W S46°35'51"W N42°53'48"W CHORD LENGTH 17.71' 12.32' 11.13' 1.41' 42.43' 1.41' 1.41' 14.27' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 3 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 126 Item 7. VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 4 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com OWNER'S ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS COUNTY OF DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE R. BEBEE SURVEY, ABSTRACT NUMBER 29, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 55.886 acre tract of land in the R. Bebee Survey, Abstract No. 29, Denton County, Texas and being the remainder of a called 35.000 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 662 of the Deed Records of said county, being the remainder of a called 23.440 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 722 of said Deed Records, being all of a called 3.728 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of the Official Public Records of said county, and being all of a called 0.772 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of said Official Public Records and said 55.886 acre tract of land being more particularly described as follows: BEGINNING at a 1/2 inch iron rebar with a plastic cap found for the southeast corner of said 35.000 acre tract, the southwest corner of said 3.728 acre tract and in the west line of a called 24.900 acre tract of land described in a Warranty Deed to Marion Hills Apartments, LLC, recorded in Document No. 2017-48293 of the Official Public Records of said county; THENCE North 89°52'12” West, with the south line of said 35.000 acre tract, a distance of 12.12 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in the northeast right-of-way line of Indian Lane, a 100 foot wide public right-of-way, and the beginning of a non-tangent curve to the left, with a radius of 550.00 feet and a chord which bears North 48°43'59” West, a distance of 259.49 feet, from which a 1/2 inch iron rebar (disturbed) bears North 71°23' West, a distance of 2.4 feet from said corner; THENCE with the northeast right-of-way line of said Indian Trail, the following courses and distances; Along said curve to the left, with a central angle of 27°17'21” and an arc length of 261.96 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 1,450.00 feet and a chord which bears North 53°12'56” West, a distance of 461.77 feet; Along said curve to the right, with a central angle of 18°19'28” and an arc length of 463.74 feet to a mag nail with a shiner stamped “ARC RPLS 6484” set for corner; North 44°02'46” West, passing at a distance of 46.94 feet, a mag nail with a shiner stamped “ARC RPLS 6484” set for the common corner of said 35.000 acre tract and said 23.440 acre tract, in all, a total distance of 1,379.05 feet to a mag nail set in a rock at the intersection of said northeast right-of-way line of said Indian Lane and the southeast right-of-way line of Farm to Market 455 West (FM 455 W), a variable width public right-of-way; THENCE with the southeast right-of-way of said FM 455 W, the following courses and distances; North 45°57'03” East, a distance of 18.42 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 44°02'46” West, a distance of 12.74 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 45°57'14” East, a distance of 290.02 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; South 43°49'38” East, a distance of 10.75 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found corner; North 45°57'03” East, passing at a distance of 231.51 feet, to a 5/8 inch iron rebar with a cap stamped “TXDOT” found, in all, a total distance of 291.56 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the beginning of a curve to the right, with a radius of 1,930.00 feet and a chord which bears North 66°05'03” East, a distance of 1,329.21 feet; Along said curve to the right, with a central angle of 40°17'06” and an arc length of 1,356.99 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner in the west line of a called 84.5014 acre tract of land described in a Warranty Deed to Sanger Town Center LLC, recorded in Document No. 2017-48301 of said Official Public Records, from which a 1/2 inch iron rebar found bears North 02°41'47” East, a distance of 19.72 feet; THENCE South 02°36'33” West, with the common line of said 35.000 acre tract and said 85.5014 acre tract, a distance of 595.77 feet to a 1/2 inch iron rebar with a cap stamped “OCJ Cowan & Assoc” found for the northwest corner of said 0.772 acre tract; THENCE South 87°23'27” East, with the north line of said 0.772 acre tract, a distance of 150.00 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, with the east line of said 0.772 acre tract and the east line of said 3.728 acre tract, a distance of 1,013.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 45°05'58” West, continuing with said east line of the 3.728 acre tract, a distance of 148.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, continuing with said east line of the 3.728 acre tract, a distance of 643.72 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of said 3.728 acre tract; THENCE South 56°03'18” West, with the southeast line of sa 3.728 acre tract, a distance of 62.24 feet to the POINT OF BEGINNING and containing 55.886 acres (2,434,412 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Sanger High School, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this _____________ day of __________, 20_____. ___________________________________. Owner ___________________________________, Kelly Teems, Authorized Representative of Sanger Independent School District State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known tome 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 ___________________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/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. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, and resides in Flood Zone "A", being a special flood hazard area subject to inundation by the 1% annual chance flood and does nor have a determined base flood elevation, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 55.886 acres. 11.The subject property has a total of 503 existing parking spaces (488 regular and 15 handicap). There are 813 more proposed parking spaces (791 regular and 22 handicap). City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED FOR PREPARATION OF FINAL PLAT ________________________________________________________ City of Sanger, TX Date Planning & Zoning Commission APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies TITLE INFORMATION: PERMANENT 15' WATERLINE EASEMENT VOLUME 4863, PAGE 01573 CITY OF SANGER PLOTTABLE, AS SHOWN UTILITY EASEMENT DOCUMENT #2018-32665 NORTEX COMMUNICATIONS COMPANY PLOTTABLE, AS SHOWN PERPETUAL WATER LINE EASEMENT DOCUMENT #2006-120223 THE CITY OF SANGER PLOTTABLE, AS SHOWN EASEMENT VOLUME 339, PAGE 131 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT FOREVER TO ENTER UPON THE PROPERTY, WITHIN A RIGHT OF WAY NOT EXCEEDING 2 FEET IN WIDTH, TO CONSTRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, REPAIR, REMOVE, RELOCATE AND RECONSTRUCT, UPON, ALONG, ACROSS, OVER AND UNDER PROPERTY, A LINE OR LINES FOR THE TRANSMISSION OR DISTRIBUTION OF ELECTRIC ENERGY. BLANKET EASEMENT VOLUME 339, PAGE 132 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT TO PLACE, CONSTRUCT, OPERATE, REPAIR, MAINTAIN, RELOCATE AND REPLACE THEREON AND IN OR UPON ALL STREETS, ROADS OR HIGHWAYS ABUTTING SAID LAND, AN ELECTRIC TRANSMISSION OR DISTRIBUTION LINE OR SYSTEM, INCLUDING THE RIGHT TO CUT AND TRIM TREES TO THE EXTENT NECESSARY TO KEEP THEM CLEAR OF SAID ELECTRIC LINE OR SYSTEM AND TO CUT DOWN FROM TIME TO TIME ALL DEAD, WEAK, LEANING OR DANGEROUS TRESS THAT ARE TALL ENOUGH TO STRIKE THE WIRES IN FALLING. BLANKET UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES _________________________________ 127 Item 7. PLANNING & ZONING COMMISSION COMMUNICATION DATE: January 13, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Sanger Middle School, being 28.791 acres, located in the City of Sanger, and located at 105 Berry Street approximately 205 feet southwest of the intersection of Acker Street and Bolivar Street. SUMMARY:  The applicant proposes to create 1 lot from 2 unplatted tracts to develop on this site.  This site is located at 105 Berry Street.  This is the site of the current Sanger Middle School and the existing agriculture barn.  The school district is planning to construct a new agriculture barn on the northwest corner of the property on a vacant portion of the lot.  The existing ag barn will remain and be utilized the same way it functions today.  They will add ADA parking and a walkway to the new barn. 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 128 Item 8. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 450 900 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 1/8/2025 8:30:11 PM Location Map 24SANZON-0051 Sanger Middle School Final Plat 129 Item 8. VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = N/A FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the 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. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to create one lot out of 28.791 acres. 11.The subject property has a total of 284 existing parking spaces (274 regular and 10 handicap). There are 2 more proposed handicapped spaces. City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 2024. ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF ___________________________ , 2024. BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR DENTON COUNTY, TEXAS. MY COMMISSION EXPIRES _______________________ OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, Sanger Independent School District is the owner of all that certain 28.791 acre tract in the H. Tierwester Survey, Abstract No. 1241, Denton County, Texas and being part of of a called 27.734 acre tract of land described in a deed to Sanger Independent School District, recorded in Volume 745, Page 623 of the Deed Records of Denton County, Texas, and a part of a called 1.609 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 1995-003316 of the Official Public Records of said county, and said 28.791 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at concrete monument found for the northeast corner of a called 0.545 acre tract of land to Brazos Electric Power Coop Inc. and in the south line of a called 2.9 acre tract described in a Quit Claim Deed to Faustino Buj, recorded in Document Number 2021-202611 of the Official Public Records of said county, for the northwest corner herein described; THENCE South 89°03'11” East, with the common line of said 28.791 acre tract and said 2.9 acre tract, and the south line of a 3.0720 acre tract of land to City of Sanger, a distance of 437.26 feet to a 1/2 inch iron rebar found for corner in the south line of said 3.072 acre tract; THENCE South 88°38'40” East, continuing with the common line of said 28.791 acre tract and said 3.0720 acre tract, a distance of 443.77 feet to the southeast corner of said 3.0720 acre tract and the southwest corner of a called 0.461 acre tract described in a Warranty Deed to the City of Sanger, recorded in Volume 3063, Page 639 of said Deed Records; THENCE South 88°56'49” East, with the common line of said 28.791 acre tract and said 0.461 acre tract, a distance of 200.00 feet to a 1/2 inch iron rebar found for the southeast corner of said 0.461 acre tract and the southwest corner of Lot 1, Block 1 of Acker Street Addition, an addition to the City of Sanger, recorded in Cabinet H, Page 320 of the Plat Records of said county; THENCE South 89°03'22” East, with the common line of said 28.791 acre tract and said Lot 1, passing at a distance of 183.22 feet, an “X” cut in concrete found for the southeast corner of said Lot 1, being in the west line of Acker Street, a 50 foot wide public right-of-way, in all, a total distance of 208.24 feet to the northeast corner herein described, being in said Acker Street; THENCE South 01°15'38” West, with the east line of said 28.791 acre tract and in said Acker Street, a distance of 292.92 feet to the northeast corner of a called 0.502 acre tract of land described in a General Warranty Deed to Jonathan Whitworth, recorded in Document Number 2015-46615 of said Official Public Records; THENCE North 88°21'18” West, with the common line of said 28.791 acre tract and said 0.502 acre tract, passing at a distance of 25.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set, in all, a total distance of 188.34 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.502 acre tract; THENCE South 02°44'09” West, with the common line of said 28.791 acre tract, and said 0.502 acre tract, a distance of 123.76 feet to the southwest corner of said 0.502 acre tract and being the northwest corner of the remainder of a called 1.211 acre tract of land described in a Special Warranty Deed to Springer Family Rentals, L.L.C., recorded in Document Number 1993-0074115 of said Official Public Records; THENCE South 01°36'56" West, with the common line of said 28.791 acre tract and said remainder of a called 1.211 acre tract, a distance of 138.56 feet to an “X” cut found for the northeast corner of a called 0.528 acre tract described in a Warranty Deed to Erneston Navarette, recorded in Document Number 2018-118629 of said Official Public Records; THENCE North 88°54'09” West, with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.529 acre tract; THENCE South 01°03'15” West, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 100.57 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southwest corner of said 0.528 acre tract; THENCE South 88°54'09” East, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 3/4 inch iron rebar found for the southeast corner of said 0.528 acre tract and in the west right-of-way line of North Berry Street, a 50 foot wide public right-of-way; THENCE South 01°14'46” West, with the east line of said 28.791 acre tract and said west right-of-way line, a distance of 493.42 feet to a 1/2 inch iron rebar with a cap stamped “AAS RPLS 4867” found set for the southeast corner of said 1.609 acre tract and the northeast corner of a called 2.027 acre tract of land described in a General Warranty Deed to Jonathan L. Witworth, recorded in Document Number 2015-00107798 of said Official Public Records, for the southeast corner of said 28.791 acre tract; THENCE North 88°11'41” West, with the south line of said 1.609 acre tract, the north line of said 2.027 acre tract, a distance of 468.36 feet to a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for the southwest corner of said 1.609 acre tract, the northwest corner of said 2.027 acre tract and in the east line of Lot 2, Block A of Robert's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 724 of said Plat Records, from which a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for a west corner of said 2.027 acre tract and an east corner of said Lot 2, Block A of Robert's Addition bears South 02°20'49” West, a distance of 13.03 feet; THENCE North 02°20'49” East, with the west line of said 1.609 acre tract and said east line of Lot 2, Block A of Robert's Addition, a distance of 143.44 feet to a 1/2 inch iron rebar found for the northwest corner of said 1.609 acre tract and the northeast corner of said Lot 2, Block A of Robert's Addition, THENCE North 88°15'46” West, with the south line of said 27.734 acre tract and the north line of said Lot 2, Block A of Robert's Addition, passing at a distance of 150.45 feet, a 1/2 inch iron rebar with a cap stamped “Alliance” found for the northwest corner of said Lot 2, Block A and the northeast corner of Lot 1, Block A of said Robert's Addition, continuing with said south line and the north line of said Lot 1, Block A of Robert's Addition, passing at a distance of 331.88 feet, a 1/2 inch iron rebar found for the northwest corner of said Lot 1, Block A of Robert's Addition and the northeast corner of Lot 1, Block A of Bryan & Jacob's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 252 of said Plat Records, continuing with said south line and the north line of Lot 1, Block A of Bryan & Jacob's Addition, passing at a distance of 459.73 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 1, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 2, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 2, Block A of Bryan & Jacob's Addition, passing at a distance of 596.68 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 2, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 6, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 6, Block a of Bryan & Jacob's Addition, passing at a distance of 739.73 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said Lot 6, Block A of Bryan & Jacob's Addition and in the east right-of-way line of Keaton Road, a 50 foot wide public right-of-way, continuing with said south line, in all, a total distance of 765.23 feet to the southwest corner of said 28.791 acre tract, being in said right-of-way of Keaton Road; THENCE North 01°28'24” East, with the west line of said 28.791 acre tract and in said right-of-way of Keaton Road, a distance of 738.94 feet to the southwest corner of said 0.545 acre tract; THENCE South 89°17'38” East, with the south line of said 0.545 acre tract, passing at a distance of 30.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in said east right-of-way line of Keaton Road, in all, a total distance of 127.80 feet to a concrete monument found for the southeast corner of said 0.545 acre tract; THENCE North 02°01'18” East, with the east line of said 0.545 acre tract, a distance of 219.99 feet to the POINT OF BEGINNING and containing 28.791 acres (1,254,150 square feet) of land. Said land subject to restrictions, easements and right-of-way of record (if any). NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as LOT 1, BLOCK A OF SANGER MIDDLE SCHOOL, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this __________ day of ________________________, 2024. _______________________________, owner _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems State of Texas County of Denton 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/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 in and for the State of Texas My commission expires ____________________________________ Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION 130 Item 8. LOT 1, BLOCK A 28.791 ACRES PID: 57050 SANGER I.S.D. VOL. 745, PG. 623 O.R.D.C.T. H. T I E R W E S T E R S U R V E Y ABS T R A C T N O . 1 2 4 1 A CALLED 0.461 ACRE TRACT CITY OF SANGER VOLUME 3063, PAGE 639 O.R.D.C.T. REMAINDER OF A CALLED 1.211 ACRE TRACT SPRINGER FAMILY RENTALS, L.L.C. DOCUMENT NO. 1993-0074115 O.R.D.C.T. A CALLED 0.528 ACRE TRACT ERNESTON NAVARETTE DOCUMENT NO. 2018-118629 O.R.D.C.T. LOT 1, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. BRYANS & JACOBS ADDITION DOCUMENT NO. 2000-20062 O.R.D.C.T. LOT 1, BLOCK A LOT 2, BLOCK A LOT 6, BLOCK A N 89°01'42" W 188.34' (R) A CALLED 2.9 ACRE TRACT FAUSTINO BUJ DOCUMENT NO. 2021-202611 O.R.D.C.T. LOT 1, BLOCK 1 ACKER STREET ADDITION CAB. H, PG. 320 P.R.D.C.T. LOT 2, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. SAVE & EXCEPT DOCUMENT NO. 1993-0074115 O.R.D.C.T. 1/2" IRF 1/2" IRF "X" CUT FOUND 3/4" IRF PASSING AT 331.88' 1/2" IRF "X" CUT FOUND 60' ELEC. ESMT. VOL. 749, PG. 360 20' ELEC. ESMT. VOL. 1066, PG. 767 150' RADIUS SANITARY CONTROL ESMT. VOL. 1153, PG. 909 PASSING AT 596.68' 1/2" IRF "METROPLEX" 1/2" CIRS "RPLS 6484" PASSING AT 459.73' 1/2" IRF "METROPLEX" CALLED 0.5450 ACRES BRAZOS ELECTRIC POWER COOP INC. VOL. 789, PG. 571 O.P.R.D.C.T. A CALLED .502 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-46615 O.R.D.C.T. 1/2" CIRS "RPLS 6484 1/2" CIRS "RPLS 6484 1/2" IRF 1/2" CIRF "AAS 4857" N 88°11'41" W 468.36' N 0 2 ° 2 0 ' 4 9 " E 1 4 3 . 4 4 ' S 0 1 ° 1 4 ' 4 6 " W 4 9 3 . 4 2 ' S 88°54'09" E 230.37' N 88°54'09" W 230.37' S 0 1 ° 0 3 ' 1 5 " W 10 0 . 5 7 ' ( M ) S 0 1 ° 3 6 ' 5 6 " W 1 3 8 . 5 6 ' S 0 2 ° 4 4 ' 0 9 " W 1 2 3 . 7 6 ' N 88°21'18" W 188.34' S 0 1 ° 1 5 ' 3 8 " W 2 6 2 . 9 2 ' S 89°03'22" E 208.24'S 88°56'49" E 200.00' S 89°03'11" E 437.26' N 0 2 ° 0 1 ' 1 8 " E 2 1 9 . 9 9 ' N 88°15'46" W 765.23' S 88°38'40" E 443.77' PASSING AT 25.00' 1/2" CIRS "RPLS 6484" N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' S 89°17'38" E 127.80' S 89°03'11" E 127.79' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CALLED 1.9280 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-107798 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "AAS RPLS 4857" PASSING AT 150.45' 1/2" IRF "ALLIANCE" A CALLED 1.609 ACRE TRACT SANGER ISD DOCUMENT NO. 95-0031638 O.R.D.C.T. PER DENTON COUNTY APPRAISAL DISTRICT PASSING AT 30.00' 1/2" CIRS "RPLS 6484" CENTERLINE ELEC. ESMT. VOL. 481, PG. 686 A CALLED 3.0720 ACRE TRACT (PER DENTON COUNTY APPRAISAL DISTRICT) CITY OF SANGER DEED NOT LISTED PASSING AT 183.22' "X" CUT FOUND P.O.B. CONC. MONUMENT FOUND N: 7181610.82 E: 2369446.04 25' R.O.W. DEDICATION (6,571 SQ.FT./0.151 ACRES) 30' 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 30' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25 ' 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE CONC. MONUMENT FOUND 20 ' B U I L D I N G L I N E 20' 20' BUILDING LINE 20 ' B U I L D I N G L I N E 20' 25 ' B U I L D I N G L I N E L1 L2 C 1 L3 L4 L5 C2 L6 C 3 L7 L8 C 4 L9 L10 L1 1 C5 L1 2 C 6 L13 C 7 L1 4 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH FIRE LANE EASEMENT (BY THIS PLAT) FIRE LANE EASEMENT (BY THIS PLAT) ACKER STREET (50' PUBLIC RIGHT OF WAY) BY USE AND OCCUPATION 50.0' NO R T H B E R R Y S T R E E T (P U B L I C R I G H T O F W A Y ) S 0 9 ° 4 9 ' 5 1 " E - 9 1 . 1 5 ' LONE STAR GAS ESMT. VOL. 600, PG. 44 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 25.0' 25.0' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CE N T E R L I N E O F N O R T H B E R R Y S T R E E T 25.0' R.O.W. DEDICATION (25' FROM CENTERLINE) (4,691 SQ.FT./0.108 ACRES) CE N T E R L I N E O F A C K E R S T R E E T 25' 60 . 0 ' 30 . 0 ' 30 . 0 ' CE N T E R L I N E O F N O R T H K E A T O N R O A D 30.00' 11.18' 5.52' N 0 0 ° 0 4 ' 1 9 " E 22 7 . 7 9 ' N 0 0 ° 5 3 ' 5 3 " E 21 0 . 9 2 ' N 0 1 ° 3 2 ' 5 1 " E 54 . 6 8 ' N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' 0 60 120 SCALE: 1" = 60' = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (R) (M) R.O.W. P.O.B. P.O.C. LEGEND VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 131 Item 8. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 10/15/2024 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Prelimina ry Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) Application Form (Signed by Owner and Applicant) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Anthony Crowley Crowley Pipeline & Land Surveying 117 West Archer Street Jacksboro, TX 76458 469-850-CPLS(2757) acrowley@crowleysurveying.com Sanger Independent School District 601 Elm Street Sanger, TX 76266 940-458-7438 kteems66@gmail.com Anthony Crowley December 18, 2024 Kelly Teems PID 57050 132 Item 8. SANGER MIDDLE SCHOOL – LETTER OF INTENT SUBDIVIDER’S NAME AND ADDRESS Sanger Independent School District 601 Elm Street Sanger, TX 76266 CONTACT INFORMATION OF PERSON(S) PREPARING THE SUBMITTED DOCUMENTS Anthony Crowley 1-940-229-1172 acrowley@crowleysurveying.com DESIGNATED POINT OF CONTACT FOR FUTURE CORRESPNDENCE Kelly Teems 1-940-458-7438 kteems66@gmail.com INTENT OF THE PLAT APPLICATION The purpose of the subdivision plat is to make a lot out of an unplatted property and dedicate easements and right-of-way. BREIF DESCRIPTION OF THE LOACTION, LAND AREA, PARTICULARS AS TO THE INTEDE USE(S) OF THE PROPERTY, AND ANY INTENDED FUTURE DEVELOPMENT ON THE PROPERTY 28.791 acres in the H. Tierwester Survey, Abstract No. 1241, City of Sanger, Denton County, Texas. Intended easements are for utility purposes and the site itself is educational. A REQUEST THAT THE PLAT BE REVIEWED AND CONSIDERED BY THE APPROPIATE APPROVAL BODY 133 Item 8. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Sanger Middle School The request is for a Final Plat of Sanger Middle School, being approximately 28.791 acres in the H. TIERWESTER SURVEY, ABSTRACT NO. 1241, prepared by Crowley Surveying, submitted on 12/18/24. 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. City Tax Collector signature block will need to be removed. (When this plat is ready to file you will have to provide a certified tax certificate from Denton County showing a zero balance is owed.) Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 134 Item 8. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 06, 2025 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 Middle School Final Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Sanger Middle School. This submittal was prepared by Crowley Surveying and was received on December 19, 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. Final Plat 1. Please reconcile discrepancies in acreage for the Jonathan Whitworth property. 2. Please provide civil plans for proposed improvements on property before approval of plat per comments submitted on 03/21/2023. 3. Please revise and reconcile distance along Centerline of Acker Street. 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 135 Item 8. VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = N/A FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the 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. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to create one lot out of 28.791 acres. 11.The subject property has a total of 284 existing parking spaces (274 regular and 10 handicap). There are 2 more proposed handicapped spaces. City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 2024. ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF ___________________________ , 2024. BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR DENTON COUNTY, TEXAS. MY COMMISSION EXPIRES _______________________ OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, Sanger Independent School District is the owner of all that certain 28.791 acre tract in the H. Tierwester Survey, Abstract No. 1241, Denton County, Texas and being part of of a called 27.734 acre tract of land described in a deed to Sanger Independent School District, recorded in Volume 745, Page 623 of the Deed Records of Denton County, Texas, and a part of a called 1.609 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 1995-003316 of the Official Public Records of said county, and said 28.791 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at concrete monument found for the northeast corner of a called 0.545 acre tract of land to Brazos Electric Power Coop Inc. and in the south line of a called 2.9 acre tract described in a Quit Claim Deed to Faustino Buj, recorded in Document Number 2021-202611 of the Official Public Records of said county, for the northwest corner herein described; THENCE South 89°03'11” East, with the common line of said 28.791 acre tract and said 2.9 acre tract, and the south line of a 3.0720 acre tract of land to City of Sanger, a distance of 437.26 feet to a 1/2 inch iron rebar found for corner in the south line of said 3.072 acre tract; THENCE South 88°38'40” East, continuing with the common line of said 28.791 acre tract and said 3.0720 acre tract, a distance of 443.77 feet to the southeast corner of said 3.0720 acre tract and the southwest corner of a called 0.461 acre tract described in a Warranty Deed to the City of Sanger, recorded in Volume 3063, Page 639 of said Deed Records; THENCE South 88°56'49” East, with the common line of said 28.791 acre tract and said 0.461 acre tract, a distance of 200.00 feet to a 1/2 inch iron rebar found for the southeast corner of said 0.461 acre tract and the southwest corner of Lot 1, Block 1 of Acker Street Addition, an addition to the City of Sanger, recorded in Cabinet H, Page 320 of the Plat Records of said county; THENCE South 89°03'22” East, with the common line of said 28.791 acre tract and said Lot 1, passing at a distance of 183.22 feet, an “X” cut in concrete found for the southeast corner of said Lot 1, being in the west line of Acker Street, a 50 foot wide public right-of-way, in all, a total distance of 208.24 feet to the northeast corner herein described, being in said Acker Street; THENCE South 01°15'38” West, with the east line of said 28.791 acre tract and in said Acker Street, a distance of 292.92 feet to the northeast corner of a called 0.502 acre tract of land described in a General Warranty Deed to Jonathan Whitworth, recorded in Document Number 2015-46615 of said Official Public Records; THENCE North 88°21'18” West, with the common line of said 28.791 acre tract and said 0.502 acre tract, passing at a distance of 25.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set, in all, a total distance of 188.34 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.502 acre tract; THENCE South 02°44'09” West, with the common line of said 28.791 acre tract, and said 0.502 acre tract, a distance of 123.76 feet to the southwest corner of said 0.502 acre tract and being the northwest corner of the remainder of a called 1.211 acre tract of land described in a Special Warranty Deed to Springer Family Rentals, L.L.C., recorded in Document Number 1993-0074115 of said Official Public Records; THENCE South 01°36'56" West, with the common line of said 28.791 acre tract and said remainder of a called 1.211 acre tract, a distance of 138.56 feet to an “X” cut found for the northeast corner of a called 0.528 acre tract described in a Warranty Deed to Erneston Navarette, recorded in Document Number 2018-118629 of said Official Public Records; THENCE North 88°54'09” West, with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.529 acre tract; THENCE South 01°03'15” West, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 100.57 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southwest corner of said 0.528 acre tract; THENCE South 88°54'09” East, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 3/4 inch iron rebar found for the southeast corner of said 0.528 acre tract and in the west right-of-way line of North Berry Street, a 50 foot wide public right-of-way; THENCE South 01°14'46” West, with the east line of said 28.791 acre tract and said west right-of-way line, a distance of 493.42 feet to a 1/2 inch iron rebar with a cap stamped “AAS RPLS 4867” found set for the southeast corner of said 1.609 acre tract and the northeast corner of a called 2.027 acre tract of land described in a General Warranty Deed to Jonathan L. Witworth, recorded in Document Number 2015-00107798 of said Official Public Records, for the southeast corner of said 28.791 acre tract; THENCE North 88°11'41” West, with the south line of said 1.609 acre tract, the north line of said 2.027 acre tract, a distance of 468.36 feet to a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for the southwest corner of said 1.609 acre tract, the northwest corner of said 2.027 acre tract and in the east line of Lot 2, Block A of Robert's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 724 of said Plat Records, from which a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for a west corner of said 2.027 acre tract and an east corner of said Lot 2, Block A of Robert's Addition bears South 02°20'49” West, a distance of 13.03 feet; THENCE North 02°20'49” East, with the west line of said 1.609 acre tract and said east line of Lot 2, Block A of Robert's Addition, a distance of 143.44 feet to a 1/2 inch iron rebar found for the northwest corner of said 1.609 acre tract and the northeast corner of said Lot 2, Block A of Robert's Addition, THENCE North 88°15'46” West, with the south line of said 27.734 acre tract and the north line of said Lot 2, Block A of Robert's Addition, passing at a distance of 150.45 feet, a 1/2 inch iron rebar with a cap stamped “Alliance” found for the northwest corner of said Lot 2, Block A and the northeast corner of Lot 1, Block A of said Robert's Addition, continuing with said south line and the north line of said Lot 1, Block A of Robert's Addition, passing at a distance of 331.88 feet, a 1/2 inch iron rebar found for the northwest corner of said Lot 1, Block A of Robert's Addition and the northeast corner of Lot 1, Block A of Bryan & Jacob's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 252 of said Plat Records, continuing with said south line and the north line of Lot 1, Block A of Bryan & Jacob's Addition, passing at a distance of 459.73 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 1, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 2, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 2, Block A of Bryan & Jacob's Addition, passing at a distance of 596.68 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 2, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 6, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 6, Block a of Bryan & Jacob's Addition, passing at a distance of 739.73 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said Lot 6, Block A of Bryan & Jacob's Addition and in the east right-of-way line of Keaton Road, a 50 foot wide public right-of-way, continuing with said south line, in all, a total distance of 765.23 feet to the southwest corner of said 28.791 acre tract, being in said right-of-way of Keaton Road; THENCE North 01°28'24” East, with the west line of said 28.791 acre tract and in said right-of-way of Keaton Road, a distance of 738.94 feet to the southwest corner of said 0.545 acre tract; THENCE South 89°17'38” East, with the south line of said 0.545 acre tract, passing at a distance of 30.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in said east right-of-way line of Keaton Road, in all, a total distance of 127.80 feet to a concrete monument found for the southeast corner of said 0.545 acre tract; THENCE North 02°01'18” East, with the east line of said 0.545 acre tract, a distance of 219.99 feet to the POINT OF BEGINNING and containing 28.791 acres (1,254,150 square feet) of land. Said land subject to restrictions, easements and right-of-way of record (if any). NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as LOT 1, BLOCK A OF SANGER MIDDLE SCHOOL, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this __________ day of ________________________, 2024. _______________________________, owner _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems State of Texas County of Denton 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/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 in and for the State of Texas My commission expires ____________________________________ Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION Please review and revise acreage of Jonathan Whitworth property 136 Item 8. LOT 1, BLOCK A 28.791 ACRES PID: 57050 SANGER I.S.D. VOL. 745, PG. 623 O.R.D.C.T. H. T I E R W E S T E R S U R V E Y ABS T R A C T N O . 1 2 4 1 A CALLED 0.461 ACRE TRACT CITY OF SANGER VOLUME 3063, PAGE 639 O.R.D.C.T. REMAINDER OF A CALLED 1.211 ACRE TRACT SPRINGER FAMILY RENTALS, L.L.C. DOCUMENT NO. 1993-0074115 O.R.D.C.T. A CALLED 0.528 ACRE TRACT ERNESTON NAVARETTE DOCUMENT NO. 2018-118629 O.R.D.C.T. LOT 1, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. BRYANS & JACOBS ADDITION DOCUMENT NO. 2000-20062 O.R.D.C.T. LOT 1, BLOCK A LOT 2, BLOCK A LOT 6, BLOCK A N 89°01'42" W 188.34' (R) A CALLED 2.9 ACRE TRACT FAUSTINO BUJ DOCUMENT NO. 2021-202611 O.R.D.C.T. LOT 1, BLOCK 1 ACKER STREET ADDITION CAB. H, PG. 320 P.R.D.C.T. LOT 2, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. SAVE & EXCEPT DOCUMENT NO. 1993-0074115 O.R.D.C.T. 1/2" IRF 1/2" IRF "X" CUT FOUND 3/4" IRF PASSING AT 331.88' 1/2" IRF "X" CUT FOUND 60' ELEC. ESMT. VOL. 749, PG. 360 20' ELEC. ESMT. VOL. 1066, PG. 767 150' RADIUS SANITARY CONTROL ESMT. VOL. 1153, PG. 909 PASSING AT 596.68' 1/2" IRF "METROPLEX" 1/2" CIRS "RPLS 6484" PASSING AT 459.73' 1/2" IRF "METROPLEX" CALLED 0.5450 ACRES BRAZOS ELECTRIC POWER COOP INC. VOL. 789, PG. 571 O.P.R.D.C.T. A CALLED .502 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-46615 O.R.D.C.T. 1/2" CIRS "RPLS 6484 1/2" CIRS "RPLS 6484 1/2" IRF 1/2" CIRF "AAS 4857" N 88°11'41" W 468.36' N 0 2 ° 2 0 ' 4 9 " E 1 4 3 . 4 4 ' S 0 1 ° 1 4 ' 4 6 " W 4 9 3 . 4 2 ' S 88°54'09" E 230.37' N 88°54'09" W 230.37' S 0 1 ° 0 3 ' 1 5 " W 10 0 . 5 7 ' ( M ) S 0 1 ° 3 6 ' 5 6 " W 1 3 8 . 5 6 ' S 0 2 ° 4 4 ' 0 9 " W 1 2 3 . 7 6 ' N 88°21'18" W 188.34' S 0 1 ° 1 5 ' 3 8 " W 2 6 2 . 9 2 ' S 89°03'22" E 208.24'S 88°56'49" E 200.00' S 89°03'11" E 437.26' N 0 2 ° 0 1 ' 1 8 " E 2 1 9 . 9 9 ' N 88°15'46" W 765.23' S 88°38'40" E 443.77' PASSING AT 25.00' 1/2" CIRS "RPLS 6484" N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' S 89°17'38" E 127.80' S 89°03'11" E 127.79' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CALLED 1.9280 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-107798 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "AAS RPLS 4857" PASSING AT 150.45' 1/2" IRF "ALLIANCE" A CALLED 1.609 ACRE TRACT SANGER ISD DOCUMENT NO. 95-0031638 O.R.D.C.T. PER DENTON COUNTY APPRAISAL DISTRICT PASSING AT 30.00' 1/2" CIRS "RPLS 6484" CENTERLINE ELEC. ESMT. VOL. 481, PG. 686 A CALLED 3.0720 ACRE TRACT (PER DENTON COUNTY APPRAISAL DISTRICT) CITY OF SANGER DEED NOT LISTED PASSING AT 183.22' "X" CUT FOUND P.O.B. CONC. MONUMENT FOUND N: 7181610.82 E: 2369446.04 25' R.O.W. DEDICATION (6,571 SQ.FT./0.151 ACRES) 30' 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 30' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25 ' 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE CONC. MONUMENT FOUND 20 ' B U I L D I N G L I N E 20' 20' BUILDING LINE 20 ' B U I L D I N G L I N E 20' 25 ' B U I L D I N G L I N E L1 L2 C 1 L3 L4 L5 C2 L6 C 3 L7 L8 C 4 L9 L10 L1 1 C5 L1 2 C 6 L13 C 7 L1 4 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH FIRE LANE EASEMENT (BY THIS PLAT) FIRE LANE EASEMENT (BY THIS PLAT) ACKER STREET (50' PUBLIC RIGHT OF WAY) BY USE AND OCCUPATION 50.0' NO R T H B E R R Y S T R E E T (P U B L I C R I G H T O F W A Y ) S 0 9 ° 4 9 ' 5 1 " E - 9 1 . 1 5 ' LONE STAR GAS ESMT. VOL. 600, PG. 44 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 25.0' 25.0' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CE N T E R L I N E O F N O R T H B E R R Y S T R E E T 25.0' R.O.W. DEDICATION (25' FROM CENTERLINE) (4,691 SQ.FT./0.108 ACRES) CE N T E R L I N E O F A C K E R S T R E E T 25' 60 . 0 ' 30 . 0 ' 30 . 0 ' CE N T E R L I N E O F N O R T H K E A T O N R O A D 30.00' 11.18' 5.52' N 0 0 ° 0 4 ' 1 9 " E 22 7 . 7 9 ' N 0 0 ° 5 3 ' 5 3 " E 21 0 . 9 2 ' N 0 1 ° 3 2 ' 5 1 " E 54 . 6 8 ' N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' 0 60 120 SCALE: 1" = 60' = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (R) (M) R.O.W. P.O.B. P.O.C. LEGEND VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com Distance marked as 292.92 in legal description. Please revise and verify 137 Item 8.