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06/10/2024-PZ-Agenda Packet-RegularPLANNING & ZONING COMMISSION MEETING AGENDA JUNE 10, 2024, 7:00 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 May 13, 2024 meeting. PUBLIC HEARING ITEMS 2. Conduct a public hearing on a request for the Replat of Blk 18 Lot 32, of the Hampton Addition, being .3213 acres located in the City of Sanger, generally located on the south side of Marshall Street and west of the intersection of Marshall and 5th Street. 3. Conduct a public hearing on an amendment to Ordinance No. 09-25-23 approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. ACTION ITEMS 4. Consideration and possible action on an amendment to Ordinance No. 09-25-23 approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. 1 5. Consideration and possible action on an amendment to Ordinance No. 09-25-23 approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. 6. Consideration and possible action on the Preliminary Plat of Sanger Circle Phase 7, being approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. 7. Consideration and possible action on the Preliminary 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. 8. Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1, being 27.18 acres described as A1241A TIERWESTER, TR 56, and A1241A TIERWESTER, TR 57(PT), OLD DCAD SHT 5, TR 6, located in the City of Sanger, and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. 9. Consideration and possible action on the Preliminary Plat of Lane Ranch, being approximately 303.412 acres of land described as A0029A R. BEEBE, TR 65(PT), OLD DCAD SHT 2, TR 4, A0029A R. BEEBE, TR 57, OLD DCAD SHT 2, TR 5, A0029A R. BEEBE, TR 60, OLD DCAD SHT 2, TR 7, A0029A R. BEEBE, TR 61, OLD DCAD SHT 2, TR 8, A0029A R. BEEBE, TR 56B, OLD DCAD SHT 2, TR 3, A0029A R. BEEBE, TR 56, OLD DCAD SHT 2, TR 3 within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. 10. Consideration and possible action on the Final Plat of Lane Ranch Phase 1, being approximately 43.821 acres of land described as A0029A R BEEBE, 65B, and A0029A R. BEEBE, TR 65(PT), OLD DCAD SHT 2, TR 4, within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. 11. Consideration and possible action on the Minor Plat of Real Sanger Park No. 2 Addition, being approximately 2.99 acres of land described as A0029A R. BEEBE, TR 18, OLD DCAD SHT 1, TR 39D, within the ETJ of the City of Sanger, generally located North of FM 455 W, and approximately 972 feet east of Union Hill Road. 12. Consideration and possible action on the Preliminary Plat of Sanger Industrial 2, being 93.159 acres of land described as A0029A R. BEEBE, TR 110, OLD DCAD SHT 3, TR 13, A0029A R. BEEBE, TR 111 TR 15, and A0029A R. BEEBE, TR 112, OLD DCAD SHT 3, TR 14, located in the City of Sanger, generally located east of Stemmons Freeway and approximately 938.8 feet south of Lois Road. 2 13. Consideration and possible action on the Water and Wastewater Improvements Impact Fee Analysis revision and update. FUTURE AGENDA ITEMS The purpose of this item is to allow the Chairman and Commissioners to bring forward items they wish to discuss at a future meeting, A Commissioner may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Commission or at the call of the Chairman. INFORMATIONAL ITEMS ADJOURN NOTE: The Commission reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION 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 June 7, 2024, at 10:30 AM /s/ Stefani Dodson Stefani Dodson, Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 3 PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Stefani Dodson, Secretary AGENDA ITEM: Consideration and possible action of the minutes from May 13, 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 May 13, 2024 4 Item 1. Planning and Zoning Minutes 05/13/24 Page 1 of 6 PLANNING & ZONING COMMISSION MEETING MINUTES MAY 13, 2024, 7:00 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 Stone called the Planning and Zoning meeting to order at 7:01 P.M BOARD MEMBERS PRESENT: Commissioner, Place 1 Shane Stone Commissioner, Place 2 Sally Amendola Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Allen McAlister Commissioner, Place 5 Jacob Gastelum BOARD MEMBERS ABSENT: Commissioner, Place 6 Jason Miller Commissioner, Place 7 Lisa Freeman STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds, Planning Technician Stefani Dodson, City Manager John Noblitt, and Secretary Shelley Warner INVOCATION AND PLEDGE CITIZENS COMMENTS No citizens came forward. CONSENT AGENDA 1. Consideration and possible action of the minutes from March 11, 2024, meeting. Commissioner Amendola makes a motion to approve the consent agenda. Commissioner McAlister seconded the motion. 5 Item 1. Planning and Zoning Minutes 05/13/24 Page 2 of 6 Voting Yea: Commissioner Stone, Commissioner Turner, and Commissioner Gastelum. The motion passes unanimously. PUBLIC HEARING ITEMS 2. Conduct a public hearing on an amendment to Ordinance No. 04-11-22 to extend the boundaries of Planned Development (PD 04-11-22) and rezone said tract from (A) Agricultural to PD Planned Development for approximately 21.17 acres of land described as A0029A R BEEBE, 65B, within the City of Sanger, and generally located south of FM 455 and east of Indian Lane, and to further amend certain requirements with the Planned Development. Director Hammonds explains that 65 notices were mailed with 4 responses returned (1-Yes; 3-Opposed). Christy Manny came forward to speak her concerns of water run-off to area properties. Director Hammonds responded that detention ponds will be constructed. Matt Jennings addressed the developer asking about the expected number of lots and the builders names. Developer Casey McGinnis came forward and addressed the questions. Commissioner Amendola inquired as to why construction materials changed and homes have shrunk. She also questioned the open space and dedicated parkland. Developer McGinnis responded “to keep a rural theme” and to maintain a quality product and affordability. The change increases the upkeep responsibility for the developer and less for the city. There were no more comments. Commissioner Stone closed the public hearing at 7:24 P.M. 3. Conduct a public hearing on a request for a Specific Use Permit (SUP) for a Solar Farm, located on approximately 25.35 acres of land described as A0029A R. BEEBE, TR 73, 25.35 ACRES, OLD DCAD SHT 3, TR 27, and generally located on the east side of Utility Rd. Director Hammonds presented the item noting the property is city-owned and zoned as agriculture and was a former landfill; 32 notices were mailed with 7 responses returned as all opposed. City Manager John Noblitt further presented items and continued discussions. He pointed out the purpose and benefits of the prospective project. Contracts 6 Item 1. Planning and Zoning Minutes 05/13/24 Page 3 of 6 are still under review and core sampling is still being performed. Changes are dependent on cell site. The city is still in the due diligence phase. Additional power is needed to maintain adequate coverage for large employee businesses. City Manager Noblitt seeks public opinion to present to the City Council. Commissioner Gastelum asked if a budget analysis had been performed. City Manager Noblitt responded the rate hold needs to be reviewed. Commissioner Turner inquired how many panels could be expected and how they be mounted. The City Manager replied that engineering is still in the works. Concrete structure mounts are planned. Commissioner Amendola asked about an environmental impact study. She also wanted to know why they are doing this now before studies are complete. City Manager Noblitt reiterated that this is only in the discussion and planning stages. Royce Bryan came forward and stated that he preferred to have additional housing that offers clean power and clean water. He further expressed his concerns about possible radiation emissions. City Manager Noblitt stated the city should not incur a cost. The facility and equipment would be maintained by American Energy Power Company (AEP). Commissioner Amendola asked if local businesses would benefit. City Manager Noblitt responded that it allows for a rate hold and ancillary costs are not expected. Mr. Royce mentioned he would like to reserve the land for other options. Ms. Muzairita addressed the board and is concerned with area noise and heat impact. She would like to see a tree buffer. City Manager Noblitt responded that screening would be installed. Citizen Shore Sherard-Temple expressed his opposition. He does not feel solar panels are the best use of the land; other options should be considered. He mentioned that other solar farms have not profited. Caroline Price explained her concerns and opposition pertaining to noise and potential health impacts. Her mother-in-law lives with her and this could affect her migraine issues. Cynthia Craig stated her concern with possible property value decreases and negative health emissions. 7 Item 1. Planning and Zoning Minutes 05/13/24 Page 4 of 6 Connie Sherman-Gonsalves expressed her opposition. She said that as a real estate agent, she cannot see the benefits to residents. She feels there will be a negative impact related to a decrease in property values. Tyler Dierolf addressed the Board with his concerns regarding health effects, sound frequency, increased traffic, and pregnancy issues. He wanted to know if there have been any other proposals for property use. City Manager Noblitt replied that no other interest has been expressed and access would be from the rail side and limited to maintenance. Commissioner Amendola had questions for City Manager Noblitt regarding erosion, sediment, and an impact study for property values. City Manager Noblitt responded the city has a “No Rise” policy. He further stated that the housing market is not stable at this time. There were no additional comments. The public hearing closed at 8:10 P.M. ACTION ITEMS 4. Consideration and possible action on the Final Plat of the Church Street Addition, being 1.01 acres described as A1241A TIERWESTER, TR 175, located in the City of Sanger, and generally located on the east side of South Stemmons Frwy at the intersection of I-35 Frontage Road and Church Street. Planning Technician Stefani Dodson presented the item and mentioned that all comments have been met at this point. She also stated staff recommended approval. Commissioner McAlister makes a motion to approve the final plat for Church Street Addition. Commissioner Turner seconded the motion. Voting Yea: Commissioner Stone, Commissioner Amendola, and Commissioner Gastelum. The motion passes unanimously. 5. Consideration and possible action on an amendment to Ordinance No. 04-11-22 to extend the boundaries of Planned Development (PD 04-11-22) and rezone said tract from (A) Agricultural to PD Planned Development for approximately 21.17 acres of land described as A0029A R BEEBE, 65B, within the City of Sanger, and generally located south of FM 455 and east of Indian Lane, and to further amend certain requirements with the Planned Development. Director Hammonds presented the item. The board had some discussion. 8 Item 1. Planning and Zoning Minutes 05/13/24 Page 5 of 6 Commissioner Amendola makes a motion to approve Ordinance No. 04-11-22. Commissioner Stone seconded the motion. Voting Yea: Commissioner Turner, Commissioner McAlister, and Commissioner Gastelum. The motion passes unanimously. 6. Consideration and possible action for a Specific Use Permit (SUP) for a Solar Farm, located on approximately 25.35 acres of land described as A0029A R. BEEBE, TR 73, 25.35 ACRES, OLD DCAD SHT 3, TR 27, and generally located on the east side of Utility Rd. Director Hammonds presented the item. Commissioner Amendola posed questions and concerns. She feels there is a lack of information as many citizens are concerned with impacts on health, noise, increased heat levels, and property values. City Manager Noblitt responded. Commissioner Gastelum makes a motion to deny the SUP for the solar farm. Commissioner Amendola seconded the motion. Voting Yea: Commissioner Stone, Commissioner Turner, Commissioner McAlister. The motion passes unanimously. 7. Consideration and possible action on the Preliminary Plat of Lane Ranch Phase 1, being approximately 43.821 acres of land described as A0029A R BEEBE, 65B, and A0029A R. BEEBE, TR 65(PT), 84.5014 ACRES, OLD DCAD SHT 2, TR 4, within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. Director Hammonds presented the item. She suggested the plat will need two points of ingress and egress. Follow-up with the final plat will be required. Director states staff recommends approval with conditions. Commissioner McAlister makes a motion to approve the Preliminary Plat for Lane Ranch Phase 1 with the condition all comments are met by City Council. Commissioner Gastelum seconded the motion. Voting Yea: Commissioner Turner, Commissioner Stone, and Commissioner Amendola. The motion passes unanimously. FUTURE AGENDA ITEMS No items were discussed. 9 Item 1. Planning and Zoning Minutes 05/13/24 Page 6 of 6 ADJOURN There being no further items Commissioner Stone adjourns the meeting at 8:23 P.M. 10 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for the Replat of Blk 18 Lot 32, of the Hampton Addition, being .3213 acres located in the City of Sanger, generally located on the south side of Marshall Street and west of the intersection of Marshall and 5th Street. SUMMARY:  The applicant is proposing to create 2 residential lots from 1 lot.  The site is zoned Single Family 10 (SF-10).  The lots will face Marshall Street  The lots will be a minimum of 70 feet wide and 101.06 deep with a minimum size of 0.162 acres  Staff mailed out 25 notices, and at the time of this report staff has received 1 response opposed.  The property is located in the City of Sanger. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 11 Item 2. 78476 57876 57893 57899 161909 145819 145814 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 5/24/2024, 7:17:45 AM 0 0.01 0.020 mi 0 0.01 0.020.01 km 1:564 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 12 Item 2. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on an amendment to Ordinance No. 09-25-23 approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. SUMMARY:  The applicant is proposing an amendment to the current PD No. 09-25-23.  The applicant is requesting in place of 25% of windows: o A side yard wall on a corner lot facing a street shall consist of at least 2 windows or doors totaling 25 square feet in aggregate area. o On corner lots, side yard fencing facing residential streets and the adjacent gate return, shall be a stained 6-foot-tall cedar board-on-board fence with a decorative top cap and metal posts. Posts and hardware shall be on the internal side of the fence and not viewed from the public ROW. o On corner lots, fencing facing a collector or arterial street shall be a 6-foot masonry wall with columns. o On corner lots, front fencing or gates that face a primary street shall be set back from the front façade a minimum of 10 feet but no more than 15 feet. o If a window of any size is not installed on the side of a house on a corner lot between the front build line and side yard fence return, shrubs of a minimum of 3 gallons in size shall be planted between front build line and fence return at a spacing of 4 feet on center. In addition, one 3-inch caliper eastern red cedar (Juniperus virginiana), or other evergreen tree species approved by the Director of Development Services, shall be planted at the longitudinal midpoint between the front build line and fence return.  The applicant is proposing a change in the house size: o The minimum air-conditioned area within each residence shall be 1,650 square feet. The Manor Lots shall place a limit of 20% of the total lot count to be below 2,000 square feet. No more than 10% shall be between 1,650 square feet to 1,800 square feet.  The applicant is proposing a change in the design elements for the garage: o Garages shall be a minimum of 400 square feet. Any garage facing a public street may not extend more than 15 feet beyond the house front or front porch, whichever is closer. On non-typical lots where site constraints are present, a variance to the maximum 15 feet. garage extension beyond house front may be approved by the Director of Development Services or through an alternative façade permit application by the City Council. 13 Item 3.  The applicant is proposing a new section VII Utilities and Equipment: o Electrical and gas utility meters and AC condensers should be unobtrusively located beyond the front or side street facade zone and screened from view from adjacent streets or common open spaces with landscaping or appropriate fencing. o Transformers on individual lots should be screened to minimize visual impact. o Satellite dishes and solar panels should be located in less conspicuous locations and out of view from adjacent streets or common open spaces when possible. o Antennas should be located inside the building when possible. o Solar panels, when visible from the front, should be flush with the roof. o All public utility easements (PUE) shall be a minimum of 15 feet in width. All franchise utility easements (FUE) shall be a minimum of 10 feet in width.  Staff mailed out 33 notices and has received one response in Favor. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 14 Item 3. 672753 672755 238328 672752 672754 1004126 1004098 1004147 1004112 1004130 1004105 1004139 1004119 1008437 238323 238324 238326 238327 238325 672757 672756 238333 238336 238335 238334 672759 672758 238337 238338 1004127 251768 732361 732332 732331 732337 732360 732339 732338 732362 732363 1003945 100801910039481003943 1004156 1004004 1004066 1004161 1004000 1003980 1004060 1003928 1004062 1003994 1003921 1004010 1004059 1004071 1004069 1003998 1004068 1004007 1004067 1004009 1003985 1003924 1003982 1004008 1004063 1004006 1004072 1004061 1004002 1004005 1004070 1004003 1003989 1003976 1004017 1004084 1003917 1004078 1004034 1004083 1004079 1004029 1004028 1004015 1003914 1004025 1004032 1003991 1004077 1004027 1003911 1003957 1004026 1004013 1004016 1004075 10040741004085 1004018 1004080 10040761004030 1004073 1004082 1004081 1004023 1004086 266024 60262 185207 732340 732342 1014117 75838 732341 1003329 60111 1003328 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/6/2024, 1:14:50 PM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 15 Item 3. 78476 57876 57893 57899 161909 145819 145814 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 5/24/2024, 7:17:45 AM 0 0.01 0.020 mi 0 0.01 0.020.01 km 1:564 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 16 Item 4. 70.15' 70.00' 70.00' 0.162 OF AN ACRE 0.163 OF AN ACRE N 87°13'37" W 140.15' S 0 2 ° 0 6 ' 0 4 " W 1 0 1 . 0 6 ' S 87°13'53" E 140.22' N 0 2 ° 0 3 ' 5 8 " E 1 0 1 . 0 5 ' 70.22' 1   ƒ       (         LOT 32R-1 LOT 32R-2 (S O U T H 1 0 0 . 0 ' ) (WEST 140.0') (EAST 140.0')NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT JOHN SPRINGER, ACTING HEREI BY AND TROUGH ITS DULY SPRINGER FAMILY RENTALS, LTD., THROUGH ITS DULY SWORN RESPRESENTATIVE, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS REPLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS LOT 32R-1 AND LOT 32R-2, BLOCK 18 OF HAMPTON'S ADDITION (LOT/BLOCK/SUBDIVISION), AN ADDITION TO THE CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS, THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREES THAT HE/SHE SHALL MAINTAIN ALL EASEMENTS AND FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL CONDITION AT ALL TIMES IN ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. WITNESS MY HAND THIS _________ DAY OF _________, 20____. ___________________________________________________________ A REPRESENTATIVE OF SPRINGER FAMILY RENTALS, LTD. 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 _________, 20____. _____________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES _____________________. JOB NO. 23227 DATE: 05/14/2024 DRAWN BY: JAW/JET III SCALE: 1" = 10' PAGE: 1 OF 1 STATE OF TEXAS COUNTY OF DENTON I, THE UNDERSIGNED, OWNER OF THE LAND SHOWN ON THIS PLAT WITHIN THE AREA DESCRIBED BY METES AND BOUNDS AS FOLLOWS: FIELD NOTES TO ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE H. TIERWESTER SURVEY, ABSTRACT NUMBER 1241, IN THE CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING A PART OF LOT 32, BLOCK 18, OF HAMPTON'S ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN VOLUME 75, PAGE 84, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, AND ALL OF A TRACT OF LAND DESCRIBED IN THE DEED TO SPRINGER FAMILY RENTALS, LTD. AS RECORDED IN DOCUMENT NUMBER 2021-216962 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN “X” FOUND FOR CORNER AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT THE NORTHEAST CORNER OF SAID LOT 32, IN THE SOUTH LINE OF MARSHALL STREET A CALLED 50 FOOT WIDE RIGHT OF WAY AND IN THE WEST LINE OF 5TH STREET A CALLED 60 FOOT WIDE RIGHT OF WAY; THENCE SOUTH 02 DEGREES 06 MINUTES 04 SECONDS WEST, WITH THE EAST LINE OF SAID LOT 32 AND WITH THE WEST RIGHT OF WAY LINE OF SAID 5TH STREET A DISTANCE OF 101.06 FEET TO AN “X” FOUND FOR CORNER (LABELED 4857; TYPICAL) FOR CORNER IN THE WEST RIGHT OF WAY LINE OF 5TH STREET, AT THE SOUTHEAST CORNER OF SAID LOT 32, AND AT THE NORTHEAST CORNER OF SAID LOT 31A, BLOCK 18 OF A REPLAT OF HAMPTON'S ADDITION, AN ADDITION IN THE CITY OF SANGER ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET G, PAGE 89 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 87 DEGREES 13 MINUTES 37 SECONDS WEST WITH THE SOUTH LINE OF SAID LOT 32 A DISTANCE OF 140.15 FEET TO A CAPPED IRON ROD SET FOR CORNER (LABELED 4857; TYPICAL); THENCE NORTH 02 DEGREES 03 MINUTES 58 SECONDS EAST A DISTANCE OF 101.05 FEET TO A CAPPED IRON ROD SET FOR CORNER IN THE NORTH LINE OF SAID LOT 32 AND IN THE SOUTH RIGHT OF WAY LINE OF SAID MARSHALL STREET; THENCE SOUTH 87 DEGREES 13 MINUTES 53 SECONDS EAST WITH THE NORTH LINE OF SAID LOT 32 A DISTANCE OF 140.22 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.325 OF AN ACRE OF LAND, MORE OR LESS. 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 FAX. 940-665-9106 TBPLS FIRM NO. 10048000 N 0'10'20' REPLAT OF A PART LOT 32, BLOCK 18, HAMPTON'S ADDITION 0.325 OF AN ACRE (LOT 32R-1 0.162 ACRES) (LOT 32R-2 0.163 ACRES) IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 1 INCH = 10 FEET LEGEND = PROPERTY CORNER = BENCHMARK = TELEPHONE/UTILITY RISER = BURIED CABLE MARKER = TELEPHONE MANHOLE = POWER/UTILITY POLE = LIGHT POLE = GUY WIRE = ELECTRIC VAULT = ELECTRIC TRANSFORMER = WATER METER = WATER VALVE (TR/UR) (BCM) (TMH) (PP/UP) (LP) (GUY) (VLT) (TRAN) (WM) (WV) CIRF IRF CIRS MFCP WFCP ( ) POB R.O.W. = CAPPED IRON ROD FOUND = CAPPED IRON ROD SET = METAL FENCE CORNER POST = METAL FENCE CORNER POST = PLAT/DEED CALLS = POINT OF BEGINNING = RIGHT-OF-WAY = IRON ROD FOUND = ASPHALT SURFACE = CONCRETE SURFACE = GRAVEL SURFACE EASEMENT LINES = DEED/LOT LINES = FENCE LINES = ADJOINER LINES = XXX OVERHEAD UTILITY = ASPHALT ROAD = OHU LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = OWNER: SPRINGER FAMILY RENTALS, LTD. P.O. BOX 248 SANGER, TEXAS 76266 JOHN SPRINGER (940) 458-7758 APPROVED AND ACCEPTED _________________________________________________________ CHAIRMAN, PLANNING & ZONING COMMISSION DATE CIT OF SANGER _________________________________________ ________________ MAYOR DATE CITY OF SANGER, TX _______________________________________________ CITY SECRETARY CITY OF SANGER DATE SURVEYOR: JOHN THOMSPON 111 N. DIXON ST GAINESVILLE, TX 76240 (940) 665-9105 JT@ALLAMERICANSURVEYING.COM VICINITY MAP (NOT TO SCALE) N CITY OF SANGER DENTON COUNTY,TEXAS I-35 WOOD ST. 5TH S T R E E T FR E E S E D R . N 1 S T S T . S 1 S T S T . 2 N D S T . 3 R D S T . 4 T H S T . DUCK CREEK RD. HOLT ST. N K E A T O N D R . T E XA S UTILITIES: WATER: CITY OF SANGER (940) 458-7930 502 ELM ST. P.O. BOX 1729, SANGER, TX 76266 ELECTRIC: CITY OF SANGER (940) 458-2064 202 RAILROAD AVE. P.O. BOX 1729, SANGER, TX 76266 SEWER: CITY OF SANGER (940) 458-2571 P.O. BOX 1729, SANGER, TX 76266 STATE OF TEXAS COUNTY OF DENTON I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE ON THE GROUND UNDER MY SUPERVISION. ___________________________________________________________ ______________ REGISTERED PUBLIC LAND SURVEYOR TEXAS R.P.L.S. NO.4857 DATE BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 20____. _____________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES _____________________. MARSHALL STREET H.T I E R W E S T E R SURVE Y , A - 1 2 4 1 5T H S T R E E T CIRS CIRS "X"FND "X"FND LOT 3 1 A , B L O C K 1 8 REPLA T O F L O T 3 1 HAMPT O N ' S A D D I T I O N DOC.N O . 1 9 8 7 - 3 1 1 4 2 P.R.D . C . T . LOT 3 1 B , B L O C K 1 8 REPLA T O F L O T 3 1 HAMPT O N ' S A D D I T I O N DOC.N O . 1 9 8 7 - 3 1 1 4 2 P.R.D . C . T . A.P.O . LOT 3 2 , B L O C K 1 8 HAMPT O N ' S A D D I T I O N VOL.7 5 . , P G . 8 4 P.R.D . C . T . PCLO 1 1 1 1 2 3 L L C DOC.N O . 2 0 2 3 - 1 2 7 1 2 1 O.P.R . C . D . T . CLOSURE RUN *----------------------------------------------------------------------------- *PREPARED BY: ALL AMERICAN SURVEYING *ROUTINE: REDUCE MAP CHECK FILE COORD FILE: 23227.CRD 1/16/24 14:27:10 *INPUT SCALE FACTOR: 1.000000000 OUTPUT SCALE FACTOR: 1.000000000 *----------------------------------------------------------------------------- CORRECT ENDING COORDINATES, NORTH: 7179483.53800 EAST: 2373419.33100 ENDING COORDINATES, NORTH: 7179483.53773 EAST: 2373419.33939 ERROR, N: -0.00027 E: 0.00839 TOTAL: 0.00839 BRG: N 88°08'50"W DISTANCE TRAVERSED: 482.48000 CLOSURE: 57476 NO ADJUSTMENT BEARING DISTANCE NORTHING EASTING POINT ID 7179483.53800 2373419.33100 400 S 02°06'04"W 101.06000 7179382.54594 2373415.62583 401 N 87°13'37"W 140.15000 7179389.32641 2373275.63994 402 N 02°03'58"E 101.05000 7179490.31072 2373279.28306 403 S 87°13'53"E 140.22000 7179483.53773 2373419.33939 404 APPROX: SQ. FEET: 14164.96077 ACRES: 0.32518 BLOCK 1 8 STANDARD NOTES: 1)“ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.” 2)“THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE.” 3)“ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY’S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY.” 4)“NOTICE – SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.” 5)“THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY.” 6)“MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE THE 100 YEAR FLOOD PLAIN.” 7)“THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100 – YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0210G, DATED 4-18-11, OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS.” 8)“THE PURPOSE OF THIS PLAT IS TO REPLAT LOT 32, LOCK 18 OF HAMPTON'S ADDITION INTO TWO (2) LOTS. 9)“BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD ‘83)” 17 Item 4. 18 Item 4. 19 Item 4. May 21, 2023 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Hampton Addition - Replat Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Replat for Hampton’s Addition. The submittal was prepared by All American Surveying and was received May 16, 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. Replat Plat 1. Remove the closure report from the plat. This will be accepted as the closure report; however it does not need to be shown on the filed plat. 2. Provide missing property lines per Denton CAD. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 20 Item 4. 70.15' 70.00' 70.00' 0.162 OF AN ACRE 0.163 OF AN ACRE N 87°13'37" W 140.15' S 0 2 ° 0 6 ' 0 4 " W 1 0 1 . 0 6 ' S 87°13'53" E 140.22' N 0 2 ° 0 3 ' 5 8 " E 1 0 1 . 0 5 ' 70.22' 1   ƒ       (         LOT 32R-1 LOT 32R-2 (S O U T H 1 0 0 . 0 ' ) (WEST 140.0') (EAST 140.0')NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT JOHN SPRINGER, ACTING HEREI BY AND TROUGH ITS DULY SPRINGER FAMILY RENTALS, LTD., THROUGH ITS DULY SWORN RESPRESENTATIVE, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS REPLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS LOT 32R-1 AND LOT 32R-2, BLOCK 18 OF HAMPTON'S ADDITION (LOT/BLOCK/SUBDIVISION), AN ADDITION TO THE CITY OF SANGER, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER BY FEE SIMPLE TITLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, ALL STREETS, THOROUGHFARES, ALLEYS, FIRE LANES, DRIVE AISLES, PARKS, AND WATERCOURSES, AND TO THE PUBLIC USE FOREVER EASEMENTS FOR SIDEWALKS, STORM DRAINAGE FACILITIES, UTILITIES AND ANY OTHER PROPERTY NECESSARY TO SERVE THE PLAT AND TO IMPLEMENT THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS AND OTHER CITY CODES AND DO HEREBY BIND OURSELVES, OUR HEIRS, SUCCESSORS AND ASSIGNS TO WARRANT AND TO FOREVER DEFEND THE TITLE ON THE LAND SO DEDICATED. FURTHER, THE UNDERSIGNED COVENANTS AND AGREES THAT HE/SHE SHALL MAINTAIN ALL EASEMENTS AND FACILITIES IN A STATE OF GOOD REPAIR AND FUNCTIONAL CONDITION AT ALL TIMES IN ACCORDANCE WITH CITY CODES AND REGULATIONS. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE INSTALLED, IF APPROVED BY THE CITY OF SANGER. THE CITY OF SANGER AND PUBLIC UTILITY ENTITIES SHALL HAVE THE RIGHT TO ACCESS AND MAINTAIN ALL RESPECTIVE EASEMENTS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING PERMISSION FROM ANYONE. WITNESS MY HAND THIS _________ DAY OF _________, 20____. ___________________________________________________________ A REPRESENTATIVE OF SPRINGER FAMILY RENTALS, LTD. 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 _________, 20____. _____________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES _____________________. JOB NO. 23227 DATE: 05/14/2024 DRAWN BY: JAW/JET III SCALE: 1" = 10' PAGE: 1 OF 1 STATE OF TEXAS COUNTY OF DENTON I, THE UNDERSIGNED, OWNER OF THE LAND SHOWN ON THIS PLAT WITHIN THE AREA DESCRIBED BY METES AND BOUNDS AS FOLLOWS: FIELD NOTES TO ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE H. TIERWESTER SURVEY, ABSTRACT NUMBER 1241, IN THE CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING A PART OF LOT 32, BLOCK 18, OF HAMPTON'S ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN VOLUME 75, PAGE 84, OF THE DEED RECORDS OF DENTON COUNTY, TEXAS, AND ALL OF A TRACT OF LAND DESCRIBED IN THE DEED TO SPRINGER FAMILY RENTALS, LTD. AS RECORDED IN DOCUMENT NUMBER 2021-216962 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN “X” FOUND FOR CORNER AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT THE NORTHEAST CORNER OF SAID LOT 32, IN THE SOUTH LINE OF MARSHALL STREET A CALLED 50 FOOT WIDE RIGHT OF WAY AND IN THE WEST LINE OF 5TH STREET A CALLED 60 FOOT WIDE RIGHT OF WAY; THENCE SOUTH 02 DEGREES 06 MINUTES 04 SECONDS WEST, WITH THE EAST LINE OF SAID LOT 32 AND WITH THE WEST RIGHT OF WAY LINE OF SAID 5TH STREET A DISTANCE OF 101.06 FEET TO AN “X” FOUND FOR CORNER (LABELED 4857; TYPICAL) FOR CORNER IN THE WEST RIGHT OF WAY LINE OF 5TH STREET, AT THE SOUTHEAST CORNER OF SAID LOT 32, AND AT THE NORTHEAST CORNER OF SAID LOT 31A, BLOCK 18 OF A REPLAT OF HAMPTON'S ADDITION, AN ADDITION IN THE CITY OF SANGER ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET G, PAGE 89 OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS; THENCE NORTH 87 DEGREES 13 MINUTES 37 SECONDS WEST WITH THE SOUTH LINE OF SAID LOT 32 A DISTANCE OF 140.15 FEET TO A CAPPED IRON ROD SET FOR CORNER (LABELED 4857; TYPICAL); THENCE NORTH 02 DEGREES 03 MINUTES 58 SECONDS EAST A DISTANCE OF 101.05 FEET TO A CAPPED IRON ROD SET FOR CORNER IN THE NORTH LINE OF SAID LOT 32 AND IN THE SOUTH RIGHT OF WAY LINE OF SAID MARSHALL STREET; THENCE SOUTH 87 DEGREES 13 MINUTES 53 SECONDS EAST WITH THE NORTH LINE OF SAID LOT 32 A DISTANCE OF 140.22 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.325 OF AN ACRE OF LAND, MORE OR LESS. 111 N. DIXON ST. GAINESVILLE, TX 76240 PH. 940-665-9105 FAX. 940-665-9106 TBPLS FIRM NO. 10048000 N 0'10'20' REPLAT OF A PART LOT 32, BLOCK 18, HAMPTON'S ADDITION 0.325 OF AN ACRE (LOT 32R-1 0.162 ACRES) (LOT 32R-2 0.163 ACRES) IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 1 INCH = 10 FEET LEGEND = PROPERTY CORNER = BENCHMARK = TELEPHONE/UTILITY RISER = BURIED CABLE MARKER = TELEPHONE MANHOLE = POWER/UTILITY POLE = LIGHT POLE = GUY WIRE = ELECTRIC VAULT = ELECTRIC TRANSFORMER = WATER METER = WATER VALVE (TR/UR) (BCM) (TMH) (PP/UP) (LP) (GUY) (VLT) (TRAN) (WM) (WV) CIRF IRF CIRS MFCP WFCP ( ) POB R.O.W. = CAPPED IRON ROD FOUND = CAPPED IRON ROD SET = METAL FENCE CORNER POST = METAL FENCE CORNER POST = PLAT/DEED CALLS = POINT OF BEGINNING = RIGHT-OF-WAY = IRON ROD FOUND = ASPHALT SURFACE = CONCRETE SURFACE = GRAVEL SURFACE EASEMENT LINES = DEED/LOT LINES = FENCE LINES = ADJOINER LINES = XXX OVERHEAD UTILITY = ASPHALT ROAD = OHU LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = OWNER: SPRINGER FAMILY RENTALS, LTD. P.O. BOX 248 SANGER, TEXAS 76266 JOHN SPRINGER (940) 458-7758 APPROVED AND ACCEPTED _________________________________________________________ CHAIRMAN, PLANNING & ZONING COMMISSION DATE CIT OF SANGER _________________________________________ ________________ MAYOR DATE CITY OF SANGER, TX _______________________________________________ CITY SECRETARY CITY OF SANGER DATE SURVEYOR: JOHN THOMSPON 111 N. DIXON ST GAINESVILLE, TX 76240 (940) 665-9105 JT@ALLAMERICANSURVEYING.COM VICINITY MAP (NOT TO SCALE) N CITY OF SANGER DENTON COUNTY,TEXAS I-35 WOOD ST. 5TH S T R E E T FR E E S E D R . N 1 S T S T . S 1 S T S T . 2 N D S T . 3 R D S T . 4 T H S T . DUCK CREEK RD. HOLT ST. N K E A T O N D R . T E XA S UTILITIES: WATER: CITY OF SANGER (940) 458-7930 502 ELM ST. P.O. BOX 1729, SANGER, TX 76266 ELECTRIC: CITY OF SANGER (940) 458-2064 202 RAILROAD AVE. P.O. BOX 1729, SANGER, TX 76266 SEWER: CITY OF SANGER (940) 458-2571 P.O. BOX 1729, SANGER, TX 76266 STATE OF TEXAS COUNTY OF DENTON I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE ON THE GROUND UNDER MY SUPERVISION. ___________________________________________________________ ______________ REGISTERED PUBLIC LAND SURVEYOR TEXAS R.P.L.S. NO.4857 DATE BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON II, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ___ DAY OF _________, 20____. _____________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES _____________________. MARSHALL STREET H.T I E R W E S T E R SURVE Y , A - 1 2 4 1 5T H S T R E E T CIRS CIRS "X"FND "X"FND LOT 3 1 A , B L O C K 1 8 REPLA T O F L O T 3 1 HAMPT O N ' S A D D I T I O N DOC.N O . 1 9 8 7 - 3 1 1 4 2 P.R.D . C . T . LOT 3 1 B , B L O C K 1 8 REPLA T O F L O T 3 1 HAMPT O N ' S A D D I T I O N DOC.N O . 1 9 8 7 - 3 1 1 4 2 P.R.D . C . T . A.P.O . LOT 3 2 , B L O C K 1 8 HAMPT O N ' S A D D I T I O N VOL.7 5 . , P G . 8 4 P.R.D . C . T . PCLO 1 1 1 1 2 3 L L C DOC.N O . 2 0 2 3 - 1 2 7 1 2 1 O.P.R . C . D . T . CLOSURE RUN *----------------------------------------------------------------------------- *PREPARED BY: ALL AMERICAN SURVEYING *ROUTINE: REDUCE MAP CHECK FILE COORD FILE: 23227.CRD 1/16/24 14:27:10 *INPUT SCALE FACTOR: 1.000000000 OUTPUT SCALE FACTOR: 1.000000000 *----------------------------------------------------------------------------- CORRECT ENDING COORDINATES, NORTH: 7179483.53800 EAST: 2373419.33100 ENDING COORDINATES, NORTH: 7179483.53773 EAST: 2373419.33939 ERROR, N: -0.00027 E: 0.00839 TOTAL: 0.00839 BRG: N 88°08'50"W DISTANCE TRAVERSED: 482.48000 CLOSURE: 57476 NO ADJUSTMENT BEARING DISTANCE NORTHING EASTING POINT ID 7179483.53800 2373419.33100 400 S 02°06'04"W 101.06000 7179382.54594 2373415.62583 401 N 87°13'37"W 140.15000 7179389.32641 2373275.63994 402 N 02°03'58"E 101.05000 7179490.31072 2373279.28306 403 S 87°13'53"E 140.22000 7179483.53773 2373419.33939 404 APPROX: SQ. FEET: 14164.96077 ACRES: 0.32518 BLOCK 1 8 STANDARD NOTES: 1)“ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF THE ZONING DISTRICT.” 2)“THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE.” 3)“ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA/POA. ANY COMMON AREA WITHIN THE CITY’S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY.” 4)“NOTICE – SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.” 5)“THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY.” 6)“MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE THE 100 YEAR FLOOD PLAIN.” 7)“THE SUBJECT PROPERTY DOES NOT LIE WITHIN A 100 – YEAR FLOODPLAIN ACCORDING TO COMMUNITY PANEL NO. 48121C0210G, DATED 4-18-11, OF THE NATIONAL FLOOD INSURANCE RATE MAPS FOR DENTON COUNTY, TEXAS.” 8)“THE PURPOSE OF THIS PLAT IS TO REPLAT LOT 32, LOCK 18 OF HAMPTON'S ADDITION INTO TWO (2) LOTS. 9)“BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD ‘83)” Will accept this as a closure report. Please remove this from the plat for filing Missing adjacent lot lines per Denton CAD 21 Item 4. 22 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on an amendment to Ordinance No. 09-25-23 approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. SUMMARY:  The applicant is proposing an amendment to the current PD No. 09-25-23.  The applicant is requesting in place of 25% of windows: o A side yard wall on a corner lot facing a street shall consist of at least 2 windows or doors totaling 25 square feet in aggregate area. o On corner lots, side yard fencing facing residential streets and the adjacent gate return, shall be a stained 6-foot-tall cedar board-on-board fence with a decorative top cap and metal posts. Posts and hardware shall be on the internal side of the fence and not viewed from the public ROW. o On corner lots, fencing facing a collector or arterial street shall be a 6-foot masonry wall with columns. o On corner lots, front fencing or gates that face a primary street shall be set back from the front façade a minimum of 10 feet but no more than 15 feet. o If a window of any size is not installed on the side of a house on a corner lot between the front build line and side yard fence return, shrubs of a minimum of 3 gallons in size shall be planted between front build line and fence return at a spacing of 4 feet on center. In addition, one 3-inch caliper eastern red cedar (Juniperus virginiana), or other evergreen tree species approved by the Director of Development Services, shall be planted at the longitudinal midpoint between the front build line and fence return.  The applicant is proposing a change in the house size: o The minimum air-conditioned area within each residence shall be 1,650 square feet. The Manor Lots shall place a limit of 20% of the total lot count to be below 2,000 square feet. No more than 10% shall be between 1,650 square feet to 1,800 square feet.  The applicant is proposing a change in the design elements for the garage: o Garages shall be a minimum of 400 square feet. Any garage facing a public street may not extend more than 15 feet beyond the house front or front porch, whichever is closer. On non-typical lots where site constraints are present, a variance to the maximum 15 feet. garage extension beyond house front may be approved by the Director of Development Services or through an alternative façade permit application by the City Council. 23 Item 4.  The applicant is proposing a new section VII Utilities and Equipment:  Electrical and gas utility meters and AC condensers should be unobtrusively located beyond the front or side street facade zone and screened from view from adjacent streets or common open spaces with landscaping or appropriate fencing.  Transformers on individual lots should be screened to minimize visual impact.  Satellite dishes and solar panels should be located in less conspicuous locations and out of view from adjacent streets or common open spaces when possible.  Antennas should be located inside the building when possible.  Solar panels, when visible from the front, should be flush with the roof.  All public utility easements (PUE) shall be a minimum of 15 feet in width. All franchise utility easements (FUE) shall be a minimum of 10 feet in width.  Staff mailed out 33 notices and has received one response in Favor. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Application Letter of Intent Original Approved PD Proposed Amended PD Response Form- Favor 24 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on an amendment to Ordinance No. 09-25-23 approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. SUMMARY:  The applicant is proposing an amendment to the current PD No. 09-25-23.  The applicant is requesting in place of 25% of windows: o A side yard wall on a corner lot facing a street shall consist of at least 2 windows or doors totaling 25 square feet in aggregate area. o On corner lots, side yard fencing facing residential streets and the adjacent gate return, shall be a stained 6-foot-tall cedar board-on-board fence with a decorative top cap and metal posts. Posts and hardware shall be on the internal side of the fence and not viewed from the public ROW. o On corner lots, fencing facing a collector or arterial street shall be a 6-foot masonry wall with columns. o On corner lots, front fencing or gates that face a primary street shall be set back from the front façade a minimum of 10 feet but no more than 15 feet. o If a window of any size is not installed on the side of a house on a corner lot between the front build line and side yard fence return, shrubs of a minimum of 3 gallons in size shall be planted between front build line and fence return at a spacing of 4 feet on center. In addition, one 3-inch caliper eastern red cedar (Juniperus virginiana), or other evergreen tree species approved by the Director of Development Services, shall be planted at the longitudinal midpoint between the front build line and fence return.  The applicant is proposing a change in the house size: o The minimum air-conditioned area within each residence shall be 1,650 square feet. The Manor Lots shall place a limit of 20% of the total lot count to be below 2,000 square feet. No more than 10% shall be between 1,650 square feet to 1,800 square feet.  The applicant is proposing a change in the design elements for the garage: o Garages shall be a minimum of 400 square feet. Any garage facing a public street may not extend more than 15 feet beyond the house front or front porch, whichever is closer. On non-typical lots where site constraints are present, a variance to the maximum 15 feet. garage extension beyond house front may be approved by the Director of Development Services or through an alternative façade permit application by the City Council. 25 Item 5.  The applicant is proposing a new section VII Utilities and Equipment:  Electrical and gas utility meters and AC condensers should be unobtrusively located beyond the front or side street facade zone and screened from view from adjacent streets or common open spaces with landscaping or appropriate fencing.  Transformers on individual lots should be screened to minimize visual impact.  Satellite dishes and solar panels should be located in less conspicuous locations and out of view from adjacent streets or common open spaces when possible.  Antennas should be located inside the building when possible.  Solar panels, when visible from the front, should be flush with the roof.  All public utility easements (PUE) shall be a minimum of 15 feet in width. All franchise utility easements (FUE) shall be a minimum of 10 feet in width.  Staff mailed out 33 notices and has received one response in Favor. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Application Letter of Intent Original Approved PD Proposed Amended PD Response Form- Favor 26 Item 5. 672753 672755 238328 672752 672754 1004126 1004098 1004147 1004112 1004130 1004105 1004139 1004119 1008437 238323 238324 238326 238327 238325 672757 672756 238333 238336 238335 238334 672759 672758 238337 238338 1004127 251768 732361 732332 732331 732337 732360 732339 732338 732362 732363 1003945 100801910039481003943 1004156 1004004 1004066 1004161 1004000 1003980 1004060 1003928 1004062 1003994 1003921 1004010 1004059 1004071 1004069 1003998 1004068 1004007 1004067 1004009 1003985 1003924 1003982 1004008 1004063 1004006 1004072 1004061 1004002 1004005 1004070 1004003 1003989 1003976 1004017 1004084 1003917 1004078 1004034 1004083 1004079 1004029 1004028 1004015 1003914 1004025 1004032 1003991 1004077 1004027 1003911 1003957 1004026 1004013 1004016 1004075 10040741004085 1004018 1004080 10040761004030 1004073 1004082 1004081 1004023 1004086 266024 60262 185207 732340 732342 1014117 75838 732341 1003329 60111 1003328 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/6/2024, 1:14:50 PM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 27 Item 5. 28 Item 5. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 May 13, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Amended Zoning for PD 09-25-23 Sanger Circle Ph 7 Sanger, Texas Dear Ramie: Please accept this Letter of Intent to Amend the current PD zoning of Sanger Circle Ph 7 located at the northeastern intersection of Bridle Path and Avion Drive in Sanger. The property is approximately 14.908 acres consisting of one (1) property owner – Sanger Land Development, LLC. This tract is currently open pastureland with no tree cover. The purpose of this request is to amend the current zoning from existing PD 09-25-23 to an Amended PD. The Cities Future Land Use Plan identifies this area as Medium Density Residential. The proposed PD would modify the current zoning minimum home size and allow for changes to the City of Sanger Exterior Façade Design Criteria. The owner for this submittal is Mr. Jonathan Wang with Sanger Land Development, LLC. If you have any other questions or would like additional information regarding our submittal, please contact myself at 972-393-9800 or Mr. Wang at 214-316-2256. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 29 Item 5. Ordinance – 04-05-23 – 902 N Stemmons Frwy – Zoning Change Page 1 of 2 CITY OF SANGER, TEXAS ORDINANCE 09-25-23 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, REGARDING AMENDING THE ZONING MAP FOR APPROXIMATELY 14.908 ACRES OF LAND DESCRIBED AS A0029A R BEEBE, 72B(2A); FROM (PD-TH) PLANNED DEVELOPMENT-TOWNHOME TO (PD-SF-1) PLANNED DEVELOPMENT-SINGLE FAMILY 1; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE IN ACCORDANCE WITH SECTION 1.109 OF THE CODE OF ORDINANCE FOR VIOLATIONS; AND PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City of Sanger (the “City”) is a home rule municipality regulated by state law and Charter; and WHEREAS, the City Council finds it necessary for the public health, safety, and welfare that development occur in a controlled and orderly manner; and WHEREAS, the Planning and Zoning Commission on August 14, 2023, duly covered and conducted public hearing for the purpose of assessing a request for amendment to the Zoning Map, recommending approval for the hereinafter described property; and WHEREAS, all requests for amendment to the Zoning Map were duly filed with the City of Sanger, Texas, concerning the hereinafter described property; and WHEREAS, the following provision of proper legal notice requirements, including written notice to owners within 200 feet of the subject property, were made in the time and manner prescribed by law; and WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest of the citizens of Sanger. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That the legal description of the tracts zoned herein is generally described as A0029A R. BEEBE, TR 72B(2A). SECTION 2. That the subject property described in Section 1 and further described through metes and bounds in Exhibit A, and generally located on the west side of Marion approximately 820 feet south of the intersection of Marion Road and Huling Road is rezoned from 30 Item 5. Ordinance – 04-05-23 – 902 N Stemmons Frwy – Zoning Change Page 2 of 2 (PD-TH) Planned Development-Townhome to (PD-SF1) Planned Development-Single Family 1 as illustrated in Exhibit B and the conceptual plan as illustrated in Exhibit C. SECTION 3. That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 4. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 5. Any person, firm or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in The Code of Ordinances, Section 1.109 General Penalty for Violations of Code. SECTION 6. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 5th day of September 2023. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 31 Item 5. STATE OF TEXAS COUNTY OF DENTON All that certain lot, tract, or parcel of land, being part of the Reuben Bebee Survey , Abstract No. 29, Denton County, Texas, and being part of that certain called 223.35 acre tract described in a deed from North Park Estates Trust to Sanger Land Development LLC on February 15, 2019, recorded in Denton County Clerk’s File No. (DCCFN) 2019- 16167 of the Official Public Records of Denton County, Texas, and being more completely described as follows, to - wit: BEGINNING at a ½” iron rod (set) for the Northeast terminus of Imperial Drive as shown on the plat of Sanger Circle, Phase 6B, recorded in DCCFN 2022-196, in the North line of the above mentioned 223.35 acre tract, in the South line of the STC Group Miller, LLC 202.69 acre tract recorded in DCCFN 2021 -00195695; THENCE South 88 deg. 57 min. 33 sec. East with the South line of the 202.69 acre tract, the South line of Lot 4, Block 1 of Abney Acres, as shown by plat of same recorded in Volume M, Page 64 of the Plat Records of Denton County, Texas (PRDCT), the North line of the 223.35 acre tract, a distance of 578.77 ft. to a 3” pipe fence corner post (found) for the Northeast corner of same, the Northwest corner of the Lou Henry Cooper 9.297 acre tract recorded in Volume 1005, Page 253; THENCE southerly and generally with a fence, with the East line of the 223.35 acre tract, the West line of th e 9.297 acre tract as follows: South 04 deg. 47 min. 03 sec. East a distance of 112.59 ft. to a fence corner (found) for corner, South 11 deg. 23 min. 10 sec. East a distance of 163.10 ft. to a x-tie fence corner (found) for corner, South 21 deg. 46 min. 43 sec. East a distance of 229.34 ft. to a 3" bois d’arc fence corner (found) for corner, South 32 deg. 44 min. 55 sec. East a distance of 131.51 ft. to a 15” twin bois d’arc tree for corner, South 52 deg. 50 min. 26 sec. East a distance of 158.27 ft. to a 12” triple bois d’arc tree for corner, and South 59 deg. 39 min. 33 sec. East a distance of 353.99 ft. to a mag nail (set) for an angle corner of the 223.35 acre tract, the South corner of the 9.297 acre tract, near the centerline of Marion Road; THENCE South 01 deg. 23 min. 45 sec. West with the centerline of Marion Road, the East line of the 223.35 acre tract, a distance of 129.75 ft. to a mag nail (set) for the Northeast corner of 0.152 acre right of way dedication shown on the plat of Sanger Circle, Phase 6A, recorded in Document No. 2022-200, PRDCT; THENCE North 88 deg. 35 min. 48 sec. West with the North line of the 0.152 acre right of way, at 39.97 ft. pass a ½” iron rod (found) for the Northwest of same, the Northeast corner of Block B of Sanger Circle, Phase 6A, and continue a total distance of 462.87 ft. to a ½” iron rod (found) for corner at the p.c. of a curve to the right; THENCE westerly with the North line of Block B, with a curve to the right having a radius of 1279.78 ft., a chord of North 84 deg. 47 min. 59 sec. West - 175.39 ft., a distance of 175.53 ft. to a ½” iron rod (found) for corner at the p.t. of same; THENCE North 80 deg. 58 min. 56 sec. West with the North line of Block B, a distance of 96.57 ft. to a ½” iron rod (set) for corner in the East right of way of Olivia Lane and a curve to the left; THENCE with the East right of way of Olivia Lane, with a curve to the left having a radius of 320.00 ft., a chord of North 04 deg. 12 min. 32 sec. West - 40.48 ft., a distance of 40.51 ft. to a ½” iron rod (set) for corner, the Northeast terminus of Olivia Lane; THENCE South 82 deg. 09 min. 16 sec. West with the North terminus of Oliva Lane, a distance of 50.00 ft. to a ½” iron rod (set) for corner at the Northwest terminus of same, in a curve to the right; 32 Item 5. THENCE with the West right of way of Olivia Lane, with a curve to the right having a radius of 270.00 ft., a chord of South 05 deg. 06 min. 28 sec. East - 25.68 ft., a distance of 25.69 ft. to a ½” iron rod (set) for the Northeast corner of Block C; THENCE with the Northeast line of Block C, North 80 deg. 57 min. 30 sec. West a distance of 121.87 ft. to a ½” iron rod (set) for and angle corner and North 21 deg. 42 min. 05 sec. West a distance of 139.82 ft. to a ½” iron rod (set) for the North corner of Block C, in the Southeast right of way of Bridle Pat h, in a curve to the right; THENCE northeasterly with the Southeast right of way of Bridle Path, with a curve to the right having a radius of 250.00 ft., a chord of North 64 deg. 43 min. 00 sec. East - 31.30 ft., a distance of 31.32 ft. to a ½” iron rod (set) for corner at the p.t. of same; THENCE North 68 deg. 18 min. 20 sec. East with the Southeast right of way of Bridle Path, a distance of 125.76 ft. to a ½” iron rod (set) for corner at the Southeast terminus of same; THENCE North 21 deg. 41 min. 40 sec. West with the Northeast terminus of Bridal Path, a distance of 50.00 ft. to a ½” iron rod (set) for the North corner of same; THENCE South 68 deg. 18 min. 20 sec. West with the Northwest right of way of Bridal Path, a distance of 125.76 ft. to a ½” iron rod (set) for corner at the p.c. of a curve to the left; THENCE southwesterly with the Northwest right of way of Bridal Path, with a curve to the left having a radius of 300.00 ft., a chord of South 65 deg. 19 min. 04 sec. West - 31.29 ft., a distance of 31.30 ft. to a ½” iron rod (found) for corner, the Southeast corner of Block F of Sanger Circle, Phase 6B; THENCE North 21 deg. 42 min. 05 sec. West with the East line of Block F, a distance of 639.54 ft. to a ½” iron rod (found) for the Northeast corner of same, in the South right of way of Imperial Drive; THENCE South 88 deg. 57 min. 33 sec. East with the South right of way of Imperial Lane, a distance of 26.01 ft. to a ½” iron rod (set) for corner at the Southeast terminus of same; THENCE northerly with the East right of way of Imperial Drive as follows: North 01 deg. 02 min. 27 sec. East with a distance of 50.00 ft. to a ½” iron rod (set) for corner, North 88 deg. 57 min. 33 sec. West a distance of 8.93 ft. to a ½” iron rod (set) for corner, North 43 deg. 57 min. 33 sec. West a distance of 21.21 ft. to a ½” iron rod (set) for corner, and North 01 deg. 02 min. 27 sec. East a distance of 105.00 ft. to the place of begin ning, containing 14.908 acres or 649,410 square feet of land. 33 Item 5. EXHIBIT B 34 Item 5. 35 Item 5. 36 Item 5. 37 Item 5. EXHIBIT C 38 Item 5. 39 Item 5. SANGER CIRCLE PH 7 PD SUMMARY Purpose Statement - To rezone approximately 14.908 acres from PD 09-25-23 to an Amended PD for the property described by metes and bounds on Exhibit “A” (the “Property”) of this PD Ordinance. Development and use of the Property shall comply with the Sanger Zoning Ordinance as it existed on the date of its adoption on August 3, 1987 and subsequent amended (the "The Zoning Ordinance") and this PD ordinance. In the event of a conflict between the Zoning Ordinance and this PD Ordinance, this PD ordinance shall control. PROPOSED USES Single Family (14.908 Acres) 14.908 acres are proposed as single family detached uses. The gross density is 4.3 units/acre. COMMUNITY FEATURES A mandatory homeowners association shall be established to own and maintain the private open spaces, common areas, greenbelts and all private landscape improvements. Private trails and sidewalks shall be constructed within a pedestrian access easement and owned and maintained by the HOA. RESIDENTIAL LAND USES I. Lot Sizes, Setbacks, etc. for Single Family Detached. Except as otherwise provided below, detached single family residences shall comply with Section 53, “R-1” RESIDENTIAL DISTRICT -1 of the Zoning Ordinance, subject to the following changes: A. Minimum Lot Width, Depth, and Size. The Manor Lots (50’ X 120’): The minimum lot width shall be 50 feet. The minimum lot depth shall be 120 feet. The minimum lot size shall be 6,000 square feet. 40 Item 5. 2 B. Minimum House Size. The minimum air-conditioned area within each residence shall be 1,650 square feet. The Manor Lots shall place a limit of 20% of the total lot count to be below 2,000 square feet. No more than 10% shall be between 1,650 square feet to 1,800 square feet. C. Maximum Height. The maximum building height shall be 2 stories or 35 feet. D. Front Yard Setback. The minimum front yard building setback shall be twenty-five feet (25’). Front porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the front yard a maximum of five feet (5’). E. Side Yard Setback. The minimum side yard building setback shall be five feet (5’) on each side. A side yard adjacent to a street on a corner lot shall always have a minimum ten-foot (10’) side yard building setback. F. Rear Yard Setback. The minimum rear yard building setback shall be twenty feet (20’) from the rear facade of the residence (excluding porches and projecting architectural features) to the rear lot line. Porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the rear yard a maximum of five feet (5’). G. Maximum Lot Coverage. The maximum lot coverage will be 65% for any residential lot. H. Garages. An enclosed parking area of at least four hundred square feet shall be provided for a garage (this does not count towards the minimum house size). The face of a garage door must be located at least 20 feet from the street right-of-way line that the garage door faces. The garage door does not have to be behind the street facing façade of the house. Split garage doors with a separate door for each vehicle bay are not required. I. Design Elements All residential dwellings will meet the City of Sanger Exterior Façade Design Criteria Manual as adopted on October 7, 2019, except as noted below: 1.3 Garages shall be a minimum of 400 square feet. Any garage facing a public street may not extend more than 15 feet beyond the house front or front porch, whichever is closer. On non-typical lots where site constraints are present, a variance to the maximum 15 feet 41 Item 5. 3 garage extension beyond house front may be approved by the Director of Development Services or through an alternative façade permit application by the City Council. 1.4 All walls, except gabled roof areas, which are on the front façade and face a street other than an alley must contain at least 25% of the wall space in windows and doors. The garage door shall count as a “door” towards the 25% requirement. In lieu of side yard walls on corner lots requiring windows and doors comprising of 25% of the wall space, a corner lot shall comply with the following: 1. A side yard wall on a corner lot facing a street shall consist of at least 2 windows or doors totaling 25 square feet in aggregate area. 2. On corner lots, side yard fencing facing residential streets and the adjacent gate return, shall be a stained 6-foot-tall cedar board-on-board fence with a decorative top cap and metal posts. Posts and hardware shall be on the internal side of the fence and not viewed from the public ROW. 3. On corner lots, fencing facing a collector or arterial street shall be a 6-foot masonry wall with columns. 4. On corner lots, front fencing or gates that face a primary street shall be set back from the front façade a minimum of 10 feet but no more than 15 feet. 5. If a window of any size is not installed on the side of a house on a corner lot between the front build line and side yard fence return, shrubs of a minimum of 3 gallons in size shall be planted between front build line and fence return at a spacing of 4 feet on center. In addition, one 3-inch caliper eastern red cedar (Juniperus virginiana), or other evergreen tree species approved by the Director of Development Services, shall be planted at the longitudinal midpoint between the front build line and fence return. II. General Conditions. A. For the purposes of determining compliance with the lot width requirements, lot widths shall be measured at the rear of the required front yard setback as shown on the Final Plats. B. Sidewalks may be located outside of the public right-of-way if located within an adjacent open space lot with a pedestrian access easement to provide for meandering sidewalks and trails that may be located within adjacent common area lots or to preserve existing trees along perimeter roads. 42 Item 5. 4 III. Residential Single Family Detached Landscape Requirements. Except as otherwise provided below, landscape requirements shall comply with Section 48, Landscape Regulations of the Zoning Ordinance, subject to the following changes: The following requirements apply to single family residential development: A. Each single-family residence shall have an irrigation system in the front yard and street corner side yard with a freeze sensor regulator shut off. . B. Each Home lot shall have a minimum of two shade trees that are at least three inches in caliper planted. The trees shall be planted in the front and rear yard. If the lot fronts or sides onto a common area lot, the front yard requirement may be satisfied with the trees located in the adjacent greenspace. No other front yard or side yard tree planting requirement shall apply. C. All required trees shall be selected from a tree list approved during the Preliminary Plat stage. D. Each Home lot shall have a minimum of twelve (12) shrubs placed in the front yard. Individual shrubs shall be a minimum of three (3) gallons in size when planted. IV. Open Space (1.437 Acres) A. Common areas shall include small open spaces as shown on the Concept Plan. Small Open Spaces shall be connected with sidewalks to be a comprehensive pedestrian system. Common areas will abut a public street right-of-way in at least one location with a sidewalk connection. B. All interior residential street rights-of-way shall be improved with sidewalks that are a minimum of four feet in width and (1) constructed by the homebuilders at the time of adjacent house construction; or (2) constructed by the developer for all non-buildable lots. All sidewalks along Collector and Arterial Road frontages are to be five feet in width. V. Fencing Requirements A. Floodplain, parks, open spaces, right-of- way shall be exempt from the screening requirements in this Section; however, tubular steel fencing may be installed in these areas at the developer's option. B. Homebuilder side yard and back yard fencing on residential lots shall be a maximum of six feet in height and shall be setback a minimum of five feet from the front building line shown on the Concept Plan. 43 Item 5. 5 C. Fencing on all residential lots abutting an open space lot or greenbelt shall be restricted to tubular steel painted black. No solid fencing other than a brick and/or stone masonry courtyard wall under 42 inches shall be permitted abutting an open space lot or greenbelt; however, landscape borders, included trimmed hedges, are permitted. VI. Street Typology A. Standard curbs will be required adjacent to streets abutting all residential lot types unless otherwise approved by the City’s engineering department. B. Streets fronting open space lots must have standard curbs adjacent to the common area lot. Streets adjacent to common area lots may provide for on-street parking. In addition, the street faces adjacent to open spaces near the flood plain will have a maintenance access location. C. Developer shall work with City to determine the location and number of stop signs within the subdivision and speed limits to facilitate traffic calming and maximum the benefit from the pedestrian system. VII. Utilities and Equipment A. Electrical and gas utility meters and AC condensers should be unobtrusively located beyond the front or side street facade zone and screened from view from adjacent streets or common open spaces with landscaping or appropriate fencing. B. Transformers on individual lots should be screened to minimize visual impact. C. Satellite dishes and solar panels should be located in less conspicuous locations and out of view from adjacent streets or common open spaces when possible. D. Antennas should be located inside the building when possible. E. Solar panels, when visible from the front, should be flush with the roof. F. All public utility easements (PUE) shall be a minimum of 15 feet in width. All franchise utility easements (FUE) shall be a minimum of 10 feet in width. VIII. Home Variety A. Detached home designs with the same or similar facade, materials, or colors should be separated by a minimum of three lots on the same side of the street and should not be located directly across or diagonally across the street from each other. B. If a detached home plan is repeated on an adjacent lot, it should be elevated with a different architectural style or two of the following three elevation changes - brick color, roof color, or flipped plan. 44 Item 5. STATE OF TEXAS COUNTY OF DENTON All that certain lot, tract, or parcel of land, being part of the Reuben Bebee Survey, Abstract No. 29, Denton County, Texas, and being part of that certain called 223.35 acre tract described in a deed from North Park Estates Trust to Sanger Land Development LLC on February 15, 2019, recorded in Denton County Clerk’s File No. (DCCFN) 2019- 16167 of the Official Public Records of Denton County, Texas, and being more completely described as follows, to- wit: BEGINNING at a ½” iron rod (set) for the Northeast terminus of Imperial Drive as shown on the plat of Sanger Circle, Phase 6B, recorded in DCCFN 2022-196, in the North line of the above mentioned 223.35 acre tract, in the South line of the STC Group Miller, LLC 202.69 acre tract recorded in DCCFN 2021-00195695; THENCE South 88 deg. 57 min. 33 sec. East with the South line of the 202.69 acre tract, the South line of Lot 4, Block 1 of Abney Acres, as shown by plat of same recorded in Volume M, Page 64 of the Plat Records of Denton County, Texas (PRDCT), the North line of the 223.35 acre tract, a distance of 578.77 ft. to a 3” pipe fence corner post (found) for the Northeast corner of same, the Northwest corner of the Lou Henry Cooper 9.297 acre tract recorded in Volume 1005, Page 253; THENCE southerly and generally with a fence, with the East line of the 223.35 acre tract, the West line of the 9.297 acre tract as follows: South 04 deg. 47 min. 03 sec. East a distance of 112.59 ft. to a fence corner (found) for corner, South 11 deg. 23 min. 10 sec. East a distance of 163.10 ft. to a x-tie fence corner (found) for corner, South 21 deg. 46 min. 43 sec. East a distance of 229.34 ft. to a 3" bois d’arc fence corner (found) for corner, South 32 deg. 44 min. 55 sec. East a distance of 131.51 ft. to a 15” twin bois d’arc tree for corner, South 52 deg. 50 min. 26 sec. East a distance of 158.27 ft. to a 12” triple bois d’arc tree for corner, and South 59 deg. 39 min. 33 sec. East a distance of 353.99 ft. to a mag nail (set) for an angle corner of the 223.35 acre tract, the South corner of the 9.297 acre tract, near the centerline of Marion Road; THENCE South 01 deg. 23 min. 45 sec. West with the centerline of Marion Road, the East line of the 223.35 acre tract, a distance of 129.75 ft. to a mag nail (set) for the Northeast corner of 0.152 acre right of way dedication shown on the plat of Sanger Circle, Phase 6A, recorded in Document No. 2022-200, PRDCT; THENCE North 88 deg. 35 min. 48 sec. West with the North line of the 0.152 acre right of way, at 39.97 ft. pass a ½” iron rod (found) for the Northwest of same, the Northeast corner of Block B of Sanger Circle, Phase 6A, and continue a total distance of 462.87 ft. to a ½” iron rod (found) for corner at the p.c. of a curve to the right; THENCE westerly with the North line of Block B, with a curve to the right having a radius of 1279.78 ft., a chord of North 84 deg. 47 min. 59 sec. West - 175.39 ft., a distance of 175.53 ft. to a ½” iron rod (found) for corner at the p.t. of same; THENCE North 80 deg. 58 min. 56 sec. West with the North line of Block B, a distance of 96.57 ft. to a ½” iron rod (set) for corner in the East right of way of Olivia Lane and a curve to the left; THENCE with the East right of way of Olivia Lane, with a curve to the left having a radius of 320.00 ft., a chord of North 04 deg. 12 min. 32 sec. West - 40.48 ft., a distance of 40.51 ft. to a ½” iron rod (set) for corner, the Northeast terminus of Olivia Lane; THENCE South 82 deg. 09 min. 16 sec. West with the North terminus of Oliva Lane, a distance of 50.00 ft. to a ½” iron rod (set) for corner at the Northwest terminus of same, in a curve to the right; EXHIBIT A 45 Item 5. THENCE with the West right of way of Olivia Lane, with a curve to the right having a radius of 270.00 ft., a chord of South 05 deg. 06 min. 28 sec. East - 25.68 ft., a distance of 25.69 ft. to a ½” iron rod (set) for the Northeast corner of Block C; THENCE with the Northeast line of Block C, North 80 deg. 57 min. 30 sec. West a distance of 121.87 ft. to a ½” iron rod (set) for and angle corner and North 21 deg. 42 min. 05 sec. West a distance of 139.82 ft. to a ½” iron rod (set) for the North corner of Block C, in the Southeast right of way of Bridle Path, in a curve to the right; THENCE northeasterly with the Southeast right of way of Bridle Path, with a curve to the right having a radius of 250.00 ft., a chord of North 64 deg. 43 min. 00 sec. East - 31.30 ft., a distance of 31.32 ft. to a ½” iron rod (set) for corner at the p.t. of same; THENCE North 68 deg. 18 min. 20 sec. East with the Southeast right of way of Bridle Path, a distance of 125.76 ft. to a ½” iron rod (set) for corner at the Southeast terminus of same; THENCE North 21 deg. 41 min. 40 sec. West with the Northeast terminus of Bridal Path, a distance of 50.00 ft. to a ½” iron rod (set) for the North corner of same; THENCE South 68 deg. 18 min. 20 sec. West with the Northwest right of way of Bridal Path, a distance of 125.76 ft. to a ½” iron rod (set) for corner at the p.c. of a curve to the left; THENCE southwesterly with the Northwest right of way of Bridal Path, with a curve to the left having a radius of 300.00 ft., a chord of South 65 deg. 19 min. 04 sec. West - 31.29 ft., a distance of 31.30 ft. to a ½” iron rod (found) for corner, the Southeast corner of Block F of Sanger Circle, Phase 6B; THENCE North 21 deg. 42 min. 05 sec. West with the East line of Block F, a distance of 639.54 ft. to a ½” iron rod (found) for the Northeast corner of same, in the South right of way of Imperial Drive; THENCE South 88 deg. 57 min. 33 sec. East with the South right of way of Imperial Lane, a distance of 26.01 ft. to a ½” iron rod (set) for corner at the Southeast terminus of same; THENCE northerly with the East right of way of Imperial Drive as follows: North 01 deg. 02 min. 27 sec. East with a distance of 50.00 ft. to a ½” iron rod (set) for corner, North 88 deg. 57 min. 33 sec. West a distance of 8.93 ft. to a ½” iron rod (set) for corner, North 43 deg. 57 min. 33 sec. West a distance of 21.21 ft. to a ½” iron rod (set) for corner, and North 01 deg. 02 min. 27 sec. East a distance of 105.00 ft. to the place of beginning, containing 14.908 acres or 649,410 square feet of land. 46 Item 5. 1 Ramie Hammonds From:Alora Martin <aloram@outlook.com> Sent:Thursday, June 6, 2024 8:31 AM To:Ramie Hammonds Subject:{External} 24SANZON-0011 47 Item 5. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Sanger Circle Phase 7, being approximately 14.908 acres of land described as A0029A R. BEEBE, TR 72B(2A), within the City of Sanger, and generally located on the west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. SUMMARY:  The applicant proposes creating 63 residential lots, including 1 HOA lot.  The development will have access from Bridle Path Lane and Enclave Drive.  This development is located in the City of Sanger.  The property will be served by City of Sanger Water, Sewer and CoServ Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Engineering Comments 48 Item 6. 672753 672755 238328 672752 672754 1004126 1004098 1004147 1004112 1004130 1004105 1004139 1004119 1008437 238323 238324 238326 238327 238325 672757 672756 238333 238336 238335 238334 672759 672758 238337 238338 1004127 251768 732361 732332 732331 732337 732360 732339 732338 732362 732363 1003945 100801910039481003943 1004156 1004004 1004066 1004161 1004000 1003980 1004060 1003928 1004062 1003994 1003921 1004010 1004059 1004071 1004069 1003998 1004068 1004007 1004067 1004009 1003985 1003924 1003982 1004008 1004063 1004006 1004072 1004061 1004002 1004005 1004070 1004003 1003989 1003976 1004017 1004084 1003917 1004078 1004034 1004083 1004079 1004029 1004028 1004015 1003914 1004025 1004032 1003991 1004077 1004027 1003911 1003957 1004026 1004013 1004016 1004075 10040741004085 1004018 1004080 10040761004030 1004073 1004082 1004081 1004023 1004086 266024 60262 185207 732340 732342 1014117 75838 732341 1003329 60111 1003328 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/6/2024, 1:14:50 PM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 49 Item 6. 50 Item 6. 51 Item 6. 52 Item 6. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 May 13, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Preliminary Plat for Sanger Circle Phase 7 Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the Preliminary Plat for Sanger Circle Phase 7. The property is approximately 14.908 acres owned by Sanger Land Development LLC. This tract is currently zoned PD 09-25-23 and contains open pastureland with no tree cover. The civil engineering plans for this tract have been previously submitted and are under review by the city and its consultants. The property will be serviced by CoServ electric, and an Availability letter is part of this submittal. The purpose of this plat is to subdivide the property into 63 residential lots and two HOA lots. This tract is the last phase of the Sanger Circle Development. We are the applicants for this submittal and Mr. Jonathan Wang is the owner. We request that the plat be reviewed and considered by the appropriate approval body. If you have any other questions or would like additional information regarding our submittal, please contact myself at 972-393-9800 or Mr. Wang at 214-316-2256. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 53 Item 6. May 29, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Sanger Circle Phase 7 Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Sanger Circle Phase 7. The submittal was prepared by Middleton and Associates, LLC and was dated May 15, 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. Cover 1. For clarity remove numbers as they are not used as identifiers on the sheets Preliminary Plat Comments 1. Provide an additional drainage easement for the proposed swale shown in the grading plan. Grading Plan/Grading Details Comments 1. Flume invert does not match the contours. 2. For clarity, be consistent with the naming convention of the flume in the detail and profile. Storm Drain Detail Comments 1. Provide a Y inlet detail Sanitary Sewer Plan and Profiles Comments 1. Line 1 does not meet TCEQ standards for water crossings. Specify how TCEQ will be met. 54 Item 6. Ms. Ramie Hammonds July 14, 2023 Page 2 of 2 If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 55 Item 6. 56 Item 6. Provide Easement for swale 57 Item 6. 58 Item 6. Elevation does not match contours. Reconcile. Flume 1? (profile name) 59 Item 6. Provide Easement for drainage swale Verify that this is the detail and profile for the flume on sheet G1. Be consistent with naming convention 60 Item 6. Provide y inlet detail 61 Item 6. Water crossings do not meet TCEQ standard of minimum 9' clearance 62 Item 6. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Oasis at Sanger Addition, being approximately 4.135 acres of land described as A0029A R. BEEBE, OLD DCAD SHT 2, TR 5, within the City of Sanger, generally located north of McReynolds Road, and approximately 790 feet east of Lake Ridge Drive. SUMMARY:  The applicant is proposing to create 82 multi-family dwellings.  The property is under the Lake Ridge Estates Planned Development PD-05-06-18.  The development will have access from McReynolds Road.  The property will be served by City of Sanger Water, Sewer, and Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 63 Item 7. 179677 270804 60061 699345270814 270808 270812 768468768467 270798 270815 768466 270806 768465 726939 768469 768470 60054 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/5/2024, 10:18:17 AM 0 0.03 0.060.01 mi 0 0.05 0.10.03 km 1:2,257 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 64 Item 7. 65 Item 7. 66 Item 7. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 May 13, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Preliminary Plat for the Oasis at Sanger Addition 4.135 Acres, McReynolds Road Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the Preliminary Plat for the Oasis at Sanger Addition. The property is approximately 4.135 acres owned by SKY110 Land Holdings I, LLC. This tract is located along McReynolds Road just east of the Lake Ridge subdivision and is currently open pastureland with no tree cover. The purpose of this plat is to preliminary plat the property for development of an apartment complex consisting of 82 units. This tract is part of the Lake Ridge PD Ordinance No. 05-06-18. We are the applicants for this submittal and Mr. Iqbal Mutabana is the owner. We request that the plat be reviewed and considered by the appropriate approval body. If you have any other questions or would like additional information regarding our submittal, please contact me at 972-393-9800 or Mr. Mutabana at 617-417-1014. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 67 Item 7. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 05/29/24 1st REVIEW COMMENTS – Preliminary Plat – Oasis at Sanger Addition The request is for a Final Plat of Lane Ranch Final, being approximately 4.13 acres in the REUBEN BEBEE SURVEY , ABST. NO 29, prepared by Middleton & Associates, Inc., submitted on 05/15/24. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. USPS Postmaster approved location of mailboxes. 2. Set back lines. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 10, 2024, and the City Council meeting on Monday, July 1, 2024. 68 Item 7. May 27, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Oasis at Sanger Addition Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for the Oasis at Sanger. The submittal was prepared by Middleton and Associates, LLC and was dated May 15, 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. Preliminary Plat Comments 1. Dedicate the fire lane as an access/water easement per 10.105(5)(C). 2. Show the full sewer easement to be dedicated by separate instrument. 3. Provide additional water easement per the utility plans. 4. Provide a preliminary grading plan to give more detail about the site drainage. The FF Elevation given is much lower than the existing grade and adjacent to the floodplain. Preliminary Utility Plan Comments 1. Provide additional water easement. See plan comment. 2. Eight-inch (8") diameter and larger mains shall be installed in zoning districts commonly referred to as “commercial”, “industrial,” or “multifamily” per ordinance 10.106(e)(2)(B). Preliminary Drainage Area Map Comments 1. Provide a grading plan and demonstrate that the FF is at least 2' above the existing floodplain. 2. The given Finished floor is =/-10' below existing grade. it appears that a retaining wall is necessary. 3. Will additional drainage easement be required for grading around the proposed storm outfalls? Provide more information. 69 Item 7. Ms. Ramie Hammonds July 14, 2023 Page 2 of 2 4. Note that Final Plat acceptance will require further analysis of pre and post project conditions. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 70 Item 7. Dedicate as an access/utility easement per 10.105(5)(C) Show full lengh of easement to be dedicated by separate instrument Minimum FF is much lower than existing. Provide a 71 Item 7. Eight-inch (8") diameter and larger mains shall be installed in zoning districts commonly referred to as “commercial”, “industrial,” or “multifamily” 10.106(e)(2)(B) provide additional water line easement 72 Item 7. 73 Item 7. What will be the grading requirements around prop. Headwalls? may require additional easement dedication Note that Final Plat acceptance will require further analysis of pre and post project conditions. -Provide a grading plan to demonstrate that the FF is at least 2' above the existing floodplain. -The given Finished floor is =/-10' below existing grade. it appears that a retaining wall is necessary. 74 Item 7. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1, being 27.18 acres described as A1241A TIERWESTER, TR 56, and A1241A TIERWESTER, TR 57(PT), OLD DCAD SHT 5, TR 6, located in the City of Sanger, and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. SUMMARY:  This is phase 1 of a multi-phase development  Applicant is platting Block A, Lots 4-14, and Block B, Lots 2-5  The proposed lots will be developed as commercial lots including a grocery site, with one being developed as a self-storage.  These lots will have frontage along N Stemmons, W Chapman Dr, a newly developed street, and internal drive aisles 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 75 Item 8. 965729 1009031 771364 75856 745854 976406 1009030 776578 56513 245456 56521 776535 245457 56524 245458 56518 1004350 745212 243327 1009032 776571 959789 1033424 60333 776551 56452 203994 56479 309668 116937 56470 775099 1030385 84586 253746 238298 233824 245455 245452 245453 245454 1009038 56374 677065 184931 56489 24.8 Acres 6,342.7 Feet Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/5/2024, 10:38:48 AM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 76 Item 8. CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL LOT 1 BLOCK A FOODMAKER ADDITION CABINET P, PG. 105 P.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 7 4 5 1 4 O. R . D . C . T . LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . ACCESS DRIVEWAY, UTILITY & SIGNAGE EASEMENT - ANNEX "4" VOLUME 4132, PAGE 140, O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 1 7 2 4 1 1 O. R . D . C . T . CIRSCIRSCIRS 5/8" CIRF "TXDOT" CIRS RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1/2" IRF CIRS 1/2" CIRF "ISBELL ENGINEERING" "X" CUT SET 5/8" CIRF "TXDOT" HARTIN TRIANGLE TRUST VOLUME 2431, PAGE 147 O.R.D.C.T. EAGLE FARMS INC DOC. NO. 2022-3692 O.R.D.C.T. SA N G E R W E S T B O U L E V A R D RI G H T - O F - W A Y V A R I E S CALLED 95 ACRES JACKSON JAY MARSHALL & JOSEPH WILLIAM MARSHALL DOC. NO. 2013-133569 O.R.D.C.T. CALLED 5 ACRES ALBERT W. KEITH (NO RECORD FOUND) CALLED 1.86 ACRES JOHN W. PORTER DOC. NO. 96R0026290 R.P.R.D.C.T. 1/2" IRF CIRS LOT 1R, BLOCK 1 O'REILLY ADDITION DOC. NO. 2020-71 P.R.D.C.T. POB CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. BLOCK A SANGER EXCHANGE WEST SECITION ONE CAB. E, PG. 280 P.R.D.C.T. CL CL CL CL CL CL CL CL 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. CALLED 0.0832 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. LOT 1 LOT 2 STATE OF TEXAS DOC. NO. 2021-67745 O.R.D.C.T. CALLED 0.5258 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. 10'X10' WE (BTP) LOT 5 1.53 ACRES 66,478 SQ.FT.LOT 2 5.88 ACRES 256,276 SQ.FT. BLOCK A CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. 15' ALL PURPOSE & ACCESS EASEMENT CABINET E, PG. 280 P.R.D.C.T. RIGHT-OF-WAY EASEMENT CITY OF SANGER VOLUME 1716, PG. 400, R.P.R.D.C.T. ABANDONED BY DOC. NO. ___________ O.R.D.C.T. 30' ACCESS & UTILITY EASEMENT CAB. Y, PG. 669 P.R.D.C.T. 30' ACCESS & UTILITY EASEMENT CAB. U, PG. 76 P.R.D.C.T. IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y V A R I E S S T R E E T N A M E 6 0 ' R I G H T - O F - W A Y EXCHANGE DRIVE 50' RIGHT-OF-WAY 194.58' S 0 8 ° 5 7 ' 3 8 " W 2 4 7 . 9 2 ' S 1 8 ° 4 8 ' 2 5 " W 1 9 8 . 8 2 ' N 70 ° 4 0 ' 5 2 " W 1 9 6 . 8 0 ' S 0 1 ° 2 6 ' 2 3 " W 1 8 0 . 6 0 ' N 0 0 ° 5 8 ' 4 7 " E 2 5 0 . 6 4 ' N 0 1 ° 0 4 ' 5 2 " W 2 4 3 . 2 8 ' S 0 1 ° 0 4 ' 5 2 " E 2 4 8 . 3 9 ' S 88°33'08" E 1029.50' S 88°33'08" E 297.86' S 88°37'24" E 393.13' S 0 1 ° 1 9 ' 3 0 " W 5 8 4 . 6 0 ' 21 5 . 5 6 ' L1 L4 L5 L6 N 88°58'10" W 1041.96' 1. 2 2 ' 2. 0 0 ' 25 0 . 6 4 ' 24 8 . 3 9 ' 35 2 . 7 4 ' 1038.38' 138.97' L3 C1 C2 10'X10' WE (BTP) WE (BTP) S 0 1 ° 2 4 ' 3 7 " W 14 7 . 2 1 ' L77.5' ELECTRIC & COMMUNICATION EASEMENT CAB. Y, PG. 294 P.R.D.C.T. 10' DRAINAGE EASEMENT CAB. Y, PG. 294 PR.D.C.T. 20' UTILITY EASEMENT CAB. F, PG. 80 P.R.D.C.T. PO S T E D K I E T H D R I V E VA R I A B L E W I D T H P R I V A T E G R A V E L D R I V E FARM TO MARKET NO. 455 RIGHT-OF-WAY VARIES CIRS FROM WHICH A 5/8" CIRF "TXDOT" BEARS N 88°51'38" W, 2.00' N 88°21'17" W 221.87' 15' SSE (BTP) 10'X10' WE (BTP) PFH LOCATION N 88°36'29" W 419.32' 56.54' 3.58' 254.36' CIRS 10'X10' WE (BTP) 10'X10' WE (BTP) 5/8" IRF 5/8" CIRF "TXDOT"5/8" CIRF "TXDOT" C3 C4 L8 13 4 . 0 7 ' LOT 10 0.91 ACRES 39,698 SQ.FT. LOT 9 0.86 ACRES 37,482 SQ.FT. LOT 8 2.40 ACRES 104,598 SQ.FT. LOT 7 5.16 ACRES 224,838 SQ.FT. LOT 6 2.25 ACRES 98,807 SQ.FT.LOT 4 3.07 ACRES 133,690 SQ.FT. LOT 11 0.93 ACRES 40,411 SQ.FT. LOT 12 0.89 ACRES 38,927 SQ.FT. LOT 13 1.03 ACRES 44,728 SQ.FT. LOT 14 1.38 ACRES 60,040 SQ.FT. N 1 3 ° 0 3 ' 2 4 " E 4 7 3 . 1 5 ' S 71 ° 5 5 ' 1 0 " E 2 7 2 . 3 7 ' S 75°3 6 ' 3 8 " E 2 7 0 . 8 6 ' N 75° 3 7 ' 5 3 " W 2 3 3 . 0 2 ' 83 . 5 8 ' 66 . 8 5 ' 18 4 . 9 6 ' 22 1 . 3 5 ' 16 4 . 0 1 ' 152.14'69.73' CIRS 43 . 9 0 ' 15 6 . 4 0 ' 31 . 0 2 ' 14 7 . 2 8 ' 10 9 . 3 2 ' 15 3 . 2 4 ' 45 . 5 8 ' 31 . 7 6 ' S 75°3 8 ' 5 9 " E 2 4 6 . 0 7 ' CIRS L2 HENRY TIE R W E S T E R S U R V E Y , ABSTRACT N O . 1 2 4 1 WE (BTP) DE (BTP) 22.5' DE (BTP) 15' DE (BTP) 15' DE (BTP) DE (BTP) 26' FLMAUDE (BTP) 15' WE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) RIGHT-OF-WAY DEDICATION 0.89 ACRES 38,789 SQ.FT. S 88°37'28" E 384.75' N 75° 3 3 ' 3 7 " W 2 2 0 . 5 8 ' 116.78' N 88°34'22" W 101.58'N 73 ° 0 6 ' 3 1 " W 21.46 ' N 88°34'20" W 76.40'N 73° 0 7 ' 0 5 " W 121.2 1 ' VARIABLE WIDTH ACCESS EASEMENT (BTP) A PORTION OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS BLOCK B 15'x5' SSE (BTP) 46 . 5 3 ' C 5 C 6 C7 C8 C9 C1 0 C1 1 C1 2 L9 L10 L1 1 L 1 2 L1 3 L14 L1 5 L1 6 L17 L1 8 L19 L2 0 L21 L22 S 88°37'28" E 254.36' N 0 1 ° 1 9 ' 3 0 " E 2 3 6 . 8 6 ' S 88°36'43" E 559.38' REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. N:7184140.13 E:2371912.99 WE (BTP) L2 3 L2 4 C 1 3 L25 C14 L26 L27 C15L28C16 C1 7 C1 8 L2 9 C 1 9 C20 L3 0 C2 1 C 2 2 L31C23 L3 2 L3 3 L3 4 C 2 4 L35 C 2 5 L3 6 C26 L37 C27 L3 8 L39 C2 8 C 2 9 L40 C30 C3 1 C 3 2 C3 3 C3 4 L4 1 C35 L42 C 3 6 C 3 7 C 3 8 L43 C 3 9 L4 4 C40 L45C 4 1 L4 6 C42 L47 C 4 3 L4 8 C44L49 C 4 5 L5 0 20 8 . 5 2 ' 45.36'397.25' LINE TABLE LINE BEARING DISTANCE L9 N 69°22'12" E 60.00' L10 S 70°40'38" E 77.27' L11 S 01°23'17" W 94.48' L12 S 43°36'43" E 91.59' L13 S 01°26'23" W 393.72' L14 S 38°40'01" W 46.89' L15 S 01°23'17" W 160.03' L16 S 33°19'18" W 28.02' L17 N 88°33'39" W 10.18' L18 S 01°26'21" W 125.42' L19 S 88°31'47" E 29.99' L20 S 01°26'23" W 151.02' L21 S 88°33'37" E 85.72' L22 S 71°42'29" E 56.23' L23 S 14°41'02" W 95.73' L24 S 16°00'33" W 123.09' L25 S 88°33'17" E 76.58' L26 S 73°07'05" E 121.13' L27 N 73°07'05" W 121.46' L28 N 88°34'20" W 110.36' L29 S 01°26'23" W 18.53' L30 N 01°26'23" E 16.76' L31 N 88°33'39" W 389.04' L32 S 01°26'23" W 191.00' L33 S 01°56'48" E 39.07' L34 S 01°26'23" W 16.57' L35 N 88°33'37" W 103.00' L36 N 01°26'23" E 68.48' L37 S 88°33'37" E 74.57' L38 N 01°26'30" E 96.34' L39 S 88°33'37" E 376.67' L40 S 73°59'27" E 75.21' L41 N 01°37'31" E 46.67' L42 S 88°33'30" E 326.97' L43 S 73°59'27" E 80.04' L44 S 16°00'33" W 157.76' L45 N 88°33'39" W 401.02' L46 N 01°37'31" E 62.92' L47 S 88°33'37" E 100.00' L48 S 01°26'23" W 68.00' L49 N 88°21'26" W 100.11' L50 N 01°26'23" E 47.65' L51 S 88°33'17" E 76.58' L52 S 73°07'05" E 121.13' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C5 389.35'1322.70'16°51'56"N 12°11'50" W 387.94' C6 410.48'1382.70'17°00'34"N 12°07'31" W 408.98' C7 62.22'230.50'15°27'54"N 80°51'02" W 62.03' C8 53.85'199.50'15°27'57"N 80°51'03" W 53.69' C9 247.58'7336.13'1°56'01"N 15°50'52" E 247.57' C10 116.44'7327.89'0°54'38"S 17°30'28" W 116.44' C11 41.66'7327.89'0°19'33"S 18°07'33" W 41.66' C12 92.81'7327.89'0°43'33"S 18°39'05" W 92.81' C13 54.76'30.00'104°34'53"S 36°16'53" E 47.47' C14 61.99'230.00'15°26'32"S 80°50'21" E 61.80' C15 53.90'200.00'15°26'32"N 80°50'21" W 53.74' C16 25.72'20.00'73°41'04"S 54°04'40" W 23.98' C17 219.17'7408.64'1°41'42"S 18°04'59" W 219.16' C18 15.26'50.00'17°29'27"S 10°11'07" W 15.20' C19 22.31'20.00'63°54'40"S 30°30'57" E 21.17' C20 24.78'20.00'70°59'13"N 36°55'59" E 23.22' C21 224.54'7382.64'1°44'34"N 18°15'08" E 224.54' C22 36.98'20.00'105°56'30"N 35°35'24" W 31.93' C23 31.42'20.00'89°59'58"S 46°26'22" W 28.28' C24 31.42'20.00'90°00'00"N 43°33'37" W 28.28' C25 78.54'50.00'90°00'00"N 43°33'37" W 70.71' C26 78.54'50.00'90°00'00"N 46°26'23" E 70.71' C27 78.54'50.00'89°59'53"N 46°26'27" E 70.71' C28 48.73'50.00'55°50'43"S 60°38'16" E 46.83' C29 21.61'30.00'41°16'33"S 53°21'11" E 21.15' C30 47.71'30.00'91°07'29"N 60°26'49" E 42.84' C31 1.95'7421.33'0°00'54"N 14°52'37" E 1.95' C32 32.24'50.00'36°56'37"N 17°01'55" W 31.68' C33 29.88'25.00'68°28'56"N 01°15'45" W 28.13' C34 43.78'80.00'31°21'12"N 17°18'07" E 43.23' C35 31.35'20.00'89°48'59"N 46°32'00" E 28.24' C36 22.56'20.00'64°38'20"S 55°18'45" E 21.39' C37 4.49'50.00'5°08'57"S 25°34'03" E 4.49' C38 24.01'30.00'45°50'55"S 51°03'59" E 23.37' C39 47.12'30.00'90°00'00"S 28°59'27" E 42.43' C40 26.33'20.00'75°25'48"S 53°43'27" W 24.47' C41 39.35'25.00'90°11'09"N 43°28'04" W 35.41' C42 47.12'30.00'90°00'00"N 46°26'23" E 42.43' C43 31.42'20.00'90°00'02"S 43°33'36" E 28.28' C44 31.42'20.00'90°00'00"S 46°26'23" W 28.28' C45 47.02'30.00'89°47'49"N 43°27'31" W 42.35' PAGE 1 OF 2 VICINITY MAP NOT TO SCALE 1" = 100' 0 10050 N SITE Drafter Project Date 2108.092 EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE I LOTS 4-14, BLOCK A LOTS 2, BLOCK B 27.18 ACRES 0.89 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS TAR 05/10/20204 = DOCUMENT NUMBERDOC. NO. = VOLUMEVOL. = PAGEPG. OFFICIAL RECORDS,O.R.D.C.T.DENTON COUNTY, TEXAS= LEGEND = POINT OF BEGINNINGPOB = IRON ROD FOUNDIRF = CABINETCAB. = CAPPED IRON ROD FOUNDCIRF PLAT RECORDS,P.R.D.C.T.DENTON COUNTY, TEXAS= 1/2" IRON ROD SET W/GREEN CIRS PLASTIC CAP STAMPED= "EAGLE SURVEYING" SET FIRE LANE, MUTUAL ACCESS FLMAUDE DRAINAGE & UTILITY EASEMENT= WATER EASEMENTWE= DRAINAGE EASEMENTDE= (BTP)BY THIS PLAT= 77 Item 8. 1.) The purpose of this plat is to create twelve lots of record, dedicate easements, and dedicate right-of-way. 2.) This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.)The grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 4.)Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law, and is subject to fines and/or withholding of utilities and building permits. 5.) All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.)The bearings shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 7.) The elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988, (Geoid 12A). 8.) Building setbacks will be 20' from all lot lines. 9.) Lot to lot drainage shall not be allowed. GENERAL NOTES PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ______________________________________ ___________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: _______________________________________ ____________________________ Cheryl Price, City Secretary Date City of Sanger, Tx CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas Drafter Project Date 2108.092 EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 PAGE 2 OF 2 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 OWNER'S CERTIFICAT & DEDICATION, continued STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, JOHN PORTER AUTO SALES, INC., does hereby adopt this plat, designating herein described property as BELZ ROAD RETAIL ADDITION, PHASE I, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: JOHN PORTER AUTO SALES, INC. BY: ____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, PAC GROUP, LTD, does hereby adopt this plat, designating herein described property as BELZ ROAD RETAIL ADDITION, PHASE I, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: PAC GROUP, LTD BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, JOHN PORTER AUTO SALES, INC. and PAC GROUP, LTD. are the owner of 27.18 acres out of the Henry Tierwester Survey, Abstract Number 1241, situated in the City of Sanger, Denton County, Texas, being a portion of a called 26.385 acre tract of land conveyed to John Porter Auto Sales, Inc. by Warranty Deed of record in Volume 1330, Page 277 of the Official Records of Denton County, Texas, also being a portion of a called 61.598 acre tract of land conveyed to Pac Group, LTD. by Warranty Deed of record in Volume 4759, Page 632 of said Official Records, and being more particularly described by metes and bounds, as follows: BEGINNING, at a 5/8" iron rod with cap stamped “TXDOT” found in the West right-of-way line of Interstate Highway 35, being in the South line of a called 30.96 acre tract of land conveyed to Holt Texas LTD. by deed of record in Document Number 2013-71958 of said Official Records, being the common North line of said 26.385 acre tract, being the Northwest corner of a called 0.0832 acre tract of land conveyed to State of Texas by deed of record in Document Number 2022-52683 of said Official Records, also being the beginning of a non-tangent curve to the right; THENCE, along the West right-of-way line of Interstate Highway 35, being the common West line of said 0.0832 acre tract, along said non-tangent curve to the right, having a radius of 5310.00 feet, a chord bearing of S08°15'52"W, a chord length of 58.33 feet, a delta angle of 00°37'46", an arc length of 58.33 feet to the end of said curve to a 5/8" iron rod with cap stamped “TXDOT” found in the East line of said 26.385 acre tract, being the Southwest corner of said 0.0832 acre tract, also being the Northeast corner of a tract of land conveyed to Eagle Farms Inc. by deed of record in Document Number 2022-3692 of said Official Records; THENCE, along the North and West lines of said Eagle Farms Inc. tract, being the common East line of said 26.385 acre tract, the following two (2) courses and distances: 1. N89°38'41"W, a distance of 23.94 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 2. S08°57'38"W, a distance of 247.92 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of said Eagle Farms Tract, also being the Northwest corner of a tract of land conveyed to Hartin Triangle Trust by deed of record in Volume 2431, Page 147 of said Official Records; THENCE, along the West and South lines of said Hartin Triangle Trust tract, being the common East line of said 26.385 acre tract, the following two (2) courses and distances: 1. S18°48'25"W, a distance of 198.82 feet to a 1/2" iron rod found; 2. S81°33'29"E, a distance of 41.31 feet 5/8" iron rod with cap stamped “TXDOT” found in the West right-of-way line of Interstate Highway 35, being the Northwest corner of a called 0.5258 acre tract, also being the beginning of a non-tangent curve to the right; THENCE, along the West right-of-way line of Interstate Highway 35, being the common West line of said 0.5258 acre tract, the following two (2) courses and distances: 1. Along said non-tangent curve to the right, having a radius of 5310.00 feet, a chord bearing of S16°06'35"W, a chord length of 487.75 feet, a delta angle of 05°15'53", an arc length of 487.92 feet to the end of said curve to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 2. S17°29'05"W, a distance of 96.51 feet to a 5/8" iron rod with cap stamped “TXDOT” found at the Southwest corner of said 0.5258 acre tract, being in the North line of Lot 1, Block A of Foodmaker Addition, a subdivision of record in Cabinet P, Page 105 of the Plat Records of Denton County, Texas; THENCE, N70°40'52"W, in part the North line of said Lot 1, Block A of Foodmaker Addition, also being in part the North line of an Access Driveway, Utility and Signage Easement (Annex “4”) of record in Volume 4132, Page 140 of said Official Records, a distance of 196.80 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; THENCE, S20°05'13"W, along the West line of said Annex “4”, a distance of 30.70 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Northeast corner of Lot 2, Block A of Porter Addition, a subdivision of record in Cabinet U, Page 76 of said Plat Records; THENCE, N69°54'47"W, along the North line of said Lot 2, Block A of Porter Addition. a distance of 55.48 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; THENCE, N88°36'29"W, in part along the North line of said Lot 2, Block A of Porter Addition, in part along the North line of Lot 1, Block A of said Porter Addition, also being in part the North line of Lot 1, Block A of Isbell Addition, a subdivision of record in Cabinet Y, Page 669 of said plat Records, a distance of 419.32 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the East right-of-way line of Sanger West Boulevard (a variable width right-of-way), being the Northwest corner of said Lot 1, Block A of Isbell Addition; THENCE, N01°13'52"E, along the East right-of-way line of Sanger West Boulevard, a distance of 9.80 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the intersection of the East right-of-way line of Sanger West Boulevard and the North right-of-way line of Exchange Drive (a 50 foot right-of-way); THENCE, N88°21'17"W, along the North right-of-way line of Exchange Drive, a distance of 221.87 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the East line of said 61.598 acre tract; THENCE, S01°26'23"W, along the East line of said 61.598 acre tract, being in part along the West right-of-way line of Exchange Drive, being in part along the West line of Lot 1, Block A of Sanger Exchange West, Section One, a subdivision of record in Cabinet E, Page 280 of said Plat Records, a distance of 180.60 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North line of Lot 1R, Block 1 of O'Reilly Addition, being the Southwest corner of said Lot 1, Block A of Sanger Exchange West Section One; THENCE, N88°48'42"W, along the North line of said Lot 1R, a distance of 77.60 feet to a 1/2" iron rod found; THENCE, S01°24'37"W, along the West line of said Lot 1R, a distance of 147.21 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North right-of-way line of Farm to Market 455, also being the North line of a tract of land conveyed to State of Texas by deed of record in Document Number 2021-67745 of said Official Records, being the Southwest corner of said Lot 1R, also being the beginning of a non-tangent curve to the right; THENCE, along the North right-of-way line of Farm to Market 455, being the North line of said State of Texas tract, the following four (4) courses and distances: 1. Along said non-tangent curve to the right, having a radius of 982.00 feet, a chord bearing of N80°53'47"W, a chord length of 73.68 feet, a delta angle of 04°17'59", an arc length of 73.69 feet to the end of said curve to a 5/8” iron rod found; 2. N11°15'13"E, a distance of 10.00 feet to a 5/8” iron rod with cap stamped “TXDOT” found at the beginning of a non-tangent curve to the left; 3. Along said non-tangent curve to the left, having a radius of 1108.00 feet, a chord bearing of N83°48'12"W, a chord length of 195.34 feet, a delta angle of 10°06'52", an arc length of 195.59 feet to the point of tangency of said curve to a 5/8" iron rod with cap stamped “TXDOT” found; 4. N88°51'38"W, a distance of 1041.96 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the West line of said 61.598 acre tract, being the East line of a called 95 acre tract of land conveyed to Jackson Jay Marshall and Joesph William Marshall by deed of record in Document Number 2013-133569 of said Official Records, being the Northwest corner of said State of Texas tract, from which a 5/8” iron rod with cap stamped “TXDOT” found bears N88°51'38”W, a distance of 2.00 feet; THENCE, N00°58'47"E, along the East line of said 95 acre tract, being the common West line of said 61.598 acre tract, a distance of 250.64 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; THENCE, over and across said 61.598 acre tract and said 26.385 acre tracts along the irregular North line hereof, the following eight (8) courses and distances: 1. S88°33'08"E, a distance of 1029.50 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the beginning of a non-tangent curve to the left; 2. Along said non-tangent curve to the left, having a radius of 1322.70 feet, a chord bearing of N12°11'50"W, a chord length of 387.94 feet, a delta angle of 16°51'56", an arc length of 389.35 feet to the end of said curve to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 3. N69°22'12"E, a distance of 60.00 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 4. S88°37'24"E, a distance of 393.13 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 5. N01°19'30"E, a distance of 236.86 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 6. S88°36'43"E, a distance of 559.38 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 7. S75°33'37"E, a distance of 220.58 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 8. N13°03'24"E, a distance of 473.15 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North line of said 26.385 acre tract, also being the South line of said 30.96 acre tract; THENCE, S88°37'28"E, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 254.36 feet to the POINT OF BEGINNING and containing an area of 27.18 Acres, or (1,184,042 Square Feet) of land, more or less. TAR 05/10/20204 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE I LOTS 4-14, BLOCK A LOTS 2, BLOCK B 27.18 ACRES 0.89 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 78 Item 8. 79 Item 8. 80 Item 8. June 6, 2024 Ms. Ramie Hammonds City of Sanger PO BOX 1729 Sanger, TX 76266 Re: Final Plat Ph. 1 Commercial Development Final Plat - Belz Rd. Letter of Intent Dear Ms. Hammonds, Please let this letter serve as the Letter of Intent for the intention of submitting for final plat for Ph. 1 Commerical Development on Belz Rd. Should you have any questions, please feel free to contact me. Sincerely, Claymoore Engineering, Inc. 1903 Central Drive Ste. 406 Bedford, TX 76021 817-281-0572 Drew Donosky, P.E. 81 Item 8. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 06/03/24 1st REVIEW COMMENTS – Final Plat – Belz Road Retail Add. Ph. 1 The request is for a Final Plat of Belz Road Retail Addition PH. 1, being approximately 27.18 acres with 12 Commercial Lot, Reuben Bebee Survey, Abst. No. 1241, prepared by Eagle Surveying, LLC, submitted on 05/15/24. 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. Owner’s information does not match DCAD 2. The length of all arcs, radii, internal angles and points of curvature, length and bearing of the tangents. 3. Show the centerline of existing streets. Dimensions from centerline to edges of existing and proposed right of way on both sides of the centerline. 4. All of the Standard notations found on our application are missing. 5. The name, address, and phone for all utilities. 6. Misspelled “Certificate” under Owners Certificate. 7. The signature area for the City is outdated. Please refer to our application with all updated information. 8. Need to add a street name for a newly developed street. Informational Comments 1. The property is within the City of Sanger. 2. The Minor Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 10, 2024, and the City Council meeting on Monday, July1, 2024. 82 Item 8. May 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: Sanger Retail Phase 1 -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Civil drawings for the Belz Road Retail Addition Phase 1. The submittal was prepared by Clay Moore Engineering and was received on May 13, 2024. We have completed our review and offer the following comments: General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Please address drainage comments provided 4/3/24 and provide an updated flood study with the next construction plan submittal. Beltz Road Retail Preliminary Plat 1. Please address comments provided 4/3/24. Beltz Road Retail Phase 1 Final Plat 1. Final Plat approval is contingent upon approval of the preliminary plat. 2. Per the master thoroughfare plan, Kieth Rd is planned to be a collector street with a 60' ROW. Dedicate ROW for future street. 3. Show centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline 10.104(d)(10)(H). 4. Call out all setbacks. 5. Provide missing easements per the civil plans. 6. Reconcile differences between the plat drawing and metes and bounds description. 83 Item 8. Ms. Ramie Hammonds Page 2 of 3 7. Fire lanes shall have a minimum interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet Per Denton County Fire Code. Update mutual access easements throughout the plans to meet this requirement. Update throughout. 8. Add all applicable standard notation per ordinance 10.104(d)(10)(P) Erosion Control Plan 1. The construction entrance width specified in the plans does not meet the minimum requirements. Dimension Control Plan 1. Provide the Geotech report. Grading Plan 2. A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 10.106(d)(10)(C) Drainage Area Map 1. A revised flood study (comments returned April 3) is needed for a thorough drainage review. Pond calculations and WSEL are needed to cross check closed conduit calculations. 2. Areas to be plugged are shown to be entering a storm system. What happen in the interim condition? Storm Drainage Plan 1. An inlet is on a 4:1 Slope per the grading plan. Verify how this wye inlet will be efficient enough to pick up all the flow on that slope. 2. Show water and sewer crossings on the storm profiles. Storm Drainage Profiles 1. The HGL shall be equal to the 100-yr WSEL at the outfall. Recalculate throughout. 2. The maximum distance allowed between access manholes is exceeded per DCSRR. Reconcile throughout. 3. The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot. 4. A 2' minimum of cover is desired for storm lines. Provide deload calcs specifications or provide an alternate class of RCP. 5. Public storm lines must be RCP per NCTCOG standards. (TYP) update throughout. Storm Drainage Calculations 1. Update calculations for RCP pipe. 2. Provide inlet calculations. 84 Item 8. Ms. Ramie Hammonds Page 3 of 3 3. Dedicated detention/retention basins shall also include an additional one (1) foot of freeboard and two (2) feet of sediment storage. 10.106(d)(10) 4. Losses at manholes will need to be accounted for in the hydraulic calculations. 5. Provide missing pond data. 6. Resolve area discrepancy on line B. Offsite Sewer Plan and Profiles 1. Show all water and sewer crossings in the profile. Utility Plan 1. Verify if the water line to the north is existing or proposed. 2. Show all water and storm crossings in the sewer profiles. Sanitary Sewer Profiles 1. Show water crossings and how they will comply with TCEQ standards. Standard Details 1. Provide Storm outfall details. Landscape Plans 1. The landscaped area does not meet the zoning ordinance of 20% 2. Add a note specifying that the owner is responsible for landscape maintenance. The Engineer shall revise the plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plans markups 85 Item 8. CIVIL CONSTRUCTION PLANS FOR SANGER RETAIL CENTER PHASE 1 NWC INTERSTATE 35 AND CHAPMAN ROAD SANGER, TEXAS 75078 VICINITY MAP N.T.S. CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEM'S PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATION. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. TRENCH EXCAVATION SAFETY PROTECTION: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ENGINEER 1903 CENTRAL DR. SUITE #406 BEDFORD, TX 76021 PH. 817.281.0572 FAX 817.281.0574 CONTACT: DREW DONOSKY, PE EMAIL: DREW@CLAYMOOREENG.COM MAY 2024 SURVEYOR EAGLE SURVEYING, LLC 210 SOUTH ELM STREET SUITE 104 DENTON, TX. 76201 940.222.3009 www.eaglesurveying.com TX FIRM # 10194177 C-0 CO V E R S H E E T SITE Sheet List Table Sheet #Sheet Title Plot Date C-0 COVER SHEET 5/3/2024 --PRELIMINARY PLAT 1 OF 4 4/8/2024 --PRELIMINARY PLAT 2 OF 4 4/8/2024 --PRELIMINARY PLAT 3 OF 4 4/8/2024 --PRELIMINARY PLAT 4 OF 4 4/8/2024 C-1 GENERAL NOTES 5/3/2024 C-2 EROSION CONTROL PLAN COMMERCIAL 5/3/2024 C-3 EROSION CONTROL PLAN NORTH 5/3/2024 C-4 EROSION CONTROL PLAN CHAPMAN LOTS 5/3/2024 C-5 EROSION CONTROL DETAILS 5/3/2024 C-6 DEMOLITION PLAN 5/3/2024 C-7 DIMENSIONAL CONTROL PLAN COMMERCIAL 5/3/2024 C-8 DIMENSIONAL CONTROL PLAN NORTH 5/3/2024 C-9 DIMENSIONAL CONTROL PLAN CHAPMAN LOTS 5/3/2024 C-10 IH 35 TURN LANE ADDITION 5/3/2024 C-11 JOINTING PLAN COMMERCIAL 5/3/2024 C-12 GRADING PLAN COMMERCIAL 5/3/2024 C-13 GRADING PLAN NORTH 5/3/2024 C-14 GRADING PLAN CHAPMAN LOTS 5/3/2024 C-15 EXISTING DRAINAGE AREAS 5/3/2024 C-16 PROPOSED DRAINAGE AREAS 5/3/2024 C-17 STORM DRAINAGE PLAN COMMERCIAL 5/3/2024 C-18 STORM DRAINAGE PLAN NORTH 5/3/2024 C-19 STORM DRAINAGE PLAN CHAPMAN LOTS 5/3/2024 C-20 STORM DRAINAGE PROFILES 5/3/2024 C-21 STORM DRAINAGE PROFILES 5/3/2024 C-22 STORM DRAINAGE PROFILES 5/3/2024 C-23 STORM DRAINAGE CALCULATIONS 5/3/2024 C-24 OFF-SITE SEWER PLAN 5/3/2024 C-25 OFF-SITE SEWER PLAN 5/3/2024 C-26 OFF-SITE SEWER PROFILES 5/3/2024 C-27 UTILITY PLAN COMMERCIAL 5/3/2024 C-28 UTILITY PLAN NORTH 5/3/2024 C-29 SANITARY SEWER PROFILES 5/3/2024 C-30 CONSTRUCTION DETAILS 1 5/3/2024 C-31 CONSTRUCTION DETAILS 2 5/3/2024 C-32 CONSTRUCTION DETAILS 3 5/3/2024 C-33 CONSTRUCTION DETAILS 4 5/3/2024 --TxDOT DETAILS EROSION CONTROL --TxDOT DETAILS --TxDOT PED 18 LP-0 OVERALL LANDSCAPE PLANTING 5/3/2024 LP-1 LANDSCAPE PLANTING 1 5/3/2024 LP-2 LANDSCAPE PLANTING 2 5/3/2024 LP-3 LANDSCAPE PLANTING 3 5/3/2024 LP-4 LANDSCAPE PLANTING 4 5/3/2024 LP-5 LANDSCAPE SPECIFICATIONS 5/3/2024 LP-6 LANDSCAPE DETAILS 5/3/2024 BENCHMARKS: #1 - TBM X-CUT IN CURB RADIUS BEING THE NORTHERN TIP OF THE SANGER WIST BOULEVARD LANDSCAPE ISLAND N: 7183116.48 E: 2370950.39 ELEVATION: 698.05 #2 - TBM X-CUT IN CONCRETE ISLAND LOCATED IN NORTHWEST CORNER OF JACK IN THE BOX PROPERTY N: 7183117.63 E: 2371500.47 ELEVATION: 688.33 86 Item 8. Provide instrument language 87 Item 8. Call out setbacks (TYP all lots)15' minimum easement width per ordinance Per the Sanger Master thoroughfare plan, Kieth Road will become a collector requiring 60' of ROW. Show the existing centerline and dedicate ROW as such Show centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline 10.104(d)(10)(H) 88 Item 8. 89 Item 8. 90 Item 8. CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL LOT 1 BLOCK A FOODMAKER ADDITION CABINET P, PG. 105 P.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 7 4 5 1 4 O. R . D . C . T . LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . ACCESS DRIVEWAY, UTILITY & SIGNAGE EASEMENT - ANNEX "4" VOLUME 4132, PAGE 140, O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 1 7 2 4 1 1 O. R . D . C . T . CIRSCIRSCIRS 5/8" CIRF "TXDOT" CIRS RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1/2" IRF CIRS 1/2" CIRF "ISBELL ENGINEERING" "X" CUT SET 5/8" CIRF "TXDOT" HARTIN TRIANGLE TRUST VOLUME 2431, PAGE 147 O.R.D.C.T. EAGLE FARMS INC DOC. NO. 2022-3692 O.R.D.C.T. SA N G E R W E S T B O U L E V A R D RI G H T - O F - W A Y V A R I E S CALLED 95 ACRES JACKSON JAY MARSHALL & JOSEPH WILLIAM MARSHALL DOC. NO. 2013-133569 O.R.D.C.T. CALLED 5 ACRES ALBERT W. KEITH (NO RECORD FOUND) CALLED 1.86 ACRES JOHN W. PORTER DOC. NO. 96R0026290 R.P.R.D.C.T. 1/2" IRF CIRS LOT 1R, BLOCK 1 O'REILLY ADDITION DOC. NO. 2020-71 P.R.D.C.T. POB CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. BLOCK A SANGER EXCHANGE WEST SECITION ONE CAB. E, PG. 280 P.R.D.C.T. CL CL CL CL CL CL CL CL 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. CALLED 0.0832 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. LOT 1 LOT 2 STATE OF TEXAS DOC. NO. 2021-67745 O.R.D.C.T. CALLED 0.5258 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. 10'X10' WE (BTP) LOT 5 1.53 ACRES 66,478 SQ.FT.LOT 2 5.88 ACRES 256,276 SQ.FT. BLOCK A CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. 15' ALL PURPOSE & ACCESS EASEMENT CABINET E, PG. 280 P.R.D.C.T. RIGHT-OF-WAY EASEMENT CITY OF SANGER VOLUME 1716, PG. 400, R.P.R.D.C.T. ABANDONED BY DOC. NO. ___________ O.R.D.C.T. 30' ACCESS & UTILITY EASEMENT CAB. Y, PG. 669 P.R.D.C.T. 30' ACCESS & UTILITY EASEMENT CAB. U, PG. 76 P.R.D.C.T. IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y V A R I E S S T R E E T N A M E 6 0 ' R I G H T - O F - W A Y EXCHANGE DRIVE 50' RIGHT-OF-WAY 194.58' S 0 8 ° 5 7 ' 3 8 " W 2 4 7 . 9 2 ' S 1 8 ° 4 8 ' 2 5 " W 1 9 8 . 8 2 ' N 70 ° 4 0 ' 5 2 " W 1 9 6 . 8 0 ' S 0 1 ° 2 6 ' 2 3 " W 1 8 0 . 6 0 ' N 0 0 ° 5 8 ' 4 7 " E 2 5 0 . 6 4 ' N 0 1 ° 0 4 ' 5 2 " W 2 4 3 . 2 8 ' S 0 1 ° 0 4 ' 5 2 " E 2 4 8 . 3 9 ' S 88°33'08" E 1029.50' S 88°33'08" E 297.86' S 88°37'24" E 393.13' S 0 1 ° 1 9 ' 3 0 " W 5 8 4 . 6 0 ' 21 5 . 5 6 ' L1 L4 L5 L6 N 88°58'10" W 1041.96' 1. 2 2 ' 2. 0 0 ' 25 0 . 6 4 ' 24 8 . 3 9 ' 35 2 . 7 4 ' 1038.38' 138.97' L3 C1 C2 10'X10' WE (BTP) WE (BTP) S 0 1 ° 2 4 ' 3 7 " W 14 7 . 2 1 ' L77.5' ELECTRIC & COMMUNICATION EASEMENT CAB. Y, PG. 294 P.R.D.C.T. 10' DRAINAGE EASEMENT CAB. Y, PG. 294 PR.D.C.T. 20' UTILITY EASEMENT CAB. F, PG. 80 P.R.D.C.T. PO S T E D K I E T H D R I V E VA R I A B L E W I D T H P R I V A T E G R A V E L D R I V E FARM TO MARKET NO. 455 RIGHT-OF-WAY VARIES CIRS FROM WHICH A 5/8" CIRF "TXDOT" BEARS N 88°51'38" W, 2.00' N 88°21'17" W 221.87' 15' SSE (BTP) 10'X10' WE (BTP) PFH LOCATION N 88°36'29" W 419.32' 56.54' 3.58' 254.36' CIRS 10'X10' WE (BTP) 10'X10' WE (BTP) 5/8" IRF 5/8" CIRF "TXDOT"5/8" CIRF "TXDOT" C3 C4 L8 13 4 . 0 7 ' LOT 10 0.91 ACRES 39,698 SQ.FT. LOT 9 0.86 ACRES 37,482 SQ.FT. LOT 8 2.40 ACRES 104,598 SQ.FT. LOT 7 5.16 ACRES 224,838 SQ.FT. LOT 6 2.25 ACRES 98,807 SQ.FT.LOT 4 3.07 ACRES 133,690 SQ.FT. LOT 11 0.93 ACRES 40,411 SQ.FT. LOT 12 0.89 ACRES 38,927 SQ.FT. LOT 13 1.03 ACRES 44,728 SQ.FT. LOT 14 1.38 ACRES 60,040 SQ.FT. N 1 3 ° 0 3 ' 2 4 " E 4 7 3 . 1 5 ' S 71 ° 5 5 ' 1 0 " E 2 7 2 . 3 7 ' S 75°3 6 ' 3 8 " E 2 7 0 . 8 6 ' N 75° 3 7 ' 5 3 " W 2 3 3 . 0 2 ' 83 . 5 8 ' 66 . 8 5 ' 18 4 . 9 6 ' 22 1 . 3 5 ' 16 4 . 0 1 ' 152.14'69.73' CIRS 43 . 9 0 ' 15 6 . 4 0 ' 31 . 0 2 ' 14 7 . 2 8 ' 10 9 . 3 2 ' 15 3 . 2 4 ' 45 . 5 8 ' 31 . 7 6 ' S 75°3 8 ' 5 9 " E 2 4 6 . 0 7 ' CIRS L2 HENRY TIE R W E S T E R S U R V E Y , ABSTRACT N O . 1 2 4 1 WE (BTP) DE (BTP) 22.5' DE (BTP) 15' DE (BTP) 15' DE (BTP) DE (BTP) 26' FLMAUDE (BTP) 15' WE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) RIGHT-OF-WAY DEDICATION 0.89 ACRES 38,789 SQ.FT. S 88°37'28" E 384.75' N 75° 3 3 ' 3 7 " W 2 2 0 . 5 8 ' 116.78' N 88°34'22" W 101.58'N 73 ° 0 6 ' 3 1 " W 21.46 ' N 88°34'20" W 76.40'N 73° 0 7 ' 0 5 " W 121.2 1 ' VARIABLE WIDTH ACCESS EASEMENT (BTP) A PORTION OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS BLOCK B 15'x5' SSE (BTP) 46 . 5 3 ' C 5 C 6 C7 C8 C9 C1 0 C1 1 C1 2 L9 L10 L1 1 L 1 2 L1 3 L14 L1 5 L1 6 L17 L1 8 L19 L2 0 L21 L22 S 88°37'28" E 254.36' N 0 1 ° 1 9 ' 3 0 " E 2 3 6 . 8 6 ' S 88°36'43" E 559.38' REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. N:7184140.13 E:2371912.99 WE (BTP) L2 3 L2 4 C 1 3 L25 C14 L26 L27 C15L28C16 C1 7 C1 8 L2 9 C 1 9 C20 L3 0 C2 1 C 2 2 L31C23 L3 2 L3 3 L3 4 C 2 4 L35 C 2 5 L3 6 C26 L37 C27 L3 8 L39 C2 8 C 2 9 L40 C30 C3 1 C 3 2 C3 3 C3 4 L4 1 C35 L42 C 3 6 C 3 7 C 3 8 L43 C 3 9 L4 4 C40 L45C 4 1 L4 6 C42 L47 C 4 3 L4 8 C44L49 C 4 5 L5 0 20 8 . 5 2 ' 45.36'397.25' LINE TABLE LINE BEARING DISTANCE L9 N 69°22'12" E 60.00' L10 S 70°40'38" E 77.27' L11 S 01°23'17" W 94.48' L12 S 43°36'43" E 91.59' L13 S 01°26'23" W 393.72' L14 S 38°40'01" W 46.89' L15 S 01°23'17" W 160.03' L16 S 33°19'18" W 28.02' L17 N 88°33'39" W 10.18' L18 S 01°26'21" W 125.42' L19 S 88°31'47" E 29.99' L20 S 01°26'23" W 151.02' L21 S 88°33'37" E 85.72' L22 S 71°42'29" E 56.23' L23 S 14°41'02" W 95.73' L24 S 16°00'33" W 123.09' L25 S 88°33'17" E 76.58' L26 S 73°07'05" E 121.13' L27 N 73°07'05" W 121.46' L28 N 88°34'20" W 110.36' L29 S 01°26'23" W 18.53' L30 N 01°26'23" E 16.76' L31 N 88°33'39" W 389.04' L32 S 01°26'23" W 191.00' L33 S 01°56'48" E 39.07' L34 S 01°26'23" W 16.57' L35 N 88°33'37" W 103.00' L36 N 01°26'23" E 68.48' L37 S 88°33'37" E 74.57' L38 N 01°26'30" E 96.34' L39 S 88°33'37" E 376.67' L40 S 73°59'27" E 75.21' L41 N 01°37'31" E 46.67' L42 S 88°33'30" E 326.97' L43 S 73°59'27" E 80.04' L44 S 16°00'33" W 157.76' L45 N 88°33'39" W 401.02' L46 N 01°37'31" E 62.92' L47 S 88°33'37" E 100.00' L48 S 01°26'23" W 68.00' L49 N 88°21'26" W 100.11' L50 N 01°26'23" E 47.65' L51 S 88°33'17" E 76.58' L52 S 73°07'05" E 121.13' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C5 389.35'1322.70'16°51'56"N 12°11'50" W 387.94' C6 410.48'1382.70'17°00'34"N 12°07'31" W 408.98' C7 62.22'230.50'15°27'54"N 80°51'02" W 62.03' C8 53.85'199.50'15°27'57"N 80°51'03" W 53.69' C9 247.58'7336.13'1°56'01"N 15°50'52" E 247.57' C10 116.44'7327.89'0°54'38"S 17°30'28" W 116.44' C11 41.66'7327.89'0°19'33"S 18°07'33" W 41.66' C12 92.81'7327.89'0°43'33"S 18°39'05" W 92.81' C13 54.76'30.00'104°34'53"S 36°16'53" E 47.47' C14 61.99'230.00'15°26'32"S 80°50'21" E 61.80' C15 53.90'200.00'15°26'32"N 80°50'21" W 53.74' C16 25.72'20.00'73°41'04"S 54°04'40" W 23.98' C17 219.17'7408.64'1°41'42"S 18°04'59" W 219.16' C18 15.26'50.00'17°29'27"S 10°11'07" W 15.20' C19 22.31'20.00'63°54'40"S 30°30'57" E 21.17' C20 24.78'20.00'70°59'13"N 36°55'59" E 23.22' C21 224.54'7382.64'1°44'34"N 18°15'08" E 224.54' C22 36.98'20.00'105°56'30"N 35°35'24" W 31.93' C23 31.42'20.00'89°59'58"S 46°26'22" W 28.28' C24 31.42'20.00'90°00'00"N 43°33'37" W 28.28' C25 78.54'50.00'90°00'00"N 43°33'37" W 70.71' C26 78.54'50.00'90°00'00"N 46°26'23" E 70.71' C27 78.54'50.00'89°59'53"N 46°26'27" E 70.71' C28 48.73'50.00'55°50'43"S 60°38'16" E 46.83' C29 21.61'30.00'41°16'33"S 53°21'11" E 21.15' C30 47.71'30.00'91°07'29"N 60°26'49" E 42.84' C31 1.95'7421.33'0°00'54"N 14°52'37" E 1.95' C32 32.24'50.00'36°56'37"N 17°01'55" W 31.68' C33 29.88'25.00'68°28'56"N 01°15'45" W 28.13' C34 43.78'80.00'31°21'12"N 17°18'07" E 43.23' C35 31.35'20.00'89°48'59"N 46°32'00" E 28.24' C36 22.56'20.00'64°38'20"S 55°18'45" E 21.39' C37 4.49'50.00'5°08'57"S 25°34'03" E 4.49' C38 24.01'30.00'45°50'55"S 51°03'59" E 23.37' C39 47.12'30.00'90°00'00"S 28°59'27" E 42.43' C40 26.33'20.00'75°25'48"S 53°43'27" W 24.47' C41 39.35'25.00'90°11'09"N 43°28'04" W 35.41' C42 47.12'30.00'90°00'00"N 46°26'23" E 42.43' C43 31.42'20.00'90°00'02"S 43°33'36" E 28.28' C44 31.42'20.00'90°00'00"S 46°26'23" W 28.28' C45 47.02'30.00'89°47'49"N 43°27'31" W 42.35' PAGE 1 OF 2 VICINITY MAP NOT TO SCALE 1" = 100' 0 10050 N SITE Drafter Project Date 2108.092 EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE I LOTS 4-14, BLOCK A LOTS 2, BLOCK B 27.18 ACRES 0.89 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS TAR 05/10/20204 = DOCUMENT NUMBERDOC. NO. = VOLUMEVOL. = PAGEPG. OFFICIAL RECORDS,O.R.D.C.T.DENTON COUNTY, TEXAS= LEGEND = POINT OF BEGINNINGPOB = IRON ROD FOUNDIRF = CABINETCAB. = CAPPED IRON ROD FOUNDCIRF PLAT RECORDS,P.R.D.C.T.DENTON COUNTY, TEXAS= 1/2" IRON ROD SET W/GREEN CIRS PLASTIC CAP STAMPED= "EAGLE SURVEYING" SET FIRE LANE, MUTUAL ACCESS FLMAUDE DRAINAGE & UTILITY EASEMENT= WATER EASEMENTWE= DRAINAGE EASEMENTDE= (BTP)BY THIS PLAT= Call out setbacks (TYP all lots) Show centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline (TYP) 10.104(d)(10)(H) Per the Sanger Master thoroughfare plan, Kieth Road will become a collector requiring 60' of ROW. Show the existing centerline and dedicate ROW as such Curve and line data are missing to verify metes and bounds Does not match metes and bounds is it necessary to separate the WE and FLMAUDE here? suggest removing curves Comments for the flood study must be address and the study approved before the final plat can be approved. Missing drainage easement per plans DE per plans Fire lanes shall have a minimum interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet Per Denton County Fire Code. Update mutual access easements throughout the plans to meet this requirement. (TYP)Missing easement provide storm easement Final Plat approval is contingent upon approval of the preliminary Plat 91 Item 8. 1.) The purpose of this plat is to create twelve lots of record, dedicate easements, and dedicate right-of-way. 2.) This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.)The grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 4.)Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law, and is subject to fines and/or withholding of utilities and building permits. 5.) All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.)The bearings shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 7.) The elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988, (Geoid 12A). 8.) Building setbacks will be 20' from all lot lines. 9.) Lot to lot drainage shall not be allowed. GENERAL NOTES PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ______________________________________ ___________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: _______________________________________ ____________________________ Cheryl Price, City Secretary Date City of Sanger, Tx CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas Drafter Project Date 2108.092 EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 PAGE 2 OF 2 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 OWNER'S CERTIFICAT & DEDICATION, continued STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, JOHN PORTER AUTO SALES, INC., does hereby adopt this plat, designating herein described property as BELZ ROAD RETAIL ADDITION, PHASE I, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: JOHN PORTER AUTO SALES, INC. BY: ____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, PAC GROUP, LTD, does hereby adopt this plat, designating herein described property as BELZ ROAD RETAIL ADDITION, PHASE I, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: PAC GROUP, LTD BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, JOHN PORTER AUTO SALES, INC. and PAC GROUP, LTD. are the owner of 27.18 acres out of the Henry Tierwester Survey, Abstract Number 1241, situated in the City of Sanger, Denton County, Texas, being a portion of a called 26.385 acre tract of land conveyed to John Porter Auto Sales, Inc. by Warranty Deed of record in Volume 1330, Page 277 of the Official Records of Denton County, Texas, also being a portion of a called 61.598 acre tract of land conveyed to Pac Group, LTD. by Warranty Deed of record in Volume 4759, Page 632 of said Official Records, and being more particularly described by metes and bounds, as follows: BEGINNING, at a 5/8" iron rod with cap stamped “TXDOT” found in the West right-of-way line of Interstate Highway 35, being in the South line of a called 30.96 acre tract of land conveyed to Holt Texas LTD. by deed of record in Document Number 2013-71958 of said Official Records, being the common North line of said 26.385 acre tract, being the Northwest corner of a called 0.0832 acre tract of land conveyed to State of Texas by deed of record in Document Number 2022-52683 of said Official Records, also being the beginning of a non-tangent curve to the right; THENCE, along the West right-of-way line of Interstate Highway 35, being the common West line of said 0.0832 acre tract, along said non-tangent curve to the right, having a radius of 5310.00 feet, a chord bearing of S08°15'52"W, a chord length of 58.33 feet, a delta angle of 00°37'46", an arc length of 58.33 feet to the end of said curve to a 5/8" iron rod with cap stamped “TXDOT” found in the East line of said 26.385 acre tract, being the Southwest corner of said 0.0832 acre tract, also being the Northeast corner of a tract of land conveyed to Eagle Farms Inc. by deed of record in Document Number 2022-3692 of said Official Records; THENCE, along the North and West lines of said Eagle Farms Inc. tract, being the common East line of said 26.385 acre tract, the following two (2) courses and distances: 1. N89°38'41"W, a distance of 23.94 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 2. S08°57'38"W, a distance of 247.92 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of said Eagle Farms Tract, also being the Northwest corner of a tract of land conveyed to Hartin Triangle Trust by deed of record in Volume 2431, Page 147 of said Official Records; THENCE, along the West and South lines of said Hartin Triangle Trust tract, being the common East line of said 26.385 acre tract, the following two (2) courses and distances: 1. S18°48'25"W, a distance of 198.82 feet to a 1/2" iron rod found; 2. S81°33'29"E, a distance of 41.31 feet 5/8" iron rod with cap stamped “TXDOT” found in the West right-of-way line of Interstate Highway 35, being the Northwest corner of a called 0.5258 acre tract, also being the beginning of a non-tangent curve to the right; THENCE, along the West right-of-way line of Interstate Highway 35, being the common West line of said 0.5258 acre tract, the following two (2) courses and distances: 1. Along said non-tangent curve to the right, having a radius of 5310.00 feet, a chord bearing of S16°06'35"W, a chord length of 487.75 feet, a delta angle of 05°15'53", an arc length of 487.92 feet to the end of said curve to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 2. S17°29'05"W, a distance of 96.51 feet to a 5/8" iron rod with cap stamped “TXDOT” found at the Southwest corner of said 0.5258 acre tract, being in the North line of Lot 1, Block A of Foodmaker Addition, a subdivision of record in Cabinet P, Page 105 of the Plat Records of Denton County, Texas; THENCE, N70°40'52"W, in part the North line of said Lot 1, Block A of Foodmaker Addition, also being in part the North line of an Access Driveway, Utility and Signage Easement (Annex “4”) of record in Volume 4132, Page 140 of said Official Records, a distance of 196.80 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; THENCE, S20°05'13"W, along the West line of said Annex “4”, a distance of 30.70 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Northeast corner of Lot 2, Block A of Porter Addition, a subdivision of record in Cabinet U, Page 76 of said Plat Records; THENCE, N69°54'47"W, along the North line of said Lot 2, Block A of Porter Addition. a distance of 55.48 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; THENCE, N88°36'29"W, in part along the North line of said Lot 2, Block A of Porter Addition, in part along the North line of Lot 1, Block A of said Porter Addition, also being in part the North line of Lot 1, Block A of Isbell Addition, a subdivision of record in Cabinet Y, Page 669 of said plat Records, a distance of 419.32 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the East right-of-way line of Sanger West Boulevard (a variable width right-of-way), being the Northwest corner of said Lot 1, Block A of Isbell Addition; THENCE, N01°13'52"E, along the East right-of-way line of Sanger West Boulevard, a distance of 9.80 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the intersection of the East right-of-way line of Sanger West Boulevard and the North right-of-way line of Exchange Drive (a 50 foot right-of-way); THENCE, N88°21'17"W, along the North right-of-way line of Exchange Drive, a distance of 221.87 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the East line of said 61.598 acre tract; THENCE, S01°26'23"W, along the East line of said 61.598 acre tract, being in part along the West right-of-way line of Exchange Drive, being in part along the West line of Lot 1, Block A of Sanger Exchange West, Section One, a subdivision of record in Cabinet E, Page 280 of said Plat Records, a distance of 180.60 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North line of Lot 1R, Block 1 of O'Reilly Addition, being the Southwest corner of said Lot 1, Block A of Sanger Exchange West Section One; THENCE, N88°48'42"W, along the North line of said Lot 1R, a distance of 77.60 feet to a 1/2" iron rod found; THENCE, S01°24'37"W, along the West line of said Lot 1R, a distance of 147.21 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North right-of-way line of Farm to Market 455, also being the North line of a tract of land conveyed to State of Texas by deed of record in Document Number 2021-67745 of said Official Records, being the Southwest corner of said Lot 1R, also being the beginning of a non-tangent curve to the right; THENCE, along the North right-of-way line of Farm to Market 455, being the North line of said State of Texas tract, the following four (4) courses and distances: 1. Along said non-tangent curve to the right, having a radius of 982.00 feet, a chord bearing of N80°53'47"W, a chord length of 73.68 feet, a delta angle of 04°17'59", an arc length of 73.69 feet to the end of said curve to a 5/8” iron rod found; 2. N11°15'13"E, a distance of 10.00 feet to a 5/8” iron rod with cap stamped “TXDOT” found at the beginning of a non-tangent curve to the left; 3. Along said non-tangent curve to the left, having a radius of 1108.00 feet, a chord bearing of N83°48'12"W, a chord length of 195.34 feet, a delta angle of 10°06'52", an arc length of 195.59 feet to the point of tangency of said curve to a 5/8" iron rod with cap stamped “TXDOT” found; 4. N88°51'38"W, a distance of 1041.96 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the West line of said 61.598 acre tract, being the East line of a called 95 acre tract of land conveyed to Jackson Jay Marshall and Joesph William Marshall by deed of record in Document Number 2013-133569 of said Official Records, being the Northwest corner of said State of Texas tract, from which a 5/8” iron rod with cap stamped “TXDOT” found bears N88°51'38”W, a distance of 2.00 feet; THENCE, N00°58'47"E, along the East line of said 95 acre tract, being the common West line of said 61.598 acre tract, a distance of 250.64 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; THENCE, over and across said 61.598 acre tract and said 26.385 acre tracts along the irregular North line hereof, the following eight (8) courses and distances: 1. S88°33'08"E, a distance of 1029.50 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the beginning of a non-tangent curve to the left; 2. Along said non-tangent curve to the left, having a radius of 1322.70 feet, a chord bearing of N12°11'50"W, a chord length of 387.94 feet, a delta angle of 16°51'56", an arc length of 389.35 feet to the end of said curve to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 3. N69°22'12"E, a distance of 60.00 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 4. S88°37'24"E, a distance of 393.13 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 5. N01°19'30"E, a distance of 236.86 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 6. S88°36'43"E, a distance of 559.38 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 7. S75°33'37"E, a distance of 220.58 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set; 8. N13°03'24"E, a distance of 473.15 feet to a 1/2" iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the North line of said 26.385 acre tract, also being the South line of said 30.96 acre tract; THENCE, S88°37'28"E, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 254.36 feet to the POINT OF BEGINNING and containing an area of 27.18 Acres, or (1,184,042 Square Feet) of land, more or less. TAR 05/10/20204 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE I LOTS 4-14, BLOCK A LOTS 2, BLOCK B 27.18 ACRES 0.89 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Does not match Plan view Add all applicable standard notation per ordinance 10.104(d)(10)(P) 92 Item 8. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 GENERAL NOTES 1.ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY'S DESIGN STANDARDS. IF NO CITY STANDARD IS APPLICABLE, MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE "NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. ALL WORK REQUIRED BY THESE PLANS SHALL BE CONDUCTED IN CONFORMANCE WITH CURRENT SAFETY CODES AND STANDARDS WITH JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR SHALL CONTACT ALL FRANCHISE UTILITY COMPANIES TO HAVE THEM LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND DEPTH OF ALL FRANCHISE UTILITY SERVICES AND ANY REQUIRED RELOCATION AND/OR EXTENSIONS. SERVICES SHOWN ON THE PLANS, IF ANY, ARE CONCEPTUAL. 4.THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, POWER POLES, SIGNS, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING FOR THIS PROJECT. 5.BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 6.THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY GRADES. 7.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY, INCLUDING, BUT NOT LIMITED TO FENCES, WALLS, PAVEMENT, GRASS, TREES, AND LAWN SPRINKLER AND IRRIGATION SYSTEMS AT NO COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT (UNLESS OTHERWISE NOTED) AND IS NOT A SEPARATE PAY ITEM. 8.THE CONTRACTOR SHALL REMOVE SURPLUS MATERIAL FROM THE PROJECT AREA. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 10.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 11.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 12.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS SHALL BE SENT TO THE ARCHITECT, CIVIL ENGINEER, CONTRACTOR AND OWNER DIRECTLY FROM THE TESTING AGENCY. 13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 14.CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUM PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. 15.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 16.ALL HORIZONTAL DIMENSIONS GIVEN ARE TO FACE OF CURB AND TO PIPE CENTERLINES UNLESS OTHERWISE NOTED ON PLANS. 17.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION AND INSTALLATION OF FRANCHISE UTILITIES NECESSARY FOR ON AND OFF SITE CONSTRUCTION. PAYMENT FOR RELOCATION AND INSTALLATION WILL BE NEGOTIATED ONCE IDENTIFIED. 18.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE SHOWN. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 20.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CIVIL ENGINEER A COPY OF RECORD DRAWINGS IDENTIFYING ALL DEVIATIONS OR VARIATIONS FROM THE ORIGINAL PLANS. 21.CONTRACTOR SHALL GIVE NOTICE TO ALL AFFECTED PARTIES AND ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS OPERATIONS, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 22.ALL "RECORD" DIMENSIONS SHALL CONFORM TO THE DESIGN DIMENSIONS PLUS OR MINUS 0.02 FEET. ALL "RECORD" SLOPES SHALL CONFORM TO THE DESIGNED SLOPES PLUS OR MINUS 0.005 FOOT/FOOT. 23.CONTRACTOR SHALL CONTACT CITY BUILDING OFFICIAL TO LEARN OF ANY UNUSUAL CONSTRUCTION SEQUENCING REQUIREMENTS THAT THE CITY MAY REQUIRE. THE CONTRACTOR IS CAUTIONED THAT THIS AND PERHAPS OTHER SUCH REQUIREMENTS MAY EXIST AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH THEM. PAVING AND STRIPING NOTES 1.THE REINFORCED PORTLAND CEMENT CONCRETE SHOULD HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,600 PSI AND A MINIMUM REINFORCING THAT SHOULD BE IN ACCORDANCE WITH ACCEPTED CODES AND SHALL STRICTLY ADHERE TO DETAILS INCLUDED IN THIS SET. A BASE SUB-GRADE PER THE GEOTECHNICAL REPORT IS REQUIRED BENEATH ALL PAVING. 2.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE CITY AND PROJECT SPECIFICATIONS. 3.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 4.THE CONTRACTOR SHALL REVIEW LOCATION OF ALL TRAFFIC CONTROL DEVICES WITH THE OWNER PRIOR TO INSTALLATION. 5.SEE M.E.P. PLANS FOR LOCATION OF PROPOSED SLEEVING AND CONDUITS. 6.ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE MOST RECENT VERSION OF THE AMERICANS WITH DISABILITIES ACT OF 1994 AND THE TEXAS ARCHITECTURAL BARRIERS ACT OF 1994, AND ALL ADDENDUMS OR UPDATES. 7.CONTRACTOR SHALL SUBMIT A PAVEMENT JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY CONCRETE PAVING WORK. 8.ANY EXISTING CONCRETE OR ASPHALT SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.CONSTRUCTION JOINTS SHALL BE REQUIRED AT INTERRUPTIONS OF PAVING OPERATIONS SUCH AS THOSE OCCURRING AT THE END OF THE DAY OR DUE TO WEATHER OR EQUIPMENT BREAKDOWN. PLACE AT LONGITUDINAL CONSTRUCTION OR ISOLATION JOINT LOCATIONS. 10.CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS. CONCRETE PAVEMENT TO BE CONSTRUCTED WITH ISOLATION JOINTS AROUND THE PERIMETER OF ANY BLOCK OUT IN PAVEMENT AND SAWED DUMMY JOINTS EVERY 12' IN BOTH DIRECTIONS. 11.ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. 12.RADIAL JOINTS SHALL BE NO SHORTER THAN 24". 13.ALL CONSTRUCTION JOINTS SHALL BE SAWED, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH HOT POURED RUBBER JOINT SEALING COMPOUND. STORM SEWER NOTES 1.CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANAGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS, GRATE INLETS, AND ALL UTILITIES CROSSING THE STORM SEWER. FLOW LINES AND RIMS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE PROPOSED GRADE PRIOR TO CONSTRUCTION. 3.THE END OF ALL STORM SEWER LATERALS THAT CONNECT TO WORK BY PLUMBER SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARKED 5.0 FEET OUTSIDE THE BUILDING UNTIL FINAL CONNECTIONS ARE MADE BY PLUMBING CONTRACTOR. 4.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 5.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS. 6.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7.EXISTING MANHOLE TOPS AND ALL OTHER DRAINAGE FACILITIES SHALL BE ADJUSTED AS REQUIRED TO MATCH FINAL GRADES AS SHOWN ON GRADING PLAN. NO SEPARATE PAY ITEM. 8.ALL RCP SHALL BE CLASS 3 OR APPROVED EQUAL. STORM SEWER DISCHARGE AUTHORIZATION 1.IF THE TOTAL DISTURBED AREA EXCEEDS ONE (1) ACRE A NOTICE OF INTENT (N.O.I.) SHALL BE SUBMITTED BY THE CONTRACTOR TO THE TCEQ NO LESS THAN 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN A CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 3.A COPY OF THE SWPPP, INCLUDING CONTRACTOR CERTIFICATIONS AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY AND FILED WITH THE CONSTRUCTION PLANS, AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 4.A NOTICE OF TERMINATION (N.O.T.) SHALL BE SUBMITTED TO THE TCEQ BY THE CONTRACTOR WHEN THE SITE HAS 100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER HAS STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITIES (CONSTRUCTION), OR THE N.O.T. PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS OPERATIONAL CONTROL OF THE CONSTRUCTION. WATER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.HORIZONTAL AND VERTICAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 4.TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACK FILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE 'C' BACKFILL MATERIALS. WHEN TYPE 'C' BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER TYPE 'B' MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% PROCTOR DENSITY BY MEANS OF TAMPING ONLY. TRENCHES WHICH CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACK FILLED PER FIGURE 'A' WITH 95% PROCTOR STANDARD DENSITY OF -2, +4 OF OPTIMUM MOISTURE CONTENT. 5.TOP OF WATER LINES SHALL BE A MINIMUM OF 42" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 6.FIRE HYDRANTS SHALL BE A MINIMUM 3' BEHIND THE FACE OF THE CURB UNLESS OTHERWISE DIRECTED BY THE CITY. FIRE HYDRANTS AND VALVES AS SHOWN ON THESE PLANS ARE SYMBOLIC ONLY. 7.CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 8.ALL NEW WATER MAINS SHALL BE FULLY PURGED. 9.ALL 6", 8", 10" & 12" WATER MAINS SHALL BE PVC AWWA C900, DR-14. ALL WATER MAINS USING POLY-WRAPPED DUCTILE IRON PIPE SHALL BE CLASS 51. 10.FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE, WITH "COR-BLUE" BOLTS AND SHALL BE CLASS 250. SANITARY SEWER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.TRENCHES WHICH LIE OUTSIDE EXISTING PAVEMENTS SHALL BE BACKFILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE "C" BACKFILL MATERIAL. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER, TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY WITH MOISTURE CONTENT-2 AND +4% OF OPTIMUM MOISTURE CONTENT. 4.TYPICAL LOCATION OF SANITARY SEWER PIPE SHALL BE A MINIMUM OF 4'-0" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 5.ALL DUCTILE IRON SANITARY SEWER MAINS SHALL BE TESTED WITH STANDARD 5% DEFLECTION MANDREL. 6.ALL SANITARY SEWER LINES SHALL BE CAPPED WITH AN APPROPRIATE CAP AT THE END OF EACH WORKDAY. 7.WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. 8.ALL SEWER SERVICES SHALL BE CONSTRUCTED OF SDR-35 PIPE. TRAFFIC CONTROL NOTES 1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE OWNER, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. 2.ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), LATEST VERSION. 3.THE CONTRACTOR SHALL COVER EXISTING SIGNS AND OBLITERATE EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE INTENT OF THESE TRAFFIC CONTROL PLANS TO AVOID CONFUSION TO THE TRAVELING PUBLIC. 4.THE CONTRACTOR SHALL UNCOVER EXISTING SIGNS AND REPLACE PAVEMENT MARKINGS IN-KIND AS ORIGINALLY CONFIGURED AT THE END OF CONSTRUCTION OPERATIONS AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. 5.ALL TEMPORARY SIGNS, BARRICADES, WARNING LIGHTS AND OTHER MISCELLANEOUS TRAFFIC CONTROL MEASURES SHALL BE REMOVED AND ORIGINAL TRAFFIC CONTROL MEASURES REPLACED AT THE END OF THE CONTRACTOR'S CONSTRUCTION OPERATIONS. 6.ACCESS TO THE ADJACENT SHOPPING AREA AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. ANY CLOSURE OF ACCESS LANES SHALL BE COORDINATED WITH THE OWNER OF THE SHOPPING AREA, TARRANT VISTA PARTNERS, LLC. EROSION CONTROL NOTES 1.THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER PIPES OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS ACHIEVED. 2.CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH EXISTING TOPSOIL AND VEGETATION. 3.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE SEEDED (OR SODDED), IRRIGATED, AND MAINTAINED UNTIL PERMANENT STAND OF GRASS IS ACHIEVED WITH A MINIMUM OF 70% COVERAGE. UNLESS OTHERWISE NOTED, PRIVATE LAWN AREAS AND PARKWAYS IN FRONT OF PRIVATE LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH BLOCK SOD SIMILAR TO THAT EXISTING. 4.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS/EGRESS TO THE SITE. 5.CONSTRUCTION ENTRANCE: ·MINIMUM SIZE STONE: 5-INCHES DIAMETER ·THICKNESS: NOT LESS THAN 8-INCHES ·LENGTH: AS SHOWN ON PLAN ·WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS. ·MAINTENANCE REQUIREMENTS: AS NECESSARY TO PREVENT TRACKING OR FLOWING MUD INTO PUBLIC RIGHT-OF-WAY OR PARKING AREAS. 6.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ON A PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. 7.CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH IS DISTURBED. 8.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE FILTER BARRIER (OR OTHER METHOD APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT ADVERSE OFF SITE IMPACTS OR STORM WATER QUALITY FROM SILT AND CONSTRUCTION DEBRIS FLOWING ONTO ADJACENT PROPERTIES AS REQUIRED BY THE CITY. 9.BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 10.CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION. 11.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY THE T.C.E.Q. OR THE GOVERNING CITY. GRADING NOTES 1.IF A GRADING PERMIT IS REQUIRED FROM THE CITY PRIOR TO STARTING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT AND PAYING ALL ASSOCIATED FEES. 2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 3.ALL SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE UNLESS NOTED OTHERWISE. 4.CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE EXISTING AND PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. CONTRACTOR ADJUSTMENTS TO SPOT GRADES TO MAINTAIN POSITIVE DRAINAGE IS ALLOWED WITH THE PRIOR APPROVAL OF THE ENGINEER. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PAVING IF ANY AREAS OF POOR DRAINAGE ARE ENCOUNTERED. 5.THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 6.ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. 7.ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE GEOTECHNICAL REPORT. 8.GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 9.THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND USE TO DETERMINE HIS BID ACCORDINGLY. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES (PER A.D.A. & T.A.S) EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. AND T.A.S. COMPLIANCE ISSUES. GE N E R A L N O T E S C-1 93 Item 8. X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 70 1 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 6 8 1 68 2 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 68 6 68 9 6 9 4 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 /// /// /// /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. 7 0 2 ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. 194.58' T (S 20°27'44" E) 36.7 8 ' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) IN T E R S T A T E H I G H W A Y 3 5 IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) PU B L I C R O A D PR I V A T E D R I V E PR I V A T E D R I V E GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO PARKING NO PARKING NO PA R K I N G LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC CORNER FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD S142 S143 S142 S143 S143 S144 S142 S143 S143 S144 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 FB FB IP IP IP IP IP IP IP IP IP IP FB FB FB FB FB FBFB FB FB FB 24' CE CW IP IP IP IP IP IP IP DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-3 C-2 ER O S I O N C O N T R O L P L A N CO M M E R C I A L LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CONTRACTOR SHALL KEEP EXISTING DRIVES OPEN AND CLEAN AT ALL TIMES. CE FB CW EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. 94 Item 8. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T.686 685 685 684 68 3 682 681 68 0 6 7 9 67 9 680 679 68 0 67 8 67 7 67 8 67 8 68 0 6 8 0 68 7 68568 6 68 2 683 684 68 1 67 9 6 8 0 68 1 68 2 6 8 3 6 8 4 68 5 6 8 6 6 8 7 6 8 8 // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 24.37 ACRES 1,061,616 SQ. FT. 63.47' LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC EXISTING SWALE FINISHED PAD FINISHED PAD S144 S145 S143 S146 S144 S145 S143 S146 IP FB FB FB DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 IN T E R S T A T E H I G H W A Y 3 5 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-2 C-3 ER O S I O N C O N T R O L P L A N NO R T H LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. CE FB CW 95 Item 8. /// //////////////////////// // / /// //////////////////////////////////////////////// /// ///////// /// /// ////////////////////////////////////////// ///////// //////////////////////////////////// ////// /// /// // / ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X /// / / / 705 706 693 694 695 696 697 698 69 9 700 701 702 70 3 70 4 694 695 69 6 6 9 7 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL FL-12"CMP=690.0'(W) SPOIL PILE LOT 2 BLOCK B 5.88 ACRES DETENTION POND 2 LOT 1 BLOCK B FINISHED PADFINISHED PAD FINISHED PADFINISHED PAD FINISHED PADFINISHED PAD1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF ISBELL ENGR1/2" CIRF RED1/2" IRF BENT1/2" CIRF 4857 8IN WFC 3IN PIPE POST 3IN PIPE POST1/2" CIRF ISBELL ENGR1/2" IRF BENT1/2" CIRF 4857 3IN PIPE POST 3IN PIPE POST 1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF RED 8IN WFC 3IN PIPE POST 3IN PIPE POST IP FB FB FB FB FB FB FB FB FB FB FB 24' CE CW IP ////// ///////// ////////////////////////////////////////// X X X X X X X 7 0 3 LOT 5 BLOCK A 1.53 AC FINISHED PAD5/8" IRF LEANING5/8" CIRF ORANGE5/8" CIRFDNF5/8" IRF5/8" IRF LEANING5/8" CIRF5/8" IRF5/8" CIRF ORANGEDNF FB DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 CHAPMAN ROAD MA T C H L I N E T H I S S H E E T MA T C H L I N E T H I S S H E E T CHAPMAN ROAD C-4 ER O S I O N C O N T R O L P L A N CH A P M A N L O T S LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. Does not match minimum width per detail 96 Item 8. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-5 ER O S I O N C O N T R O L D E T A I L S PLAN VIEW PROFILE "ROCK FOR FOUNDATION" (4" - 8" ROCK) ROADWAY FILTER FABRIC UNDERLINER (MIRAFI 140NL) EXISTING GRADE 50' MIN. GRADE TO PREVENT RUNOFF FROM LEAVING SITE CONSTRUCTION ENTRANCE CONCRETE WASHOUT DETAIL A A GENERAL PLAN SANDBAGS EXIST. GRADE 10 MIL PLASTIC SHEET 6" MIN. MAX. FILL LEVEL 1'-6" MIN. VARIES SECTION A-A VA R I E S 97 Item 8. //////////////////////// /// ///////////////////////////////// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 69 9 70 0 701 702 7 0 3 STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 6 8 1 68 2 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 68 5 68 6 68 9 6 9 0 6 9 4 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. 7 0 2 ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. 194.58' T (S 20°27'44" E) 1,061,616 SQ. FT. 36.7 8 ' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) 100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 DNF DNF S141C S141B S141 S142 S143 S141E S141D S141C S141B S141 S142 S143 S143 S144 S141E S141D S141C S141B S141 S142 S143 S143 S144 EL=700.040 100477WDN. FENCEEL=701.646 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S141C S141B S141 S142 S143 100476WDN. FENCE ! DNF DNF 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S141C S141B S141 S142 S143 39 5 . 2 ' 145.53' 196.15' 79.83' 25 . 6 1 ' 21 . 6 1 ' 24.65'24.6' 29 . 7 6 ' 51.49' 23 ' TREE REMOVAL FOR PROPOSED DRIVE DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-6 DE M O L I T I O N P L A N CONTRACTOR SHALL KEEP EXISTING DRIVES OPEN AND CLEAN AT ALL TIMES. 1.THE LOCATION OF ALL EXISTING UTILITIES WERE OBTAINED FROM AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH OF UTILITY PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2.ANY DISCREPANCIES IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. 3.PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL ALL PERMITS HAVE BEEN RECEIVED. 4.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKERS AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 5.CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO PRIVATE OR PUBLIC PROPERTY. 6.CONTRACTOR TO ENSURE COMPLIANCE WITH ANY AND ALL LAND DISTURBANCE NOTIFICATIONS REQUIREMENTS, AND THAT ALL REQUIRED EROSION CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE STATE, LOCAL, OR FEDERAL REQUIREMENTS. 7.CONTRACTOR TO PROVIDE PROPER NOTIFICATION TO UTILITY COMPANIES PRIOR TO REMOVAL OF ANY UTILITY LINES 8.CONTRACTOR IS RESPONSIBLE FOR THE PROPER CITY, STATE, OR FEDERAL NOTIFICATIONS AND/OR FEES ASSOCIATED WITH THE DEMOLITION PRIOR TO COMMENCING. 9.CONTRACTOR TO PROPERLY DISPOSE OF ALL DEMOLISHED MATERIAL OFF OF THE SITE. 10.IF NOT SHOWN ON THE DEMOLITION DRAWINGS, THE CONTRACTOR SHALL REMOVE ALL EXISTING MATERIALS AS NECESSARY TO COMPLETE ALL NEW WORK AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 11.SALVAGE RIGHTS FOR ALL DEMOLISHED MATERIALS SHALL BE FIRST GIVEN TO THE OWNER. ANY MATERIALS NOT RETAINED BY THE OWNER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 12.THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS IN THE REMOVAL/DEMOLITION OF HAZARDOUS MATERIALS. 13.CONTRACTOR IS RESPONSIBLE FOR ALL REGISTRATIONS, PERMITS AND FEES REQUIRED TO REMOVE & PROPERLY DISPOSE OF ALL DEMOLITION MATERIALS. 14.DEMO CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS AND NOTIFICATIONS TO ALL LOCAL, STATE AND FEDERAL AUTHORITIES. 15.CONTRACTOR SHALL COORDINATE AND ASSUME ANY FEES ASSOCIATED WITH REMOVAL OF UTILITIES. ALL ABANDONED UTILITIES TO BE REMOVED & CAPPED. 16.REFER TO SURVEY FOR LIMITS AND BOUNDARY OF PROPERTY. 17.CONTRACTOR SHALL PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS. 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 LEGEND EXISTING PAVEMENT TO BE REMOVED EXISTING BUILDING TO BE REMOVED FULL-DEPTH SAWCUT 98 Item 8. X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// VOLUME 2163, PAGE 47 ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. T 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. IN T E R S T A T E H I G H W A Y 3 5 SO U T H B O U N D S E R V I C E R O A D FUTURE PHASE 2 R 2 0 ' R2' 30 ' R2 0 0 ' R2 3 0 ' R 2 0 ' R20' R10' R 2 ' R50' R 2 ' R 1 0 ' R 3 ' R3' R 3 ' R3' R 3 ' R3' R 3 ' R3' R 3 ' R 6 ' R3' R6' R 3 ' R 6 ' R3' R 1 0 ' R2' R 4 . 5 ' R4.5 ' R 4 . 5 ' R4 . 5 ' R 4 . 5 ' R4 . 5 ' 10 ' R 4 . 5 ' R4 . 5 ' R 4 . 5 ' R4 . 5 ' R 4 . 5 ' R4 . 5 ' R 4 . 5 ' R4 . 5 ' R4 . 5 ' R 4 . 5 ' 10 ' 19'24'38'24'38'35'19'10'19'25' 9' 24 ' 19 ' 24 ' 19 ' 9' 9' R4 . 5 ' R 4 . 5 ' 10 ' R4 . 5 ' R 4 . 5 ' 10 ' R4 . 5 ' R 4 . 5 ' 10 ' R 6 'R6' R 6 'R6' R 6 'R6' R 6 'R6' 30 ' 9' 9' 9. 0 1 ' 9' 19' 26' 26' 19' 9' R 3 ' R6 ' R 6 ' R3' R6 ' R 3 ' R3' R10 ' R 3 ' R5' R 4 . 5 ' R4. 5 ' R4 . 5 ' R 4 . 5 ' R4 . 5 ' R 4 . 5 ' R4. 5 ' R 4 . 5 ' R4.5 ' R 4 . 5 ' 10 ' 10 ' R3' R 1 0 ' R6' R 2 ' R20 ' R 2 0 ' R 2 0 ' R 3 0 ' R 2 0 ' R20 ' R2 0 ' R20 ' 30 ' 30 ' 30' R 2 ' R20 ' R25' R 1 0 ' R 2 0 ' R 8 ' R8' R2' 10' 10 ' 10' 10' 38 ' 24 ' 38 ' 24 ' 19 ' R4 . 5 ' R 4 . 5 ' R4. 5 ' R 4 . 5 ' 9' 9'9' 10 ' 10 ' 10 ' 10 ' 9' 9' 9' 9' 9'9'9' 9' 9' 10 ' 10 ' 38' 28.67 ' 10 ' 5' 9'18 ' 18 ' 9' 18' 34' 18' 9'9' 18 ' R20 ' R30 ' NO CURB 166 SPACES 38'25'38'25'38'25'38'25'38' 24'19' R 1 0 ' R7' R20' R30' R 3 0 ' 11' 20 0 ' 30 ' NAIL FND. MAG 100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 5/8" CIRF ORANGE SA N G E R W E S T B L V D . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 S142 S143 S143 S142 S143 S143NAIL FND. MAG EL=700.040 100477WDN. FENCEEL=701.646 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 SA N G E R W E S T B L V D . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 NAIL FND. MAG 100476WDN. FENCE ! 5/8" CIRF ORANGE302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 R15 ' R10' R6 0 ' R5 0 ' R60' R 6 0 ' R5' R5 ' R1 0 ' R 5 ' R 5 ' R10' R5' R50' R15' R10' R 5 'R6' R20 ' R5' R2' R 1 0 ' R 1 0 ' R1 0 ' R1 0 ' 252' 19 2 . 6 7 ' 29 . 5 ' 68.77 ' 94 . 7 7 ' 88.09' 70 . 7 4 ' 15 1 . 1 ' 12' 15.06 ' 12 ' 15 . 6 7 ' 12 . 3 4 ' 22 . 3 3 ' 124.33' 66 . 8 2 ' R 6 ' R 2 0 ' R10' R30 ' R 3 0 ' R5 0 ' PROPOSED TRANFORMER PROPOSED TRASH COMPACTOR EXIT DOOR BFR ADA PARKING (2 SPS) ADA PARKING (2 SPS) BFR BFR BFR BFR BFR BFR BFR BEGIN CURB END CURB PHARMACY DRIVE-THRU R26 . 3 1 ' ADA PARKING (2 SPS) ADA PARKING (3 SPS) ADA PARKING (4 SPS) ELEC. VEH. PARKING (6 SPACES) 51.7' 25 . 9 5 ' 91 . 4 4 ' 89 . 5 2 ' 87.04' 95.45' BFRBFR BFR BFR 7. 6 7 ' 6. 6 7 ' 55.51' R30 ' R50 ' R 3 0 ' R50' 11 . 6 4 ' 23.67' 5' PROPOSED TRANFORMER PROPOSED TRANFORMER 11 . 6 8 ' R30' R 2 0 ' MEDIUM DUTY CONCRETE PAVEMENT BOLLARDS ALONG FRONT 8' TYP. DETECHABLE WARNING MAT AT FLUSH CURB CONNECT TO DRIVEWAY BY OTHERS REFERENCE SHEET C-10 FOR WORK IN TxDOT RIGHT OF WAY IN T E R S T A T E H I G H W A Y 3 5 IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) PU B L I C R O A D PR I V A T E D R I V E PR I V A T E D R I V E GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO PARKING NO PARKING NO PA R K I N G LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC 10 8 4 4 9 9 10 9 9 9 9 8 10 8 9 9 9 8 878 9 10 10 13 14 5 1111111111111111 37 24 9 9 7 8 7 8 8 14 11 1111111111111114 LOT 4 BLOCK A 3.07 AC BLOCK A CORNER LOT 1.13 AC 9 29 ' 50' STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN STOP SIGN DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 C-7 DI M E N S I O N A L C O N T R O L PL A N C O M M E R C I A L NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.AN EXTRA SACK OF CEMENT PER CUBIC YARD IS REQUIRED FOR ALL HAND POURS. 1.SANITATION CONTAINER SCREENING WALLS WILL BE 7' HEIGHT BRICK MASONRY, STONE MASONRY, OR OTHER ARCHITECTURAL MASONRY FINISH, INCLUDING A METAL GATE, PRIMED AND PAINTED, AND THE SANITATION CONTAINER SCREENING WALLS, GATE, AND PAD SITE WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY'S DESIGN SPECIFICATIONS. 2.MECHANICAL AND HEATING AND AIR CONDITIONING EQUIPMENT IN NON-RESIDENTIAL USES SHALL BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND FROM ADJACENT RESIDENTIAL PROPERTIES. LEGEND PROPERTY LINE CURB & GUTTER LIGHT DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 HEAVY DUTY/FIRE LANE CONCRETE PAVEMENT. REFERENCE DETAIL SHT C-30 HEAVY DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 DUMPSTER DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 CONCRETE SIDEWALK PAVEMENT REFERENCE DETAIL SHT C-30 PROPOSED FULL DEPTH SAWCUT PROPOSED PARKING COUNTS10 KEY MAP Provide Geotech Report 99 Item 8. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. 24.37 ACRES 1,061,616 SQ. FT. 2 - 24" STORM PIPES IN S T E R S T A T E H I G H W A Y 3 5 SO U T H B O U N D S E R V I C E R O A D IN T E R S T A T E H I G N W A Y 3 5 MA I N L A N E S N O R T H / S O U T H R 3 0 ' R 2 0 ' R20 ' R2 0 ' R20 ' 30 ' 30 ' 10 ' 5' 9'18 ' 18 ' 9' 24' 10 0 ' S144 S145 S143 S146 S144 S145 S143 S146 PROPOSED TRANFORMER PROPOSED TRASH COMPACTOR BFR 91 . 4 4 ' 89 . 5 2 ' 11 . 6 8 ' R30' MEDIUM DUTY CONCRETE PAVEMENT LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 12 BLOCK A 0.89 AC 14 9 9 7 8 DETENTION POND 1 STOP SIGN DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 C-8 DI M E N S I O N A L C O N T R O L PL A N N O R T H NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.AN EXTRA SACK OF CEMENT PER CUBIC YARD IS REQUIRED FOR ALL HAND POURS. 1.SANITATION CONTAINER SCREENING WALLS WILL BE 7' HEIGHT BRICK MASONRY, STONE MASONRY, OR OTHER ARCHITECTURAL MASONRY FINISH, INCLUDING A METAL GATE, PRIMED AND PAINTED, AND THE SANITATION CONTAINER SCREENING WALLS, GATE, AND PAD SITE WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY'S DESIGN SPECIFICATIONS. 2.MECHANICAL AND HEATING AND AIR CONDITIONING EQUIPMENT IN NON-RESIDENTIAL USES SHALL BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND FROM ADJACENT RESIDENTIAL PROPERTIES. LEGEND PROPERTY LINE CURB & GUTTER LIGHT DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 HEAVY DUTY/FIRE LANE CONCRETE PAVEMENT. REFERENCE DETAIL SHT C-30 HEAVY DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 DUMPSTER DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 CONCRETE SIDEWALK PAVEMENT REFERENCE DETAIL SHT C-30 PROPOSED FULL DEPTH SAWCUT PROPOSED PARKING COUNTS10 KEY MAP 100 Item 8. /// //////////////////////// // / /// //////////////////////////////////////////////// /// /// /// /// ////////////////////////////////////////// ///////// ////////////////////////////////////////// /// /////////////// /// /// // / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL FL-12"CMP=690.0'(W) 1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF ISBELL ENGR1/2" CIRF RED1/2" IRF BENT 8IN WFC DNF 1/2" CIRF RED DNF 100446FIRE HYDRANTEL=701.9921/2" CIRF ISBELL ENGR1/2" IRF BENT DNF 100446FIRE HYDRANTEL=701.992 1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF RED 8IN WFC 1/2" CIRF RED DNF 28' 28' DRIVEWAY BY OTHERS DRIVEWAY BY OTHERS DRIVEWAY BY OTHERS LOT 2 BLOCK B 5.88 ACRES DETENTION POND 2 R20 ' R 2 0 ' 24 ' FUTURE LOT LINES 3' WIDE CONC. PILOT CHANNEL REF. DETAIL SHT. C-31 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-9 DI M E N S I O N A L C O N T R O L PL A N C H A P M A N L O T S NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.AN EXTRA SACK OF CEMENT PER CUBIC YARD IS REQUIRED FOR ALL HAND POURS. 1.SANITATION CONTAINER SCREENING WALLS WILL BE 7' HEIGHT BRICK MASONRY, STONE MASONRY, OR OTHER ARCHITECTURAL MASONRY FINISH, INCLUDING A METAL GATE, PRIMED AND PAINTED, AND THE SANITATION CONTAINER SCREENING WALLS, GATE, AND PAD SITE WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY'S DESIGN SPECIFICATIONS. 2.MECHANICAL AND HEATING AND AIR CONDITIONING EQUIPMENT IN NON-RESIDENTIAL USES SHALL BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND FROM ADJACENT RESIDENTIAL PROPERTIES. LEGEND PROPERTY LINE CURB & GUTTER LIGHT DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 HEAVY DUTY/FIRE LANE CONCRETE PAVEMENT. REFERENCE DETAIL SHT C-30 HEAVY DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 DUMPSTER DUTY CONCRETE PAVEMENT REFERENCE DETAIL SHT C-30 CONCRETE SIDEWALK PAVEMENT REFERENCE DETAIL SHT C-30 PROPOSED FULL DEPTH SAWCUT PROPOSED PARKING COUNTS10 KEY MAP 101 Item 8. STATE OF TEXAS DOC. NO. 2020-44894 O.R.D.C.T. T S 1 4 2 S 1 4 3 S 1 4 3 S 1 4 4 S 1 4 2 S 1 4 3 S 1 4 2 S 1 4 3 INTERSTATE HIGHWAY 35 INTERSTATE HIGHWAY 35 (SOUTHBOUND SERVICE ROAD) 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-10 IH 3 5 T U R N L A N E AD D I T I O N NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.AN EXTRA SACK OF CEMENT PER CUBIC YARD IS REQUIRED FOR ALL HAND POURS. 30' R 3 0 ' R3 0 ' 30' CONNECT TO EXISTING DRIVE BY OTHERS CONNECT TO EXISTING SIDEWALK BY OTHERS CONNECT TO EXISTING SIDEWALK BY OTHERS FULL DEPTH SAWCUT PROPOSED TxDOT PEDESTRIAN RAMP TYPE 10, PER TxDOT DETAIL SHT PED-18 EXISTING INLET TO REMAIN EXISTING INLET TO REMAIN CONVERT CURB INLET TO JUNCTION BOX PER INLET & MH CAPPING DETAIL LEGEND PROPERTY LINE CURB & GUTTER 9" THICK CONCRETE PVMT. @ 4000 PSI W/#4 @ 18" O.C. PUBLIC SIDEWALK PROPOSED FULL DEPTH SAWCUT SECTION A-A EXISTING CONCRETE PVMT.SO U T H B O U N D L A N E S SAWCUT REMOVE EXISTING CURB & GUTTER 12' 2% SLOPE PROPOSED RIGHT TURN LANE 1% SLOPE PROPOSED 6' SIDEWALK A A 200' STORAGE 100' TRANSITION PROPOSED TxDOT PEDESTRIAN RAMP PER TxDOT DETAIL SHT PED-18 CONVERT CURB INLET TO JUNCTION BOX PER INLET & MH CAPPING DETAIL INSTALL NEW TxDOT CURB INLET AT PROPOSED CURB INSTALL NEW TxDOT CURB INLET AT PROPOSED CURB PROPOSED 6' WIDE SIDEWALK PROPOSED RIGHT TURN LANE 8" SOLID WHITE LINE 11 ' LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 GENERAL PAVING NOTES CONCRETE DRIVEWAY KEY MAP FUTURE SIDEWALK NOTE: RELOCATION OF INLETS ALONG IH 35 NECESSARY ONLY IF IH 35 IMPROVEMENTS ARE COMPLETE PRIOR TO CONSTRUCTION A TxDOT permit is required for construction within state ROW 102 Item 8. X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// VOLUME 2163, PAGE 47 ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. T 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. IN T E R S T A T E H I G H W A Y 3 5 SO U T H B O U N D S E R V I C E R O A DNAIL FND. MAG 100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 5/8" CIRF ORANGE SA N G E R W E S T B L V D . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 S142 S143 S143 S142 S143 S143NAIL FND. MAG EL=700.040 100477WDN. FENCEEL=701.646 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 SA N G E R W E S T B L V D . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 NAIL FND. MAG 100476WDN. FENCE ! 5/8" CIRF ORANGE302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 IN T E R S T A T E H I G H W A Y 3 5 IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) PU B L I C R O A D PR I V A T E D R I V E PR I V A T E D R I V E GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC LOT 4 BLOCK A 3.07 AC BLOCK A CORNER LOT 1.13 AC 15'15'15'15' 15 ' 15 ' 15 ' 15 ' 15'15'15'15' 15 ' 15 ' 15 ' 15 ' 15'15'15'15' 15 ' 15 ' 15 ' 15 ' 15'15'15'15' 15 ' 15 ' 15 ' 15 ' 15' 15' 15' 15' 15' 12.68 ' 8.89' 15 ' 15 ' 15 ' DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 C-11 JO I N T I N G P L A N CO M M E R C I A L NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.AN EXTRA SACK OF CEMENT PER CUBIC YARD IS REQUIRED FOR ALL HAND POURS. EXPANSION JOINT (TYP.) EXPANSION JOINT (TYP.) EXPANSION JOINT (TYP.) EXPANSION JOINT (TYP.) EXPANSION JOINT (TYP.) CONTRACTION JOINT (TYP.) CONTRACTION JOINT (TYP.) CONTRACTION JOINT (TYP.) CONTRACTION JOINT (TYP.) CONTRACTION JOINT (TYP.) CONTRACTION JOINT (TYP.) 103 Item 8. X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 CIRS CIRSCIRSCIRS 5/8" CIRF "TXDOT" CIRS R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 70 1 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 6 8 1 68 2 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 68 6 68 9 6 9 4 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 /// /// /// /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// CIRS 1/2" CIRS "ISBELL ENGINEERING" "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS CIRS 7 0 2 ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. S 20°05'13" W 30.70' 194.58' T N 69°54'47" W (55.48') (S 20°27'44" E) C1 36.7 8 ' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) IN T E R S T A T E H I G H W A Y 3 5 IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) PU B L I C R O A D PR I V A T E D R I V E PR I V A T E D R I V E GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO PARKING NO PARKING NO PA R K I N G LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC 10 8 4 4 9 9 10 9 9 9 9 8 10 8 9 9 9 8 878 9 10 10 13 14 5 1111111111111111 37 24 9 9 7 8 7 8 8 14 11 1111111111111114 CORNER 9 FF = 691.00 685.00 685.00 687.00 687.00 FF = 692.45 687.00 BW 687.00687.70 687.70 BW 688.67 689.83 690.40693.64 692.98693.64 693.24 692.67 693.33 691.16 690.19 690.66 690.25 690.46 690.51 689.94 690.40 690.48 690.90 690.65 690.76 690.55 690.53 690.80 688.15 689.50691.49 693.99 691.60 691.00 691.53 691.88 692.00 695.82 695.78 697.38 697.01 695.22 ???± ME 694.50 692.95 689.19 689.30 688.73 688.71 689.26 689.32 689.26 687.86 689.58 690.17 690.12 690.31689.77 689.37689.36 689.32 689.32 688.72 689.00 689.00 687.84 686.49 686.29 687.86 682.86 683.43 689.00 689.18 688.58 688.75 689.12 687.90 689.15 688.22 688.36 688.94 688.80 688.05 690.00 689.50 690.30 685.67 686.69 685.19 685.79 688.14 688.14 688.56 691.58 692.25 691.73 691.73 691.40 691.40 691.27 694.37694.50 694.44 695.61 690.13 689.37 689.97 686.86 689.54 689.54 689.97 TW 691.00 TW 690.88689.42 686.86 686.86 BW 690.00 691.00 689.27 689.50 BW 689.50 689.50 689.86 TW 689.30 BW 689.70691.00 691.00 TW 689.21 689.21 689.38 691.00 691.00 689.32 689.99 689.32 689.50 689.40 689.40 689.90689.90 688.71 688.49 688.33 688.19 690.85 690.31 690.96 697.44± ME 697.27± ME 697.98± ME 697.88± ME697.84± ME 699.20± ME 699.18± ME 699.14± ME 696.40± ME 696.46± ME 696.60± ME 695.27 695.79 696.29 696.88697.52 696.97 696.67 696.39696.52 697.25 695.03 694.54 695.99 691.60 691.80 692.38 691.80 691.56 691.57 691.95 692.22 691.95 691.69 691.53 691.72 690.63 690.70 690.61 690.73 690.48 691.85 691.76 692.09 691.98 690.59 690.99 690.51 690.94 690.42 691.80691.35 691.80 691.01 690.26 691.23 691.54 690.19 690.42 690.38 691.46 688.66 688.77 689.32 689.90 689.40 689.40689.90 689.06 689.06 689.06 689.40 689.32 689.32 689.37 689.21 689.09 689.14 689.20 688.30 688.98 688.95 689.36 688.72 688.55 689.32 689.32 688.89 689.20 688.98 690.90 690.90 690.40 690.40 690.50 690.50 690.50 690.50 687.91 688.54 688.57 688.85 688.33 688.69 688.60 688.57 688.95 688.34 688.78 688.34 689.37 689.81 688.50 690.49 690.61 690.62 690.54 690.49 690.20 690.35 690.42 690.18 690.26 691.15691.00 690.30 697.43 695.14 695.63 695.53 695.63695.73 696.42 696.42 696.32 694.38694.46 FF = 690.00 689.99 689.40 689.27 688.47 688.76 690.04 689.98 688.78 688.63 689.64 689.23 688.51 689.10 690.00 TC 689.82 TC 689.82 TC 689.90 TC 689.90 TC 689.82 TC 689.82 TC 689.82TC 689.90TC 689.90TC 689.82 TC 689.82 689.99 689.99 689.82 689.41 689.91 689.32 689.22689.72 689.72 690.99 690.99 690.99 690.99 690.99 690.68 690.81 690.84 690.75 690.74 690.76690.76 690.99691.00 690.99 689.99 689.99 689.99 TC 689.86 TC 689.81 TC 689.82 689.99 TC 689.82 TC 690.00TC 690.55 690.99690.99 689.92 690.05 690.68 690.17 690.07 690.24 690.32 690.44 TC 692.30TC 692.38TC 692.38TC 692.30 692.44 692.43 692.44 692.44692.39 691.26 691.33692.18 692.41 692.07 691.56691.68 691.34 691.84 690.37 690.49 691.36 692.24 691.70 691.70 689.32 TC 689.81 689.32 TC 689.82 685.26± ME 686.00 684.51± ME 685.49 681.45 683.05 686.39 687.84689.00 682.95 682.85 680.81 680.97 680.59 682.07 681.97 679.89 679.78 689.90 686.32687.09 687.88 688.50± ME 686.11 689.00± ME 689.10 690.80± ME 690.19± ME TG 686.32 TG 684.47 TG 684.47 TG 685.10 694.96 FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD 691.43 691.58691.58 692.83 S142 S143 S142 S143 S143 S144 S142 S143 S143 S144 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-13 C-12 GR A D I N G P L A N CO M M E R C I A L LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TG TOP OF GRATE 699.50 700 695 REFERENCE SHEET C-13 FOR GRADING NOTES 104 Item 8. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. CIRS UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T.686 685 685 684 68 3 682 681 68 0 6 7 9 67 9 680 679 68 0 67 8 67 7 67 8 67 8 68 0 6 8 0 68 7 68568 6 68 2 683 684 68 1 67 9 6 8 0 68 1 68 2 6 8 3 6 8 4 68 5 6 8 6 6 8 7 6 8 8 // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. N 89°38'41" W (87.41') (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 24.37 ACRES 1,061,616 SQ. FT. 63.47' S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC 684.50 685.50 678.00 BW 677.69 679.50 BW 679.50 679.50 BW 685.79 685.99 685.05 685.95 686.00 TG 684.29 678.58 FINISHED PAD FINISHED PAD 678.00 BW 686.50 TW 686.50 TW 686.50 TW 686.49 TW S144 S145 S143 S146 S144 S145 S143 S146 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 IN T E R S T A T E H I G H W A Y 3 5 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-12 C-13 GR A D I N G P L A N NO R T H LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TG TOP OF GRATE 699.50 NOTES: 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2.EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 3:1; MIN EARTH GRADE IS 1.0%; MIN PAVING GRADE IS 0.5%. 4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SANGER AND ADA STANDARDS. 8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 12.ALL PORTIONS OF PROPOSED RETAINING WALLS INCLUDING FOUNDATIONS, FOOTINGS, ETC. SHALL NOT EXTEND INTO THE RIGHT-OF-WAY. 13.RETAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. RETAINING WALLS GREATER THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND SEALED BY LICENSED STATE OF TEXAS STRUCTURAL OR GEOTECHNICAL ENGINEER. 14.WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY , DATED, . 700 695 105 Item 8. /// //////////////////////// // / /// //////////////////////////////////////////////// /// ///////// /// /// ////////////////////////////////////////// ///////// //////////////////////////////////// ////// /// /// // / ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X /// / / / 705 706 693 694 695 696 697 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL CIRS CIRS FL-12"CMP=690.0'(W) SPOIL PILE CIRS LOT 2 BLOCK B 5.88 ACRES DETENTION POND 2 LOT 1 BLOCK B FINISHED PADFINISHED PAD FINISHED PADFINISHED PAD FINISHED PADFINISHED PAD 691.85 691.58 690.45 690.95 691.80 1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF ISBELL ENGR1/2" CIRF RED1/2" IRF BENT1/2" CIRF 4857 8IN WFC 3IN PIPE POST 3IN PIPE POST1/2" CIRF ISBELL ENGR1/2" IRF BENT1/2" CIRF 4857 3IN PIPE POST 3IN PIPE POST 1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF RED 8IN WFC 3IN PIPE POST 3IN PIPE POST ////// /////////////////////////////////////// 7 0 3 1/2" IRF CIRS LOT 5 BLOCK A 1.53 AC FINISHED PAD5/8" IRF LEANING5/8" IRF LEANINGDA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 CHAPMAN ROAD MA T C H L I N E T H I S S H E E T MA T C H L I N E T H I S S H E E T CHAPMAN ROAD C-14 GR A D I N G P L A N CH A P M A N L O T S LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TG TOP OF GRATE 699.50 700 695 REFERENCE SHEET C-13 FOR GRADING NOTES A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 10.106(d)(10)(C) 106 Item 8. ///////// // / ///////////////////// /// /// /////////////////////////////////////////////////// ///////////////////// /// ////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. 4" MFP 700 70 5 6 9 9 7 0 0 7 0 1 70 2 69 5 69 6 69 7 69 8 699 700 701 702 703 70 4 6 9 5 69 9 70 0 701 702 7 0 3 706 693 694 695 696 697 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 697 698 699 701702 703 696 695 694 694 695 696 696 698 699 700 703 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL S 0 0 ° 4 8 ' 5 2 " W 5 6 3 . 2 4 ' S 0 1 ° 2 6 ' 2 3 " W 1 1 8 3 . 5 7 ' N 88°49'25" W 1307.41' N 0 0 ° 5 8 ' 4 7 " E 7 2 4 . 5 9 ' CIRS CIRS 100D NAIL FOUND CIRS 14.5' X 14.9' METAL SHED L3 L5 L7 L8 CIRS L1 L2 L4 CIRS 1/2" IRF CIRS (S 0 0 ° 1 4 ' 5 5 " E ) (S 0 0 ° 1 4 ' 5 5 " E ) (S 89°41'39" W) (N 0 0 ° 3 0 ' 0 7 " W ) CIRS CIRS L9 L6 1/2" CIRF "KAZ" CIRS FL-12"CMP=690.0'(W) SPOIL PILE CIRS S 0 8 ° 1 7 ' 1 2 " W STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. EXCHANGE DRIVE (50' WIDE R.O.W.) CABINET E, PG. 280, P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. S 88°37'28" E (1186.11') N 89°38'41" W (87.41') S 0 8 ° 5 7 ' 3 8 " W ( 2 4 7 . 9 2 ' ) S 1 8 ° 4 8 ' 2 5 " W ( 1 9 8 . 8 2 ' ) S 81°33'29 " E 83.58' N 88°36'29" W 419.32' N 01°13'52" E 9.80' N 88°21'17" W (221.87') N 0 1 ° 2 6 ' 2 3 " E 1 0 0 2 . 9 7 ' 1122.76' (N 88°49'21"W) 41.31' 94 2 . 8 9 ' CIRS CIRSCIRSCIRS 1/2" IRF CIRS (S 88°11'56" E) 5/8" CIRF "TXDOT" (S 81°11'08 " E 8 6 . 3 0 ' ) (S 1 9 ° 1 0 ' 4 6 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (N 0 1 ° 5 3 ' 4 0 " E ) CIRS N 69°54'47" W (55.48') (N 88°13'58" W)(N 01°26'26" E) (N 88°08'43" E) (N 7 0 ° 2 5 ' 0 9 " W ) UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. C1 RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" 63.47' CIRS 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND 1/2" IRF (5 7 . 1 9 ' ) WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 36.7 8 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 683 682 681 68 0 6 7 9 67 9680 679 680 67 8 67 7 67 8 67 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 68 0 6 8 0 6 8 1 682 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 692 689690 69 1 68 8 68 7 685686 68 2 683 684 68 1 67 9 68 0 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 // / // / // / // / // / // / /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// S 20°05'13" W 30.70' CIRS 1/2" CIRS "ISBELL ENGINEERING" (S 20°27'44" E) "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. 233. 6 0 ' N 70 ° 4 0 ' 5 2 " W CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS S 19°40'28" W (47.78') (S 20°03'15" W) (N 69°32'18" W) 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. N 89°38'41" W (87.41') S 20°05'13" W 30.70' (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. C1 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S EX. 6 - 24" PIPES 6 9 4 6 9 5 701 702 703 EXISTING 3 - 24" PIPES EX-1 34.00 AC 41.00 CFS EX-2 41.67 AC 54.13 CFS EXISTING ROADSIDE DITCH W/ 2 - 24" STORM PIPES EXISTING STORM CROSSING 6 - 24" STORM PIPES OS-1 12.25 AC 14.77 CFS EXISTING SWALE L = 1,929 FT L = 2,079 FT PRE 34.00 AC, 41.52 CFS PRE 41.67 AC, 54.75 CFS OS-2 9.00 AC 11.69 CFS OS-3 6.87 AC 55.86 CFS DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 0 GRAPHIC SCALE 1 inch = ft. 100 100 200 100 50 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. LEGEND A-1 1.5 AC 10 CFS C-15 EX I S T I N G D R A I N A G E AR E A S 107 Item 8. ///////// // / ///////////////////// /// /// /////////////////////////////////////////////////// ///////////////////// /// ////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X CALLED 95 ACRES JACKSON JAY MARSHALL DOC. NO. 2013-133569 O.R.D.C.T. 700 705 69 5 69 6 69 7 69 8 699 700 701 6 9 5 69 9 70 0 701 702 7 0 3 706 693 694 695 696 69 7 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 697 698 699 701702 703 696 695 694 694 695 696 696 698 699 700 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL S 0 0 ° 4 8 ' 5 2 " W 5 6 3 . 2 4 ' S 0 1 ° 2 6 ' 2 3 " W 1 1 8 3 . 5 7 ' N 88°49'25" W 1307.41' N 0 0 ° 5 8 ' 4 7 " E 7 2 4 . 5 9 ' CIRS CIRS 100D NAIL FOUND CIRS L3 L5 L7 L8 CIRS L1 L2 L4 1/2" IRF CIRS (S 0 0 ° 1 4 ' 5 5 " E ) (S 0 0 ° 1 4 ' 5 5 " E ) (S 89°41'39" W) (N 0 0 ° 3 0 ' 0 7 " W ) CIRS CIRS L9 L6 1/2" CIRF "KAZ" CIRS FL-12"CMP=690.0'(W) SPOIL PILE CIRS S 0 8 ° 1 7 ' 1 2 " W STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . EXCHANGE DRIVE (50' WIDE R.O.W.) CABINET E, PG. 280, P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 O.R.D.C.T. HOLT TEXAS, LTD., DOC. NO. 2013-71958 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. S 88°37'28" E (1186.11') N 89°38'41" W (87.41') S 0 8 ° 5 7 ' 3 8 " W ( 2 4 7 . 9 2 ' ) S 1 8 ° 4 8 ' 2 5 " W ( 1 9 8 . 8 2 ' ) S 81°33'29 " E 83.58' N 88°36'29" W 419.32' N 01°13'52" E 9.80' N 88°21'17" W (221.87') N 0 1 ° 2 6 ' 2 3 " E 1 0 0 2 . 9 7 ' 1122.76' (N 88°49'21"W) 41.31' 94 2 . 8 9 ' CIRS CIRSCIRSCIRS 1/2" IRF CIRS (S 88°11'56" E) 5/8" CIRF "TXDOT" (S 81°11'08 " E 8 6 . 3 0 ' ) (S 1 9 ° 1 0 ' 4 6 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (N 0 1 ° 5 3 ' 4 0 " E ) CIRS N 69°54'47" W (55.48') (N 88°13'58" W)(N 01°26'26" E) (N 88°08'43" E) (N 7 0 ° 2 5 ' 0 9 " W ) UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. C1 RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" 63.47' CIRS 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND 1/2" IRF (5 7 . 1 9 ' ) WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 36.7 8 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 68 3 682 681 68 0 6 7 9 67 9680 679 68 0 67 8 67 7 67 8 67 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 68 0 6 8 0 6 8 1 682 683 683684685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 692 689690 69 1 68 8 68 7 68568 6 68 2 683 684 68 1 67 9 68 0 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// S 20°05'13" W 30.70' CIRS 1/2" CIRS "ISBELL ENGINEERING" (S 20°27'44" E) "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. 233. 6 0 ' N 70 ° 4 0 ' 5 2 " W CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS S 19°40'28" W (47.78') (S 20°03'15" W) (N 69°32'18" W) 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. N 89°38'41" W (87.41') S 20°05'13" W 30.70' (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. C1 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S EX. 6 - 24" PIPES 702 703 W. CHAPMAN DRIVE (FM 455) EX. BANK EX. BANK EX. KWIK KAR EX. O'REILLY AUTO PARTS IN T E R S T A T E H I G H W A Y 3 5 IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) PU B L I C R O A D PR I V A T E D R I V E PU B L I C D R I V E PR I V A T E D R I V E GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 2 BLOCK A LOT 2 BLOCK B 5.88 ACRES LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC DETENTION POND 2 LOT 1X BLOCK B EXISTING SIGNAL PROPOSED SIGNAL LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO PARKING NO PARKING NO PAR K I N G LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC 10 8 4 4 9 9 10 9 9 9 9 8 10 8 9 9 9 8 878 9 10 10 13 14 5 1111111111111111 37 24 9 9 7 8 7 8 8 14 11 1111111111111114 LOT 3 BLOCK A 16.47 AC LOT 4 BLOCK A 3.07 AC LOT 5 BLOCK A 1.53 AC LOT 1 BLOCK B CORNER LOT 1.13 AC 9 OS-1 12.25 AC 14.77 CFS EXISTING 3 - 24" PIPES EXISTING ROADSIDE DITCH W/ 2 - 24" STORM PIPES EXISTING STORM CROSSING 6 - 24" STORM PIPES EXISTING SWALE OS-2 9.00 AC 11.69 CFS PRE 34.00 AC, 41.52 CFS POST 35.59 AC, 289.33 CFS* *WILL BE DETAINED PRE 41.67 AC, 54.75 CFS POST 37.15 AC, 302.01 CFS* *WILL BE DETAINED OS-3 6.87 AC 55.86 CFS FINISHED PADFINISHED PAD FINISHED PADFINISHED PADFINISHED PADFINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD A-1 2.78 AC 22.60 CFS A-2 0.96 AC 7.81 CFS OS-4 18.86 AC 24.50 CFS B-1 26.98 AC 35.05 CFS A-3 0.15 AC 1.22 CFS A-4 0.86 AC 6.99 CFS A-5 0.80 AC 6.50 CFS A-6 0.65 AC 5.29 CFS A-7 0.70 AC 5.69 CFS A-8 1.46 AC 11.87 CFS A-9 0.29 AC 2.36 CFS A-10 0.75 AC 6.10 CFS A-11 0.74 AC 6.02 CFS A-12 0.72 AC 5.85 CFS A-13 0.86 AC 6.99 CFS A-14 1.06 AC 8.62 CFS A-15 0.31 AC 2.52 CFS A-16 0.69 AC 5.61 CFS A-17 0.45 AC 3.66 CFS A-18 0.24 AC 1.95 CFS A-19 0.97 AC 7.89 CFS A-20 0.71 AC 5.77 CFS A-21 0.63 AC 5.12 CFS B-11 1.67 AC 13.58 CFS D-1 0.05 AC 0.41 CFS R-1 0.06 AC 0.49 CFS R-2 0.16 AC 1.30 CFS R-3 0.12 AC 0.98 CFS R-4 0.08 AC 0.65 CFS R-5 0.12 AC 0.98 CFS R-6 0.06 AC 0.49 CFS R-7 0.12 AC 0.98 CFS R-8 0.04 AC 0.33 CFS R-9 0.08 AC 0.65 CFS R-10 0.04 AC 0.33 CFS R-11 0.10 AC 0.81 CFS R-12 0.12 AC 0.98 CFS R-13 0.03 AC 0.24 CFS R-14 0.03 AC 0.24 CFS R-15 0.09 AC 0.73 CFS R-16 0.09 AC 0.73 CFS R-17 0.09 AC 0.73 CFS R-18 0.09 AC 0.73 CFS A-14A 0.10 AC 0.81 CFS B-2 0.50 AC 4.07 CFS B-3 0.76 AC 6.17 CFS B-4 0.88 AC 7.16 CFS B-5 0.94 AC 7.64 CFS B-6 1.35 AC 10.98 CFS B-7 1.19 AC 9.68 CFS B-8 0.98 AC 7.97 CFS B-9 0.17 AC 1.38 CFS B-10 0.17 AC 1.38 CFS A-22 2.77 AC 22.52 CFS DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 0 GRAPHIC SCALE 1 inch = ft. 100 100 200 100 50 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. LEGEND A-1 1.5 AC 10 CFS NOTE: NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE Required Storage Volume: 375,090 cubic-feet 8.611 acre-feet A A PROP. GRD EXIST. GRD A A PROPERTY LINE 100 yr. WSEL Q100=11.69 cfs C-16 PR O P O S E D D R A I N A G E AR E A S Required Storage Volume: 395,845 cubic-feet 9.087 acre-feet A revised flood study (comments returned April 3) is needed for a thorough drainage review. Pond calculations and WSEL are needed to cross check closed conduit calculations. Existing pond is replaced by proposed. verify These are shown to be plugged. Show the interim condition 108 Item 8. X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A LOT 2 TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 O.R.D.C.T. CIRSCIRSCIRS CIRS 5/8" CIRF "TXDOT" CIRS UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. /// /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// CIRS 1/2" CIRS "ISBELL ENGINEERING" "X" CUT SET HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS CIRS LOT 1 194.58' T (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 13 BLOCK A 1.03 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO PARKING NO PARKING NO PA R K I N G LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC 10 8 4 4 9 9 10 9 9 9 9 8 10 8 9 9 9 8 878 9 10 10 13 14 5 1111111111111111 37 24 9 9 7 8 7 8 8 14 11 1111111111111114 9 FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD S143 S144 S143 S144 STA: 0+10.12 STORM LINE A 1 - SLOPED HEADWALL FL 54": 679.503 LF OF 54" RCP @ 0.50% 51 LF OF 54" RCP @ 0.50% 3 LF OF 54" RCP @ 0.50% STA: 1+19.07 STORM LINE A PIPE SIZE CHANGE FL 54": 680.04 FL 48": 680.04 3 LF OF 54" RCP @ 0.49% 70 LF OF 48" PVC @ 0.50% 69 LF OF 48" PVC @ 0.50% STA: 2+61.37 STORM LINE A PIPE SIZE CHANGE FL 48": 680.75 FL 42": 680.75 3 LF OF 48" PVC @ 0.50% 215 LF OF 42" PVC @ 0.50% STA: 5+13.04 STORM LINE A 1 - 5' DIA. STORM MANHOLE FL 42": 682.01 FL 42": 682.01 FL 18": 684.23 37 LF OF 42" PVC @ 0.50% 79 LF OF 42" PVC @ 0.50% STA: 5+95.12 STORM LINE A PIPE SIZE CHANGE FL 42": 682.42 FL 36": 682.42 3 LF OF 42" PVC @ 0.50% STA: 6+72.28 STORM LINE A 45° WYE FL 36": 682.81 77 LF OF 36" PVC @ 0.50% 109 LF OF 36" PVC @ 0.50% STA: 7+84.42 STORM LINE A PIPE SIZE CHANGE FL 36": 683.37 FL 27": 683.37 3 LF OF 36" PVC @ 0.50% STA: 8+25.08 STORM LINE A 45° WYE FL 27": 683.86 FL 27": 683.86 41 LF OF 27" PVC @ 1.21% 82 LF OF 27" PVC @ 1.21% STA: 9+09.93 STORM LINE A PIPE SIZE CHANGE FL 27": 684.89 FL 18": 684.89 3 LF OF 27" PVC @ 1.21% STA: 10+46.02 STORM LINE A 1 - 45° BEND FL 18": 686.53 136 LF OF 18" PVC @ 1.21% STA: 10+65.82 STORM LINE A 1 - 5' CURB INLET TOP: 690.63 FL 15": 686.63 20 LF OF 18" PVC @ 1.21% STA: 10+72.32 STORM LINE A 1 - 5' CURB INLET TOP: 691.03 FL 15": 687.03 6 LF OF 15" PVC @ 6.15% 36 STA: 0+11.26 STORM LINE B 1 - SLOPED HEADWALL FL 42": 679.29 104 LF OF 42" PVC @ 0.50% STA: 1+28.81 STORM LINE B 1 - 5' DIA. STORM MANHOLE FL 42": 679.88 FL 36": 680.48 14 LF OF 42" PVC @ 0.50% 126 LF OF 36" PVC @ 0.50% STA: 2+94.75 STORM LINE B PIPE CONNECTION FL 36": 681.31 40 LF OF 36" PVC @ 0.50% STA: 3+50.94 STORM LINE B PIPE CONNECTION FL 36": 681.59 FL 36": 681.59 56 LF OF 36" PVC @ 0.50% 124 LF OF 36" PVC @ 0.50% STA: 4+78.01 STORM LINE B PIPE SIZE CHANGE FL 36": 682.22 FL 30": 682.72 3 LF OF 36" PVC @ 0.50% STA: 4+84.07 STORM LINE B 1 - 45° BEND FL 30": 682.75 6 LF OF 30" PVC @ 0.50% STA: 5+02.49 STORM LINE B 1 - 45° BEND FL 30": 682.84 FL 30": 682.84 18 LF OF 30" PVC @ 0.50% STA: 6+47.73 STORM LINE B STA: 0+00.00 STORM LAT B-3 1 - 5' DIA. STORM MANHOLE FL 30": 683.57 FL 27": 684.07 FL 18": 685.32 14 5 L F O F 3 0 " P V C @ 0 . 5 0 % 30 LF OF 27" PVC @ 0.50% STA: 7+94.38 STORM LINE B 1 - 45° BEND 117 LF OF 27" PVC @ 0.50% STA: 8+25.19 STORM LINE B 1` - 45° BEND FL 27": 684.95 31 LF OF 27" PVC @ 0.50% STA: 8+84.73 STORM LINE B 1 - 45° BEND FL 27": 685.25 60 LF OF 27" PVC @ 0.50% STA: 9+34.01 STORM LINE B 1 - 4'X4' WYE INLET TOP: 697.60 FL 27": 685.50 49 LF OF 27" PVC @ 0.50% 8" R O O F 8" R O O F 8" R O O F 8" R O O F 8" R O O F 8" R O O F 8" R O O F 8" R O O F 2" R O O F 2" R O O F 2" R O O F 2" R O O F 2" R O O F 2" R O O F 8" R O O F 4" ROOF 4" R O O F 4" R O O F 6" R O O F 15 " R O O F 15 " R O O F 15 " R O O F STA: 0+77.24 STORM LAT A-1 3'X3' DROP INLET TOP: 685.10 FL 21": 681.65 7 7 L F O F 2 1 " P V C @ 1 . 4 4 % STA: 0+54.69 STORM LAT A-2 3'X3' DROP INLET TOP: 684.47 FL 18": 681.42 55 LF OF 18" PVC @ 0.50% STA: 1+16.07 STORM LINE A STA: 0+00.00 STORM LAT A-2 60° WYE FL 54": 680.03 FL 54": 680.03 FL 18": 681.15 STA: 0+54.94 STORM LAT A-3 3'X3' DROP INLET TOP: 684.94 FL 18": 682.03 55 LF OF 18" PVC @ 0.50% STA: 1+88.89 STORM LINE A STA: 0+00.00 STORM LAT A-3 60° WYE FL 48": 680.39 FL 48": 680.39 FL 18": 681.76 STA: 0+19.21 STORM LAT A-4 5' CURB INLET TOP: 688.40 FL 18": 684.40 19 LF OF 18" PVC @ 11.97% STA: 2+57.90 STORM LINE A STA: 0+00.00 STORM LAT A-4 60° WYE FL 48": 680.73 FL 48": 680.73 FL 18": 682.10 STA: 0+48.75 STORM LAT A-5 3'X3' DROP INLET TOP: 686.32 FL 24": 682.82 49 LF OF 24" PVC @ 0.50% STA: 4+76.16 STORM LINE A STA: 0+00.00 STORM LAT A-5 60° WYE FL 42": 681.83 FL 42": 681.83 FL 24": 682.58 STA: 0+35.71 STORM LAT A-6 5' CURB INLET TOP: 688.41 FL 18": 684.41 36 LF OF 18" PVC @ 0.50% STA: 0+16.08 STORM LAT A-7 5' CURB INLET TOP: 688.36 FL 18": 684.36 FL 18": 684.36 16 LF OF 18" PVC @ 0.50% STA: 0+22.58 STORM LAT A-7 5' CURB INLET TOP: 688.65 FL 18": 684.65 7 LF OF 18" PVC @ 4.50% STA: 5+92.10 STORM LINE A STA: 0+00.00 STORM LAT A-7 60° WYE FL 42": 682.41 FL 42": 682.41 FL 18": 684.28 STA: 0+15.21 STORM LAT A-8 5' CURB INLET TOP: 688.69 FL 21": 684.69 FL 15": 684.69 15 LF OF 21" PVC @ 4.73% STA: 0+21.71 STORM LAT A-8 5' CURB INLET TOP: 689.87 FL 15": 685.87 7 LF OF 15" PVC @ 18.15% STA: 7+81.42 STORM LINE A STA: 0+00.00 STORM LAT A-8 60° WYE FL 36": 683.35 FL 36": 683.35 FL 21": 683.97 STA: 0+22.67 STORM LAT A-9 5' CURB INLET TOP: 691.35 FL 15": 687.35 16 LF OF 18" PVC @ 12.89% STA: 9+06.93 STORM LINE A STA: 0+00.00 STORM LAT A-9 60° WYE FL 27": 684.85 FL 27": 684.85 FL 18": 685.22 STA: 0+12.73 STORM LINE A STA: 0+00.00 STORM LAT A-1 60° WYE FL 54": 679.51 FL 54": 679.51 FL 21": 680.53 STA: 0+14.46 STORM LAT B-1 5' CURB INLET TOP: 688.55 FL 18": 684.55 14 LF OF 18" PVC @ 25.86% STA: 1+14.76 STORM LINE B STA: 0+00.00 STORM LAT B-1 60° WYE FL 42": 679.81 FL 42": 679.81 FL 18": 680.81 STA: 2+54.62 STORM LINE B PIPE CONNECTION FL 36": 681.11 FL 36": 681.11 STA: 4+75.01 STORM LINE B STA: 0+00.00 STORM LAT B-2 60° WYE FL 36": 682.21 FL 36": 682.21 FL 18": 682.96 STA: 0+05.85 STORM LAT B-2 5' CURB INLET TOP: 689.17 FL 18": 685.17 6 LF OF 18" PVC @ 37.76% STA: 0+58.72 STORM LAT B-3 DOUBLE SIDED 5' CURB INLET TOP: 690.44 FL 18": 686.44 59 LF OF 18" PVC @ 1.91% STA: 0+24.03 STORM LAT B-4 5' CURB INLET TOP: 690.69 FL 18": 686.69 24 LF OF 18" PVC @ 8.74% STA: 6+77.42 STORM LINE B STA: 0+00.00 STORM LAT B-4 60° WYE FL 27": 684.22 FL 27": 684.22 FL 18": 684.59 STA: 0+16.14 STORM LAT A-9 5' CURB INLET TOP: 691.30 FL 18": 687.30 FL 15": 687.30 6 LF OF 15" PVC @ 0.77% STA: 0+63.95 STORM LINE A 45° BEND FL 54": 679.76 FL 54": 679.77 49 LF OF 54" RCP @ 0.50% STA: 1+12.70 STORM LINE A 45° BEND FL 54": 680.01 FL 54": 680.01 6" P V C P I P E 6" P V C P I P E DR A I N 12 " T R E N C H 4" P V C DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-18 C-17 ST O R M D R A I N A G E P L A N CO M M E R C I A L LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET ALL PIPES SHALL BE CONTECH ULTRA FLOW MATERIAL Show Sewer crossings in profile (TYP) Show water crossings in profile (TYP) This inlet is on a 4:1 Slope per the grading plan. Verify how this wye inlet will be efficient enough to pick up all the flow on that slope Provide easement Public storm lines must be RCP per NCTCOG standards. (TYP) update throughout 109 Item 8. HOLT TEXAS, LTD., DOC. NO. 2013-71958 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X // / // / // / // / // / // / // / // / // / // / // / // / // / CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CALLED 26.385 ACRES N 89°38'41" W (87.41') (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) LOT 14 BLOCK A 1.38 AC FINISHED PAD S145 S143 S146 S145 S143 S146 STA: 0+11.26 STORM LINE B STA: 0+06.33 STORM OUTFALL 1 - SLOPED HEADWALL FL 36": 677.03 STA: 0+11.59 STORM OUTFALL 1 - 45° BEND FL 36": 677.04 FL 36": 677.04 5 LF OF 36" PVC @ 0.17% STA: 3+68.61 STORM OUTFALL 1 - 45° BEND FL 36": 677.64 357 LF OF 36" PVC @ 0.17% STA: 4+05.48 STORM OUTFALL 1 - OUTLET STRUCTURE REF. SHT. C-23 FL 36": 677.70 37 LF OF 36" PVC @ 0.17% STA: 0+00 STORM LINE C PIPE THROUGH WALL FL 27": 678.58 STA: 0+33.89 STORM LINE C STA: 0+00.00 STORM LAT C-1 60° WYE FL 27": 679.34 FL 24": 679.34 FL 24": 679.59 34 LF OF 27" PVC @ 2.25% STA: 0+36.89 STORM LINE C 24" PLUG FL 24": 679.413 LF OF 24" PVC @ 2.25% STA: 0+31.17 STORM LAT C-1 3'X3' DROP INLET TOP: 684.29 FL 24": 680.29 31 LF OF 24" PVC @ 2.25% DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 IN T E R S T A T E H I G H W A Y 3 5 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-17 C-18 ST O R M DR A I N A G E P L A N NO R T H LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET ALL PIPES SHALL BE CONTECH ULTRA FLOW MATERIAL Must be RCP 110 Item 8. /// //////////////////////// // / /// //////////////////////////////////////////////// /// ///////// /// /// ////////////////////////////////////////// ///////// /////////////////////////////////////// //////////// /// /// // / ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X /// / / / FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL CIRS CIRS FL-12"CMP=690.0'(W) SPOIL PILE CIRS LOT 2 BLOCK B 5.88 ACRES DETENTION POND 2 LOT 1 BLOCK B FINISHED PADFINISHED PAD FINISHED PADFINISHED PAD FINISHED PADFINISHED PAD1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF ISBELL ENGR1/2" CIRF RED1/2" IRF BENT1/2" CIRF 4857 8IN WFC 3IN PIPE POST 3IN PIPE POST1/2" CIRF ISBELL ENGR1/2" IRF BENT1/2" CIRF 4857 3IN PIPE POST 3IN PIPE POST 1/2" IRF5/8" IRF1/2" CIRF KAZ 53121/2" CIRF RED 8IN WFC 3IN PIPE POST 3IN PIPE POST STA: 0+07.05 STORM LINE D 1 - SLOPED HEADWALL FL 42": 692.25 STA: 0+69.07 STORM LINE D 1 - 45° BEND FL 42": 692.56 FL 42": 692.56 62 LF OF 42" PVC @ 0.50% STA: 1+56.64 STORM LINE D 60° WYE FL 24": 693.25 PLUG 24" FL 42": 693.00 88 LF OF 42" PVC @ 0.50% STA: 3+03.01 STORM LINE D 60° WYE FL 24": 693.98 PLUG 24" FL 42": 693.73 146 LF OF 42" PVC @ 0.50% 218 LF OF 42" PVC @ 0.50% STA: 5+23.82 STORM LINE D PIPE SIZE CHANGE FL 42": 694.83 FL 30": 695.33 3 LF OF 42" PVC @ 0.50% 163 LF OF 30" PVC @ 1.00% 119 LF OF 30" PVC @ 1.00% STA: 8+08.80 STORM LINE D PIPE SIZE CHANGE FL 30": 698.18 FL 24": 698.68 3 LF OF 30" PVC @ 1.00% 52 LF OF 24" PVC @ 1.00% STA: 8+69.08 STORM LINE D 1 - 3'X3' DROP INLET TOP: 702.70 FL 24": 699.28 8 LF OF 24" PVC @ 1.00% STA: 0+05.63 STORM OUTFALL POND 2 1 SLOPED HEADWALL FL 24": 690.03 STA: 0+47.32 STORM OUTFALL POND 2 1 - OUTLET STRUCTURE REF. SHT. C-23 FL 24": 690.45 42 LF OF 24" PVC @ 1.00% STA: 0+00 STORM LINE E 1 - SLOPED HEADWALL FL 36": 691.85 STA: 0+47 STORM LINE E 4'X4' WYE INLET TOP: 697.00 FL 36": 692.32 47 LF OF 36" PVC @ 1.00% STA: 5+20.82 STORM LINE D 60° WYE FL 24": 695.07 PLUG 24" FL 42": 694.82 FL 42": 694.82 STA: 6+87.02 STORM LINE D 60° WYE FL 24": 696.96 PLUG 24" FL 30": 696.96 FL 30": 696.96 STA: 8+05.77 STORM LINE D 60° WYE FL 18": 698.40 18" PLUG FL 30": 698.15 FL 30": 698.15 STA: 0+10.22 STORM LAT D-1 1 - 24" STUB FL 24": 699.25 10 LF OF 24" PVC @ 0.50% STA: 8+60.68 STORM LINE D 60° WYE FL 24": 699.20 FL 24": 699.20 FL 24": 699.20 3' WIDE CONCRETE PILOT CHANNEL SEE DETAIL SHT. C-31 3' WIDE CONCRETE PILOT CHANNEL SEE DETAIL SHT. C-31 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 CHAPMAN ROAD C-19 ST O R M D R A I N A G E P L A N CH A P M A N L O T S LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET ALL PIPES SHALL BE CONTECH ULTRA FLOW MATERIAL Storm drain picks up offsite drainage and must be in an easement 111 Item 8. STORM LINE A ST A : 0 + 1 0 . 1 2 S T O R M L I N E A 1 - S L O P E D H E A D W A L L FL : 5 4 " = 6 7 9 . 5 0 ST A : 0 + 1 2 . 7 3 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 1 60 ° W Y E FL : 5 4 " = 6 7 9 . 5 1 FL : 5 4 " = 6 7 9 . 5 1 FL : 2 1 " = 6 8 0 . 5 3 ST A : 1 + 1 6 . 0 7 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 2 60 ° W Y E FL : 5 4 " = 6 8 0 . 0 3 FL : 5 4 " = 6 8 0 . 0 3 FL : 1 8 " = 6 8 1 . 1 5 ST A : 1 + 1 9 . 0 7 S T O R M L I N E A PI P E S I Z E C H A N G E FL : 5 4 " = 6 8 0 . 0 4 FL : 4 8 " = 6 8 0 . 0 4 ST A : 1 + 8 8 . 8 9 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 3 60 ° W Y E FL : 4 8 " = 6 8 0 . 3 9 FL : 4 8 " = 6 8 0 . 3 9 FL : 1 8 " = 6 8 1 . 7 6 ST A : 2 + 6 1 . 3 7 S T O R M L I N E A PI P E S I Z E C H A N G E FL : 4 8 " = 6 8 0 . 7 5 FL : 4 2 " = 6 8 0 . 7 5 ST A : 2 + 5 7 . 9 0 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 4 60 ° W Y E FL : 4 8 " = 6 8 0 . 7 3 FL : 4 8 " = 6 8 0 . 7 3 FL : 1 8 " = 6 8 2 . 1 0 ST A : 4 + 7 6 . 1 6 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 5 60 ° W Y E FL : 4 2 " = 6 8 1 . 8 3 FL : 4 2 " = 6 8 1 . 8 3 FL : 2 4 " = 6 8 2 . 5 8 ST A : 5 + 1 3 . 0 4 S T O R M L I N E A 1 - 5 ' D I A . S T O R M M A N H O L E FL : 4 2 " = 6 8 2 . 0 1 FL : 4 2 " = 6 8 2 . 0 1 FL : 1 8 " = 6 8 4 . 2 3 ST A : 5 + 9 2 . 1 0 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 7 60 ° W Y E FL : 4 2 " = 6 8 2 . 4 1 FL : 4 2 " = 6 8 2 . 4 1 FL : 1 8 " = 6 8 4 . 2 8 ST A : 5 + 9 5 . 1 2 S T O R M L I N E A PI P E S I Z E C H A N G E FL : 4 2 " = 6 8 2 . 4 2 FL : 3 6 " = 6 8 2 . 4 2 ST A : 6 + 7 2 . 2 8 S T O R M L I N E A 45 ° W Y E FL : 3 6 " = 6 8 2 . 8 1 ST A : 7 + 8 1 . 4 2 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 8 60 ° W Y E FL : 3 6 " = 6 8 3 . 3 5 FL : 3 6 " = 6 8 3 . 3 5 FL : 2 1 " = 6 8 3 . 9 7 ST A : 7 + 8 4 . 4 2 S T O R M L I N E A PI P E S I Z E C H A N G E FL : 3 6 " = 6 8 3 . 3 7 FL : 2 7 " = 6 8 3 . 3 7 ST A : 8 + 2 5 . 0 8 S T O R M L I N E A 45 ° W Y E FL : 2 7 " = 6 8 3 . 8 6 FL : 2 7 " = 6 8 3 . 8 6 ST A : 9 + 0 6 . 9 3 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 9 60 ° W Y E FL : 2 7 " = 6 8 4 . 8 5 FL : 2 7 " = 6 8 4 . 8 5 FL : 1 8 " = 6 8 5 . 2 2 ST A : 9 + 0 9 . 9 3 S T O R M L I N E A PI P E S I Z E C H A N G E FL : 2 7 " = 6 8 4 . 8 9 FL : 1 8 " = 6 8 4 . 8 9 ST A : 1 0 + 4 6 . 0 2 S T O R M L I N E A 1 - 4 5 ° B E N D FL : 1 8 " = 6 8 6 . 5 3 ST A : 1 0 + 6 5 . 8 2 S T O R M L I N E A 1 - 5 ' C U R B I N L E T TO P : 6 9 0 . 6 3 FL : 1 5 " = 6 8 6 . 6 3 3 LF OF 54" PVC @ 0.50% 51 LF OF 54" PVC @ 0.50% 3 LF OF 54" PVC @ 0.50% 3 LF OF 54" PVC @ 0.49% 70 LF OF 48" PVC @ 0.50% 69 LF OF 48" PVC @ 0.50% 3 LF OF 48" PVC @ 0.50% 215 LF OF 42" PVC @ 0.50% 37 LF OF 42" PVC @ 0.50% 79 LF OF 42" PVC @ 0.50% 3 LF OF 42" PVC @ 0.50% 77 LF OF 36" PVC @ 0.50% 109 LF OF 36" PVC @ 0.50% 3 LF OF 36" PVC @ 0.50% 41 LF OF 27" PVC @ 1.21% 82 LF OF 27" P V C @ 1 . 2 1 % 3 LF OF 27" PVC @ 1.21% 136 LF OF 18" P V C @ 1 . 2 1 % 20 LF OF 18" PVC @ 1.21% PROP. GRADE EX. GROUND ST A : 1 0 + 7 2 . 3 2 S T O R M L I N E A 1 - 5 ' C U R B I N L E T TO P : 6 9 1 . 0 3 FL : 1 5 " = 6 8 7 . 0 3 FULL FLOW Q100 = 80.82 CFS QCAP = 150.64 CFS VDESIGN = 5.08 FPS SF = 0.14% HV = 0.40 FULL FLOW Q100 = 68.55 CFS QCAP = 110.03 CFS VDESIGN = 5.45 FPS SF = 0.19% HV = 0.46 FULL FLOW Q100 = 57.73 CFS QCAP = 110.03 CFS VDESIGN = 4.59 FPS SF = 0.14% HV = 0.33 FULL FLOW Q100 = 57.73 CFS QCAP = 77.07 CFS VDESIGN = 6.00 FPS SF = 0.28% HV = 0.56 FULL FLOW Q100 = 45.86 CFS QCAP = 77.07 CFS VDESIGN = 4.77 FPS SF = 0.18% HV = 0.35 FULL FLOW Q100 = 32.93 CFS QCAP = 51.09 CFS VDESIGN = 4.66 FPS SF = 0.21% HV = 0.34 FULL FLOW Q100 = 19.27 CFS QCAP = 51.09 CFS VDESIGN = 2.73 FPS SF = 0.07% HV = 0.12 49 LF OF 54" PVC @ 0.50% ST A : 0 + 6 3 . 9 5 S T O R M L I N E A 45 ° B E N D FL : 5 4 " = 6 7 9 . 7 6 FL : 5 4 " = 6 7 9 . 7 7 ST A : 1 + 1 2 . 7 0 S T O R M L I N E A 45 ° B E N D FL : 5 4 " = 6 8 0 . 0 1 FL : 5 4 " = 6 8 0 . 0 1 FULL FLOW Q100 = 73.83 CFS QCAP = 150.64 CFS VDESIGN = 4.64 FPS SF = 0.12% HV = 0.33 FULL FLOW Q100 = 73.83 CFS QCAP = 150.64 CFS VDESIGN = 4.64 FPS SF = 0.12% HV = 0.33 FULL FLOW Q100 = 73.83 CFS QCAP = 150.64 CFS VDESIGN = 4.64 FPS SF = 0.12% HV = 0.33 FULL FLOW Q100 = 68.55 CFS QCAP = 150.64 CFS VDESIGN = 4.31 FPS SF = 0.10% HV = 0.29 FULL FLOW Q100 = 62.85 CFS QCAP = 110.03 CFS VDESIGN = 5.00 FPS SF = 0.16% HV = 0.39 FULL FLOW Q100 = 45.86 CFS QCAP = 77.07 CFS VDESIGN = 4.77 FPS SF = 0.18% HV = 0.35 FULL FLOW Q100 = 33.74 CFS QCAP = 77.07 CFS VDESIGN = 3.51 FPS SF = 0.10% HV = 0.19 FULL FLOW Q100 = 33.74 CFS QCAP = 51.09 CFS VDESIGN = 4.77 FPS SF = 0.22% HV = 0.35 FULL FLOW Q100 = 19.27 CFS QCAP = 36.91 CFS VDESIGN = 4.85 FPS SF = 0.33% HV = 0.36 FULL FLOW Q100 = 17.97 CFS QCAP = 36.91 CFS VDESIGN = 4.52 FPS SF = 0.29% HV = 0.32 FULL FLOW Q100 = 8.13 CFS QCAP = 36.91 CFS VDESIGN = 2.05 FPS SF = 0.06% HV = 0.06 FULL FLOW Q100 = 8.13 CFS QCAP = 12.52 CFS VDESIGN = 4.60 FPS SF = 0.51% HV = 0.33 FULL FLOW Q100 = 8.13 CFS QCAP = 12.52 CFS VDESIGN = 4.60 FPS SF = 0.51% HV = 0.33 FULL FLOW Q100 = 2.52 CFS QCAP = 17.35 CFS VDESIGN = 2.05 FPS SF = 0.13% HV = 0.07 HGL WSE 685.58 STORM LAT A-7STORM LAT A-6STORM LAT A-5STORM LAT A-4STORM LAT A-3STORM LAT A-2STORM LAT A-1 ST A : 0 + 1 2 . 7 3 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 1 60 ° W Y E FL : 5 4 " = 6 7 9 . 5 1 FL : 5 4 " = 6 7 9 . 5 1 FL : 2 1 " = 6 8 0 . 5 3 ST A : 1 + 1 6 . 0 7 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 2 60 ° W Y E FL : 5 4 " = 6 8 0 . 0 3 FL : 5 4 " = 6 8 0 . 0 3 FL : 1 8 " = 6 8 1 . 1 5 ST A : 1 + 8 8 . 8 9 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 3 60 ° W Y E FL : 4 8 " = 6 8 0 . 3 9 FL : 4 8 " = 6 8 0 . 3 9 FL : 1 8 " = 6 8 1 . 7 6 ST A : 2 + 5 7 . 9 0 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 4 60 ° W Y E FL : 4 8 " = 6 8 0 . 7 3 FL : 4 8 " = 6 8 0 . 7 3 FL : 1 8 " = 6 8 2 . 1 0 ST A : 4 + 7 6 . 1 6 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 5 60 ° W Y E FL : 4 2 " = 6 8 1 . 8 3 FL : 4 2 " = 6 8 1 . 8 3 FL : 2 4 " = 6 8 2 . 5 8 ST A : 5 + 1 3 . 0 4 S T O R M L I N E A 1 - 5 ' D I A . S T O R M M A N H O L E FL : 4 2 " = 6 8 2 . 0 1 FL : 4 2 " = 6 8 2 . 0 1 FL : 1 8 " = 6 8 4 . 2 3 ST A : 5 + 9 2 . 1 0 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 7 60 ° W Y E FL : 4 2 " = 6 8 2 . 4 1 FL : 4 2 " = 6 8 2 . 4 1 FL : 1 8 " = 6 8 4 . 2 8 ST A : 0 + 7 7 . 2 4 S T O R M L A T A - 1 3' x 3 ' D R O P I N L E T TO P : 6 8 5 . 1 0 FL : 2 1 " = 6 8 1 . 6 5 77 LF OF 21" P V C @ 1 . 4 4 % EX. GROUND PROP. GRADE 55 LF OF 18" PVC @ 0.50% ST A : 0 + 5 4 . 6 9 S T O R M L A T A - 2 3' x 3 ' D R O P I N L E T TO P : 6 8 4 . 4 7 FL : 1 8 " = 6 8 1 . 4 2 PROP. GRADE EX. GROUND PROP. GRADE EX. GROUND 55 LF OF 18" PVC @ 0.50% ST A : 0 + 5 4 . 9 4 S T O R M L A T A - 3 3' x 3 ' D R O P I N L E T TO P : 6 8 4 . 9 4 FL : 1 8 " = 6 8 2 . 0 3 19 LF OF 18" PVC @ 11.97% ST A : 0 + 1 9 . 2 1 S T O R M L A T A - 4 5' C U R B I N L E T TO P : 6 8 8 . 4 0 FL : 1 8 " = 6 8 4 . 4 0 EX. GROUND PROP. GRADE 49 LF OF 24" PVC @ 0.50% ST A : 0 + 4 8 . 7 5 S T O R M L A T A - 5 3' x 3 ' D R O P I N L E T TO P : 6 8 6 . 3 2 FL : 2 4 " = 6 8 2 . 8 2 EX. GROUND PROP. GRADE ST A : 0 + 3 5 . 7 1 S T O R M L A T A - 6 5' C U R B I N L E T TO P : 6 8 8 . 4 1 FL : 1 8 " = 6 8 4 . 4 1 36 LF OF 18" PVC @ 0.50% EX. GROUND PROP. GRADE 16 LF OF 18" PVC @ 0.50% ST A : 0 + 1 6 . 0 8 S T O R M L A T A - 7 5' C U R B I N L E T TO P : 6 8 8 . 3 6 FL : 1 8 " = 6 8 4 . 3 6 ST A : 0 + 2 2 . 5 8 S T O R M L A T A - 7 5' C U R B I N L E T TO P : 6 8 8 . 6 5 FL : 1 8 " = 6 8 4 . 6 5 PROP. GRADE EX. GROUND FULL FLOW Q100 = 6.99 CFS QCAP = 20.60 CFS VDESIGN = 2.91 FPS SF = 0.17% HV = 0.16 FULL FLOW Q100 = 5.29 CFS QCAP = 8.05 CFS VDESIGN = 2.99 FPS SF = 0.21% HV = 0.14 HGL HGL FULL FLOW Q100 = 5.69 CFS QCAP = 8.05 CFS VDESIGN = 3.22 FPS SF = 0.25% HV = 0.16 HGL FULL FLOW Q100 = 5.12 CFS QCAP = 39.37 CFS VDESIGN = 2.90 FPS SF = 0.20% HV = 0.13 HGL FULL FLOW Q100 = 11.87 CFS QCAP = 17.33 CFS VDESIGN = 3.78 FPS SF = 0.23% HV = 0.22 HGL FULL FLOW Q100 = 2.36 CFS QCAP = 8.05 CFS VDESIGN = 1.33 FPS SF = 0.04% HV = 0.03 HGL FULL FLOW Q100 = 12.12 CFS QCAP = 8.05 CFS VDESIGN = 6.86 FPS SF = 1.13% HV = 0.73 FULL FLOW Q100 = 6.10 CFS QCAP = 8.05 CFS VDESIGN = 3.45 FPS SF = 0.29% HV = 0.18 HGL STORM LAT A-9STORM LAT A-8 ST A : 7 + 8 1 . 4 2 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 8 60 ° W Y E FL : 3 6 " = 6 8 3 . 3 5 FL : 3 6 " = 6 8 3 . 3 5 FL : 2 1 " = 6 8 3 . 9 7 ST A : 9 + 0 6 . 9 3 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 9 60 ° W Y E FL : 2 7 " = 6 8 4 . 8 5 FL : 2 7 " = 6 8 4 . 8 5 FL : 1 8 " = 6 8 5 . 2 2 15 LF OF 21" PVC @ 4.73% ST A : 0 + 1 5 . 2 1 S T O R M L A T A - 8 5' C U R B I N L E T TO P : 6 8 8 . 6 9 FL : 2 1 " = 6 8 4 . 6 9 ST A : 0 + 2 1 . 7 1 S T O R M L A T A - 8 5' C U R B I N L E T TO P : 6 8 9 . 8 7 FL : 1 5 " = 6 8 5 . 8 7 PROP. GRADE EX. GROUND PROP. GRADE EX. GROUND 16 LF OF 18" PVC @ 12.89% ST A : 0 + 2 2 . 6 7 S T O R M L A T A - 9 5' C U R B I N L E T TO P : 6 9 1 . 3 5 FL : 1 5 " = 6 8 7 . 3 5 ST A : 0 + 1 6 . 1 4 S T O R M L A T A - 9 5' C U R B I N L E T TO P : 6 9 1 . 3 0 FL : 1 8 " = 6 8 7 . 3 0 FULL FLOW Q100 = 13.66 CFS QCAP = 37.33 CFS VDESIGN = 5.68 FPS SF = 0.63% HV = 0.50 FULL FLOW Q100 = 6.99 CFS QCAP = 29.81 CFS VDESIGN = 5.70 FPS SF = 0.99% HV = 0.50 HGL FULL FLOW Q100 = 9.84 CFS QCAP = 40.85 CFS VDESIGN = 5.57 FPS SF = 0.74% HV = 0.48 FULL FLOW Q100 = 8.62 CFS QCAP = 6.14 CFS VDESIGN = 7.02 FPS SF = 1.51% HV = 0.77 HGL 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-20 ST O R M DR A I N A G E PR O F I L E S ALL PIPES SHALL BE CONTECH ULTRA FLOW MATERIAL HGL shall be calculated using100-yr WSEL The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot. (TYP) Maximum distance allowed between access manholes is exceeded per DCSRR. See Chart and reconcile throughout for clarity draw inlets to scale. show pipe length and slope between the two HGL is above the top of inlet and the profile indicates a higher top than the grade label Public lines must be RCP per COG standards 112 Item 8. STORM LINE B 104 LF OF 42" PVC @ 0.50% 14 LF OF 42" PVC @ 0.50% 126 LF OF 36" PVC @ 0.50% 40 LF OF 36" PVC @ 0.50% 56 LF OF 36" PVC @ 0.50% 124 LF OF 36" PVC @ 0.50% 3 LF OF 36" PVC @ 0.50% 6 LF OF 30" PVC @ 0.50% 18 LF OF 30" PVC @ 0.50% 145 LF OF 30" PVC @ 0.50% 30 LF OF 27" PVC @ 0.50% 117 LF OF 27" PVC @ 0.50% 31 LF OF 27" PVC @ 0.50% 60 LF OF 27" PVC @ 0.50% 49 LF OF 27" PVC @ 0.50% ST A : 0 + 1 1 . 2 6 S T O R M L I N E B 1 - S L O P E D H E A D W A L L FL : 4 2 " = 6 7 9 . 2 9 ST A : 1 + 1 4 . 7 6 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 1 60 ° W Y E FL : 4 2 " = 6 7 9 . 8 1 FL : 4 2 " = 6 7 9 . 8 1 FL : 1 8 " = 6 8 0 . 8 1 ST A : 1 + 2 8 . 8 1 S T O R M L I N E B 1 - 5 ' D I A . S T O R M M A N H O L E FL : 4 2 " = 6 7 9 . 8 8 FL : 3 6 " = 6 8 0 . 4 8 ST A : 2 + 5 4 . 6 2 S T O R M L I N E B PI P E C O N N E C T I O N FL : 3 6 " = 6 8 1 . 1 1 FL : 3 6 " = 6 8 1 . 1 1 ST A : 2 + 9 4 . 7 5 S T O R M L I N E B PI P E C O N N E C T I O N FL : 3 6 " = 6 8 1 . 3 1 FL : 3 6 " = 6 8 1 . 3 1 ST A : 3 + 5 0 . 9 4 S T O R M L I N E B PI P E C O N N E C T I O N FL : 3 6 " = 6 8 1 . 5 9 FL : 3 6 " = 6 8 1 . 5 9 ST A : 4 + 7 5 . 0 1 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 2 60 ° W Y E FL : 3 6 " = 6 8 2 . 2 1 FL : 3 6 " = 6 8 2 . 2 1 FL : 1 8 " = 6 8 2 . 9 6 ST A : 4 + 7 8 . 0 1 S T O R M L I N E B PI P E S I Z E C H A N G E FL : 3 6 " = 6 8 2 . 2 2 FL : 3 0 " = 6 8 2 . 7 2 ST A : 5 + 0 2 . 4 9 S T O R M L I N E B 1 - 4 5 ° B E N D FL : 3 0 " = 6 8 2 . 8 4 FL : 3 0 " = 6 8 2 . 8 4 ST A : 4 + 8 4 . 0 7 S T O R M L I N E B 1 - 4 5 ° B E N D FL : 3 0 " = 6 8 2 . 7 5 FL : 3 0 " = 6 8 2 . 7 5 ST A : 6 + 4 7 . 7 3 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 3 1 - 5 ' D I A . S T O R M M A N H O L E FL : 3 0 " = 6 8 3 . 5 7 FL : 2 7 " = 6 8 4 . 0 7 FL : 1 8 " = 6 8 5 . 3 2 ST A : 6 + 7 7 . 4 2 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 4 60 ° W Y E FL : 2 7 " = 6 8 4 . 2 2 FL : 2 7 " = 6 8 4 . 2 2 FL : 1 8 " = 6 8 4 . 5 9 ST A : 7 + 9 4 . 3 8 S T O R M L I N E B 1 - 4 5 ° B E N D FL : 2 7 " = 6 8 4 . 8 0 FL : 2 7 " = 6 8 4 . 8 0 ST A : 8 + 2 5 . 1 9 S T O R M L I N E B 1` - 4 5 ° B E N D FL : 2 7 " = 6 8 4 . 9 5 FL : 2 7 " = 6 8 4 . 9 5 ST A : 8 + 8 4 . 7 3 S T O R M L I N E B 1 - 4 5 ° B E N D FL : 2 7 " = 6 8 5 . 2 5 FL : 2 7 " = 6 8 5 . 2 5 ST A : 9 + 3 4 . 0 1 S T O R M L I N E B 1 - 4 ' x 4 ' W Y E I N L E T TO P : 6 9 7 . 6 0 FL : 2 7 " = 6 8 5 . 5 0 EX. GROUND PROP. GRADE FULL FLOW Q100 = 62.28 CFS QCAP = 77.07 CFS VDESIGN = 6.47 FPS SF = 0.32% HV = 0.65 FULL FLOW Q100 = 56.51 CFS QCAP = 77.07 CFS VDESIGN = 5.87 FPS SF = 0.27% HV = 0.54 FULL FLOW Q100 = 53.58 CFS QCAP = 51.09 CFS VDESIGN = 7.58 FPS SF = 0.55% HV = 0.89 FULL FLOW Q100 = 51.15 CFS QCAP = 51.09 CFS VDESIGN = 7.24 FPS SF = 0.50% HV = 0.81 FULL FLOW Q100 = 49.19 CFS QCAP = 51.09 CFS VDESIGN = 6.96 FPS SF = 0.46% HV = 0.75 FULL FLOW Q100 = 46.27 CFS QCAP = 51.09 CFS VDESIGN = 6.55 FPS SF = 0.41% HV = 0.67 FULL FLOW Q100 = 38.38 CFS QCAP = 51.09 CFS VDESIGN = 5.43 FPS SF = 0.28% HV = 0.46 FULL FLOW Q100 = 30.57 CFS QCAP = 31.42 CFS VDESIGN = 6.23 FPS SF = 0.47% HV = 0.60 FULL FLOW Q100 = 30.57 CFS QCAP = 31.42 CFS VDESIGN = 6.23 FPS SF = 0.47% HV = 0.60 FULL FLOW Q100 = 28.62 CFS QCAP = 23.72 CFS VDESIGN = 7.20 FPS SF = 0.72% HV = 0.80 FULL FLOW Q100 = 24.96 CFS QCAP = 23.72 CFS VDESIGN = 6.28 FPS SF = 0.55% HV = 0.61 FULL FLOW Q100 = 24.96 CFS QCAP = 23.72 CFS VDESIGN = 6.28 FPS SF = 0.55% HV = 0.61 FULL FLOW Q100 = 24.96 CFS QCAP = 23.72 CFS VDESIGN = 6.28 FPS SF = 0.55% HV = 0.61 FULL FLOW Q100 = 24.96 CFS QCAP = 23.72 CFS VDESIGN = 6.28 FPS SF = 0.55% HV = 0.61 HGL WSE 685.58 STORM LAT B-3 STORM LAT B-4STORM LAT B-2STORM LAT B-1 ST A : 1 + 1 4 . 7 6 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 1 60 ° W Y E FL : 4 2 " = 6 7 9 . 8 1 FL : 4 2 " = 6 7 9 . 8 1 FL : 1 8 " = 6 8 0 . 8 1 EX. GROUND PROP. GRADE PROP. GRADE EX. GROUND ST A : 4 + 7 5 . 0 1 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 2 60 ° W Y E FL : 3 6 " = 6 8 2 . 2 1 FL : 3 6 " = 6 8 2 . 2 1 FL : 1 8 " = 6 8 2 . 9 6 PROP. GRADE EX. GROUND ST A : 6 + 4 7 . 7 3 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 3 1 - 5 ' D I A . S T O R M M A N H O L E FL : 3 0 " = 6 8 3 . 5 7 FL : 2 7 " = 6 8 4 . 0 7 FL : 1 8 " = 6 8 5 . 3 2 PROP. GRADE EX. GROUND ST A : 6 + 7 7 . 4 2 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 4 60 ° W Y E FL : 2 7 " = 6 8 4 . 2 2 FL : 2 7 " = 6 8 4 . 2 2 FL : 1 8 " = 6 8 4 . 5 9 14 LF OF 18" PVC @ 25.86% ST A : 0 + 1 4 . 4 6 S T O R M L A T B - 1 5' C U R B I N L E T TO P : 6 8 8 . 5 5 FL : 1 8 " = 6 8 4 . 5 5 6 LF OF 18" PVC @ 37.76% ST A : 0 + 0 5 . 8 5 S T O R M L A T B - 2 5' C U R B I N L E T TO P : 6 8 9 . 1 7 FL : 1 8 " = 6 8 5 . 1 7 59 LF OF 18" PVC @ 1.91% ST A : 0 + 5 8 . 7 2 S T O R M L A T B - 3 DO U B L E S I D E D 5' C U R B I N L E T TO P : 6 9 0 . 4 4 FL : 1 8 " = 6 8 6 . 4 4 24 LF OF 18" PVC @ 8.74% ST A : 0 + 2 4 . 0 3 S T O R M L A T B - 4 5' C U R B I N L E T TO P : 6 9 0 . 6 9 FL : 1 8 " = 6 8 6 . 6 9 PARTIAL FLOW Q100 = 5.77 CFS QCAP = 57.87 CFS VDESIGN = 3.27 FPS SF = 0.26% HV = 0.17 HGL FULL FLOW Q100 = 7.89 CFS QCAP = 69.93 CFS VDESIGN = 4.46 FPS SF = 0.48% HV = 0.31 HGL FULL FLOW Q100 = 1.95 CFS QCAP = 15.73 CFS VDESIGN = 1.10 FPS SF = 0.03% HV = 0.02 HGL FULL FLOW Q100 = 3.66 CFS QCAP = 33.64 CFS VDESIGN = 2.07 FPS SF = 0.10% HV = 0.07 HGL STORM LINE C STORM LAT C-1 34 LF OF 27" PVC @ 2.25% 3 LF OF 24" PVC @ 2.25% ST A : 0 + 0 0 S T O R M L I N E C PI P E T H R O U G H W A L L FL : 2 7 " = 6 7 8 . 5 8 ST A : 0 + 3 3 . 8 9 S T O R M L I N E C ST A : 0 + 0 0 . 0 0 S T O R M L A T C - 1 60 ° W Y E FL : 2 7 " = 6 7 9 . 3 4 FL : 2 4 " = 6 7 9 . 3 4 FL : 2 4 " = 6 7 9 . 5 9 ST A : 0 + 3 6 . 8 9 S T O R M L I N E C 24 " P L U G FL : 2 4 " = 6 7 9 . 4 1 EX. GROUND PROP. GRADE ST A : 0 + 3 3 . 8 9 S T O R M L I N E C ST A : 0 + 0 0 . 0 0 S T O R M L A T C - 1 60 ° W Y E FL : 2 7 " = 6 7 9 . 3 4 FL : 2 4 " = 6 7 9 . 3 4 FL : 2 4 " = 6 7 9 . 5 9 ST A : 0 + 3 1 . 1 7 S T O R M L A T C - 1 3' x 3 ' D R O P I N L E T TO P : 6 8 4 . 2 9 FL : 2 4 " = 6 8 0 . 2 9 31 LF OF 24" PVC @ 2.25% EX. GROUND PROP. GRADE FULL FLOW Q100 = 14.31 CFS QCAP = 50.33 CFS VDESIGN = 3.60 FPS SF = 0.18% HV = 0.20 FULL FLOW Q100 = 14.31 CFS QCAP = 50.33 CFS VDESIGN = 3.60 FPS SF = 0.18% HV = 0.20 HGL FULL FLOW Q100 = 7.81 CFS QCAP = 36.76 CFS VDESIGN = 2.48 FPS SF = 0.10% HV = 0.10 HGL WSE 685.58 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-21 ST O R M DR A I N A G E PR O F I L E S ALL PIPES SHALL BE CONTECH ULTRA FLOW MATERIAL HGL<1' below ground 100 yr-WSEL = HGL at outfall Max access hole distance exceeded HGL<1' below groundHGL<1' below ground HGL<1' below ground HGL above surface 113 Item 8. STORM LINE D STORM LAT D-1 62 LF OF 42" PVC @ 0.50% 88 LF OF 42" PVC @ 0.50% 146 LF OF 42" PVC @ 0.50% 218 LF OF 42" PVC @ 0.50% 3 LF OF 42" PVC @ 0.50% 163 LF OF 30" PVC @ 1 . 0 0 % 119 LF OF 30" PV C @ 1 . 0 0 % 52 LF OF 24" PVC @ 1.00% 8 LF OF 24" PVC @ 1.00% ST A : 0 + 0 7 . 0 5 S T O R M L I N E D 1 - S L O P E D H E A D W A L L FL : 4 2 " = 6 9 2 . 2 5 ST A : 0 + 6 9 . 0 7 S T O R M L I N E D 1 - 4 5 ° B E N D FL : 4 2 " = 6 9 2 . 5 6 FL : 4 2 " = 6 9 2 . 5 6 ST A : 1 + 5 6 . 6 4 S T O R M L I N E D 60 ° W Y E FL 2 4 " : 6 9 3 . 2 5 PL U G 2 4 " FL : 4 2 " = 6 9 3 . 0 0 FL : 4 2 " = 6 9 3 . 0 0 ST A : 3 + 0 3 . 0 1 S T O R M L I N E D 60 ° W Y E FL 2 4 " : 6 9 3 . 9 8 PL U G 2 4 " FL : 4 2 " = 6 9 3 . 7 3 FL : 4 2 " = 6 9 3 . 7 3 ST A : 5 + 2 0 . 8 2 S T O R M L I N E D 60 ° W Y E FL 2 4 " : 6 9 5 . 0 7 PL U G 2 4 " FL : 4 2 " = 6 9 4 . 8 2 FL : 4 2 " = 6 9 4 . 8 2 ST A : 5 + 2 3 . 8 2 S T O R M L I N E D PI P E S I Z E C H A N G E FL : 4 2 " = 6 9 4 . 8 3 FL : 3 0 " = 6 9 5 . 3 3 ST A : 6 + 8 7 . 0 2 S T O R M L I N E D 60 ° W Y E FL 2 4 " : 6 9 6 . 9 6 PL U G 2 4 " FL : 3 0 " = 6 9 6 . 9 6 FL : 3 0 " = 6 9 6 . 9 6 ST A : 8 + 0 5 . 7 7 S T O R M L I N E D 60 ° W Y E FL 1 8 " : 6 9 8 . 4 0 18 " P L U G FL : 3 0 " = 6 9 8 . 1 5 FL : 3 0 " = 6 9 8 . 1 5 ST A : 8 + 0 8 . 8 0 S T O R M L I N E D PI P E S I Z E C H A N G E FL : 3 0 " = 6 9 8 . 1 8 FL : 2 4 " = 6 9 8 . 6 8 ST A : 8 + 6 0 . 6 8 S T O R M L I N E D 60 ° W Y E FL : 2 4 " = 6 9 9 . 2 0 FL : 2 4 " = 6 9 9 . 2 0 FL : 2 4 " = 6 9 9 . 2 0 3 LF OF 30" PVC @ 1.00% EX. GROUNDPROP. GRADE ST A : 8 + 6 0 . 6 8 S T O R M L I N E D 60 ° W Y E FL : 2 4 " = 6 9 9 . 2 0 FL : 2 4 " = 6 9 9 . 2 0 FL : 2 4 " = 6 9 9 . 2 0 ST A : 0 + 1 0 . 2 2 S T O R M L A T D - 1 1 - 2 4 " S T U B FL : 2 4 " = 6 9 9 . 2 5 10 LF OF 24" PVC @ 0.50% EX. GROUND PROP. GRADE FULL FLOW Q100 = 52.61 CFS QCAP = 77.07 CFS VDESIGN = 5.47 FPS SF = 0.23% HV = 0.46 FULL FLOW Q100 = 52.61 CFS QCAP = 77.07 CFS VDESIGN = 5.47 FPS SF = 0.23% HV = 0.46 FULL FLOW Q100 = 44.97 CFS QCAP = 77.07 CFS VDESIGN = 4.67 FPS SF = 0.17% HV = 0.34 PARTIAL FLOW Q100 = 33.99 CFS QCAP = 77.07 CFS VDESIGN = 3.53 FPS SF = 0.10% HV = 0.19 PARTIAL FLOW Q100 = 24.31 CFS QCAP = 77.07 CFS VDESIGN = 2.53 FPS SF = 0.05% HV = 0.10 PARTIAL FLOW Q100 = 24.31 CFS QCAP = 44.43 CFS VDESIGN = 4.95 FPS SF = 0.30% HV = 0.38 PARTIAL FLOW Q100 = 16.34 CFS QCAP = 44.43 CFS VDESIGN = 3.33 FPS SF = 0.13% HV = 0.17 PARTIAL FLOW Q100 = 14.96 CFS QCAP = 44.43 CFS VDESIGN = 3.05 FPS SF = 0.11% HV = 0.14 PARTIAL FLOW Q100 = 14.96 CFS QCAP = 24.51 CFS VDESIGN = 4.76 FPS SF = 0.37% HV = 0.35 PARTIAL FLOW Q100 = 13.58 CFS QCAP = 24.51 CFS VDESIGN = 4.32 FPS SF = 0.31% HV = 0.29 HGL HGL PARTIAL FLOW Q100 = 1.38 CFS QCAP = 17.33 CFS VDESIGN = 0.44 FPS SF = 0.00% HV = 0.00 ST A : 8 + 6 9 . 0 8 S T O R M L I N E D 1 - 3 ' x 3 ' D R O P I N L E T TO P : 7 0 2 . 7 0 FL 2 4 " : 6 9 9 . 2 8 WSE 696.70 STORM LINE E 47 LF OF 36" PVC @ 1.00% ST A : 0 + 0 0 S T O R M L I N E E 1 - S L O P E D H E A D W A L L FL : 3 6 " = 6 9 1 . 8 5 EX. GROUND PROP. GRADE ST A : 0 + 4 7 S T O R M L I N E E 4' x 4 ' W Y E I N L E T TO P : 6 9 7 . 0 0 FL 3 6 " : 6 9 2 . 3 2 PARTIAL FLOW Q100 = 219.38 CFS QCAP = 282.14 CFS VDESIGN = 11.17 FPS SF = 0.60% HV = 1.94 HGL STORM OUTFALL POND 2 42 LF OF 24" PVC @ 1.00% ST A : 0 + 0 5 . 6 3 S T O R M O U T F A L L P O N D 2 1 S L O P E D H E A D W A L L FL : 2 4 " = 6 9 0 . 0 3 ST A : 0 + 4 7 . 3 2 S T O R M O U T F A L L P O N D 2 1 - O U T L E T S T R U C T U R E RE F . S H T . C - 2 3 FL : 2 4 " = 6 9 0 . 4 5 EX. GROUND PROP. GRADE FULL FLOW Q100 = 56.55 CFS QCAP = 110.03 CFS VDESIGN = 4.50 FPS SF = 0.13% HV = 0.31 WSE 696.70 STORM OUTFALL 5 LF OF 36" PVC @ 0.17% 357 LF OF 36" PVC @ 0.17% 37 LF OF 36" PVC @ 0.17% ST A : 0 + 0 6 . 3 3 S T O R M O U T F A L L 1 - S L O P E D H E A D W A L L FL : 3 6 " = 6 7 7 . 0 3 ST A : 0 + 1 1 . 5 9 S T O R M O U T F A L L 1 - 4 5 ° B E N D FL : 3 6 " = 6 7 7 . 0 4 FL : 3 6 " = 6 7 7 . 0 4 ST A : 3 + 6 8 . 6 1 S T O R M O U T F A L L 1 - 4 5 ° B E N D FL : 3 6 " = 6 7 7 . 6 4 FL : 3 6 " = 6 7 7 . 6 4 ST A : 4 + 0 5 . 4 8 S T O R M O U T F A L L 1 - O U T L E T S T R U C T U R E RE F . S H T . C - 2 3 FL : 3 6 " = 6 7 7 . 7 0 EX. GROUND PROP. GRADE FULL FLOW Q100 = 42.33 CFS QCAP = 29.79 CFS VDESIGN = 5.99 FPS SF = 0.34% HV = 0.56 HGL FULL FLOW Q100 = 42.33 CFS QCAP = 29.79 CFS VDESIGN = 5.99 FPS SF = 0.34% HV = 0.56 FULL FLOW Q100 = 42.33 CFS QCAP = 29.79 CFS VDESIGN = 5.99 FPS SF = 0.34% HV = 0.56 WSE 685.58 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-22 ST O R M DR A I N A G E PR O F I L E S ALL PIPES SHALL BE CONTECH ULTRA FLOW MATERIAL 2' minimum cover desired. Provide deload calcs or provide specifications that show this is acceptable Max access hole distance exceeded where does water drain in the interim condition if wyes are plugged? 114 Item 8. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-23 ST O R M DR A I N A G E CA L C U L A T I O N S RESTRICTOR PLATE DETAIL POND 2 NOT TO SCALE RESTRICTOR PLATE DETAIL POND 1 NOT TO SCALE Area does not match any areas delineated on the drainage area map A revised flood study (comments returned April 3) is needed backcheck and support this information. Dedicated detention/retention basins shall also include an additional one (1) foot of freeboard and two (2) feet of sediment storage. 10.106(d)(10) B-11 Losses at manholes will need to be calculated Provide inlet calculations Update for RCP 115 Item 8. X •• • FF 692.00 FF 6 9 2 . 0 0 FF 693.00 FF 695.00 FF 694.00FF 696.00 F F 6 9 8 . 0 0 F F 6 9 7 . 0 0 F F 6 9 8 . 0 0 F F 6 9 7 . 9 7 F F 6 9 8 . 0 0 F F 6 9 6 . 0 0 F F 6 9 7 . 5 0 F F 6 9 8 . 5 0 STA: 19+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 679.49 FL 12": 679.39 STA: 21+76.64 SANITARY SEWER LINE A STA: 0+00 SANITARY SEWER LINE B INSTALL: 4' DIA. SSMH FL 12": 680.07 FL 12": 679.97 23 8 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 24+18.35 SANITARY SEWER LINE A STA: 0+00 SANIITARY SEWER LINE A-1 INSTALL: 4' DIA. SSMH FL 12": 680.65 FL 12": 680.55 FL 8": 683.00 242 LF OF 12" PVC @ 0.20% STA: 25+97.92 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.11 FL 12": 681.01 180 LF OF 12" PVC @ 0.20% STA: 27+54.58 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.52 FL 12": 681.42 157 LF O F 1 2 " P V C @ 0 . 2 0 % STA: 28+00 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.71 FL 12": 681.61 45 LF OF 12" PVC @ 0.20% STA: 29+03.86 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.02 FL 12": 681.92 104 LF OF 12" PVC @ 0.20% STA: 30+21.01 SANITARY SEWER LINE A STA: 0+00 SANITARY SEWER LINE A-2 INSTALL: 4' DIA. SSMH FL 12": 682.35 FL 12": 682.35 FL 12": 682.25 1 1 7 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 31+12.55 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.63 FL 12": 682.53 9 2 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 32+14.28 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.93 FL 12": 682.83 1 0 2 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 33+25.69 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.25 FL 12": 683.15 1 1 1 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 33+81.29 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.46 FL 12": 683.36 56 LF OF 12" PVC @ 0.20% STA: 34+92.05 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.78 FL 12": 683.68 111 LF O F 1 2 " P V C @ 0 . 2 0 % STA: 35+41.85 SANITARY SEWER LINE A INSTALL: 12" PLUG FL 12": 683.88 50 LF OF 12" PVC @ 0.20% STA: 0+73.29 SANITARY SEWER LINE A-1 INSTALL: 6"X8" WYE CONNECTION FL 8": 687.00 FL 6": 687.08 73 LF OF 8" PVC @ 5.46% STA: 1+51.80 SANITARY SEWER LINE A-1 INSTALL: CLEANOUT FL 6": 689.00 79 LF OF 6" PVC @ 2.45% STA: 1+86.28 SANITARY SEWER LINE A-2 INSTALL: 12" PLUG FL 12": 682.72 186 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 0+79.83 SANITARY SEWER LINE B INSTALL: 4' DIA. SSMH FL 12": 680.33 FL 12": 680.23 80 LF OF 12" PVC @ 0.20% STA: 2+48.49 SANITARY SEWER LINE B STA: 0+00 SANITARY SEWER LINE B-1 STA: 0+00 SANITARY SEWER LINE B-2 INSTALL: 4' DIA. SSMH FL 12": 680.77 FL 12": 680.67 FL 8": 682.77 FL 8": 680.77 16 9 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 4+29.70 SANITARY SEWER LINE B INSTALL: 4' DIA. SSMH FL 12": 681.23 FL 12": 681.13 18 1 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 5+43.02 SANITARY SEWER LINE B INSTALL: 4' DIA. SSMH FL 12": 681.56 FL 12": 681.46 113 LF OF 12" PVC @ 0.20% STA: 8+57.81 SANITARY SEWER LINE B STA: 0+00 SANITARY SEWER LINE C INSTALL: 4' DIA. SSMH FL 12": 682.29 FL 12": 682.29 FL 12": 682.19 315 LF OF 12" PVC @ 0.20% STA: 8+89.87 SANITARY SEWER LINE B INSTALL: 12" PLUG FL 12": 682.36 32 LF OF 12" PVC @ 0.23% STA: 1+06.61 SANITARY SEWER LINE B-1 INSTALL: 4' DIA. SSMH FL 8": 683.84 107 LF OF 8" PVC @ 1.00% STA: 1+21.02 SANITARY SEWER LINE B-2 INSTALL: 4' DIA. SSMH FL 8": 681.98 FL 6": 682.08 121 LF OF 8" PVC @ 1.00% STA: 2+77.56 SANITARY SEWER LINE B-2 INSTALL: 6" CLEANOUT FL 6": 684.43 157 LF OF 6" PVC @ 1.50% 253 LF OF 12" PVC @ 0.20% STA: 2+53.27 SANITARY SEWER LINE C INSTALL: 4' DIA. SSMH FL 12": 682.90 FL 12": 682.80 STA: 4+28.58 SANITARY SEWER LINE C INSTALL: 4' DIA. MH FL 12": 683.25 17 5 L F O F 1 2 " P V C @ 0 . 2 0 % MATCHLINE SHEET C-6.2 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 OF F - S I T E S E W E R P L A N C-24 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 show crossing 116 Item 8. CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. STA: 15+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 678.59 FL 12": 678.49 40 0 L F O F 1 2 " P V C @ 0 . 2 0 % 40 0 L F O F 1 2 " P V C @ 0 . 2 0 % X CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' STA: 0+00 SANITARY SEWER LINE A CONNECT TO EXISTING SANITARY SEWER MH FL EX 18": 674.9 FL 12": 675.00 STA: 3+42.89 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 675.79 FL 12": 675.69 343 LF OF 12" PVC @ 0.20% STA: 6+85.76 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 676.58 FL 12": 676.48 343 LF OF 12" PVC @ 0.20% STA: 8+48.97 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 677.01 FL 12": 676.91 16 3 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 11+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 677.69 FL 12": 677.59 28 9 L F O F 1 2 " P V C @ 0 . 2 0 % 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 MATCHLINE SHEET C-6.1 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT OF F - S I T E S E W E R P L A N C-25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185117 Item 8. SANITARY SEWER LINE A-1 SANITARY SEWER LINE A-2 343 LF OF 12" PVC @ 0.20% 343 LF OF 12" PVC @ 0.20% 163 LF OF 12" PVC @ 0.20% 289 LF OF 12" PVC @ 0.20% 400 LF OF 12" PVC @ 0.20% EXIST. GROUND ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A CO N N E C T T O E X I S T I N G SA N I T A R Y S E W E R M H FL E X 1 8 " : 6 7 4 . 9 FL : 1 2 " = 6 7 5 . 0 0 ST A : 3 + 4 2 . 8 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 5 . 7 9 FL : 1 2 " = 6 7 5 . 6 9 ST A : 6 + 8 5 . 7 6 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 6 . 5 8 FL : 1 2 " = 6 7 6 . 4 8 ST A : 8 + 4 8 . 9 7 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 7 . 0 1 FL : 1 2 " = 6 7 6 . 9 1 ST A : 1 1 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 7 . 6 9 FL : 1 2 " = 6 7 7 . 5 9 EXIST. 18" SWR EXIST. MANHOLE 400 LF OF 12" PVC @ 0.20% 238 LF OF 12" PVC @ 0.20% EXIST. GROUND ST A : 1 5 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 8 . 5 9 FL : 1 2 " = 6 7 8 . 4 9 ST A : 1 9 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 9 . 4 9 FL : 1 2 " = 6 7 9 . 3 9 ST A : 2 1 + 7 6 . 6 4 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 0 7 FL : 1 2 " = 6 7 9 . 9 7 SANITARY SEWER LINE A SANITARY SEWER LINE A SANITARY SEWER LINE B 80 LF OF 12" PVC @ 0.20% 169 LF OF 12" PVC @ 0.20%181 LF OF 12" PVC @ 0.20%113 LF OF 12" PVC @ 0.20% 315 LF OF 12" PVC @ 0.20% 32 LF OF 12" PVC @ 0.23% EXIST. GROUND PROP. GROUND 8" WTR 8" WTR 24" RCP 30" RCP ST A : 2 1 + 7 6 . 6 4 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 0 7 FL : 1 2 " = 6 7 9 . 9 7 ST A : 0 + 7 9 . 8 3 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 3 3 FL : 1 2 " = 6 8 0 . 2 3 ST A : 2 + 4 8 . 4 9 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B - 1 ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 7 7 FL : 1 2 " = 6 8 0 . 6 7 FL : 8 " = 6 8 2 . 7 7 FL : 8 " = 6 8 0 . 7 7 ST A : 4 + 2 9 . 7 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 2 3 FL : 1 2 " = 6 8 1 . 1 3 ST A : 5 + 4 3 . 0 2 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 5 6 FL : 1 2 " = 6 8 1 . 4 6 ST A : 8 + 5 7 . 8 1 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 2 9 FL : 1 2 " = 6 8 2 . 2 9 FL : 1 2 " = 6 8 2 . 1 9 ST A : 8 + 8 9 . 8 7 S A N I T A R Y S E W E R L I N E B IN S T A L L : 12 " P L U G FL : 1 2 " = 6 8 2 . 3 6 SANITARY SEWER LINE C 253 LF OF 12" PVC @ 0.20%175 LF OF 12" PVC @ 0.20% PROP. GROUND EXIST. GROUND 36" RCP 36" RCP ST A : 8 + 5 7 . 8 1 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 2 9 FL : 1 2 " = 6 8 2 . 2 9 FL : 1 2 " = 6 8 2 . 1 9 ST A : 2 + 5 3 . 2 7 S A N I T A R Y S E W E R L I N E C IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 9 0 FL : 1 2 " = 6 8 2 . 8 0 ST A : 4 + 2 8 . 5 8 S A N I T A R Y S E W E R L I N E C IN S T A L L : 4' D I A . M H FL : 1 2 " = 6 8 3 . 2 5 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 MA T C H L I N E T H I S S H E E T OF F - S I T E S E W E R P R O F I L E S C-26 MA T C H L I N E T H I S S H E E T DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FUTURE FUTURE FUTURE FUTURE FUTURE Does not meet TCEQ clearance requirements. provide more information water crossing 2' desired 118 Item 8. X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CIRS STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . CIRS CIRSCIRSCIRS 5/8" CIRF "TXDOT" CIRS UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// CIRS 1/2" CIRS "ISBELL ENGINEERING" "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS CIRS ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. S 20°05'13" W 30.70' 194.58' T N 69°54'47" W (55.48') (S 20°27'44" E) C1 36.7 8 ' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) IN T E R S T A T E H I G H W A Y 3 5 IN T E R S T A T E H I G H W A Y 3 5 (S O U T H B O U N D S E R V I C E R O A D ) PU B L I C R O A D PR I V A T E D R I V E PR I V A T E D R I V E GROCERY STORE LOT 257 SPACES 50,699 SF FOOTPRINT MAJOR ENTRY 8,400 sf (70' x 120') 165 SPACES 16,500 sf (70' x 236') 143 SPACES EV EV EV EV EV EV DRIVE UP GROCERY DRIVE UP GROCERY LOT 7 BLOCK A 5.16 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC NO P A R K I N G NO P A R K I N G NO P A R K I N G NO P A R K I N G NO PARKING NO PARKING NO PA R K I N G LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC CORNER S142 S143 S142 S143 S143 S144 S142 S143 S143 S144 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 FINISHED PAD FINISHED PAD FINISHED PAD FINISHED PAD STA: 0+00 SANITARY SEWER LINE PH1-A REMOVE 12" PLUG CONNECT TO EXIST. 12" SS FL EX 12": ±682.35 FL 12": 682.35 STA: 1+50.79 SANITARY SEWER LINE PH1-A 1 - 4' DIA. SS MANHOLE FL 4" SS (E): 684.00 FL 4" SS (W): 684.00 FL 12": 682.75 STA: 1+99.97 SANITARY SEWER LINE PH1-B 1 - 4' DIA. SS MANHOLE FL 8": 682.56 FL 8": 682.66 STA: 2+84.91 SANITARY SEWER LINE PH1-B 1 - 4' DIA. SS MANHOLE FL 4" (S): 683.21 20 LF 4" PVC @ 2.00% FL 8": 683.08 CONNECT TO BUILDING 4" SS SERVICE REFERENCE MEP PLANS CONNECT TO BUILDING 4" SS SERVICE REFERENCE MEP PLANS 2000 GALLON GREASE TRAP REF. MEP PLANS 70 LF @ 2.00% CONNECT TO BUILDING 4" SS SERVICE REFERENCE MEP PLANS STA: 0+00.00 WATER LINE PH1-A CONNECT TO EXIST WATER N: 7183791.03 E:2370979.07 STA: 0+71.65 WATER LINE PH1-A STA: 0+00.00 WATER LINE PH1-C 1 - 8"X8" TEE 3 - 8" GATE VALVES N: 7183719.40 E:2370977.28 STA: 1+80.61 WATER LINE PH1-A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 42 LF 6" WATER 1 - STD. FIRE HYD. N: 7183610.48 E:2370974.56 STA: 2+46.58 WATER LINE PH1-A STA: 2+51.58 WATER LINE PH1-A 1 - 2" DOM. LINE 22 LF 2" WATER 1 - 1" IRRIG. LINE 22 LF 1" WATER N: 7183544.53 E:2370972.91 STA: 3+12.38 WATER LINE PH1-A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 20 LF 6" WATER 1 - STD. FIRE HYD. N: 7183478.74 E:2370971.27 STA: 3+58.23 WATER LINE PH1-A 0+00.00 WATER LINE PH1-B 1 - 8"X8" TEE 3 - 8" GATE VALVES N: 7183432.91 E:2370970.13 STA: 5+77.95 WATER LINE PH1-A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 22 LF 6" WATER 1 - STD. FIRE HYD. N: 7183213.26 E:2370964.63 STA: 6+69.54 WATER LINE PH1-A CONNECT TO EXIST WATER INSTALL: 1 - 8" GATE VALVE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EX. WATER PRIOR TO CONSTRUCTION N: 7183121.70 E:2370962.36 STA: 2+31.79 WATER LINE PH1-B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 11 LF 6" WATER 1 - STD. FIRE HYD. N: 7183426.90 E:2371201.83 STA: 4+56.39 WATER LINE PH1-B 7+43.34 WATER LINE PH1-C 1 - 8"X8" TEE 2 - 8" GATE VALVES N: 7183421.08 E:2371426.36 STA: 6+34.54 WATER LINE PH1-B 1 - 8"X22.5° BEND N: 7183416.46 E:2371604.45 STA: 6+79.25 WATER LINE PH1-B STA: 6-82.25 WATER LINE PH 1-B 1 - 2" IRRIG. LINE 15 LF 1" WATER LINE 1 - 2" DOM. LINE 15 LF 2" WATER LINE N: 7183403.48 E:2371647.23 STA: 6+85.67 WATER LINE PH1-B STA: 6+82.67 WATER LINE PH1-B 1 - 1" IRRIG. LINE 30 LF 1" WATER 1 - 2" DOM. LINE 30 LF 2" WATER N: 7183401.61 E:2371653.37 STA: 7+91.02 WATER LINE PH1-B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 12 LF 6" WATER 1 - STD. FIRE HYD. N: 7183371.02 E:2371754.19 STA: 8+11.06 WATER LINE PH1-B CONNECT TO EX. 12" WATER LINE 1 - 8"X12" TEE 1 - 8" GATE VALVE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EX. WTR LINE PRIOR TO CONSTRUCTION N: 7183365.20 E:2371773.36 STA: 1+45.72 WATER LINE PH1-C SEE DETAIL ON SHEET C-18 N: 7183715.74 E:2371122.95 STA: 1+56.01 WATER LINE PH1-C SEE DETAIL ON SHEET C-18 N: 7183715.49 E:2371133.24 STA: 1+76.06 WATER LINE PH1-C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 22 LF 6" WATER 1 - STD. FIRE HYD. N: 7183714.98 E:2371153.29 STA: 2+55.20 WATER LINE PH1-C 1 - 8"X22.5° BEND N: 7183712.99 E:2371232.40 STA: 4+16.70 WATER LINE PH1-C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 27 LF 6" WATER 1 - STD. FIRE HYD. N: 7183672.72 E:2371388.79 STA: 4+88.43 WATER LINE PH1-C STA: 4+93.43 WATER LINE PH1-C 1 - 2" DOM. LINE 10 LF 2" WATER 1 - 1" IRRIG. LINE 10 LF 1" WATER N: 7183654.84 E:2371458.26 STA: 5+01.24 WATER LINE PH1-C 1 - 8"X45° BEND N: 7183651.64 E:2371470.67 STA: 5+29.14 WATER LINE PH1-C 1 - 8"X45° BEND N: 7183627.45 E:2371484.56 STA: 6+74.20 WATER LINE PH1-C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 30 LF 6" WATER 1 - STD. FIRE HYD. N: 7183487.89 E:2371444.98 STA: 7+42.34 WATER LINE PH1-C 1 - 8"X22.5° BEND N: 7183422.34 E:2371426.39 STA: 0+31.12 SANITARY SEWER LINE PH1-A STA: 0+00.00 SANITARY SEWER LINE PH1-C 1 - 4' DIA. SS MANHOLE FL 12": 682.41 FL 12": 682.51 STA: 2+37.63 SANITARY SEWER LINE PH1-C 1 - 4' DIA. SS MANHOLE FL 6" (E): 683.09 FL 12": 683.09 FL 12": 682.99 STA: 4+00.84 SANITARY SEWER LINE PH1-C 1 - 4' DIA. SS MANHOLE FL 6" (E): 683.52 FL 12": 683.52 FL 12": 683.42 STA: 5+64.15 SANITARY SEWER LINE PH1-C 1 - 4' DIA. SS MANHOLE FL 12": 683.85 FL 6": 683.95 STA: 6+08.36 SANITARY SEWER LINE PH1-C 1 - 6" PLUG FL 6": 684.22 25 LF OF 6" PVC @ 0.60% 1 - 6" PLUG FL 6": 684.10 PROPOSED 6" SS SERVICE PROPOSED 2" DOM SERVICE 1" IRRIG. SERVICE STA: 1+41.58 SANITARY SEWER LINE PH1-B 8"X3"X45° WYE FL 3": 682.43 FL 8": 682.27 CONNECT TO BUILDING 3" SS SERVICE REFERENCE MEP PLANS 45 LF 3" PVC @ 5.7% STA: 0+00 SANITARY SEWER LINE PH1-B CONNECT TO EX. MANHOLE FL EX. 12" (W): 681.46 CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION FL 8": 681.56 PROPOSED 8"x2" TEE 8"x1" TEE PROPOSED 2" DOM SERVICE 1" IRRIG. SERVICE PROPOSED 8"x2" TEE 8"x1" TEE DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-28 C-27 UT I L I T Y P L A N CO M M E R C I A L REFERENCE SHEET C-28 FOR UTILITY NOTES LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED COMMUNICATION LINE PROPOSED UNDERGROUND ELECTRICAL LINE EXISTING OVERHEAD POWER LINE PROPOSED SANITARY SEWER LINE AND MANHOLE Existing or proposed water? Show water crossings and show how it complies with TCEQ standards (TYP)Show crossing in profile Water Crossing Show crossing 119 Item 8. O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. CIRS UTILITY AND ELECTRICAL EASEMENT RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. N 89°38'41" W (87.41') (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 24.37 ACRES 1,061,616 SQ. FT. 63.47' S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC S145 S143 S146 S145 S143 S146 FINISHED PAD FINISHED PAD PROPOSED 6" SS SERVICE PROPOSED 2" DOM SERVICE 1" IRRIG. SERVICE PROPOSED 2" DOM SERVICE 1" IRRIG. SERVICE PROPOSED 8"x2" TEE 8"x1" TEE PROPOSED 8"x2" TEE 8"x1" TEE EX I S T I N G 1 2 " S S B Y O T H E R S DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 IN T E R S T A T E H I G H W A Y 3 5 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCH LINE SHEET C-27 C-28 UT I L I T Y P L A N NO R T H LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED COMMUNICATION LINE PROPOSED UNDERGROUND ELECTRICAL LINE EXISTING OVERHEAD POWER LINE NOTES 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. PROPOSED SANITARY SEWER LINE AND MANHOLE STA: 1+56.01 WATER LINE PH1-C 1 - 8"x3" TEE 1 - 3" GATE VALVE 70 LF 3" WATER LINE 1 - 3" DOM. METER W/VAULT STA: 1+45.72 WATER LINE PH1-C 1 - 8"x8" TEE 1 - 8" GATE VALVE 20 LF 8" WATER LINE DETAIL OF BUILDING CONNECTION SHEET C-27 120 Item 8. PROPOSED SANITARY SEWER LINE PH1-A SANITARY SEWER LINE PH1-B SANITARY SEWER LINE PH1-C 31 LF OF 12" PVC @ 0.20% ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E P H 1 - A RE M O V E 1 2 " P L U G CO N N E C T T O E X I S T . 1 2 " S S FL E X 1 2 " : ± 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 3 5 ST A : 0 + 3 1 . 1 2 S A N I T A R Y S E W E R L I N E P H 1 - A ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E P H 1 - C 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 2 . 4 1 FL : 1 2 " = 6 8 2 . 5 1 120 LF OF 12" PVC @ 0.20% ST A : 1 + 5 0 . 7 9 S A N I T A R Y S E W E R L I N E P H 1 - A 1 - 4 ' D I A . S S M A N H O L E FL 4 " S S ( E ) : 6 8 4 . 0 0 FL 4 " S S ( W ) : 6 8 4 . 0 0 FL : 1 2 " = 6 8 2 . 7 5 ST A : 0 + 3 1 . 1 2 S A N I T A R Y S E W E R L I N E P H 1 - A ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E P H 1 - C 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 2 . 4 1 FL : 1 2 " = 6 8 2 . 5 1 238 LF OF 12" PVC @ 0.20% ST A : 2 + 3 7 . 6 3 S A N I T A R Y S E W E R L I N E P H 1 - C 1 - 4 ' D I A . S S M A N H O L E FL 6 " ( E ) : 6 8 3 . 0 9 FL : 1 2 " = 6 8 3 . 0 9 FL : 1 2 " = 6 8 2 . 9 9 163 LF OF 12" PVC @ 0.20% ST A : 4 + 0 0 . 8 4 S A N I T A R Y S E W E R L I N E P H 1 - C 1 - 4 ' D I A . S S M A N H O L E FL 6 " ( E ) : 6 8 3 . 5 2 FL : 1 2 " = 6 8 3 . 5 2 FL : 1 2 " = 6 8 3 . 4 2 163 LF OF 12" PVC @ 0.20% ST A : 5 + 6 4 . 1 5 S A N I T A R Y S E W E R L I N E P H 1 - C 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 3 . 8 5 FL : 6 " = 6 8 3 . 9 5 44 LF OF 6" PVC @ 0.60% ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E P H 1 - B CO N N E C T T O E X . M A N H O L E FL E X . 1 2 " ( W ) : 6 8 1 . 4 6 CO N T R A C T O R S H A L L V E R I F Y PR I O R T O C O N S T R U C T I O N FL : 8 " = 6 8 1 . 5 6 142 LF OF 8" PVC @ 0.50% ST A : 1 + 4 1 . 5 8 S A N I T A R Y S E W E R L I N E P H 1 - B 8" x 3 " x 4 5 ° W Y E FL 3 " : 6 8 2 . 4 3 FL : 8 " = 6 8 2 . 2 7 FL : 8 " = 6 8 2 . 2 7 58 LF OF 8" PVC @ 0.50% ST A : 1 + 9 9 . 9 7 S A N I T A R Y S E W E R L I N E P H 1 - B 1 - 4 ' D I A . S S M A N H O L E FL : 8 " = 6 8 2 . 5 6 FL : 8 " = 6 8 2 . 6 6 85 LF OF 8" PVC @ 0.50% ST A : 2 + 8 4 . 9 1 S A N I T A R Y S E W E R L I N E P H 1 - B 1 - 4 ' D I A . S S M A N H O L E FL 4 " ( S ) : 6 8 3 . 2 1 20 L F 4 " P V C @ 2 . 0 0 % FL : 8 " = 6 8 3 . 0 8 PROPOSED GRADE EXIST. GROUND PROPOSED GRADE EXIST. GROUND PROPOSED GRADE EXIST. GROUND EXIST. 12" SEWER EXIST. SEWER MANHOLE EXIST. 12" SEWER 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 C-29 SA N I T A R Y S E W E R PR O F I L E S label end of line Show water crossing (TYP) 121 Item 8. PLAN CROSS SECTION A-A A PRIVATE CONCRETE SIDEWALK DETAIL A TRANSVERSE EXPANSION/ ISOLATION JOINT DETAIL CONTRACTION JOINT DETAIL CONSTRUCTION JOINT DETAIL LONGITUDINAL BUTT JOINT DETAIL FIRE LANE STRIPING DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CO N S T R U C T I O N D E T A I L S 1 C-30 GENERAL PAVING NOTES PAVING DETAILS CONCRETE CURB AND GUTTER DETAIL HANDICAPPED PARKING DETAIL PRIVATE BARRIER FREE RAMP W/ 1' FLARES DETAIL ELEVATION PLAN VIEW ELEVATION PLAN VIEW PRIVATE BARRIER FREE RAMP W/ 6' FLARES DETAIL ACCESS RAMP DETAIL DISABLED SIGN DETAIL "HANDICAPPED PARKING" SIGN POST DETAIL 122 Item 8. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CO N S T R U C T I O N D E T A I L S 2 C-31 CONCRETE PILOT CHANNEL DETAIL Provide Storm outfall details 123 Item 8. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CO N S T R U C T I O N D E T A I L S 3 C-32 124 Item 8. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M A L O U F DE V E L O P M E N T HE N R Y T I E R W E S T E R S U R V E Y , AB S T R A C T N O . 1 2 4 1 SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 5/3/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CO N S T R U C T I O N D E T A I L S 4 C-33WATER CROSSING DETAIL 125 Item 8. 126 Item 8. 127 Item 8. 128 Item 8. 129 Item 8. 130 Item 8. A variance must be request to deviate from the zoning ordinance 131 Item 8. 132 Item 8. 133 Item 8. Add note specifying that owner is responsible for all maintenance of landscaping 134 Item 8. 135 Item 8. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Lane Ranch, being approximately 303.412 acres of land described as A0029A R. BEEBE, TR 65(PT), OLD DCAD SHT 2, TR 4, A0029A R. BEEBE, TR 57, OLD DCAD SHT 2, TR 5, A0029A R. BEEBE, TR 60, OLD DCAD SHT 2, TR 7, A0029A R. BEEBE, TR 61, OLD DCAD SHT 2, TR 8, A0029A R. BEEBE, TR 56B, OLD DCAD SHT 2, TR 3, A0029A R. BEEBE, TR 56, OLD DCAD SHT 2, TR 3 within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. SUMMARY:  The applicant is proposing to create 956 residential lots, 130 townhome lots, 27 HOA lots, and 3 commercial lots.  The property is under the Lane Ranch Planned Development.  There are two existing houses on the site which will be removed.  The development will have access from FM 455, Indian Lane, and Willow St.  This development is located in the City of Sanger.  The property will be served by City of Sanger Water, Sewer, Electric, and CoServ Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 136 Item 9. 768446 768457 768468 270798 282037 307324 281882 281887 307195 281885 768461 307201 307308 768451 307205 270826 270849 165045 270848 307190 307278 307276 699320 768472 699319 270806 699330307198 60056 270815 270820 270776 270805 60050 60236 270774 527316 270816 80179 699336 699324 699328 699326 270835 270838 270811 270845 270810 978246 281862 281871 307332 307328 281859 281878 307337 711898 132465 1012179 132509 281896 281891 281893 60061 60045 60054 768445 179677 768419 726939 681295 768425 768456 768436 768471 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/5/2024, 11:52:10 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 137 Item 9. 138 Item 9. 139 Item 9. 140 Item 9. 141 Item 9. 142 Item 9. 143 Item 9. 144 Item 9. 145 Item 9. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 May 14, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Preliminary Plat for Lane Ranch 303.412 Acres Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the Preliminary Plat for Lane Ranch. The property is approximately 303.412 acres owned by Marion Property Holdings, LLC, Sanger Town Center, LLC, Dualbond Holdings, LLC and Hien & Duyet Nguyen. The Preliminary Plat for Phase 1 of this development has already been submitted, and this is the remainder. This tract is currently open pastureland with no tree cover. The overall flood study and traffic impact analysis for this tract have been previously submitted and are under review by the city and its consultants. The purpose of this plat is to preliminary plat the tract into 813 residential lots, 3 general business lots and 27 HOA lots. This tract is part of the Lane Ranch PD currently being considered by the City. 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 146 Item 9. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 05/29/24 1st REVIEW COMMENTS – Preliminary Plat – Lane Ranch The request is for a Final Plat of Lane Ranch Final, being approximately 813 acres in the REUBEN BEBEE SURVEY , ABST. NO 29, prepared by John Cowan & Associates, Inc., submitted on 05/15/24. 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. Legal Description (Metes and Bounds) 2. Locate all permanent survey monuments, pins, state plane coordinates 3. There is to Point of Beginnings 4. An accurate location of at least 2 corners of the subdivision… 5. No numbers for the contours 6. Location of existing fire hydrants. 7. All new features are missing from the application. 8. Listing of lots with the square footage. 9. Missing approval block. 10. 3x3 recording block on all pages 11. Name and addresses of the owner, subdivider, engineer, surveyor. 12. 15 ft. easements. 13. Missing the entire informational page with legal description. 14. Please go through the entire check list provided in our application as this was missing a lot of items. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 10, 2024, and the City Council meeting on Monday, July 1, 2024. 147 Item 9. December 21, 2023 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lane Ranch Addition Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Lane Ranch Addition. The submittal was prepared by Middleton and Associates, LLC and was received May 16, 2023. We have completed our review and offer the following comments: Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Please address all flood study comments provided in a separate letter. Preliminary Plat Comments 1. Reference the zoning ordinance and provide setback information for all lots. 2. See comments to see additional easement requirements per the preliminary plans. 3. Provide street names throughout the preliminary plat and plans. 4. Per ordinance dimension the ROW and show width from the Centerline. 5. Show the existing easement based on the plans. 6. Show the proposed sewer easement by separate instrument. Preliminary Water Plan Comments 1. The maximum fire hydrant spacing is 500' per ordinance 5.701(a). Reconcile throughout. Preliminary Drainage Comments 1. What happens to the street drainage in McReynolds Road? Are cross culverts required? Clarify. 148 Item 9. Flood Study 1. The Flood Study is still under review. 2. The Flood Study doesn’t have detailed modeling for Lane Ranch Addition. Need additional information on existing ponds, expansion area, available depth, etc. Both existing ponds and proposed ponds shall be included into the hydrologic models and analysis. Time of concentration calculations need to incorporate the ponds as well. 3. To meet the downstream assessment requirements, the study area needs to extend further downstream to meet the 10% rule. 4. The Hydraulic model also needs to extend downstream to be beyond the confluence of Tributary 2 and 2.1. Upstream extension is also needed to show no adverse impact by the massive fill activity in 100-year floodplain. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 149 Item 9. 150 Item 9. 151 Item 9. 152 Item 9. 153 Item 9. 154 Item 9. 155 Item 9. 156 Item 9. 157 Item 9. 158 Item 9. 159 Item 9. 160 Item 9. 161 Item 9. 162 Item 9. 163 Item 9. 164 Item 9. 165 Item 9. 166 Item 9. 167 Item 9. 168 Item 9. 169 Item 9. 170 Item 9. 171 Item 9. 172 Item 9. 173 Item 9. 174 Item 9. 175 Item 9. 176 Item 9. 177 Item 9. 178 Item 9. 179 Item 9. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Lane Ranch Phase 1, being approximately 43.821 acres of land described as A0029A R BEEBE, 65B, and A0029A R. BEEBE, TR 65(PT), OLD DCAD SHT 2, TR 4, within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. SUMMARY:  The applicant is proposing to create 143 residential lots, 5 HOA lots and 1 commercial lot.  The property is under the Lane Ranch Planned Development.  The development will have access from FM 455 and Indian Lane via Butterfield Drive which will be constructed with the site.  This development is located in the City of Sanger.  The property will be served by City of Sanger Water, Sewer and CoServ Electric. 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 180 Item 10. 745873 745868 281821 281826 282036 270797 307282 307314 282032 699319 768449 307195 768460 307326 307331 282755 281877 307329 307288 281860 307307 281832 281837 281846 281841 307292 768464 270852307297307198 281851 750671 281867 281873 281888 281907 281903 307261 307263 307290 281883 307278 307286 307276 307190 527316 307317 768436 768433 768456 60061 255193 1012743 132465 711898 1012179 744595750742 529147 132509 675599675590 750744 255194 672779 331061672775 686295 336691 672763 529146 281898 281896 281890 281892281900 60045 681295 98190 60039 731942 60269 59972 59989 745161 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 5/9/2024, 9:07:14 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 181 Item 10. 182 Item 10. 183 Item 10. 184 Item 10. 185 Item 10. 186 Item 10. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 May 13, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Final Plat for Lane Ranch Phase 1 Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the Final Plat for Lane Ranch Phase 1. The property is approximately 43.820 acres owned by Marion Property Holdings, LLC and Sanger Town Center, LLC. This tract is currently open pastureland with no tree cover. The preliminary plat, 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 143 residential lots, one commercial lot and five HOA lots. This tract is part of the Lane Ranch PD currently being considered by the city. 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 187 Item 10. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 05/29/24 1st REVIEW COMMENTS – Final Plat – Lane Ranch Ph 1 Final The request is for a Final Plat of Lane Ranch Final, being approximately 43.821 acres in the REUBEN BEBEE SURVEY , ABST. NO 29, prepared by John Cowan & Associates, Inc., submitted on 05/15/24. 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. Easements should be a min. of 15 ft for ROW. 2. Missing the contact information for all utility service companies. 3. 3x3 Recording box on each page. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commissio n meeting on Monday, June 10, 2024, and the City Council meeting on Monday, July 1, 2024. 188 Item 10. June 4, 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: Lane Ranch Phase 1 Final Plat -Review #2 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Lane Ranch Phase 1. The submittal was prepared by Middleton and Associates, LLC and was dated May 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 Comments 1. Specify a private drainage easement and provide a maintenance agreement for the proposed ditch. The owner shall be responsible for maintenance. 2. Final acceptance is contingent on addressing the civil comments. Grading Plan/Grading Details Comments 1. For design velocities 6 CFS or greater the channel shall be lined with concrete, rock walls or gabions 10.106(d)(9)(B)(iii). 2. The table does not provide enough information. The closed conduit system will peak sooner than the entire watershed, and therefore we need to review calculations for the coincident flood at 2 yr, 5yr, 10yr etc. including velocity and froude number. 3. What is the velocity at 3'? What is the Critical Depth? Erosion Control Plan Comments 1. Curlex II is not an approved material for the velocities calculated in the ditch. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF Firm No. 0312 Attachments: Plan markups 189 Item 10. 190 Item 10. Specify as a private drainage easement and provide a maintenance agreement for the proposed ditch. The owner shall be responsible for maintenance. 191 Item 10. 192 Item 10. 193 Item 10. 194 Item 10. Specify a private drainage easement and provide a maintenance agreement for the proposed ditch. The owner shall be responsible for maintenance. 195 Item 10. 196 Item 10. 197 Item 10. 198 Item 10. 199 Item 10. 200 Item 10. 201 Item 10. 202 Item 10. What is the velocity at 3'? What is the Critical Depth The table does not provide enough information. The closed conduit system will peak sooner than the entire watershed, calculations need to show at what storm this happens. Therefore, we need to review calculations for the coincident flood at 2 yr, 5yr, 10yr etc. including velocity and froude number. For design velocities 6 CFS or greater the channel shall be lined with concrete, rock walls or gabions 10.106(d)(9)(B)(iii) 203 Item 10. Not an approved material for channel stabilization per 10.106(d)(9)(B)(iii) 204 Item 10. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Minor Plat of Real Sanger Park No. 2 Addition, being approximately 2.99 acres of land described as A0029A R. BEEBE, TR 18, OLD DCAD SHT 1, TR 39D, within the ETJ of the City of Sanger, generally located North of FM 455 W, and approximately 972 feet east of Union Hill Road. SUMMARY:  The applicant proposes to plat this lot to build a storage building.  The property is in the ETJ.  The development will have access from FM 455 West. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Minor Plat Application Letter of Intent Planning Comments Engineering Comments 205 Item 11. 757352 122727 60254 131118 757351 60258 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/5/2024, 11:10:06 AM 0 0.03 0.060.01 mi 0 0.05 0.10.03 km 1:2,257 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 206 Item 11. N02° 11' 28"E 1259.01' S02° 11' 15"W 1201.85' S85° 24' 31"E 105.93' S 6 5 ° 5 4 ' 0 1 " W 1 1 8 . 2 2 ' ( S 6 5 ° 5 8 ' 1 5 " W 1 1 8 . 2 6 ' ) (S85° 25' 13"E 106.00') (S02° 10' 56"W 1202.23') (C M ) FI R 3 / 8 " FI R 1 / 2 " FI R 1 / 2 " 271.24' (C M ) FI R / C A P 1 / 2 " "M E T R O P L E X " "X " M A R K FO U N D FI R 1 / 2 " FI P 2 " 7 4 9 . 3 7 ' 7 2 6 . 5 1 ' FI P 2 " 7 7 8 . 2 4 ' FI R 3 / 8 " 713.41' LO T 1 BL O C K A 2. 9 9 A C R E S R . B E B E E S U R V E Y , A B S T R A C T N o . 2 9 D E N T O N C O U N T Y , T E X A S BA R R Y R . H A R K I N LO T 2 R , B L O C K A L. L . & T . A D D I T I O N DO C U M E N T N o . 2 0 1 9 - 2 6 5 R. P . R . D . C . T . DA L L A S B L A S T I N G S A N D CO A T I N G L L C LO T 1 R , B L O C K A L. L . & T . A D D I T I O N DO C U M E N T N o . 2 0 1 9 - 2 6 5 R. P . R . D . C . T . TR I P L E " T " F A R M S , L T D . 13 8 . 1 2 4 A C R E S IN S T R U M E N T N o . 2 0 2 1 - 1 4 6 7 9 8 R. P . R . D . C . T . J. Y O U N G L A N D A N D C A T T L E , L T D . DO C U M E N T N o . 2 0 1 3 - 1 4 1 0 R. P . R . D . C . T . N02° 11' 28"E 1258.90' N: 7 , 1 8 6 , 2 6 6 . 6 2 E: 2 , 3 8 6 , 9 0 9 . 1 0 Z: 6 7 9 . 9 5 C L CL CL F . M . 4 5 5 3 2 ' A S P H A L T R O A D W A Y ( 9 0 . 0 0 ' P U B L I C R I G H T - O F - W A Y ) N: 7 , 1 8 5 , 0 6 5 . 2 8 E: 2 , 3 8 6 , 8 6 3 . 2 7 Z: 6 8 9 . 9 7 3 0 ' B . L . P E R P L A T 1 6 ' U . E . P E R P L A T 43.3' 32.1' 90.0' A T R A C T O F L A N D DE S C R I B E D I N A D E E D T O RE A L V E N T U R E S L L C , A TE X A S L I M I T E D L I A B I L I T Y CO M P A N Y DO C . N O . 2 0 2 4 - 5 5 3 2 R. P . R . D . C . T . 25' B.L. PER PLAT 25' B.L. PER PLAT PO B Y:\JOBS\JOBS 2024\240097\Drawings\240097-01 PLAT.dwg, 5/21/2024 11:23:14 AM LE G E N D FI P =F O U N D I R O N P I P E ( ) =P L A T O R D E E D C A L L =A S P H A L T DA T E : R. P . L . S . KE N N E T H A . Z O L L I N G E R 43 2 1 I - 3 5 S U I T E 5 7 5 JO B N U M B E R : DR A W N B Y : GA I N E S V I L L E , T X 7 6 2 0 5 (9 4 0 ) 3 8 2 - 3 4 4 6 24 0 0 9 7 - 0 1 TE P 5- 2 1 - 2 0 2 4 TX F I R M R E G I S T R A T I O N # 1 0 0 0 2 1 0 0 S E W N 0 60 40 20 1" = 6 0 ' VI C I N I T Y M A P NO T T O S C A L E SU R V E Y O R : KA Z S U R V E Y I N G , I N C . 43 2 1 I - 3 5 S U I T E 5 7 5 GA I N E S V I L L E , T E X A S 7 6 2 4 0 PH O N E : 9 4 0 - 3 8 2 - 3 4 4 6 TB P L S F I R M # 1 0 0 0 2 1 0 0 MI N O R P L A T LO T 1 B L O C K A RE A L S A N G E R P A R K N O . 2 BE I N G 2 . 9 9 A C R E S IN T H E R . B E B E E S U R V E Y , AB S T R A C T N U M B E R 2 9 , IN T H E E T J O F T H E C I T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S FI R =F O U N D I R O N R O D 1 1 9 0 21642164 UNION HILL ROAD F.M. 455W UNION HILL ROAD McREYNOLDS ROAD ST A T E O F T E X A S CO U N T Y O F D E N T O N BE F O R E M E , T H E U N D E R S I G N E D , A N O T A R Y P U B L I C I N A N D F O R S A I D C O U N T Y A N D S T A T E , O N T H I S D A Y P E R S O N A L L Y A P P E A R E D L A N C E R E E V E S , KN O W N T O M E T O B E T H E P E R S O N W H O S E N A M E I S S U B S C R I B E D T O T H E F O R E G O I N G I N S T R U M E N T A N D A C K N O W L E D G E D T O M E T H A T H E E X E C U T E D TH E S A M E F O R T H E P U R P O S E S A N D C O N S I D E R A T I O N S T H E R E I N . WI T N E S S M Y H A N D A N D S E A L O F O F F I C E T H I S T H E _ _ _ _ _ D A Y O F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 4 . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NO T A R Y P U B L I C I N A N D F O R T H E S T A T E O F T E X A S DE N T O N C O U N T Y MY C O M M I S S I O N E X P I R E S O N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CE R T I F I C A T E O F S U R V E Y O R ST A T E O F T E X A S CO U N T Y O F D E N T O N I, K E N N E T H A . Z O L L I N G E R , R E G I S T E R E D P R O F E S S I O N A L L A N D S U R V E Y O R , D O H E R E B Y C E R T I F Y T H A T T H I S P L A T W A S P R E P A R E D F R O M A N D A C T U A L SU R V E Y M A D E O N T H E G R O U N D A N D T H A T T H E M O N U M E N T S S H O W N H E R E O N W E R E F O U N D O R P L A C E D W I T H 1 / 2 " I R O N R O D S C A P P E D " K A Z " U N D E R M Y DI R E C T I O N A N D S U P E R V I S I O N I N A C C O R D A N C E W I T H T H E O R D I N A N C E S O F T H E E X T R A T E R R I T O R I A L J U R I S D I C T I O N O F T H E C I T Y O F S A N G E R , D E N T O N CO U N T Y , T E X A S . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ KE N N E T H A . Z O L L I N G E R R . P . L . S . # 5 3 1 2 D A T E ST A T E O F T E X A S CO U N T Y O F D E N T O N BE F O R E M E , T H E U N D E R S I G N E D A U T H O R I T Y , O N T H I S D A Y P E R S O N A L L Y A P P E A R E D K E N N E T H A . Z O L L I N G E R , K N O W N T O M E T O B E T H E P E R S O N W H O S E NA M E I S S U B S C R I B E D T O T H E F O R E G O I N G I N S T R U M E N T , A N D A C K N O W L E D G E D T O M E T H A T H E E X E C U T E D T H E S A M E F O R T H E P U R P O S E S A N D CO N S I D E R A T I O N S T H E R E I N E X P R E S S E D A N D I N T H E C A P A C I T Y T H E R E I N S T A T E D . GI V E N U N D E R M Y H A N D A N D S E A L O F T H E O F F I C E T H I S _ _ _ _ _ _ _ _ _ _ _ _ D A Y O F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 4 . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NO T A R Y P U B L I C , D E N T O N C O U N T Y , T E X A S . MY C O M M I S S I O N E X P I R E S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . (C M ) =C O N T R O L L I N G M O N U M E N T PO B =P O I N T O F B E G I N N I N G TH E P U R P O S E O F T H I S P L A T I S T O C R E A T E O N E L O T O F R E C O R D OU T O F A T R A C T O F L A N D D E S C R I B E D I N A D E E D . AP P R O V E D A N D A C C E P T E D __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ CH A I R M A N , DA T E PL A N N I N G A N D Z O N I N G C O M M I S S I O N CI T Y O F S A N G E R , T X __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ MA Y O R DA T E CI T Y O F S A N G E R , T X AT T E S T E D B Y : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ CI T Y S E C R E T A R Y DA T E CI T Y O F S A N G E R , T X 53 1 2 ST A T E OF TEXAS LANDSU R V E Y OR OW N E R : RE A L V E N T U R E S , L L C 52 5 S L O C U S T S T R E E T DE N T O N , T E X A S 7 6 2 0 1 PH O N E : ( 7 6 0 ) 4 2 7 - 0 8 6 9 OW N E R ' S D E D I C A T I O N “S t a t e o f T e x a s Co u n t y o f D e n t o n I ( w e ) , t h e u n d e r s i g n e d , o w n e r ( s ) o f t h e l a n d s h o w n o n t h i s p l a t w i t h i n t h e a r e a d e s c r i b e d b y m e t e s a n d b o u n d s a s f o l l o w s : NO W , T H E R E F O R E , K N O W A L L P E R S O N S B Y T H E S E P R E S E N T S : TH A T R E A L V E N T U R E S , L L C , a c t i n g h e r e i n b y a n d t h r o u g h i t s d u l y a u t h o r i z e d o f f i c e r , L A N C E R E E V E S , d o e s h e r e b y a d o p t t h i s p l a t d e s i g n a t i n g t h e he r e i n a b o v e d e s c r i b e d p r o p e r t y a s R E A L S A N G E R P A R K N O . 2 , a n a d d i t i o n t o t h e C i t y o f S a n g e r , T e x a s , a n d d o e s h e r e b y d e d i c a t e t o t h e p u b l i c u s e fo r e v e r b y f e e s i m p l e t i t l e , f r e e a n d c l e a r o f a l l l i e n s a n d e n c u m b r a n c e s , a l l s t r e e t s , t h o r o u g h f a r e s , a l l e y s , f i r e l a n e s , d r i v e a i s l e s , p a r k s , a n d wa t e r c o u r s e s , a n d t o t h e p u b l i c u s e f o r e v e r e a s e m e n t s f o r s i d e w a l k s , s t o r m d r a i n a g e f a c i l i t i e s , u t i l i t i e s a n d a n y o t h e r p r o p e r t y n e c e s s a r y t o s e r v e t h e pl a t a n d t o i m p l e m e n t t h e r e q u i r e m e n t s o f t h e s u b d i v i s i o n r e g u l a t i o n s a n d o t h e r C i t y c o d e s a n d d o h e r e b y b i n d o u r s e l v e s , o u r h e i r s , s u c c e s s o r s a n d as s i g n s t o w a r r a n t a n d t o f o r e v e r d e f e n d t h e t i t l e o n t h e l a n d s o d e d i c a t e d . F u r t h e r , t h e u n d e r s i g n e d c o v e n a n t s a n d a g r e e s t h a t h e / s h e s h a l l m a i n t a i n a l l ea s e m e n t s a n d f a c i l i t i e s i n a s t a t e o f g o o d r e p a i r a n d f u n c t i o n a l c o n d i t i o n a t a l l t i m e s i n a c c o r d a n c e w i t h C i t y c o d e s a n d r e g u l a t i o n s . N o b u i l d i n g s , fe n c e s , t r e e s , s h r u b s , o r o t h e r i m p r o v e m e n t s o r g r o w t h s s h a l l b e c o n s t r u c t e d o r p l a c e d u p o n , o v e r , o r a c r o s s t h e e a s e m e n t s a s s h o w n , e x c e p t t h a t la n d s c a p e i m p r o v e m e n t s m a y b e i n s t a l l e d , i f a p p r o v e d b y t h e C i t y o f S a n g e r . T h e C i t y o f S a n g e r a n d p u b l i c u t i l i t y e n t i t i e s s h a l l h a v e t h e r i g h t t o a c c e s s an d m a i n t a i n a l l r e s p e c t i v e e a s e m e n t s w i t h o u t t h e n e c e s s i t y a t a n y t i m e o f p r o c u r i n g p e r m i s s i o n f r o m a n y o n e . WI T N E S S M Y H A N D t h i s _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 4 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . LA N C E R E E V E S Ow n e r , R E A L V E N T U R E S , L L C BE I N G a l l t h a t c e r t a i n t r a c t o f l a n d s i t u a t e d i n t h e R . B e b e e S u r v e y , A b s t r a c t N u m b e r 2 9 , D e n t o n C o u n t y , T e x a s , s a i d t r a c t o f l a n d d e s c r i b e d b y d e e d t o Re a l V e n t u r e s L L C , a T e x a s L i m i t e d L i a b i l i t y C o m p a n y , r e c o r d e d i n d o c u m e n t n u m b e r 2 0 2 4 - 5 5 3 2 , R e a l P r o p e r t y R e c o r d s , D e n t o n C o u n t y , T e x a s , a n d be i n g m o r e p a r t i c u l a r l y d e s c r i b e d b y m e t e s a n d b o u n d s a s f o l l o w s : BE G I N N I N G a t a 1 / 2 i n c h i r o n r o d f o u n d f o r c o r n e r s t a m p e d “ M e t r o p l e x ” , s a i d c o r n e r b e i n g t h e S o u t h e a s t c o r n e r o f t h e h e r e i n d e s c r i b e d t r a c t , s a m e po i n t b e i n g t h e S o u t h w e s t c o r n e r o f l o t 2 R , B l o c k A o f L . L . & T . A d d i t i o n , a n a d d i t i o n t o D e n t o n C o u n t y , T e x a s , a c c o r d i n g t o t h e p l a t t h e r e o f r e c o r d e d un d e r D o c u m e n t N u m b e r 2 0 1 9 - 2 6 5 , P l a t R e c o r d s , D e n t o n C o u n t y , T e x a s , a n d b e i n g i n t h e n o r t h e r l y r i g h t - o f - w a y l i n e o f F . M . 4 5 5 ; TH E N C E S o u t h 6 5 d e g r e e s 5 4 m i n u t e s 0 1 s e c o n d s W e s t , w i t h t h e n o r t h e r l y r i g h t - o f - w a y l i n e o f F . M . 4 5 5 , a d i s t a n c e o f 1 1 8 . 2 2 f e e t t o a " X " M a r k f o u n d fo r c o r n e r b e i n g t h e S o u t h w e s t c o r n e r o f t h e h e r e i n d e s c r i b e d t r a c t a n d t h e S o u t h e a s t c o r n e r o f a t r a c t o f l a n d d e s c r i b e d b y d e e d t o J . Y o u n g L a n d a n d Ca t t l e , L t d . , r e c o r d e d u n d e r i n s t r u m e n t n u m b e r 2 0 1 3 - 1 4 1 0 , R e a l P r o p e r t y R e c o r d s , D e n t o n C o u n t y , T e x a s ; TH E N C E N o r t h 0 2 d e g r e e s 1 1 m i n u t e s 2 8 s e c o n d s E a s t , w i t h t h e e a s t l i n e o f s a i d J . Y o u n g t r a c t , a d i s t a n c e o f 1 2 5 9 . 0 1 f e e t t o a 3 / 8 i n c h i r o n r o d f o u n d fo r c o r n e r b e i n g i n t h e s o u t h l i n e o f a t r a c t o f l a n d d e s c r i b e d b y d e e d t o T r i p l e " T " F a r m s , L t d . , r e c o r d e d u n d e r i n s t r u m e n t n u m b e r 2 0 2 1 - 1 4 6 7 9 8 , R e a l Pr o p e r t y R e c o r d s , D e n t o n C o u n t y , T e x a s , s a m e p o i n t b e i n g t h e n o r t h e a s t c o r n e r o f s a i d J . Y o u n g T r a c t a n d t h e N o r t h w e s t c o r n e r o f t h e h e r e i n de s c r i b e d t r a c t ; TH E N C E S o u t h 8 5 d e g r e e s 2 4 m i n u t e s 3 1 s e c o n d s E a s t , w i t h t h e s o u t h l i n e o f s a i d T r i p l e " T " F a r m s t r a c t , a d i s t a n c e o f 1 0 5 . 9 3 f e e t t o a 1 / 2 i n c h i r o n r o d fo u n d f o r c o r n e r b e i n g t h e n o r t h w e s t c o r n e r o f L o t 1 R , B l o c k A o f s a i d L . L . & T . A d d i t i o n a n d t h e N o r t h e a s t c o r n e r o f t h e h e r e i n d e s c r i b e d t r a c t ; TH E N C E S o u t h 0 2 d e g r e e s 1 1 m i n u t e s 1 5 s e c o n d s W e s t , w i t h t h e w e s t l i n e o f s a i d L . L . & T . A d d i t i o n , a d i s t a n c e o f 1 2 0 1 . 8 5 f e e t t o t h e P O I N T O F BE G I N N I N G a n d c o n t a i n i n g 2 . 9 9 a c r e s o f l a n d , m o r e o r l e s s . GE N E R A L N O T E S : 1. A L L L O T S C O M P L Y W I T H T H E M I N I M U M S I Z E R E Q U I R E M E N T S O F T H E ZO N I N G D I S T R I C T . 2. T H I S P R O P E R T Y M A Y B E S U B J E C T T O C H A R G E S R E L A T E D T O I M P A C T FE E S A N D T H E A P P L I C A N T S H O U L D C O N T A C T T H E C I T Y R E G A R D I N G AN Y A P P L I C A B L E F E E S D U E . 3. A L L C O M M O N A R E A D , D R A I N A G E E A S E M E N T S , A N D D E T E N T I O N FA C I L I T I T E S W I L L B E O W N E D A N D M A I N T A I N N E D B Y T H E H O A / P O A . A N Y CO M M O N A R E A W I T H I N T H E C I T Y ' S R I G H T - O R - W A Y W I L L R E Q U I R E A FA C I L I T I E S A G R E E M E N T , T O B E R E V I E W E D A N D A P P R O V E D B Y T H E C I T Y . 4. N O T I C E - S E L L I N G A P O R T I O N O F T H I S A D D I T I O N B Y M E T E S A N D B O U N D S IS A V I O L A T I O N O F C I T Y O R D I N A N C E A N D S T A T E L A W , A N D I S S U B J E C T TO F I N E S A N D W I T H H O L D I N G O F U T I L I T I E S A N D B U I L D I N G P E R M I T S . 5. T H I S P L A T D O E S N O T R E M O V E E X I S T I N G D E D R E S T R I C T I O N , I F A N Y , O N TH I S P R O P E R T Y . 6. M I N I M U M F I N I S H E D F L O O R E L E V A T I O N S A R E T O B E A T L E A S T 2 F E E T AB O V E T H E 1 0 0 - Y E A R F L O O D P L A I N . 7. F L O O D S T A T E M E N T : I H A V E R E V I E W E D T H E F . E . M . A . F L O O D I N S U R A N C E RA T E M A P F O R T H E C I T Y O F D E N T O N , C O M M U N I T Y N U M B E R 4 8 0 7 7 4 EF F E C T I V E D A T E 0 4 - 1 8 - 2 0 1 1 A N D T H A T M A P I N D I C A T E S A S S C A L E D , TH A T A P O R T I O N O F T H I S P R O P E R T Y I S W I T H I N " NO N - S H A D E D Z O N E X " DE F I N E D A S " A R E A S D E T E R M I N E D T O B E O U T S I D E T H E 0 . 2 % A N N U A L CH A N C E F L O O D P L A I N " A S S H O W N O N P A N E L 3 7 0 G O F S A I D M A P . 8. T H E P U R P O S E O F T H I S P L A T I S T O C R E A T E 2 L O T S F R O M A 1 2 . 4 2 A C R E PA R C E L . 9. B E A R I N G S S H O W N H E R E O N A R E R E F E R E N C E D T O T H E T E X A S CO O R D I N A T E S Y S T E M O F 1 9 8 3 , N O R T H C E N T R A L Z O N E ( 4 2 0 2 ) , A N D A R E BA S E D O N T H E N O R T H A M E R I C A N D A T U M O F 1 9 8 3 , 2 0 1 1 A D J U S T M E N T . 10 . T H E E X I S T I N G C R E E K S O R D R A I N A G E C H A N N E L S T R A V E R S I N G A L O N G OR A C R O S S T H E A D D I T I O N W I L L R E M A I N A S O P E N C H A N N E L S A N D W I L L BE M A I N T A I N E D B Y T H E I N D I V I D U A L P R O P E R T Y O W N E R S . 11 . P R I V A T E I M P R O V E M E N T S M A Y N O T B E B U I L T U P O N O R E N C R O A C H ON T O E X I S T I N G P U B L I C O R P R I V A T E E A S E M E N T S . 12 . S A N I T A R Y S E W E R T O B E H A N D L E D B Y F A C I L I T I E S A P P R O V E D B Y T H E DE N T O N C O U N T Y H E A L T H D E P A R T M E N T . 13 . W A T E R S E R V I C E S P R O V I D E R : GR E E N S P R I N G S W S C PO B O X 1 2 9 SA N G E R , T X 7 6 2 6 6 (9 4 0 ) 4 5 8 - 0 1 1 6 14 . E L E C T R I C I T Y P R O V I D E R : CO S E R V E L E C T R I C 77 0 1 S . S T E M M O N S CO R I N T H T X 7 6 2 1 0 (9 4 0 ) 2 7 0 - 6 8 0 1 207 Item 11. 208 Item 11. Letter of Intent This letter is to inform the City of Sanger, Texas the intention of a Minor Plat of 2.995 acres located within the ETJ of the City of Sanger, Texas. 1) The existing land description is a 2.995 acre tract of land conveyed to Real Venture, LLC by deed of record in Document Number 2024-5532. 2) Original Description: BEING all that certain tract of land situated in the R. Bebee Survey, Abstract Number 29, Denton County, Texas, said tract of land described by deed to Real Ventures LLC, a Texas Limited Liability Company, recorded in document number 2024-5532, Real Property Records, Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for corner stamped “Metroplex”, said corner being the Southeast corner of the herein described tract, same point being the Southwest corner of lot 2R, Block A of L.L.&T. Addition, an addition to Denton County, Texas, according to the plat there of recorded under Document Number 2019 -265, Plat Records, Denton County, Texas, and being in the northerly right-of-way line of F.M. 455; THENCE South 65 degrees 54 minutes 01 seconds West, with the northerly right-of- way line of F.M. 455, a distance of 118.22 feet to a "X" Mark found for corner being t he Southwest corner of the herein described tract and the Southeast corner of a tract of land described by deed to J. Young Land and Cattle, Ltd., recorded under instrument number 2013-1410, Real Property Records, Denton County, Texas; THENCE North 02 degrees 11 minutes 28 seconds East, with the east line of said J. Young tract, a distance of 1259.01 feet to a 3/8 inch iron rod found for corner being in the south line of a tract of land described by deed to Triple "T" Farms, Ltd., recorded under instrument number 2021-146798, Real Property Records, Denton County, Texas, same point being the northeast corner of said J. Young Tract and the Northwest corner of the herein described tract; THENCE South 85 degrees 24 minutes 31 seconds East, with the south line of said Triple "T" Farms tract, a distance of 105.93 feet to a 1/2 inch iron rod found for corner being the northwest corner of Lot 1R, Block A of said L.L.&T. Addition and the Northeast corner of the herein described tract; THENCE South 02 degrees 11 minutes 15 seconds West, with the west line of said L.L.&T. Addition, a distance of 1201.85 feet to the POINT OF BEGINNING and containing 2.99 acres of land, more or less. 3) There are currently no structures on the property. 209 Item 11. 4) Contact Info: Lance Reeves, (760) 42 7-0869 5) Same as #4 6) The intent of this application is to Plat the 2.995 acre tract owned by Real Ventures LLC, being conveyed in Document No. 2024 -5532. 7) We request that the Plat be reviewed and considered for approval by the City of Sanger, Texas. 210 Item 11. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 05/20/24 1st REVIEW COMMENTS – Minor Plat – Real Sanger Park The request is for a Minor Plat of Real Sanger Park, being approximately 2.99 acres with 1 Commercial Lot, Reuben Bebee Survey, Abst. No. 29, prepared by KAZ Surveying, submitted on 05/15/24. 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. Show centerline of existing streets. 2. Missing all required “Standard Notation” 3. The name, address, and phone number of utilities providing service. 4. Under Certificate of Surveyor you have “Town of Northlake” 5. Change the name of the plat “Real Park of Sanger 2” Informational Comments 1. The property is within the City of Sanger. 2. The Minor Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 10, 2024, and the City Council meeting on Monday, July1, 2024. 211 Item 11. May 20, 2023 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Real Sanger Park - Minor Plat Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Minor Plat for Sanger Industrial. The submittal was prepared by Kaz Surveying, Inc. and was received May 13, 2024 We have completed our review and offer the following comments: Minor Plat 1. The table provided will be accepted as the closure report. However, this is only needed supplemental information. Please delete from the Minor Plat for filing purposes. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 212 Item 11. N02° 11' 28"E 1259.01' S02° 11' 15"W 1201.85' S85° 24' 31"E 105.93' S 6 5 ° 5 4 ' 0 1 " W 1 1 8 . 2 2 ' ( S 6 5 ° 5 8 ' 1 5 " W 1 1 8 . 2 6 ' ) (S85° 25' 13"E 106.00') (S02° 10' 56"W 1202.23') (C M ) FI R 3 / 8 " FI R 1 / 2 " FI R 1 / 2 " 271.24' (C M ) FI R / C A P 1 / 2 " "M E T R O P L E X " "X " M A R K FO U N D FI R 1 / 2 " FI P 2 " 7 4 9 . 3 7 ' 7 2 6 . 5 1 ' FI P 2 " 7 7 8 . 2 4 ' FI R 3 / 8 " 713.41' LO T 1 BL O C K A 2. 9 9 A C R E S R . B E B E E S U R V E Y , A B S T R A C T N o . 2 9 D E N T O N C O U N T Y , T E X A S BA R R Y R . H A R K I N LO T 2 R , B L O C K A L. L . & T . A D D I T I O N DO C U M E N T N o . 2 0 1 9 - 2 6 5 R. P . R . D . C . T . DA L L A S B L A S T I N G S A N D CO A T I N G L L C LO T 1 R , B L O C K A L. L . & T . A D D I T I O N DO C U M E N T N o . 2 0 1 9 - 2 6 5 R. P . R . D . C . T . TR I P L E " T " F A R M S , L T D . 13 8 . 1 2 4 A C R E S IN S T R U M E N T N o . 2 0 2 1 - 1 4 6 7 9 8 R. P . R . D . C . T . J. Y O U N G L A N D A N D C A T T L E , L T D . DO C U M E N T N o . 2 0 1 3 - 1 4 1 0 R. P . R . D . C . T . N02° 11' 28"E 1258.90' N: 7 , 1 8 6 , 2 6 6 . 6 2 E: 2 , 3 8 6 , 9 0 9 . 1 0 Z: 6 7 9 . 9 5 C L CL CL F . M . 4 5 5 3 2 ' A S P H A L T R O A D W A Y ( 9 0 . 0 0 ' P U B L I C R I G H T - O F - W A Y ) N: 7 , 1 8 5 , 0 6 5 . 2 8 E: 2 , 3 8 6 , 8 6 3 . 2 7 Z: 6 8 9 . 9 7 3 0 ' B . L . P E R P L A T 1 6 ' U . E . P E R P L A T 43.3' 32.1' 90.0' A T R A C T O F L A N D DE S C R I B E D I N A D E E D T O RE A L V E N T U R E S L L C , A TE X A S L I M I T E D L I A B I L I T Y CO M P A N Y DO C . N O . 2 0 2 4 - 5 5 3 2 R. P . R . D . C . T . 25' B.L. PER PLAT 25' B.L. PER PLAT PO B Y:\JOBS\JOBS 2024\240097\Drawings\240097-01 PLAT.dwg, 5/21/2024 11:23:14 AM LE G E N D FI P =F O U N D I R O N P I P E ( ) =P L A T O R D E E D C A L L =A S P H A L T DA T E : R. P . L . S . KE N N E T H A . Z O L L I N G E R 43 2 1 I - 3 5 S U I T E 5 7 5 JO B N U M B E R : DR A W N B Y : GA I N E S V I L L E , T X 7 6 2 0 5 (9 4 0 ) 3 8 2 - 3 4 4 6 24 0 0 9 7 - 0 1 TE P 5- 2 1 - 2 0 2 4 TX F I R M R E G I S T R A T I O N # 1 0 0 0 2 1 0 0 S E W N 0 60 40 20 1" = 6 0 ' VI C I N I T Y M A P NO T T O S C A L E SU R V E Y O R : KA Z S U R V E Y I N G , I N C . 43 2 1 I - 3 5 S U I T E 5 7 5 GA I N E S V I L L E , T E X A S 7 6 2 4 0 PH O N E : 9 4 0 - 3 8 2 - 3 4 4 6 TB P L S F I R M # 1 0 0 0 2 1 0 0 MI N O R P L A T LO T 1 B L O C K A RE A L S A N G E R P A R K N O . 2 BE I N G 2 . 9 9 A C R E S IN T H E R . B E B E E S U R V E Y , AB S T R A C T N U M B E R 2 9 , IN T H E E T J O F T H E C I T Y O F S A N G E R DE N T O N C O U N T Y , T E X A S FI R =F O U N D I R O N R O D 1 1 9 0 21642164 UNION HILL ROAD F.M. 455W UNION HILL ROAD McREYNOLDS ROAD ST A T E O F T E X A S CO U N T Y O F D E N T O N BE F O R E M E , T H E U N D E R S I G N E D , A N O T A R Y P U B L I C I N A N D F O R S A I D C O U N T Y A N D S T A T E , O N T H I S D A Y P E R S O N A L L Y A P P E A R E D L A N C E R E E V E S , KN O W N T O M E T O B E T H E P E R S O N W H O S E N A M E I S S U B S C R I B E D T O T H E F O R E G O I N G I N S T R U M E N T A N D A C K N O W L E D G E D T O M E T H A T H E E X E C U T E D TH E S A M E F O R T H E P U R P O S E S A N D C O N S I D E R A T I O N S T H E R E I N . WI T N E S S M Y H A N D A N D S E A L O F O F F I C E T H I S T H E _ _ _ _ _ D A Y O F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 4 . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NO T A R Y P U B L I C I N A N D F O R T H E S T A T E O F T E X A S DE N T O N C O U N T Y MY C O M M I S S I O N E X P I R E S O N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CE R T I F I C A T E O F S U R V E Y O R ST A T E O F T E X A S CO U N T Y O F D E N T O N I, K E N N E T H A . Z O L L I N G E R , R E G I S T E R E D P R O F E S S I O N A L L A N D S U R V E Y O R , D O H E R E B Y C E R T I F Y T H A T T H I S P L A T W A S P R E P A R E D F R O M A N D A C T U A L SU R V E Y M A D E O N T H E G R O U N D A N D T H A T T H E M O N U M E N T S S H O W N H E R E O N W E R E F O U N D O R P L A C E D W I T H 1 / 2 " I R O N R O D S C A P P E D " K A Z " U N D E R M Y DI R E C T I O N A N D S U P E R V I S I O N I N A C C O R D A N C E W I T H T H E O R D I N A N C E S O F T H E E X T R A T E R R I T O R I A L J U R I S D I C T I O N O F T H E C I T Y O F S A N G E R , D E N T O N CO U N T Y , T E X A S . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ KE N N E T H A . Z O L L I N G E R R . P . L . S . # 5 3 1 2 D A T E ST A T E O F T E X A S CO U N T Y O F D E N T O N BE F O R E M E , T H E U N D E R S I G N E D A U T H O R I T Y , O N T H I S D A Y P E R S O N A L L Y A P P E A R E D K E N N E T H A . Z O L L I N G E R , K N O W N T O M E T O B E T H E P E R S O N W H O S E NA M E I S S U B S C R I B E D T O T H E F O R E G O I N G I N S T R U M E N T , A N D A C K N O W L E D G E D T O M E T H A T H E E X E C U T E D T H E S A M E F O R T H E P U R P O S E S A N D CO N S I D E R A T I O N S T H E R E I N E X P R E S S E D A N D I N T H E C A P A C I T Y T H E R E I N S T A T E D . GI V E N U N D E R M Y H A N D A N D S E A L O F T H E O F F I C E T H I S _ _ _ _ _ _ _ _ _ _ _ _ D A Y O F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 4 . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NO T A R Y P U B L I C , D E N T O N C O U N T Y , T E X A S . MY C O M M I S S I O N E X P I R E S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . (C M ) =C O N T R O L L I N G M O N U M E N T PO B =P O I N T O F B E G I N N I N G TH E P U R P O S E O F T H I S P L A T I S T O C R E A T E O N E L O T O F R E C O R D OU T O F A T R A C T O F L A N D D E S C R I B E D I N A D E E D . AP P R O V E D A N D A C C E P T E D __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ CH A I R M A N , DA T E PL A N N I N G A N D Z O N I N G C O M M I S S I O N CI T Y O F S A N G E R , T X __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ MA Y O R DA T E CI T Y O F S A N G E R , T X AT T E S T E D B Y : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ CI T Y S E C R E T A R Y DA T E CI T Y O F S A N G E R , T X 53 1 2 ST A T E OF TEXAS LANDSU R V E Y OR OW N E R : RE A L V E N T U R E S , L L C 52 5 S L O C U S T S T R E E T DE N T O N , T E X A S 7 6 2 0 1 PH O N E : ( 7 6 0 ) 4 2 7 - 0 8 6 9 OW N E R ' S D E D I C A T I O N “S t a t e o f T e x a s Co u n t y o f D e n t o n I ( w e ) , t h e u n d e r s i g n e d , o w n e r ( s ) o f t h e l a n d s h o w n o n t h i s p l a t w i t h i n t h e a r e a d e s c r i b e d b y m e t e s a n d b o u n d s a s f o l l o w s : NO W , T H E R E F O R E , K N O W A L L P E R S O N S B Y T H E S E P R E S E N T S : TH A T R E A L V E N T U R E S , L L C , a c t i n g h e r e i n b y a n d t h r o u g h i t s d u l y a u t h o r i z e d o f f i c e r , L A N C E R E E V E S , d o e s h e r e b y a d o p t t h i s p l a t d e s i g n a t i n g t h e he r e i n a b o v e d e s c r i b e d p r o p e r t y a s R E A L S A N G E R P A R K N O . 2 , a n a d d i t i o n t o t h e C i t y o f S a n g e r , T e x a s , a n d d o e s h e r e b y d e d i c a t e t o t h e p u b l i c u s e fo r e v e r b y f e e s i m p l e t i t l e , f r e e a n d c l e a r o f a l l l i e n s a n d e n c u m b r a n c e s , a l l s t r e e t s , t h o r o u g h f a r e s , a l l e y s , f i r e l a n e s , d r i v e a i s l e s , p a r k s , a n d wa t e r c o u r s e s , a n d t o t h e p u b l i c u s e f o r e v e r e a s e m e n t s f o r s i d e w a l k s , s t o r m d r a i n a g e f a c i l i t i e s , u t i l i t i e s a n d a n y o t h e r p r o p e r t y n e c e s s a r y t o s e r v e t h e pl a t a n d t o i m p l e m e n t t h e r e q u i r e m e n t s o f t h e s u b d i v i s i o n r e g u l a t i o n s a n d o t h e r C i t y c o d e s a n d d o h e r e b y b i n d o u r s e l v e s , o u r h e i r s , s u c c e s s o r s a n d as s i g n s t o w a r r a n t a n d t o f o r e v e r d e f e n d t h e t i t l e o n t h e l a n d s o d e d i c a t e d . F u r t h e r , t h e u n d e r s i g n e d c o v e n a n t s a n d a g r e e s t h a t h e / s h e s h a l l m a i n t a i n a l l ea s e m e n t s a n d f a c i l i t i e s i n a s t a t e o f g o o d r e p a i r a n d f u n c t i o n a l c o n d i t i o n a t a l l t i m e s i n a c c o r d a n c e w i t h C i t y c o d e s a n d r e g u l a t i o n s . N o b u i l d i n g s , fe n c e s , t r e e s , s h r u b s , o r o t h e r i m p r o v e m e n t s o r g r o w t h s s h a l l b e c o n s t r u c t e d o r p l a c e d u p o n , o v e r , o r a c r o s s t h e e a s e m e n t s a s s h o w n , e x c e p t t h a t la n d s c a p e i m p r o v e m e n t s m a y b e i n s t a l l e d , i f a p p r o v e d b y t h e C i t y o f S a n g e r . T h e C i t y o f S a n g e r a n d p u b l i c u t i l i t y e n t i t i e s s h a l l h a v e t h e r i g h t t o a c c e s s an d m a i n t a i n a l l r e s p e c t i v e e a s e m e n t s w i t h o u t t h e n e c e s s i t y a t a n y t i m e o f p r o c u r i n g p e r m i s s i o n f r o m a n y o n e . WI T N E S S M Y H A N D t h i s _ _ _ _ _ d a y o f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , 2 0 2 4 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . LA N C E R E E V E S Ow n e r , R E A L V E N T U R E S , L L C BE I N G a l l t h a t c e r t a i n t r a c t o f l a n d s i t u a t e d i n t h e R . B e b e e S u r v e y , A b s t r a c t N u m b e r 2 9 , D e n t o n C o u n t y , T e x a s , s a i d t r a c t o f l a n d d e s c r i b e d b y d e e d t o Re a l V e n t u r e s L L C , a T e x a s L i m i t e d L i a b i l i t y C o m p a n y , r e c o r d e d i n d o c u m e n t n u m b e r 2 0 2 4 - 5 5 3 2 , R e a l P r o p e r t y R e c o r d s , D e n t o n C o u n t y , T e x a s , a n d be i n g m o r e p a r t i c u l a r l y d e s c r i b e d b y m e t e s a n d b o u n d s a s f o l l o w s : BE G I N N I N G a t a 1 / 2 i n c h i r o n r o d f o u n d f o r c o r n e r s t a m p e d “ M e t r o p l e x ” , s a i d c o r n e r b e i n g t h e S o u t h e a s t c o r n e r o f t h e h e r e i n d e s c r i b e d t r a c t , s a m e po i n t b e i n g t h e S o u t h w e s t c o r n e r o f l o t 2 R , B l o c k A o f L . L . & T . A d d i t i o n , a n a d d i t i o n t o D e n t o n C o u n t y , T e x a s , a c c o r d i n g t o t h e p l a t t h e r e o f r e c o r d e d un d e r D o c u m e n t N u m b e r 2 0 1 9 - 2 6 5 , P l a t R e c o r d s , D e n t o n C o u n t y , T e x a s , a n d b e i n g i n t h e n o r t h e r l y r i g h t - o f - w a y l i n e o f F . M . 4 5 5 ; TH E N C E S o u t h 6 5 d e g r e e s 5 4 m i n u t e s 0 1 s e c o n d s W e s t , w i t h t h e n o r t h e r l y r i g h t - o f - w a y l i n e o f F . M . 4 5 5 , a d i s t a n c e o f 1 1 8 . 2 2 f e e t t o a " X " M a r k f o u n d fo r c o r n e r b e i n g t h e S o u t h w e s t c o r n e r o f t h e h e r e i n d e s c r i b e d t r a c t a n d t h e S o u t h e a s t c o r n e r o f a t r a c t o f l a n d d e s c r i b e d b y d e e d t o J . Y o u n g L a n d a n d Ca t t l e , L t d . , r e c o r d e d u n d e r i n s t r u m e n t n u m b e r 2 0 1 3 - 1 4 1 0 , R e a l P r o p e r t y R e c o r d s , D e n t o n C o u n t y , T e x a s ; TH E N C E N o r t h 0 2 d e g r e e s 1 1 m i n u t e s 2 8 s e c o n d s E a s t , w i t h t h e e a s t l i n e o f s a i d J . Y o u n g t r a c t , a d i s t a n c e o f 1 2 5 9 . 0 1 f e e t t o a 3 / 8 i n c h i r o n r o d f o u n d fo r c o r n e r b e i n g i n t h e s o u t h l i n e o f a t r a c t o f l a n d d e s c r i b e d b y d e e d t o T r i p l e " T " F a r m s , L t d . , r e c o r d e d u n d e r i n s t r u m e n t n u m b e r 2 0 2 1 - 1 4 6 7 9 8 , R e a l Pr o p e r t y R e c o r d s , D e n t o n C o u n t y , T e x a s , s a m e p o i n t b e i n g t h e n o r t h e a s t c o r n e r o f s a i d J . Y o u n g T r a c t a n d t h e N o r t h w e s t c o r n e r o f t h e h e r e i n de s c r i b e d t r a c t ; TH E N C E S o u t h 8 5 d e g r e e s 2 4 m i n u t e s 3 1 s e c o n d s E a s t , w i t h t h e s o u t h l i n e o f s a i d T r i p l e " T " F a r m s t r a c t , a d i s t a n c e o f 1 0 5 . 9 3 f e e t t o a 1 / 2 i n c h i r o n r o d fo u n d f o r c o r n e r b e i n g t h e n o r t h w e s t c o r n e r o f L o t 1 R , B l o c k A o f s a i d L . L . & T . A d d i t i o n a n d t h e N o r t h e a s t c o r n e r o f t h e h e r e i n d e s c r i b e d t r a c t ; TH E N C E S o u t h 0 2 d e g r e e s 1 1 m i n u t e s 1 5 s e c o n d s W e s t , w i t h t h e w e s t l i n e o f s a i d L . L . & T . A d d i t i o n , a d i s t a n c e o f 1 2 0 1 . 8 5 f e e t t o t h e P O I N T O F BE G I N N I N G a n d c o n t a i n i n g 2 . 9 9 a c r e s o f l a n d , m o r e o r l e s s . GE N E R A L N O T E S : 1. A L L L O T S C O M P L Y W I T H T H E M I N I M U M S I Z E R E Q U I R E M E N T S O F T H E ZO N I N G D I S T R I C T . 2. T H I S P R O P E R T Y M A Y B E S U B J E C T T O C H A R G E S R E L A T E D T O I M P A C T FE E S A N D T H E A P P L I C A N T S H O U L D C O N T A C T T H E C I T Y R E G A R D I N G AN Y A P P L I C A B L E F E E S D U E . 3. A L L C O M M O N A R E A D , D R A I N A G E E A S E M E N T S , A N D D E T E N T I O N FA C I L I T I T E S W I L L B E O W N E D A N D M A I N T A I N N E D B Y T H E H O A / P O A . A N Y CO M M O N A R E A W I T H I N T H E C I T Y ' S R I G H T - O R - W A Y W I L L R E Q U I R E A FA C I L I T I E S A G R E E M E N T , T O B E R E V I E W E D A N D A P P R O V E D B Y T H E C I T Y . 4. N O T I C E - S E L L I N G A P O R T I O N O F T H I S A D D I T I O N B Y M E T E S A N D B O U N D S IS A V I O L A T I O N O F C I T Y O R D I N A N C E A N D S T A T E L A W , A N D I S S U B J E C T TO F I N E S A N D W I T H H O L D I N G O F U T I L I T I E S A N D B U I L D I N G P E R M I T S . 5. T H I S P L A T D O E S N O T R E M O V E E X I S T I N G D E D R E S T R I C T I O N , I F A N Y , O N TH I S P R O P E R T Y . 6. M I N I M U M F I N I S H E D F L O O R E L E V A T I O N S A R E T O B E A T L E A S T 2 F E E T AB O V E T H E 1 0 0 - Y E A R F L O O D P L A I N . 7. F L O O D S T A T E M E N T : I H A V E R E V I E W E D T H E F . E . M . A . F L O O D I N S U R A N C E RA T E M A P F O R T H E C I T Y O F D E N T O N , C O M M U N I T Y N U M B E R 4 8 0 7 7 4 EF F E C T I V E D A T E 0 4 - 1 8 - 2 0 1 1 A N D T H A T M A P I N D I C A T E S A S S C A L E D , TH A T A P O R T I O N O F T H I S P R O P E R T Y I S W I T H I N " NO N - S H A D E D Z O N E X " DE F I N E D A S " A R E A S D E T E R M I N E D T O B E O U T S I D E T H E 0 . 2 % A N N U A L CH A N C E F L O O D P L A I N " A S S H O W N O N P A N E L 3 7 0 G O F S A I D M A P . 8. T H E P U R P O S E O F T H I S P L A T I S T O C R E A T E 2 L O T S F R O M A 1 2 . 4 2 A C R E PA R C E L . 9. B E A R I N G S S H O W N H E R E O N A R E R E F E R E N C E D T O T H E T E X A S CO O R D I N A T E S Y S T E M O F 1 9 8 3 , N O R T H C E N T R A L Z O N E ( 4 2 0 2 ) , A N D A R E BA S E D O N T H E N O R T H A M E R I C A N D A T U M O F 1 9 8 3 , 2 0 1 1 A D J U S T M E N T . 10 . T H E E X I S T I N G C R E E K S O R D R A I N A G E C H A N N E L S T R A V E R S I N G A L O N G OR A C R O S S T H E A D D I T I O N W I L L R E M A I N A S O P E N C H A N N E L S A N D W I L L BE M A I N T A I N E D B Y T H E I N D I V I D U A L P R O P E R T Y O W N E R S . 11 . P R I V A T E I M P R O V E M E N T S M A Y N O T B E B U I L T U P O N O R E N C R O A C H ON T O E X I S T I N G P U B L I C O R P R I V A T E E A S E M E N T S . 12 . S A N I T A R Y S E W E R T O B E H A N D L E D B Y F A C I L I T I E S A P P R O V E D B Y T H E DE N T O N C O U N T Y H E A L T H D E P A R T M E N T . 13 . W A T E R S E R V I C E S P R O V I D E R : GR E E N S P R I N G S W S C PO B O X 1 2 9 SA N G E R , T X 7 6 2 6 6 (9 4 0 ) 4 5 8 - 0 1 1 6 14 . E L E C T R I C I T Y P R O V I D E R : CO S E R V E L E C T R I C 77 0 1 S . S T E M M O N S CO R I N T H T X 7 6 2 1 0 (9 4 0 ) 2 7 0 - 6 8 0 1 213 Item 11. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Sanger Industrial 2, being 93.159 acres of land described as A0029A R. BEEBE, TR 110, OLD DCAD SHT 3, TR 13, A0029A R. BEEBE, TR 111 TR 15, and A0029A R. BEEBE, TR 112, OLD DCAD SHT 3, TR 14, located in the City of Sanger, generally located east of Stemmons Freeway and approximately 938.8 feet south of Lois Road. SUMMARY:  The applicant is proposing to create 1 Industrial lot from 3 unplatted lots  The site will be associated with a future industrial development  The property is zoned industrial  The site currently has an existing house and out buildings that will be removed with development  The property will be served by City of Sanger Water, Sewer and Electric FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 214 Item 12. 1004050 1003918 1004048 1004057 1004022 10040201004049 1004054 1004011 1003905 132468 238300 1003910 1004085 1004082 10040421004058 60257 100408410040241004056 1004038 1004080 1004025 1004081 1004055 1004040 1004034238301 1004041 1004083 135294 133045 80266 60283 60266 60228 249226 82888 59829 1017143 1017145 60260 60264 60234 959227 959225 959228 1017144 97931284572 84571 84570 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 6/6/2024, 3:59:15 PM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 215 Item 12.                            9800 HILLWOOD PARKWAY SUITE 250 FORT WORTH, TX 76177 817.562.3350 PR E L I M I N A R Y P L A T - L O T 1 , B L O C K 1 A , S A N G E R I N D U S T R I A L P A R K VICINITY MAP COUNTY MAPSCO PROJECT LOCATION DENTON D-7P 216 Item 12. VICINITY MAP DENTON COUNTY                            9800 HILLWOOD PARKWAY SUITE 250 FORT WORTH, TX 76177 817.562.3350 VICINITY MAP COUNTY MAPSCO PROJECT LOCATION DENTON D-7P PR E L I M I N A R Y P L A T - L O T 1 , B L O C K 1 A , S A N G E R I N D U S T R I A L P A R K PARKING TABLE 356 SPACESTOTAL PARKING TABLE 219 SPACESTOTAL PARKING TABLE 195 SPACESTOTAL PARKING TABLE 181 SPACESTOTAL PARKING TABLE 951 SPACESTOTAL BUILDING TABLE 899,920 SFTOTAL “” “” “” “” “” “” 217 Item 12. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / Park Mun Seong /Apr-17,2024 218 Item 12. May 6, 2024 City of Sanger Development Services 201 Bolivar Street/PO Box 1729 Sanger, Texas 76266 RE: Letter of Intent Development Services: Property Owner: PNK T1 LLC Property Owner Address: 17 State Street, Suite 3930, New York, New York 10004 Applicant Contact Information: Alex Camunez, PE | alex.camunez@westwoodps.com | 972-235-3031 Applicant Address: 7557 Rambler Road, Suite 1400, Dallas, Texas 75231 Designated Point of Contact: Alex Camunez, PE Intent: Westwood Professional Services is submitting a Preliminary Plat and Final Plat on behalf of PNK T1, LLC (the property owner). It is proposed to plat an unplatted 93-acre parcel located at 2000 N. Stemmons Road into one single lot associated with an industrial development. Prior to this application, a site permit was applied for and is currently under review by staff (24SANCV-0001). I request that the plats be reviewed and considered by the appropriate approval body. Sincerely, Alex Camunez, P.E. 219 Item 12. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 05/20/24 1st REVIEW COMMENTS – Preliminary Plat – Sanger Industrial Park The request is for a Preliminary Plat of Sanger Industrial Park, being approximately 93.159 acres of Industrial, A0029A R. BEEBE, TR 111, 49.8919 ACRES, OLD DCAD SHT 3, TR 15, and A0029A R. BEEBE, TR 110, 40.2503 ACRES, OLD DCAD SHT 3, TR 13, prepared by Westwood Surveying, submitted on 05/15/24. 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. The name of the plat “Sanger Industrial Park” has already been used. You will need to rename the plat. 2. Location of Fire Hydrants 3. All items are missing that are under “New Features” on the application. 4. Missing all items under “Table showing the following information” on the application. Please refer to our application checklist to see all items that are required on a Preliminary Plat to better assist you. Informational Comments 1. The property is within the City of Sanger. 2. The Minor Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 10, 2024, and the City Council meeting on Monday, July1, 2024. 220 Item 12. April 15, 2023 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Sanger Industrial -Preliminary Plat Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat for Sanger Industrial. The submittal was prepared by Westwood Professional Services, Inc. and was received May 13, 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. Preliminary Plat 1. Establish the floodplain easement based on the drainage study. 2. The location of easements must be established, pins set and shown in the actual location. 3. Show the building setback lines per ordinance. 4. Water easements are missing based on the site plan. 5. Provide curve and line data for easements. Radii for access easements must be up to Denton County Fire Code standards. 6. Verify the distance described in the metes and bounds. See plan comment. 7. An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the city engineer per ordinance. 8. Drainage systems conveying water from offsite areas require drainage easement. Reconcile throughout. General Comments 1. Please provide responses for the Civil Plan and Drainage Study comments provided 4/15/24. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. 221 Item 12. Ms. Ramie Hammonds July 14, 2023 Page 2 of 2 Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 222 Item 12.                            9800 HILLWOOD PARKWAY SUITE 250 FORT WORTH, TX 76177 817.562.3350 PR E L I M I N A R Y P L A T - L O T 1 , B L O C K 1 A , S A N G E R I N D U S T R I A L P A R K VICINITY MAP COUNTY MAPSCO PROJECT LOCATION DENTON D-7P Drainage systems conveying water from offsite areas require drainage easement. TYP throughout. drainage easement by separate instrument required Location of easement must be established, Pins set and shown in the actual location Establish Floodplain easement Provide Floodplain easement based on the flood Study. Please refer to comments returned 4/15/24 An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the city engineer. Provide Drainage easement 223 Item 12. VICINITY MAP DENTON COUNTY                            9800 HILLWOOD PARKWAY SUITE 250 FORT WORTH, TX 76177 817.562.3350 VICINITY MAP COUNTY MAPSCO PROJECT LOCATION DENTON D-7P PR E L I M I N A R Y P L A T - L O T 1 , B L O C K 1 A , S A N G E R I N D U S T R I A L P A R K PARKING TABLE 356 SPACESTOTAL PARKING TABLE 219 SPACESTOTAL PARKING TABLE 195 SPACESTOTAL PARKING TABLE 181 SPACESTOTAL PARKING TABLE 951 SPACESTOTAL BUILDING TABLE 899,920 SFTOTAL “” “” “” “” “” “” Verify distance Show building setbacks (TYP) Per the Utility Plans. Water line easement show all of the proposed water line easements. Typ throughout Plat Provide curve and line data for easements. Radii for access easements must be up to Denton County Fire Code standards 224 Item 12. PLANNING & ZONING COMMISSION COMMUNICATION DATE: June 10, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Water and Wastewater Improvements Impact Fee Analysis revision and update. SUMMARY:  The City of Sanger contracted with KSA Engineers to perform a Water and Wastewater Impact fee analysis to update the fees from the 2022 Water and Wastewater Master Plans.  Once passed by Council these fees will be implemented with new building and development. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Water and Wastewater Improvements Impact Fee Analysis 225 Item 13. Technical Memo – Water and Wastewater Improvements Impact Fee Analysis – City of Sanger, Texas TECHNICAL MEMO – FINAL To: Jim Bolz Public Works Director City of Sanger (940) 458-2571 From: Shriram Manivannan, PE Project Manager KSA Engineers, Inc. (972) 542-2995 ext. 4132 Date: March 25, 2024 KSA Project Number: 102943 Subject: Revise and update impact fee analysis from the 2022 Water and Wastewater Master Plans INTRODUCTION AND SCOPE KSA Engineers was retained by the City of Sanger to update the impact fee calculation provided in the 2022 Water and Wastewater Master Plan to include impact fee calculation based on usage categories. The scope of work included: 1) Review, tabulate and sort water meter data and categorize meters based on usage category (such as Residential Water, Multi-Family Residential, Commercial Water, Multi-Unit Commercial, Residential Irrigation, Commercial Irrigation, No-Charge Municipality, and No Water-Sewer Only). 2) Calculate equivalent service units based on monthly usage for each category. 3) Estimate/project equivalent service unit ratios for future 5, 10, and 20 year development. 4) Calculate and update impact fee analysis based on estimates equivalent service unit ratios for each category. 226 Item 13. Technical Memo – Water and Wastewater Improvements Impact Fee Analysis – City of Sanger, Texas ANALYSIS METHODOLOGY – EQUIVALENT SERVICE UNITS Equivalent Service Units are used to equate the amount of water used by larger commercial connections to the amount of water used by residential connections. Chapter 395 of the Local Government Code requires that impact fees be based on a defined service unit. A "service unit" is a standard measure of consumption (water use), or discharge (sewer generation). This memo defines a service unit to be a residential water meter, or RES connection. This is a typical water meter used in a single family detached dwelling. Equivalent Service Units are the total number of connections associated with an entity that has a larger consumption/discharge than a standard residential connection. In this memo these connections are classified as Multi-Family Residential, Commercial, Multi-Unit Commercial, Residential Irrigation, Commercial Irrigation, No Charge Municipality, and No Water-Sewer Only connections. Each of these classifications is assigned a multiplier based on consumption. For example, a Commercial entity has a multiplier of 2.5, meaning a commercial entity that falls into this classification would be accountable for 2.5 times the impact fee associated with a single residential connection. KSA utilized the 2023 billing history provided by the City and averaged the monthly consumption of each user classification. The meters were sorted by the rate table and associated category. To calculate the equivalent service unit (ESU) ratio, the average usage was divided by the residential average usage. This ratio was then used to calculate the total number of future connections. The analysis is summarized in Tables 1 and 2 below. The estimated number of future meters for each category is based on the current percentage of meters of each category in the 2023 billing report provided by the City. Table 1: Calculated Equivalent Service Unit Factor per 2023 water meter data Customer Class Rate Table # of Current Meters % of Total Meters Avg Monthly Usage per Class (GAL) Avg Monthly Usage per Class (GPM) Calc ESU Factor Res 010-01 3260 91% 5,749 0.13 1.0 Multi-Res 010-02 27 1% 73,508 1.70 12.8 Com 010-03 211 6% 14,229 0.33 2.5 Multi-Com 010-04 17 0% 16,766 0.39 2.9 Res Irrig 010-A01 13 0% 6,674 0.15 1.2 Com Irrig 010-A02 29 1% 21,039 0.49 3.7 No Charge W 010-NC 23 1% 73,655 1.70 12.8 No W Only S 010-SWO 2 0% 66,449 1.54 11.6 Total Current Meters 3582 100% 227 Item 13. Technical Memo – Water and Wastewater Improvements Impact Fee Analysis – City of Sanger, Texas Table 2: Total Future Equivalent Service Units – 5, 10 & 20 year ESUs Meter Type 5 Year – 2025 Additional Meters 10 Year – 2030 Additional Meters 20 Years – 2040 Additional Meters Total Meters Added Through 5, 10 & 20 Year Plans Calc ESU Factor Estimated ESUs for 5, 10 & 20 Year Plans Res 528 615 1564 2708 1.0 2708 Multi-Res 4 5 13 22 12.8 287 Com 34 40 101 175 2.5 434 Multi-Com 3 3 8 14 2.9 41 Res Irrig 2 2 6 11 1.2 13 Com Irrig 5 5 14 24 3.7 88 No Charge W 4 4 11 19 12.8 245 No W, Only S 0 0 1 2 11.6 19 Total Additional Meters 580 676 1719 Total Additional Equivalent Service Units 3815 GENERAL – IMPACT FEE ANALYSIS Chapter 395 of the Local Government Code is an act that provides guidelines for financing capital improvements that are required to support new development in municipalities, counties, and certain other local governments. The basis for determination for an impact fee requires the preparation of a land use plan and growth assumption. The 2022 Master Plan report uses the NCTCOG population estimate and growth rate to make growth assumptions, and uses the City provided Growth Area Map from the comprehensive plan as a land use guideline. The Local Government Code allows the maximum impact fee to be charged if revenues from future ad valorem taxes, and water and sewer bills are included as credit in the analysis. If these future revenues are not accounted for in the analysis the maximum impact fee that can be assessed is 50% of the calculated maximum fee. For the purposes of this memo, future revenues and ad valorem taxes are not accounted for. The following items were accounted for in the impact fee calculation: • Estimated costs of water system improvements • Estimated costs of collection system improvements • Estimated costs of water supply improvements • Estimated costs of sewer treatment improvements • NCTCOG population projections • Equivalent Service Unit Analysis 228 Item 13. Technical Memo – Water and Wastewater Improvements Impact Fee Analysis – City of Sanger, Texas Estimated cost of water improvements: Water Improvements Cost 2025 Water System Improvements1 $2,528,036.00 2030 Water System Improvements1 $3,953,250.00 2040 Water System Improvements1 $4,496,000.00 Total Water System Improvements Cost $10,977,286.00 Note 1: Estimated costs of improvements are from the 2022 Water Master Plan. Estimated cost of sewer improvements: Sewer Improvements Cost 2025 Sewer System Improvements1 $2,191,400.00 2030 Sewer System Improvements1 $3,937,375.00 2040 Sewer System Improvements1 $3,379,275.00 Construction Cost of Wastewater Treatment Plant Improvements2 $2,000,000.00 Total Sewer System Improvements Cost $11,508,050.00 Note 1: Estimated costs of improvements are from the 2022 Wastewater Master Plan. Note 2: Future construction cost of wastewater treatment plant and blower improvements. ANALYSIS METHODOLOGY - IMPACT FEE ANALYSIS The impact fee was calculated by estimating the cost of each improvement required to provide water and sewer service to the extents of the Future Land Use Map. The total costs of these improvements were divided by the number of future connections to be served (considering the Equivalent Service Unit connections for larger users). This provides a per connection cost for the improvements. The Impact Fee Analysis is briefly described as follows: Water Impact Fee = Total Cost of Water Improvements Total Connections Added (Equivalent Service Unit) = $2,877.40 Sewer Impact Fee = Total Cost of Sewer Improvements Total Connections Added (Equivalent Service Unit) = $3016.53 Total Impact Fee = Water Impact Fee + Sewer Impact Fee = $5,893.93 50% of the Total Impact Fee = $2,946.96 229 Item 13. Technical Memo – Water and Wastewater Improvements Impact Fee Analysis – City of Sanger, Texas This fee accounts for Equivalent Service Units (ESU), and a larger user would pay the impact fee multiplied by their equivalent service factor i.e. a Commercial entity would pay the Commercial equivalent service multiplier (2.5) multiplied by the impact fee. 230 Item 13.