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08/14/2023-PZ-Agenda Packet-RegularPLANNING & ZONING COMMISSION MEETING AGENDA AUGUST 14, 2023, 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 April 10, 2023, meeting. PUBLIC HEARING ITEMS 2. Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 20.504 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. 3. Conduct a Public Hearing on a request for a Specific Use Permit (SUP) for a Food Truck use, at 904 S 5th Street, parking lot, located on approximately 0.291 acres of land described as A1241A TIERWESTER, TR, and generally located on the north side of 5th Street approximately 183 feet east of the intersection of 5th Street and Freese Drive. 4. Conduct a public hearing on a request for the Replat of Lot 1R, Block A of the Powell Addition, being 1.05 acres located within the City of Sanger, generally located along 1 the north side of Duck Creek Road approximately 511 feet west of the intersection of Duck Creek Road and South Stemmons Frwy. 5. Conduct a public hearing on a rezoning from Planned Development-Townhome (PD-TH) to Planned Development-SF-1 (PD-SF-1) of approximately 14.908 acres of land, described as A0029A R BEEBE, 72B(2A), within the City of Sanger, and generally located on west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. ACTION ITEMS 6. Consideration and possible action on the Final Plat of the Bentley Addition, being 1.064 acres of land described as A0658A JANUARY TR 33A, 34A, and 35A(PT) located in the City of Sanger’s ETJ, and generally located on the east side of FM 2450 approximately 162 feet north of the intersection of FM 2450 and FM 455. 7. Consideration and possible action on a rezoning from Agricultural (A) to Planned Development (PD) of approximately 20.504 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. 8. Consideration and possible action on a request for a Specific Use Permit (SUP) for a Food Truck use, at 904 S 5th Street, parking lot, located on approximately 0.291 acres of land described as A1241A TIERWESTER, TR, and generally located on the north side of 5th Street approximately 183 feet east of the intersection of 5th Street and Freese Drive. 9. Consideration and possible action on a request for the Replat of Lot 1R, Block A of the Powell Addition, being 1.05 acres located within the City of Sanger, generally located along the north side of Duck Creek Road approximately 511 feet west of the intersection of Duck Creek Road and South Stemmons Frwy. 10. Consideration and possible action on a rezoning from Planned Development-Townhome (PD-TH) to Planned Development-SF-1 (PD-SF-1) of approximately 14.908 acres of land, described as A0029A R BEEBE, 72B(2A), within the City of Sanger, and generally located on west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. 11. Consideration and possible action on the Minor Plat of Sims Street Addition, Block A, Lot 1 being 0.129 acres, located in the City of Sanger, and generally located on the east side of Sims Street approximately 97 feet north of the intersection of Sims St and Kirkland St. 12. Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Vape Shop. 2 13. Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Tattoo Shop. 14. Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Tattoo Shop. 15. Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Vape Shop. 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 is readily accessible to the general public at all times and posted on the City of Sanger website on August 11, 2023 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: August 14, 2023 FROM: Stefani Dodson, Secretary AGENDA ITEM: Consideration and possible action of the minutes from April 10, 2023, 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 April 10, 2023 4 Item 1. Planning and Zoning Minutes 04-14-23 Page 1 of 3 PLANNING & ZONING COMMISSION MEETING MINUTES APRIL 10, 2023, 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 Phillip Surles called the Planning and Zoning meeting to order at 7:00 P.M. BOARD MEMBERS PRESENT Commissioner, Place 2 Sally Amendola Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Allen McAlister Commissioner, Place 5 Matt Fuller Commissioner, Place 7 Phillip Surles BOARD MEMBERS ABSENT Commissioner, Place 1 Shane Stone Commissioner, Place 6 Jason Miller STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds, and Secretary Stefani Dodson CITIZENS COMMENTS No citizens came forward. CONSENT AGENDA 1. Consideration and possible action of the minutes from March 13, 2023, meeting. Commissioner McAlister makes a motion to approve the consent agenda. Commissioner Fuller seconded the motion. 5 Item 1. Planning and Zoning Minutes 04-14-23 Page 2 of 3 Voting Yea: Commissioner Amendola, Commissioner Turner, Commissioner McAlister, Commissioner Surles. The motion passes unanimously. PUBLIC HEARING ITEMS 2. Conduct a public hearing on a zoning amendment to Ordinance No. 10-28-22 for Planned Development Sanger Preserve for approximately 12.01 acres of land, described as A1241A TIERWESTER, TR 264 AND TR 265 generally located on the southeast corner of 5th Street and Cowling Road. Commissioner Surles opens the public hearing at 7:02 P.M. Director Hammonds explains this project has been here earlier but they have made a few changes to the PD. Brian with Arrive Architect explains to the board about the project and shows the board the new look of the apartments. Commissioner Surles closed the public hearing at 7:11 P.M. ACTION ITEMS 3. Consideration and possible action on a zoning amendment to Ordinance No. 10- 28-22 for Planned Development Sanger Preserve for approximately 12.01 acres of land, described as A1241A TIERWESTER, TR 264 AND TR 265 generally located on the southeast corner of 5th Street and Cowling Road. Commissioner Surles makes a motion to approve. Commissioner Fuller seconded the motion. Voting Yea: Commissioner Amendola, Commissioner Turner, Commissioner McAlister, Commissioner McAlister. The motion passes unanimously. 4. Consideration and possible action on the Preliminary Plat of Belz Road Retail Addition being 129.25 acres, described as A1241A TIERWESTER. TR 56, TR 57, and TR 40 are generally located along Chapman Drive and I-35 approximately 234 feet west of the intersection of I-35 and Chapman Drive. Commissioner Surles makes a motion to approve with the condition all comments are met by City Council. Commissioner McAlister seconded the motion. Voting Yea: Commissioner Amendola, Commissioner Turner, Commissioner McAlister, Commissioner Fuller. The motion passes unanimously. 6 Item 1. Planning and Zoning Minutes 04-14-23 Page 3 of 3 5. Consideration and possible action on the Final Plat of Palomino Bay Addition, being 54.34 acres, located in the City of Sanger’s ETJ, and generally located on the west side of Jones Road approximately 782 feet north of the intersection of FM 1190 and Jones Road. Commissioner Fuller makes a motion to approve with the condition all comments are met by City Council. Commissioner Turner seconded the motion. Voting Yea: Commissioner Amendola, Commissioner McAlister, Commissioner McAlister, Commissioner Surles. The motion passes unanimously. FUTURE AGENDA ITEMS No items were discussed. INFORMATIONAL ITEMS No items were discussed. ADJOURN There being no further items Commissioner Surles adjourns the meeting at 7:30 P.M. 7 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 20.504 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. SUMMARY:  The applicant has acquired additional acreage adjacent to PD 04-11-22  The applicant is proposing to rezone the additional acreage of approximately 20.504 acres from Agricultural (A) to Planned Development (PD).  The new acreage will follow the same PD regulations as PD 04-11-22.  The added acreage will add 54 Manor Lots (50’ x 120’) and 88 Garden Lots (40’ x 120’). No new estates will be added.  Total Open Space increased from 83.783 acres to 86.25 acres.  The trail system increased from 2.56 miles to 3.07 miles.  Staff mailed out 3 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received no response. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 8 Item 2. AA B -2B-2 S F -7SF-7 P DPD AA P DPD P DPD AA AA H E R O N D R E CHAPMAN DR N H I G H L A N D D R INDIANLN /Location: Lane Ranch PD Zoning ChangeProject: 23SANZO N-0027 DISCLA IMER:This map was g en e ra te d by GI S da ta p ro vid edby the S anger GIS De pa rtme nt . Th e City o f Sanger does not gu a ra n te e the c orrec tne ss oraccuracy of any fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit able fo r site -s pe cific d e cision ma king .GIS dat a is subje ct to co nst an t cha n ge s, an dmay not be comple te , a ccu rat e o r cu rren t. AA B -2B-2 S F -7SF-7 P DPD AA P DPD P DPD AA P DPD H E R O N D R E CHAPMAN DR N H I G H L A N D D R INDIANLN Cur re nt Zoning Prop osed Zon in g 0 5 0 0 1 ,0 0 0250 F e e t Cit y Lim its Exh ibits 9 Item 2. ZONING BOARD OF ADJUSTMENT COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Conduct a Public Hearing on a request for a Specific Use Permit (SUP) for a Food Truck use, at 904 S 5th Street, parking lot, located on approximately 0.291 acres of land described as A1241A TIERWESTER, TR, and generally located on the north side of 5th Street approximately 183 feet east of the intersection of 5th Street and Freese Drive. SUMMARY:  The applicant is proposing a Food Truck at 904 S 5th Street.  The applicant has a business Oscar’s Street Tacos that he would like to operate at this site.  The property is zoned “PD-B1” Planned Development B-1 which allows Quick Service Food and Beverage with a SUP.  The truck would have to remain at the site full-time and not be mobile.  All necessary health permits would be required prior to opening.  The space would be leased from July 2023 to July 2024.  Staff mailed 22 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received no responses. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 10 Item 3. 58 0 44 58 0 5258061 58 0 37 58 0 54 77 9 29 18 5 08 4 18 5 08 5 18 5 08 6 77 5 83 77 9 28 56 9 62 56 7 50 S 5 T H S T 107SOUTHLAND DR 109SOUTHLAND DR 1008 TRE Y'S CT 904 S 5T H ST 111ASOUTHLAND DR /Project Name: 904 S. 5th St.Oscars Tacos - SUPProject: 23SANZO N-0034 0 50 10025 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 7/23 /2 02 3 2 :4 8:4 3 P MDoc Name : 2 3 SA NZON-0 03 4 _S UP O sca rs Ta cos 9 04 S 5t h StCity L imi ts Exhi bi ts SubjectArea 11 Item 3. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for the Replat of Lot 1R, Block A of the Powell Addition, being 1.05 acres located within the City of Sanger, generally located along the north side of Duck Creek Road approximately 511 feet west of the intersection of Duck Creek Road and South Stemmons Frwy. SUMMARY:  The applicant is proposing to create 1 commercial lot of 1.05 acres, from 1 previously platted tract.  The site is zoned Business District 2.  The existing building is currently over the build line.  The owner states the building will be utilized as a church.  There was right-of-way dedication of 0.01 acres.  The replat will establish all easements required to make the site developable.  Staff mailed out 12 notices and at the time of this report has not received any responses.  The property is located in the City of Sanger. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 12 Item 4. 56 6 87 56 8 72 56 9 12 78 0 66 95 7 94 4 84 5 40 56 6 74 116 9 59 56 8 37 116 9 58 57 4 06 57 3 98 57 3 92 57 4 05 1113 5 3 117 0 0556869168303 S KEATON RD DUCK CREEK RD 600 DUCKCREEK RD 1604 DUCKCREEK RD 1606 DUCKCREEK RD 1701 DUCKCREEK RD 802 KEATO NRD S 1609 DUCKCREEK RD 701 KEATO NRD S 800 KEATO NRD S 1608 DUCKCREEK RD /Project Name: 1609 Duck Creek Rd.Tuff Powder Coating ReplatProject: 23SANZO N-0031 0 100 20050 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 7/23 /2 02 3 2 :3 1:4 0 P MDoc Name : 2 3 SA NZON-0 03 1 _1 60 9 Du ck Cre ek Rep latCity L imi ts Exhi bi ts SubjectArea 13 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a rezoning from Planned Development-Townhome (PD-TH) to Planned Development-SF-1 (PD-SF-1) of approximately 14.908 acres of land, described as A0029A R BEEBE, 72B(2A), within the City of Sanger, and generally located on west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. SUMMARY:  The applicant is proposing to rezone the subject property of approximately 14.908 acres from PD-TH to PD_SF-1.  They will create 64 single-family lots on the site.  This zoning would conform to the future land use map.  The property adjoins a single-family property and a townhome property.  The development would meet the R-1 zoning requirements with the following changes o Minimum lot square footage would 6000 square feet. o Minimum lot depth would be 120 feet. o Minimum dwelling size would be 1850 with a 15% max of lots below 2000. o Minimum front yard setback 25 feet with features such as overhangs, stoops, bay windows, front porches allowed to extend a maximum of 5 feet into the front yard setback. o Minimum side yard setback 5 feet and 10 feet adjacent a street. o Minimum rear yard setback 20 feet with feature such as porches, courtyards, masonry chimneys, and bay windows allowed to extend a maximum 5 feet into setback o Maximum lot coverage 65% o Enclosed parking area of at least 400 square feet (this does not count toward minimum house size) and face of garage door must be located at least 20 feet from street right-of-way. The garage door does not have to be behind the street-facing façade of the house. o Lot widths shall be measured at the rear of the required front yard setback. o 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. o Single-family lots shall have an irrigation system in the front yard and street corner side yard. o Each home will have a minimum of 2 shade trees. o Each home will have a minimum of 12 three gallon shrubs.  Staff mailed out 34 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received one response in favor and one response opposed. Responses are attached. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A 14 Item 5. RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 15 Item 5. S F -1 0SF-1 0 AA S F -1SF-1 P D -T HPD-T HSF-1 0SF-1 0 AA A V I O N D R M A R IO N R D H U L IN G R D E L I T E R D P A D R O N L N E N C L A V E D R Z I N O L N /Location: Sanger Circle Phase 7 PD Zoning ChangeProject: 23SANZO N-0028 DISCLA IMER:This map was g en e ra te d by GI S da ta p ro vid edby the S anger GIS De pa rtme nt . Th e City o f Sanger does not gu a ra n te e the c orrec tne ss oraccuracy of any fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit able fo r site -s pe cific d e cision ma king .GIS dat a is subje ct to co nst an t cha n ge s, an dmay not be comple te , a ccu rat e o r cu rren t. S F -1 0SF-1 0 AA S F -1SF-1 P D -S F 1PD-S F 1 AA S F -1 0SF-1 0 P D -T HPD-T H M A R IO N R D A V I O N DR H U L IN G R D E L I T E R D P A D R O N L N E N C L A V E D R Z I N O L N Cur re nt Zoning Prop osed Zon in g 0 2 5 0 5 0 0125 F e e t Cit y Lim its Exh ibits 16 Item 5. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of the Bentley Addition, being 1.064 acres of land described as A0658A JANUARY TR 33A, 34A, and 35A(PT) located in the City of Sanger’s ETJ, and generally located on the east side of FM 2450 approximately 162 feet north of the intersection of FM 2450 and FM 455. SUMMARY:  The applicant is proposing to create 1 lot from an unplatted tract.  This site is located on the east side of FM 2450 approximately 162 feet east of the intersection of FM 2450 and FM 455.  The lot would have access from FM 2450.  The lot is being developed as a single-tenant commercial building.  The lot will be serviced by Bolivar Water Supply Corporation and have on-site sanitary sewer facilities.  The property is located in the City of Sanger’s ETJ. 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 Denton County Comments 17 Item 6. 18 16 13 16 30 98 57 96 2 57 95 4 59 13 8 57 95 0 59 12 6 59 14 4 57 96 4 58 81 8 74 26 06 74 51 53 58 80 0 74 12 03 18 89 25 16 44 80 74 41 84 25 03 74 25 03 72 74 12 01 12 28 31 57 96 0 57 96 7 72 45 02 57 95 3 74 26 07 74 52 22 57 97 6 117 86 3 74 12 02 58 79 6 16 31 02 59 12 0 59 10 6 59 110 75 79 82 76 62 44 FM 455 W F M 2450 10788 FM 2450 10800 FM 2450 10809 FM 2450 10779 FM 2450 10843 FM 2450 10757 FM 2450 10706FM 2450 10760 FM 2450 10721 FM 2450 7145 FM 455 W 10621 FM 2450 7229 FM 455 W /Project Name: Vaquero DG FM2450Partners - Final PlatProject: 23SANZO N-0032 0 100 20050 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 7/23 /2 02 3 2 :3 7:11 P MDoc Name : 2 3 SA NZON-0 03 2 _FM2 45 0 Fin al P latCity L imi ts Exhi bi ts SubjectArea 18 Item 6. F.M. HIGHWAY 455 VOL. 332, PG. 1 (SHOWN AS F.M. HIGHWAY 425) TXDOT R.O.W. MAP DAL081602AB CORRECTS TO F.M. HIGHWAY 455 D.R.D.C.T. 50' R.O.W. JAM E S B . P . J A N U A R Y S U R V E Y ABS T R A C T N O . 6 5 8 NEW FARMS, LLC, A TEXAS LIMITED LIABILITY COMPANY INST.# 2022-54137 O.P.R.D.C.T. B. R. BENTLEY, JR. AND WIFE MICHELLE ANN BENTLEY VOL. 5177, PG. 911 D.R.D.C.T. 5/8" REBAR "TXDOT" 5/8" REBAR "TXDOT" 5/8" REBAR "TXDOT" 1/2" REBAR "RPLS 4561" BEARS S10°W 0.3' FROM CORNER 1/2" REBAR 5/8" REBAR "TXDOT" 1/2" REBAR "ALLIANCE" 1/2" REBAR "ALLIANCE" N:7179729.08' E:2351570.57' CRS CRS CRS 1/2" REBAR ILLEGIBLE CAP N:7179568.79' E:2351864.60' 1.064 ACRES ±46,357 S.F. RANDY LEROY BENTLEY INST.# 2002-119912 O.P.R.D.C.T. MARGARET LEROY BENTLEY INST.# 2002-119911 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-91112 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-91113 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-104976 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-104976 O.P.R.D.C.T. F. M . H I G H W A Y 2 4 5 0 TX D O T R . O . W . M A P D A L 2 3 5 3 0 2 A C NO D E D I C A T I O N F O U N D CA L L E D V A R I A B L E W I D T H R . O . W . LEANNE JONES AKERS INST.# 2017-112513 O.P.R.D.C.T. SUSAN P. STEWART INST.# 1996-84090 O.P.R.D.C.T. CITY OF SANGER, TX CITY OF SANGER, TX (ETJ) CI T Y O F S A N G E R , T X CI T Y O F S A N G E R , T X ( E T J ) S0 1 ° 2 8 ' 0 1 " W 1 5 7 . 0 2 ' N89°52'22"W 119.00'S89°59'25"W 116.85' N08°03'59"E 10.26' N89°11'20"W 60.64' N0 0 ° 2 4 ' 0 8 " E 1 4 9 . 0 5 ' S89°21'28"E 298.04' S0 1 ° 2 8 ' 0 1 " W 3 6 . 5 7 ' S0 0 ° 2 4 ' 0 8 " W 6 9 . 1 9 ' LOT 1 50.0' CITY OF SANGER, TX (ETJ) CITY OF SANGER, TX CITY OF SANGER, TX (ETJ) 40'20' Scale: 1" = 20' 0 SITE VICINITY MAP NOT TO SCALE NO BUILDINGS OBSERVED MONUMENTS / DATUMS / BEARING BASIS Monuments are found if not marked MNS or CRS. 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Site benchmark (see vicinity map for general location) "+" cut in concrete Vertex or common point (not a monument) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 (Geoid 18) Bearings are based on the TxCS,'83,NCZ Distances & areas shown are represented in surface values TxDOT Right of Way tapered concrete monument. TxDOT Right of Way bronze cap in concrete. TxDOT Right of Way aluminum cap. CRS MNS TBM "+" TYPE I TYPE II TYPE III J P aHL dN S u r v e y ing, In c JPH Job/Drawing No. (see below) 2023.022.001 FM 2450 Sanger, Denton Co., Tx - Plat.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www.jphlandsurveying.com TBPELS Firm #10019500 DFW | Central Texas | West Texas | Houston TBM P.O.B. STATE OF TEXAS § COUNTY OF TARRANT § 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. _____________________________ Jewel Chadd Registered Professional Land Surveyor No. 5754 jewel@jphls.com Date: TBD LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Denton County, Texas Official Public Records of Denton County, Texas Deed Records of Denton County, Texas Volume/Page/Instrument Number Easement/Building Line Point of Beginning/Point of Commencing Also Known As Square Feet/Right of Way US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.D.C.T. O.P.R.D.C.T. D.R.D.C.T. VOL/PG/INST# ESMT/BL POB/POC A.K.A. S.F./R.O.W. GENERAL PLAT NOTES: 1.All lots comply with the minimum size requirements of the zoning district. 2.This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3.All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA or property owner. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. 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. 48121C0205G, dated 2011/04/18, of the National Flood Insurance Rate Maps for Denton County, Texas. 8.The purpose of this plat is to plat a previously un-platted tract of land. 9.Bearings are based on the Grid North, State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD ‘83). 10.This survey was performed with the benefit of a title commitment provided by Fidelity National Title Insurance Company, GF# FT-44122-9001222202680-TW, Commitment # 9001222202680, effective August 29, 2022, and issued September 8, 2022. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. 11.Subject property's record description's error of closure, 1.68'. OWNER: B. R. Bentley, Jr. and wife, Michelle Ann Bentley 1717 Laurelwood Dr Denton, Texas 76209 SURVEYOR: JPH Land Surveying, Inc. 785 Lonesome Dove Trail Hurst, Texas 76054 Phone: (817) 431-4971 ENGINEER: To be determined. STATE OF TEXAS § COUNTY OF DENTON § I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: WHEREAS, B. R. Bentley, Jr. and wife, Michelle Ann Bentley are the owners of that certain tract situated in the James B. P. January Survey, Abstract No. 658, City of Sanger ETJ, Denton County, Texas, said tract being the same tract described in the deed to B. R. Bentley, JR., and wife Michelle Ann Bentley, recorded in Volume 5177, Page 911, Deed Records, Denton County, Texas (D.R.D.C.T.); the subject tract is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983, North Central Zone): BEGINNING at a 1/2 inch capped rebar stamped "Alliance" found on the monumented east line of FM Highway 2450 (no dedicating document found) at the northwest corner of said Bentley tract; THENCE with the perimeter and to the corners of the Bentley tract, the following calls: 1.SOUTH 89°21'28" EAST, a distance of 298.04 feet to a found 1/2 inch capped rebar stamped "Alliance”; 2.SOUTH 01°28'01" WEST, a distance of 157.02 feet to a found 1/2 inch capped rebar stamped with an illegible cap, from which a found 5/8 inch capped rebar stamped “Texas Department of Transportation” bears SOUTH 01°28'01" WEST a distance of 36.57 feet; 3.NORTH 89°52'22" WEST, a distance of 119.00 feet to a found 1/2 inch capped rebar; 4.SOUTH 89°59'25" WEST, a distance of 116.85 feet to a set 1/2 inch capped rebar stamped "JPH Land Surveying”; 5.NORTH 08°03'59" EAST, a distance of 10.26 feet to a set 1/2 inch capped rebar stamped "JPH Land Surveying"; 6.NORTH 89°11'20" WEST, a distance of 60.64 feet (deed call 60.00 feet) to a set 1/2 inch capped rebar stamped "JPH Land Surveying", from which a found 5/8 inch capped rebar stamped “Texas Department of Transportation” monumenting the said east line of FM 2450 bears SOUTH 00°24'08" WEST a distance of 69.19 feet; 7.NORTH 00°24'08" EAST, a distance of 149.05 feet (deed call 149.95 feet) returning to the POINT OF BEGINNING and enclosing 1.064 acres (± 46,357 square feet). FINAL PLAT BENTLEY ADDITION LOT 1 BEING A 1.064-ACRE FINAL PLAT SITUATED IN THE JAMES B. P. JANUARY SURVEY, ABSTRACT NO. 658, CITY OF SANGER ETJ, DENTON COUNTY, TEXAS TOTAL LOTS - 1 HOA/OPEN SPACE LOTS - 0 RIGHT-OF-WAY ACREAGE - 0.0 ACRES PREPARED IN MAY 2023 Water Bolivar Water Supply Corp 4151 FM 455 West Sanger, TX 76266 940-458-3931 Electric CoServ Electric P.O. Box 734803 Dallas, TX 75373-4803 833-890-6264 Sanger Electric P.O. Box 1729 Sanger, TX 76266 940-458-7930 Gas Atmos Energy Corp P.O.Box 740353 Cincinnati, OH 45274-0353 1800-460-3030 Communication Brightspeed 833-692-7773 UTILITY PROVIDERS NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT B. R. Bentley, Jr. and wife, Michelle Ann Bentley do hereby adopt this plat designating the hereinabove described property as Lot 1, Bentley Addition, an addition in the City of Sanger ETJ, 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_____. _______________________________________ B. R. Bentley, Jr. Owner STATE OF ____________ § COUNTY OF __________ § Before me, B. R. Bentley, Jr., 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 office this ______, day of__________________, 20_____. ____________________________________ ___________________________________ Notary Public in and for the State of _______ Notary's Name My Commission Expires ____________________________________. WITNESS MY HAND this ______, day of____________________________, 20_____. _______________________________________ Michelle Ann Bentley Owner STATE OF ____________ § COUNTY OF __________ § Before me, Michelle Ann Bentley, on this day personally appeared, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that she executed the same for the purposes and 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 _______ Notary's Name My Commission Expires ____________________________________. 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 _______________________________________ _______________________ Chairman, Planning and Zoning Commission Date City of Sanger, Texas _______________________________________ _______________________ Mayor Date City of Sanger, Texas _______________________________________ _______________________ City Secretary Date City of Sanger, Texas 19 Item 6. BR Bentley, Jr. & Michelle BentleyKAgnor@vaqueroventures.com 20 Item 6. Vaquero DG FM 2450 Partners, LP 2627 Tillar Street, Suite 111 Fort Worth, TX 76107 (254)715-5100 cpipkin@vaqueroventures.com City of Sanger Permits/Planning & Zoning 502 Elm Street P.O. Box 1729 Sanger, TX 76266 RE: Final Plat – Leter of Intent To Whom It May Concern, Vaquero DG FM 2450 Partners, LP is making this final plat submital to create a plated lot for closing and development purposes. We plan to develop the 1.064-acre lot, which is located near the corner of FM 2450 and FM 455, as a single tenant commercial building. The contact for this project going forward will be Caitlin Pipkin, her contact informa�on is in the above header. We request that the final plat be received and considered by the city staff, Planning & Zoning Commission, and the City Council. Thank you, Vaquero DG FM 2450 Partners, LP Caitlin Pipkin 21 Item 6. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 08/02/2023 1st REVIEW COMMENTS – Final Plat (Bentley Addition) The request is for a Final Plat of Bentley Addition containing 1 lot, being approximately 1.064 acres in the JAMES B. P. JANUARY SURVEY, ABSTRACT NO 658, prepared by JPH Land Surveying, Inc. submitted on 07/19/2023. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Show the centerline of existing streets and dimensions from the centerline to the edges of existing and proposed right-of-way on both sides of the centerline. 2. Provide a signed notarized copy of private restrictions (if any), that are filed for record in the office of the County Clerk. 3. Provide will-serve letters from all utilities providing service to the development. 4. Add all Denton County Standard notes. Informational Comments 1. The property is within the City of Sanger’s ETJ. 2. The Final Plat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, August 14, 2023, and the City Council meeting on Tuesday, September 5, 2023. 22 Item 6. August 7, 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: Bentley Addition Drainage Study/Downstream Assessment -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the drainage study in support of the engineering plans for the Bentley Addition located near the intersection of FM 2450 and FM 455 W. The subject tract is located within the City of Sanger’s ETJ. The submittal was prepared by Triangle Engineering LLC and dated June 21, 2023. Rules and Regulation citations have been provided in this letter. Our preliminary comments are as follows: 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 construction plans comments provided separately. Please note, an accepted drainage study is required prior to plans acceptance. Hydrology and Hydraulics 1. Please note a Downstream Assessment will be needed to verify no negative impacts for the Hydrology. 2. Please note an Environmental Assessment will be needed on the existing channel to determine existing impact on wetlands. 3. Existing and proposed ditches and channels will need to be analyzed using a computation model. HEC-RAS is recommended. For specific requirements, refer to Denton County Subdivision Rules and Regulations –> Section VIII Engineering Plans –> IV. Drainage Design. 4. Channel improvement shall conform to Denton County Subdivision Rules and Regulations, or City of Sanger Code of Ordinances 10.106(d)(9), whichever is more restrictive. Please review, revise, and provide channel design information. 5. The Drainage Area Maps (between Sheet C-4.0 and C-5.0) were for FM Hwy 2450 hydraulic calculation’s purpose. Please include extra offsite drainage area per mark-ups on Sheet C-5.0. 6. The hydrologic parameters shall be consistent with Denton County Subdivision Rules and Regulations IV.1.2 Rational Method. Please review and revise. 23 Item 6. Ramie Hammonds City of Sanger July 10, 2023 Page 2 7. Please include calculations for the existing time of Concentration (Tc). If proposed Tc uses the minimum Tc, no calculations are needed, but please specify. 8. Please note 10-year storm calculations shall be included for closed storm sewer systems per City of Sanger Code of Ordinances 10.106(d)(3). Please add it to your calculations/analysis. The Engineer shall revise the hydrologic study and/or plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3921. Sincerely, HALFF TBPELS Firm No. 312 Yangbin Tong, CFM Parker C Moore, PE, CFM Project Manager Project Manager Attachments: • Plans markups 24 Item 6. SITE DEVELOPMENT PLANS FOR VICINITY MAP N.T.S. N SITE Know what's below. Call before you dig. DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 1.064 ACRES PROJECT CONTACT LIST ENGINEER TRIANGLE ENGINEERING LLC 1782 McDERMOTT DR ALLEN, TX. 75013 KARTAVYA PATEL 214-609-9271 OWNER/DEVELOPER VAQUERO DG FM 2450 PARTNERS, LP 2627 TILLAR ST, STE 111 FORT WORTH, TX 76107 KELLY AGNOR 512-983-1793 SURVEYOR JPH LAND SURVEYING,INC 785 LONESOME DOVE TRAIL, HURST, TX 76054 JEWEL CHADD 817-431-4971 ARCHITECT FRANZ ARCHITECTS 4055 INTERNATIONAL PLAZA, STE 100 FORT WORTH, TX 76109 AVI KAIKOV 817-632-0079 C-1.0 COVER SHEET BENCHMARKS SITE BENCH MARK IS A MAG NAIL WITH A WASHER STAMPED "JPH LAND BENCHMARK" SET IN A CONCRETE SLAB IN THE NORTHEAST CORNER OF THE INTERSECTION OF F.M.HIGHWAY 455 AND F.M.HIGHWAY 2450.BENCHMARK ELEVATION=677.33' . SEE SURVEY FOR GENERAL LOCATION. FLOOD PLAIN NOTE THIS PROPERTY LIES WITHIN ZONE(S) X (UNSHADED) OF THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO.48121C0205G, DATED 2011/04/18, VIA SCALED MAP LOCATION AND GRAPHIC PLOTTING AND/OR THE NATIONAL FLOOD HAZARD LAYER (NFHL) WEB MAP SERVICE (WMS) AT http://hazards.fema.gov. TXDOT GENERAL NOTES 1."ALL CONSTRUCTION WITHIN THE STATE RIGHT OF WAY WILL REQUIRE COMPLIANCE TO TxDOT STANDARD SPECIFICATIONS, STANDARD PLANS, AND TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" 2.BY SEALING AND SIGNING THERE PERMIT PLANS AS A PROFESSIONAL CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS , I CERTIFY THAT THE PROPOSED DRIVEWAY OR PUBLIC STREET CONNECTIONS TO THE STATE ROADWAY MEETS OR EXCEEDS THE MINIMUM STOPPING SIGHT DISTANCE REQUIRED FOR A DESIGN SPEED OR 55 MILES PER HOUR, BASED ON THE MOST RECENT ON-LINE TXDOT ROADWAY DESIGN MANUAL REQUIREMENT. 3.POSTED SPEED LIMIT IS 40 MILES PER HOUR 4."SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 1, 2014, AND SPECIFICATION ITEMS LISTED AS FOLLOWS SHALL GOVERN ON THIS PROJECT FOR ALL WORK WITHIN THE STATE RIGHT OF WAY" 5.TRAFFIC CONTROL MUST BE MAINTAINED THROUGHOUT THE DURATION OF WORK WITHIN TXDOT ROW 6.ALL DISTRIBUTED ROW MUST BE RE-VEGETATED WITH SOD AND MAINTAINED UNTIL VEGETATION IS RE-ESTABLISHED. 7.ALL LANE ENCLOSURE MUST BE COORDINATED WITH BOTH TXDOT AND MUNICIPALITY INSPECTORS. 8.NO CONSTRUCTION SHALL BE PERMITTED WITHIN TEXAS DEPARTMENT OF TRANSPORTATION(TXDOT) RIGHT OF WAY PRIOR TO TXDOT APPROVAL AND ISSUANCE OF PERMIT. 9.ANY UTILITY RELOCATION UNDER TXDOT ROW , REQUIRED SEPERATE "UIR" PERMIT. SHEET LIST TABLE C-1.0 COVER SHEET SURVEY C-2.0 DEMOLITION PLAN C-3.0 SITE PLAN C-3.1 SITE DETAILS C-3.2 DIMENSION CONTROL PLAN C-4.0 GRADING PLAN C-5.0 PRE-DRAINAGE PLAN C-6.0 POST-DRAINAGE PLAN C-7.0 EROSION CONTROL PLAN C-7.1 EROSION CONTROL DETAILS C-8.0 PAVING PLAN C-8.1 PAVING DETAILS C-9.0 UTILITY PLAN C-9.1 UTILITY DETAILS TXDOT DETAILS L.1 L.2 LANDSCAPE PLAN L.3 LANDSCAPE DETAILS L.4 IRRIGATION PLAN IRRIGATION DETAILS C-1.1 GENERAL NOTES DRAINAGE AREA MAP(TXDOT AS BUILT) 24" PIPE CULVERT DATA (TXDOT AS BUILT) 25 Item 6. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W APPROXIMATE LOCATION WATER LINE PER BOLIVAR WATER UTILITY MAP APPROXIMATE LOCATION WATER LINE PER BOLIVAR WATER UTILITY MAP F.M. HIGHWAY 455 VOL. 332, PG. 1 (SHOWN AS F.M. HIGHWAY 425) TXDOT R.O.W. MAP DAL081602AB CORRECTS TO F.M. HIGHWAY 455 D.R.D.C.T. 50' R.O.W. JAM E S B . P . J A N U A R Y S U R V E Y ABS T R A C T N O . 6 5 8 NATURAL GROUND NEW FARMS, LLC, A TEXAS LIMITED LIABILITY COMPANY INST.# 2022-54137 O.P.R.D.C.T. B. R. BENTLEY, JR. AND WIFE MICHELLE ANN BENTLEY VOL. 5177, PG. 911 D.R.D.C.T. 5/8" REBAR "TXDOT" 5/8" REBAR "TXDOT" 5/8" REBAR "TXDOT" 1/2" REBAR "RPLS 4561" BEARS S10°W 0.3' FROM CORNER 1/2" REBAR 5/8" REBAR "TXDOT" 1/2" REBAR "ALLIANCE" 1/2" REBAR "ALLIANCE" TBM MNS 677.33' UP WEIGHT LIMIT GROSS 58420 LBS UP GUY(2) GUY FL 24" RCP=676.0' UP UP TR WA T E R WA T E R NORTH FM 2450 RD MB 10757 FM2450 WA T E R WA T E R BORE HOLE B-8 676.4' BORE HOLE B-5 674.6' BORE HOLE B-1 674.9' BORE HOLE NO NUMBER 676.5' BORE HOLE 673.0' BORE HOLE NO NUMBER 669.4' EM UC UV UC FL 24" RCP=675.7' 14" HACKBERRY 11" HACKBERRY 14" HACKBERRY 11" HACKBERRY 8" HACKBERRY 10" HACKBERRY 12" HACKBERRY 6" HACKBERRY 8" HACKBERRY 8" HACKBERRY 6" HACKBERRY 9" HACKBERRY 12" ASH (M) 9" ASH 9" ASH 6" ASH 6" ASH 8" HACKBERRY 20" HACKBERRY 24" OAK 13" HACKBERRY (M) 12" ASH 15" ASH 7" HACKBERRY 13" HACKBERRY (M) 7" HACKBERRY 8" HACKBERRY 9" HACKBERRY 8" ELM 8" ELM 10" ASH 8" ASH6" ASH 6" CEDAR 11" HACKBERRY 6" HACKBERRY 8" HACKBERRY 6" HACKBERRY 9" HACKBERRY 6" HACKBERRY 15" HACKBERRY 6" HACKBERRY 6" HACKBERRY 8" OAK 6" OAK 7" OAK7" OAK 7" OAK 7" OAK 10" HACKBERRY6" HACKBERRY 19" HACKBERRY (M) 16" HACKBERRY 7" HACKBERRY 7" HACKBERRY 9" HACKBERRY 16" HACKBERRY CRS CRS CRS 1/2" REBAR ILLEGIBLE CAP DUMPSTER OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU O U O U O U O U O U O U O U OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU 1.064 ACRES ±46,357 S.F. 1. 1 ' BUILDING BUILDING BUILDING CONCRETE SLAB RANDY LEROY BENTLEY INST.# 2002-119912 O.P.R.D.C.T. MARGARET LEROY BENTLEY INST.# 2002-119911 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-91112 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-91113 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-104976 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-104976 O.P.R.D.C.T. F. M . H I G H W A Y 2 4 5 0 TX D O T R . O . W . M A P D A L 2 3 5 3 0 2 A C NO D E D I C A T I O N F O U N D CA L L E D V A R I A B L E W I D T H R . O . W . LEANNE JONES AKERS INST.# 2017-112513 O.P.R.D.C.T. SUSAN P. STEWART INST.# 1996-84090 O.P.R.D.C.T. AS P H A L T 68 1 68 0 6 7 9 67 8 67 7 67 6 67 5 67 4 67 3 67 2 67 1 67 0 66 9 66 8 66 7 66 6 66 5 66 4 66 5 66 6 66 7 668 66 9 67 0 67 1 67 267 3 674 675 67 6 677678 679 680 67 7 67 6 6 7 5 67 3 67 2 67 1 67 0 669 66 8 66 7 66 6 66 5 66 4 6 6 3 6 6 2 GRAVEL 0. 8 ' CITY OF SANGER, TX CITY OF SANGER, TX (ETJ) CI T Y O F S A N G E R , T X CI T Y O F S A N G E R , T X ( E T J ) APPROXIMATE LOCATION WATER LINE PER BOLIVAR WATER UTILITY MAP S0 1 ° 2 8 ' 0 1 " W 1 5 7 . 0 2 ' N89°52'22"W 119.00'S89°59'25"W 116.85' N08°03'59"E 10.26' N89°11'20"W 60.64' N0 0 ° 2 4 ' 0 8 " E 1 4 9 . 0 5 ' S89°21'28"E 298.04' S0 1 ° 2 8 ' 0 1 " W 3 6 . 5 7 ' S0 0 ° 2 4 ' 0 8 " W 6 9 . 1 9 ' CITY OF SANGER, TX (ETJ) CITY OF SANGER, TX (ETJ) CITY OF SANGER,TX A B C D E F G H I J K L M A B C D E F G H I J K L M 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 40'20' Scale: 1" = 20' 0 SITE VICINITY MAP NOT TO SCALE ALTA / NSPS LAND TITLE SURVEY 1.064 ACRES SITUATED IN THE JAMES B. P. JANUARY SURVEY ABSTRACT NO. 658 CITY OF SANGER ETJ, TEXAS DENTON COUNTY, TEXAS ADDRESS: NO ADDRESS ASSIGNED (CENTRAL APPRAISAL DISTRICT) Field:AT Drafter:ML-DFW6203 Revision: Revision: NO BUILDINGS OBSERVED 10.g*: Document does not describe a specific location of oil/gas pipeline. Texas Railroad Commission GIS (https://gis.rrc.texas.gov/GISViewer/) does not show a pipeline near subject property. 10.i*: Document does not describe a specific location of water line. Boliva Water utility map and water lines marked per Texas 8ll ticket indicate 2 lines within the right-of-way of F. M. Highway 2450. CLICK FOR PICS TITLE COMMITMENT NOTES: This survey was performed with the benefit of a title commitment provided by Fidelity National Title Insurance Company, GF# FT-44122-9001222202680-TW, Commitment # 9001222202680, effective August 29, 2022, and issued September 8, 2022. Complete copies of the record description of the property, any record easements benefiting the property, the record easements or servitudes and covenants affecting the property ("Record Documents"), documents of record referred to in the Record Documents, and any other documents containing desired appropriate information affecting the property being surveyed and to which the survey shall make reference were not provided to this surveyor for notation on the survey except for those items listed within Schedule B of said commitment. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. The following Schedule B items were addressed according to the Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys Section 6(c)ii and identified by the tract designator listed in the title commitment. If more than one tract is being addressed, the chart below will use the tract designators used in the title commitment. Sc h e d u l e B E x c e p t i o n # Recording Information (may include grantee and exception type)La b e l G r i d L o c a t i o n ( s e e e d g e o f sh e e t f o r g r i d v a l u e s ) it s l o c a t i o n i s s h o w n li e s w i t h i n , c r o s s e s , o r t o u c h e s t h e in d i c a t e d t r a c t it i s n o t o n , d o e s n o t t o u c h , a n d / o r - b a s e d o n i t s l a n d d e s c r i p t i o n - do e s n o t d i r e c t l y a f f e c t t h e in d i c a t e d t r a c t it i s a b l a n k e t it s l o c a t i o n c o u l d n o t b e de t e r m i n e d f r o m t h e r e c o r d do c u m e n t th e r e w a s n o o b s e r v e d e v i d e n c e a t th e t i m e o f t h e f i e l d w o r k it l i m i t s a c c e s s t o a n o t h e r w i s e ab u t t i n g r i g h t o f w a y do c u m e n t s a r e i l l e g i b l e ma y h a v e b e e n r e l e a s e d o r ot h e r w i s e t e r m i n a t e d 10.f Oil, Gas and Mineral Lease Vol. 355, Pg. 201, D.R.D.C.T.X X 10.g*Right-of-way Easement for Oil & Gas Transmission Vol. 386, Pg. 339, D.R.D.C.T. X X X 10.h Oil, Gas and Mineral Lease Vol. 595, Pg. 484, D.R.D.C.T.X X 10.i* Right-of-way Easement for a Water Line Vol. 639, Pg. 558, D.R.D.C.T. X X X NOTE REGARDING UTILITIES: Utility locations are per observed evidence and sources listed below: TEXAS811 - ticket number(s) 2351205691. https://portal.texas811.org/#/ticket/2351205691 UTILITY MAPS - Provided by Katy Hall, Customer Service Representative (Katy@bolivarwatersc.com) FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X (UNSHADED) of the Flood Insurance Rate Map for Denton County, Texas and Incorporated Areas, map no. 48121C0205G, dated 2011/04/18, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Denton County, Texas Official Public Records of Denton County, Texas Deed Records of Denton County, Texas Volume/Page/Instrument Number Point of Beginning/Point of Commencing Easement/Building Line Polyvinyl Chloride Pipe/Reinforced Concrete Pipe US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.D.C.T. O.P.R.D.C.T. D.R.D.C.T. VOL/PG/INST# POB/POC ESMT/BL PVC/RCP MONUMENTS / DATUMS / BEARING BASIS Monuments are found if not marked MNS or CRS. 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Site benchmark (see vicinity map for general location) "+" cut in concrete Vertex or common point (not a monument) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 (Geoid 18) Bearings are based on the TxCS,'83,NCZ Distances & areas shown are represented in surface values TxDOT Right of Way tapered concrete monument. TxDOT Right of Way bronze cap in concrete. TxDOT Right of Way aluminum cap. CRS MNS TBM "+" TYPE I TYPE II TYPE III SURVEYED DESCRIPTION:Written because the recorded deed did not close by 1.7 feet. FIELD NOTES to that certain tract situated in the James B. P. January Survey, Abstract No. 658, City of Sanger ETJ, Denton County, Texas, said tract being the same tract described in the deed to B. R. Bentley, and wife Michelle Ann Bentley, recorded in Volume 5177, Page 911, Deed Records, Denton County, Texas (D.R.D.C.T.); the subject tract, surveyed by JPH Land Surveying, Inc., is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983, North Central Zone): BEGINNING at a 1/2 inch capped rebar stamped "Alliance" found on the monumented east line of FM Highway 2450 (no dedicating document found) at the northwest corner of said Bentley tract; THENCE with the perimeter and to the corners of the Bentley tract, the following calls: 1. SOUTH 89°21'28" EAST, a distance of 298.04 feet to a found 1/2 inch capped rebar stamped "Alliance”; 2. SOUTH 01°28'01" WEST, a distance of 157.02 feet to a found 1/2 inch capped rebar stamped with an illegible cap, from which a found 5/8 inch capped rebar stamped “Texas Department of Transportation” bears SOUTH 01°28'01" WEST a distance of 36.57 feet; 3. NORTH 89°52'22" WEST, a distance of 119.00 feet to a found 1/2 inch capped rebar; 4. SOUTH 89°59'25" WEST, a distance of 116.85 feet to a set 1/2 inch capped rebar stamped "JPH Land Surveying”; 5. NORTH 08°03'59" EAST, a distance of 10.26 feet to a set 1/2 inch capped rebar stamped "JPH Land Surveying"; 6. NORTH 89°11'20" WEST, a distance of 60.64 feet (deed call 60.00 feet) to a set 1/2 inch capped rebar stamped "JPH Land Surveying", from which a found 5/8 inch capped rebar stamped “Texas Department of Transportation” monumenting the said east line of FM 2450 bears SOUTH 00°24'08" WEST a distance of 69.19 feet; 7. NORTH 00°24'08" EAST, a distance of 149.05 feet (deed call 149.95 feet) returning to the POINT OF BEGINNING and enclosing 1.064 acres (± 46,357 square feet). J P aHL dN S u r v e y ing, In c JPH Job/Drawing No. (see below) 2023.022.001 FM 2450 Sanger, Denton Co., Tx - ALTA.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www.jphlandsurveying.com TBPELS Firm #10019500 DFW | Central Texas | West Texas | Houston TBM UP UP/UG UV OU WV TR LP WM CO UC IV ·356.7' MB PE MW air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks CATV EM FDC GI FH GP GM GUY NO T E - S o m e i t e m s m a y n o t p e r t a i n t o t h i s s u r v e y . T h e i d e n t i f i c a t i o n i s s u b j e c t t o i n t e r p r e t a t i o n , v e r i f i c a t i o n m a y b e r e q u i r e d . LEGEND OF SYMBOLS TFL ST S GAS W RD SSMH SDMH UMH TMH LEB LSL (M) Google 360 Hyperlink DOCS ELECTRIC ELECTRICGAS-OIL-STEAM COMMUNICATION-CATV WATER SEWER TEXAS811 MARKED UTILITY LEGEND UTILITY WARNING Regarding Table A items 11(a) & 11(b), unless otherwise stated, the client or client's representative did not provide JPH with plans and/or reports, and JPH did not coordinate a private utility locate request. If these Table A items are listed in the certification, the client, being aware of the factors listed above, has agreed for these Table A item(s) to be addressed from a combination of online GIS maps, markings from locate request(s) to municipalities and 811 and observed evidence of utilities. The client is aware locate requests to 811 and the like, may be ignored or result in an incomplete response, in which case utilities may not have been marked, or not completely marked, at the time the fieldwork was performed. Therefore, utilities may exist which are not shown on this survey. Lacking excavation and/or a private utility locate request, the exact location of underground features cannot be accurately, completely, and reliably depicted. P.O.B. To: Vaquero Ventures Management, LLC Fidelity National Title Insurance Company Fidelity National Title Agency, Inc.: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a,b1), 8, 9, 11(a,b), 13, 14, 16 & 17 of Table A thereof. The fieldwork was completed on February 10, 2023. Jewel Chadd Registered Professional Land Surveyor No. 5754 jewel@jphls.com February 20, 2023 SURVEYOR'S NOTES: 1. Parent tract's record description's error of closure, 1.68'. 2. Zoning District: No Zoning according to the Property Requirements Report provided by Zoning-Info, Inc., Zoning-info.com (817) 886-85964. Dated: February 8, 2023. 3. Site benchmark is a mag nail with a washer stamped "JPH BENCHMARK" set in a concrete slab in the northeast corner of the intersection of F. M. Highway 455 and F. M. Highway 2450. Benchmark Elevation = 677.33'. See vicinity map for general location. 4. No evidence of ongoing earth moving work, building construction, or building addition on site were observed in the process of conducting the fieldwork. 5. There are no visible marked parking spaces or fire lane striping within the limits of the surveyed property. 6. There are no visible evidence of physical access (e.g. curb cuts, driveways) to any abutting streets, highways, or other public or private ways. 7. The site lies on the east side of F. M. Highway 2450, approximately 200' north of the intersection of F. M. Highway 2450 and F. M. Highway 455. 8. No evidence of existing building(s) were observed in the process of conducting the fieldwork. 9. Texas Department of Transportation's Project Tracker lists F. M. Highway 2450 as "Construction begins within 4 years". Project id 235302026, with a description of Reconstruct Existing Roadway. No evidence of ongoing street or sidewalk construction or repairs were observed in the process of conducting the fieldwork. UTILITY MAP NOT TO SCALE SITE ZONING REQUIREMENTS NO ZONING 26 Item 6. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 DEMOLITION GENERAL NOTES 1. ANY DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE, AND/OR GOVERNING BODY'S STANDARDS. 2. EROSION AND SEDIMENT CONTROL MEASUREMENTS SHALL BE MAINTAINED AT ALL TIMES DURING DEMOLITION. 3. THE PURPOSE OF THIS DRAWING IS TO CONVEY THE OVERALL SCOPE OF WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION PRACTICES. CONTRACTOR SHALL THOROUGHLY GET FAMILIARIZED WITH THE SITE, SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. THE DEMOLITION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, OR PROCEDURES USED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES DURING THE COURSE OF THE PROJECT. 4. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND UTILITIES AS SHOWN ON THE SURVEY. THERE MAY BE OTHER SITE FEATURES, UTILITIES, STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE WITHIN THE LIMITS OF WORK THAT MAY NEED TO BE REMOVED FOR THE PROPOSED PROJECT THAT ARE NOT SHOWN HEREON. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CITY, ENGINEER AND/OR OWNER PRIOR TO REMOVING ITEMS NOT SHOWN ON THE PLANS. 5. THE CONTRACTOR SHALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMOLITION TO COORDINATE DISCONNECTION AND REMOVAL OF EXISTING UTILITIES WITHIN THE AREA OF WORK. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE SHOWN ON THE PLAN OR NOT. 7. UPON DISCOVERY OF ANY UNDERGROUND TANKS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE. NO REMOVAL OF TANKS SHALL OCCUR UNTIL AUTHORIZED BY OWNER. 8. BUILDING AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HE HAS BEEN FURNISHED WITH NOTICE TO PROCEED BY THE OWNER. AS SOON AS SUCH NOTICE HAS BEEN GIVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION, UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 9. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, STATE, AND FEDERAL LAWS AND ORDINANCES. 10. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE OF BACKFILL IN DEMOLITION AREAS SHALL BE COMPACTED PER THE GEOTECHNICAL REPORT. CONTRACTOR TO PREVENT WATER FROM DRAINING ONTO ADJACENT PROPERTIES. 11. EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. SITE GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR LOCAL JURISDICTION STANDARDS. 2. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 3. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 4. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 5. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 6. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 7. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. 8. ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE PLAN. GRADING GENERAL NOTES 1. ALL SURPLUS EXCAVATION AND WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE HIS SOLE RESPONSIBILITY TO REMOVE SUCH SURPLUS EXCAVATION AND WASTE MATERIAL FROM THE SITE TO A PUBLIC DUMP SITE APPROVED FOR THE DISPOSAL OF SUCH MATERIALS. IF SURPLUS EXCAVATION IS REMOVED FROM THIS SITE TO ANOTHER PROPERTY, IT SHALL BE PLACED ON SUCH PROPERTY WITH THE WRITTEN CONSENT OF THE OWNER(S) OF SUCH PROPERTY. A COPY OF SUCH WRITTEN CONSENT SHALL BE PROVIDED TO THE OWNER. IF THE CONTRACTOR WISHES TO DISPOSE OF SURPLUS EXCAVATION ON-SITE, IT SHALL BE ONLY WITH THE PRIOR APPROVAL OF THE OWNERS PROJECT REPRESENTATIVE AND CARE SHOULD BE TAKEN TO AVOID BLOCKING NATURAL DRAINAGE AND INCREASING STEEP SLOPES. IF ANY OF THE HAULED EXCAVATION MATERIAL IS TAKEN TO ANOTHER LOCATION WITHIN THE CITY LIMITS, THE OWNER OF THE PROPERTY IS REQUIRED TO OBTAIN A LOT GRADING PERMIT BEFORE MATERIAL IS DELIVERED. 2. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN STAKING AND TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO APPLY TO BOTH VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT. 3. THE CONTRACTOR SHALL PREPARE ALL LANDSCAPE AREAS INCLUDING STREET RIGHT-OF-WAY AREAS TO AN ACCEPTABLE SUBGRADE CONDITION IN ACCORDANCE WITH THE LANDSCAPE PLANS. IF THE CONTRACTOR IS NOT EMPLOYED TO PROVIDE AND INSTALL LANDSCAPING, HE SHALL PREPARE A FINISHED AND COMPACTED SUB-GRADE IN THE LANDSCAPING AREAS. 4. NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION. STORM SEWER GENERAL NOTES 1. ALL STORM DRAIN CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY EXISTING LOCATIONS, SIZES AND FLOW LINES FOR ALL STORM SEWER SYSTEMS AND DRAINAGE STRUCTURES SHOWN ON THE PLANS PRIOR TO CONNECTING PROPOSED STORM SEWER PIPES. 3. TWO WEEKS PRIOR TO CONNECTING TO EXISTING STORM DRAIN LINES, THE CONTRACTOR SHOULD INSPECT THE EXISTING LINE AND CONTACT THE STORM WATER INSPECTOR SHOULD THE LINE NEED TO BE CLEANED. 4. CONTRACTOR SHOULD INSPECT ALL STORM DRAIN OUTFALLS NO EARLIER THAN TWO WEEKS PRIOR TO FINAL INSPECTION AND REMOVE ALL SILT AND DEBRIS. EROSION CONTROL GENERAL NOTES 1.EVERY SOIL DISTURBING ACTIVITY SHALL HAVE AN ACCOMPANYING EROSION CONTROL PLAN . 2.THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) SHALL BE READILY AVAILABLE FOR REVIEW BY FEDERAL, STATE, OR LOCAL OFFICIALS. 3.NO SOIL DISTURBING ACTIVITIES WILL OCCUR PRIOR TO THE SWP3 AND ASSOCIATED BEST MANAGEMENT PRACTICES (BMP) BEING FULLY IMPLEMENTED AND THEN INSPECTED. 4.THE CONTRACTOR SHALL COMPLY WITH THE CITY'S STORM WATER ORDINANCE, THE TPDES GENERAL CONSTRUCTION PERMIT TXR150000 AND ANY OTHER STATE AND/OR LOCAL REGULATIONS. 5.THE SITE SHALL BE INSPECTED BY THE CONTRACTOR OR HIS REPRESENTATIVE WEEKLY, AND AFTER ANY MAJOR STORM. ADJUSTMENTS/REPAIRS TO THE EROSION CONTROL MEASURES SHOULD BE MADE AS NEEDED. 6.CONTRACTOR SHALL VEGETATE ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF GRADING ACTIVITIES. FINAL ACCEPTANCE OF A SITE SHALL BE CONTINGENT UPON VEGETATION BEING ESTABLISHED IN ALL DISTURBED AREAS. 7. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 8. TEMPORARY STONE STABILIZED CONSTRUCTION ENTRANCE SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 24' WIDE X 50' LONG X 6" DEEP. (3"-5" COARSE AGGREGATE). PLACE FILTER FABRIC UNDER STONE . 9. THE CONCRETE WASHOUT AREA IS TO BE USED AS A VEHICLE WASH DOWN AREA FOR DEBRIS AND SOIL REMOVAL PRIOR TO EXITING THE SITE. PAVING GENERAL NOTES 1.STRIP & REMOVE FROM THE CONSTRUCTION AREA ALL TOPSOIL, ORGANICS & VEGETATION TO A MINIMUM DEPTH OF 6 INCHES. 2.CONTROL JOINTS FORMED BY SAWING ARE RECOMMENDED BOTH LONGITUDINAL AND TRANSVERSE DIRECTIONS. CONTROL JOINT SHALL BE SAWED WITHIN 3 HOURS AFTER PLACING CONCRETE. JOINTS SHALL BE PROPERLY CLEANED AND SEALED AS SOON AS POSSIBLE AFTER JOINTS ARE CUT. 3.DRAINAGE SHOULD BE MAINTAINED AWAY FROM THE FOUNDATION, BOTH DURING AND AFTER CONSTRUCTION. WATER SHOULD NOT BE ALLOWED TO POND NEAR THE FOUNDATION. THE FOLLOWING ITEMS SHOULD PROVIDE FOR POSITIVE DRAINAGE OF WATER AWAY FROM THE FOUNDATION: SIDEWALKS AND OTHER CONCRETE FLAT WORK, PARKING AREAS, DRIVEWAYS AND OTHER SURFACE DRAINAGE FEATURES, AND LANDSCAPING. 4.FRENCH DRAINS ARE RECOMMENDED AROUND ANY SLABS WHERE SEEPING GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION. 5.SIDEWALK AROUND THE BUILDING SHALL NOT BE STRUCTURALLY CONNECTED TO THE BUILDING FOUNDATION UNLESS IT'S NOTED ON THE STRUCTURAL PLANS. 6. ALL EXPANSION JOINTS AND CRACK CONTROL JOINTS SHOULD BE SEALED TO PREVENT THE INFILTRATION OF WATER INTO THE SUBSURFACE. THIS IS PARTICULARLY IMPORTANT AROUND IRRIGATED LANDSCAPING AND ALONG THE DRAINAGE PATH OF ROOF DOWNSPOUTS. 7. LANDSCAPE ISLANDS SHOULD BE BACKFILLED WITH LOW PLASTICITY CLAYS TO REDUCE WATER INTRUSION INTO THE SUBSURFACE PAVEMENT STRUCTURES. CURBS SHOULD BE PROVIDED WITH WEEP HOLES IN LANDSCAPE AREAS TO REDUCE THE BUILD UP OF HYDROSTATIC PRESSURE AND TO REDUCE THE INTRUSION OF WATER INTO THE SUBSURFACE MATERIAL. 8. CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH, UNLESS OTHERWISE NOTED ON THE SITE/GRADING PLANS. 9. THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY/MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. 10. MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING. 11. SEE IRRIGATION PLAN FOR IRRIGATION SLEEVE PLACEMENT PRIOR TO PAVING CONSTRUCTION. UTILITY GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY/UTILITY COMPANY STANDARDS. 2. FIELD VERIFY LOCATION OF EXISTING WATER MAIN , SEWER MAIN, GAS, TELEPHONE AND ELECTRICAL LINE. POT HOLE RECOMMENDED PRIOR TO CONSTRUCTION BEGIN. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH UTILITY SERVICE PROVIDERS. 3. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 4. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 5. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 6. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 8. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 9. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. ADA GENERAL NOTES 1. MAXIMUM SLOPE OF CURB RAMP SHALL BE 1:12 (8.33%). 5% RECOMMENDED. 2. MAXIMUM SLOPE OF CURB RAMP "FLARED SIDES" SHALL BE (8.33%) MAX. 3. SLOPE AND CROSS SLOPE OF A SIDEWALK LEADING INTO A CURB RAMP'S SYSTEM SHALL BE A MAXIMUM OF 1:20 (5%) AND 1:50 (2%) CROSS SLOPE. 4. MAXIMUM SLOPE OF A HANDICAPPED ACCESSIBLE ROUTE ALONG A SIDEWALK LEADING INTO A CURB RAMP, BEFORE IT MUST BE CONSIDERED A RAMP IS 1:20 (5%) AND 1:50 (2%) CROSS SLOPE. 5. ALL SLOPED SURFACES AT CURB RAMP SYSTEMS MUST HAVE A "SIGNIFICANT COLOR CONTRAST" FOR THE SEEING IMPAIRED. THEREFORE ALL SUCH SLOPES MUST HAVE "INTEGRAL COLOR IN CONCRETE" OR "STAINED" (SCOFFIELD), COMPARED TO THE ADJACENT "FLAT" SIDEWALK/PAVING SURFACE. 6. SLOPED CURB-RAMP SURFACE TO HAVE TEXTURE (IE. FORMED/SAWCUT GROVES 3/4" WIDE X 1/4" DEEP @ 2" ON-CENTER). FORMED PERPENDICULAR TO PATH OF TRAVEL FOR THE BLIND TO FEEL TEXTURE BENEATH THEIR FEET & FOR WHEELCHAIR TRACTION. ARRANGED SO WATER WILL NOT ACCUMULATE. 7. MAXIMUM SLOPE AND CROSS SLOPE OF HANDICAPPED ACCESSIBLE PARKING SPACE & ADJACENT ACCESS AISLE IS 1:50 (2%) IN ANY DIRECTION. DIMENSION CONTROL GENERAL NOTES 1. ALL DIMENSIONS ARE MEASURED TO FACE OF CURB AS SHOWN. CONTACT ENGINEER/ARCHITECT IF THERE IS ANY DISCREPANCIES IN THE DIMENSIONS. 2. REFER TO ARCHITECTURAL FLOOR PLAN FOR EXACT BUILDING DIMENSIONS. 3. LIGHTED MONUMENT SIGN SHALL BE BY SEPARATE PERMIT. 4. BARRIER-FREE RAMPS ARE REQUIRED ON ALL STREET FRONTAGES. RAMPS WITH DETECTABLE WARNING SURFACES ARE REQUIRED AT ALL INTERSECTIONS. C-1.1 GENERAL NOTES 27 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' OUOUOUOUOUOUOUOUOUOUOUOUOUOU OU OU OU OU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. EXISTING FENCE TO REMAIN AS IS AND TO BE PROTECTED. EXISTING TREES ON SITE TO BE REMOVED. EXISTING TREE TO REMAIN AS IS AND TO BE PROTECTED EXISTING TREES ON SITE TO BE REMOVED. EXISTING TREE TO REMAIN AS IS AND TO BE PROTECTED EXISTING TREE TO REMAIN AS IS AND TO BE PROTECTED EXISTING TREE TO REMAIN AS IS AND TO BE PROTECTED XX X X X X X X X EXISTING TREES ON SITE TO BE REMOVED. EX. OVERHEAD UTILITY TO REMAIN AS IS & TO BE PROTECTED. EXISTING WATER LINE TO REMAIN AS IS & TO BE PROTECTED. EX. TXDOT SIGN TO BE RELOCATED.GC TO COORDINATE WITH TXDOT/ DEVELOPER PRIOR TO REMOVAL/RELOCATION. EXISTING MAIL BOX TO REMAIN AS IS.GC TO COORDINATE WITH DEVELOPER IF RELOCATION IS NECESSARY. EXISTING TELEPHONE RISER, TELEPHONE LINE TO REMAIN AS IS AND TO BE PROTECTED EX. UP, GUY WIRE TO REMAIN AS IS AND TO BE PROTECTED. EX. STORM STRUCTURE, STORM LINE TO REMAIN AS IS AND TO BE PROTECTED. EXISTING GRAVEL TO REMIAN AS IS AND TO BE PROTECTED. EXISTING BUILDING TO REMIAN AS IS AND TO BE PROTECTED. NOTE: GC TO COORDINATE WITH CITY/TXDOT & FRANCHISE UTILITY COMPANIES PRIOR TO REMOVAL/RELOCATION OF EXISTING UTILITIES. GC TO FIELD VERIFY DEPTH AND FLOW LINE OF EXISTING UTILITIES AND NOTIFY ENGINEER IN CASE OF ANY CONFLICT WITH PROPOSED IMPROVEMENTS. GC TO MAKE SURE ALL THE EXISTING TREES OFF SITE ARE PROTECTED JACK AND BORE 8" WATER LINE & INSTALL STEEL ENCASEMENT PER TXDOT REQUIREMENTS.(TXDOT UIR PERMIT REQUIRED PRIOR TO ANY IMPROVEMENTS WITHIN TXDOT ROW EXISTING WATER LINE TO REMAIN AS IS AND TO BE PROTECTED !!CAUTION!! EXISTING UNDERGROUND UTILITIES EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink DEMOLITION LEGEND SAWCUT LINE AREA TO BE REMOVED TREES TO BE REMOVED X VICINITY MAP N.T.S. N SITE DEMOLITION GENERAL NOTES 1.ANY DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE, AND/OR GOVERNING BODY'S STANDARDS. 2.EROSION AND SEDIMENT CONTROL MEASUREMENTS SHALL BE MAINTAINED AT ALL TIMES DURING DEMOLITION. 3.THE PURPOSE OF THIS DRAWING IS TO CONVEY THE OVERALL SCOPE OF WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION PRACTICES. CONTRACTOR SHALL THOROUGHLY GET FAMILIARIZED WITH THE SITE, SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. THE DEMOLITION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, OR PROCEDURES USED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES DURING THE COURSE OF THE PROJECT. 4.THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND UTILITIES AS SHOWN ON THE SURVEY. THERE MAY BE OTHER SITE FEATURES, UTILITIES, STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE WITHIN THE LIMITS OF WORK THAT MAY NEED TO BE REMOVED FOR THE PROPOSED PROJECT THAT ARE NOT SHOWN HEREON. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CITY, ENGINEER AND/OR OWNER PRIOR TO REMOVING ITEMS NOT SHOWN ON THE PLANS. 5.THE CONTRACTOR SHALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMOLITION TO COORDINATE DISCONNECTION AND REMOVAL OF EXISTING UTILITIES WITHIN THE AREA OF WORK. 6.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE SHOWN ON THE PLAN OR NOT. 7.UPON DISCOVERY OF ANY UNDERGROUND TANKS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE. NO REMOVAL OF TANKS SHALL OCCUR UNTIL AUTHORIZED BY OWNER. 8.BUILDING AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HE HAS BEEN FURNISHED WITH NOTICE TO PROCEED BY THE OWNER. AS SOON AS SUCH NOTICE HAS BEEN GIVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION, UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 9.DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, STATE, AND FEDERAL LAWS AND ORDINANCES. 10.AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE OF BACKFILL IN DEMOLITION AREAS SHALL BE COMPACTED PER THE GEOTECHNICAL REPORT. CONTRACTOR TO PREVENT WATER FROM DRAINING ONTO ADJACENT PROPERTIES. 11.EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 C-2.0 DEMOLITION PLAN 28 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. HE A V Y D U T Y PA V E M E N T HVAC (ON ROOF) SEPTIC AREA (3,500 SF) R10' 60 ' 9'10'9' 18 ' 7 6 11 11 18 ' 9' 18'36' 18' 3.5' 9' 9' 9' 9' 5' R20' R25'R18' R20' R20' R20' 16'17'17' 50' TXDOT DRIVEWAY 24 ' FI R E L A N E 24' FIRE LANE 24' FIRE LANE HEAVY DUTY PAVEMENT PROP. 10' WATER EASEMENT FDC 12 . 5 ' 18' 14 0 . 7 9 ' 11 1 . 9 4 ' 45 . 3 ' 76.25' 5.25' 75.5' R20' R20' R20' R44' 21.63'77.42' 10' 10 ' PROP. 10' DRAINAGE EASEMENT NORTH FM 2450 RD BOLLARDS (TYP) 18'X18' (MIN.) CONCRETE PAD FOR DUMPSTER W/ WOODEN ENCLOSURE & WOODEN GATE 16'X16' (MIN.) CONCRETE PAD FOR DELIVERY LIGHTED DOLLAR GENERAL PYLON SIGN STANDARD DUTY PAVEMENT WITH YELLOW STRIPPING CURB (TYP.) RAMP DOWN TO THE PAVEMENT BEGIN PROPOSED WOOD PRIVACY FENCE STANDARD DUTY PAVEMENT WITH YELLOW STRIPPING END PROPOSED BLOCK WALL BEGIN PROPOSED BLOCK WALL PROPOSED DROP INLET PROPOSED 5' CURB CUT BEGIN PROPOSED CURB WITH RETAINING WALL PROPOSED 5' CURB CUT END PROPOSED CURB WITH RETAINING WALL & BEGIN BLOCK WALL END PROPOSED BLOCK WALL BEGIN PROPOSED CURB WITH RETAINING WALL PROPOSED IRRIGATION METER WITH RPZ PROPOSED DOMESTIC METER WITH RPZ PROPOSED FIRE HYDRANT PROPOSED HANDICAP SIGN STANDARD DUTY PAVEMENT WITH YELLOW STRIPPING CURB (TYP.) PROPOSED SEPTIC UNIT & SAMPLE PORT PROPOSED HEADWALL END PROPOSED WOOD PRIVACY FENCE RELOCATED TRAFFIC SIGN (GC TO COORDINATE WITH DEVELOPER ) EXISTING MAIL BOX POSTED SPEED LIMIT:40MPH 25 . 8 1 ' 18' DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 EXISTING HEADWALL PP PROPOSED POWER POLE SITE LEGEND CONCRETE CURB SAW-CUT LINE MONUMENT/PYLON SIGN WHEEL STOPS HANDICAP SIGN HANDICAP LOGO STRIPING BOLLARD FENCE FIRE HYDRANT RAMP FIRE LANE PARKING SPACES TRAFFIC ARROW DUMPSTER X SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT SEPTIC UNIT DOMESTIC WATER METER IRRIGATION METER GAS METER EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink VICINITY MAP N.T.S. N SITE SITE GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR LOCAL JURISDICTION STANDARDS. 2.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 3.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 4.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 5.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 6.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 7.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. 8.ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE PLAN. TOTAL PARKING PROVIDED: PROPOSED USE: ZONING: SITE ACREAGE: BUILDING AREA: HANDICAP PARKING PROVIDED: IMPERVIOUS AREA: BUILDING HEIGHT: PERVIOUS/LANDSCAPE AREA: REGULAR PARKING REQUIRED: SITE DATA SUMMARY TABLE NUMBER OF STORIES: HANDICAP PARKING REQUIRED: REGULAR PARKING PROVIDED: BUILDING COVERAGE: FLOOR AREA RATIO: 1.064 ACRES (46,357 S.F.) . RETAIL STORE-DOLLAR GENERAL 10,651 S.F. 1 18'-0" 22.9% 0.22 1 SP PER 300 S.F. 35 SPACES 33 SPACES 2 SPACES (1 VAN ACCESSIBLE) 2 SPACES (1 VAN ACCESSIBLE) 35 SPACES 35,372 S.F. (76.30%) 10,985 S.F. (23.69%) Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 C-3.0 SITE PLAN PROJECT CONTACT LIST ENGINEER TRIANGLE ENGINEERING LLC 1782 McDERMOTT DR ALLEN, TX. 75013 KARTAVYA PATEL 214-609-9271 OWNER/DEVELOPER VAQUERO DG FM 2450 PARTNERS, LP 2627 TILLAR ST, STE 111 FORT WORTH, TX 76107 KELLY AGNOR 512-983-1793 SURVEYOR JPH LAND SURVEYING,INC 785 LONESOME DOVE TRAIL, HURST, TX 76054 JEWEL CHADD 817-431-4971 ARCHITECT FRANZ ARCHITECTS 4055 INTERNATIONAL PLAZA, STE 100 FORT WORTH, TX 76109 AVI KAIKOV 817-632-0079 BENCHMARKS SITE BENCH MARK IS A MAG NAIL WITH A WASHER STAMPED "JPH LAND BENCHMARK" SET IN A CONCRETE SLAB IN THE NORTHEAST CORNER OF THE INTERSECTION OF F.M.HIGHWAY 455 AND F.M.HIGHWAY 2450.BENCHMARK ELEVATION=677.33' . SEE SURVEY FOR GENERAL LOCATION. FLOOD PLAIN NOTE THIS PROPERTY LIES WITHIN ZONE(S) X (UNSHADED) OF THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO.48121C0205G, DATED 2011/04/18, VIA SCALED MAP LOCATION AND GRAPHIC PLOTTING AND/OR THE NATIONAL FLOOD HAZARD LAYER (NFHL) WEB MAP SERVICE (WMS) AT http://hazards.fema.gov. NOTES ALL WORK WITHIN TXDOT REQUIRE SEPERATE PERMIT ISSUED BY TXDOT 29 Item 6. SITE DETAILS C-3.1TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO #658 STOP BAR DETAIL N.T.S. NOTE: STOP BAR TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. 3'-0" 3' - 0 " 2' - 8 " NOTES: 1.STENCIL ONE SYMBOL ONTO PARKING SURFACE IN EACH ACCESSIBLE STALL. 2.LOCATE PER ACCESSIBLE PARKING STALL DETAIL(S). 3.ALL LINES 2" WIDE PAINTED ON WHITE ON BLUE BACKGROUND. 2" WIDE WHITE REFLECTORIZED PAINT STRIPING BLUE BACKGROUND ACCESSIBLE PARKING EMBLEM DETAIL N.T.S. BY LOCAL CODES. CURB WHENEVER POSSIBLE, OR AS SPECIFIED LANE" STRIPING SHALL BE PLACED ON FACE OF 4" INCH WHITE LETTERS READING "NO PARKING FIRE FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 6" IRW = WIDTH (feet) OF FIRE LANE. SEE SITE PLAN. IR = INSIDE TURNING RADIUS. SEE SITE PLAN. OR = OUTSIDE TURNING RADIUS. SEE SITE PLAN.W W 25' FIRE LANE MARKING FIRE LANE DETAIL N.T.S. OR 6" DIA. PIPE BOLLARD DETAIL N.T.S. 6" 48 " 3/ 4 " 3" SIDE VIEW ANCHOR BOLT INSTALLATION DIRECT INSTALLATION STANDARD STATE APPROVED ACCESSIBLE SIGNAGE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REQUIRED. PROVIDE ADDITIONAL SIGNAGE BELOW THE ACCESSIBLE SIGN AS REQUIRED PER REGULATIONS. BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN CONCRETE SURROUND AROUND PIPE COLUMN 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD, PAINTED YELLOW 4' - 0 " 6' - 0 " ( M I N I M U M ) 2' - 0 " 1'-6" MINIMUM HANDICAP SIGN DETAILS N.T.S. TYP. TYP. TY P . TY P . LEFT TURN 4'-9" 1'-0" 2'-0"R 3' - 9 " 1' - 9 " 2'-0" 1'-0" 4'-9" 2'-0"R RIGHT TURN TRAFFIC FLOW ARROW DETAIL N.T.S. 1'-0" NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. YELLOW CURBING AND BOLLARDS - PARKING LOT STRIPING LEGEND SURFACES SHOULD BE CLEAN, DRY AND METAL SURFACES FREE OF HEAVY RUST 2 COATS SHERWIN WILLIAMS - KEM 4000 ACRYLIC ALKYD ENAMEL SAFETY YELLOW B55Y300 STRIPING - PARKING LOT SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS - PROMAR TRAFFIC MARKING PAINT YELLOW TM5495 HANDICAP STRIPING - PARKING LOT SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWIN WILLIAMS - PROMAR TRAFFIC MARKING PAINT "H.C." BLUE YELLOW STRIPING 1:12 MAXIMUM SLOPE 5' DELIVERY RAMP & RECEIVING DOOR DETAILS N.T.S. ACCESSIBLE PARKING , RAMP & ACCESS AISLE DETAILS N.T.S. PAVEM E N T PAVEM E N T 1:12 M A X . 10'- 0 " SEE S I T E P L A N 9'- 0 " MIN . 5'-0 " MIN . 9'- 0 " MIN . 20'- 0 " 5'- 0 " SLO P E CONCRE T E SIDE W A L K ACCESS AISLE STANDARD PARKING SPACE STRIPING BOLLARD, PAINTED YELLOW, WITH ACCESSIBLE PARKING SIGN 1:10 MAX SLOPE BOLLARD PAINTED YELLOW 1:10 MAX SLOPE BOLLARD, PAINTED YELLOW, WITH ACCESSIBLE PARKING SIGN SLOPE CONCRETE AWAY FROM BUILDING 1/8" PER FOOT CONCRE T E SID E W A L K NOPARKIN G NOTE 1. "NO PARKING" SHALL BE PAINTED ON THE ACCESS AISLE IN CAPITAL LETTERS WITH HEIGHT OF ATLEAST 12" AND A STROKE OF AT LEAST 2" CENTERED WITHIN THE AISLE 2. A SIGN MUST BE PROVIDED STATING" VIOLATORS SUBJECT TO FINE AND TOWING" IN A HEIGHT OF ATLEAST 1" MOUNTED ON POLE OR WALL,INSTALLED SO THAT THE BOTTOM EDGE OF THE SIGN IS NO LOWER THAN 18" AND NO HIGHER THAN 80" ABOVE GROUND LEVEL. BOLLARD WITH ACCESSIBLE PARKING SIGN, AS REQUIRED. STANDARD ACCESSIBLE PARKING SYMBOL PAINTED ON PAVEMENT. PAINT COLOR TO BE PER THE AUTHORITY HAVING JURISDICTION. 4" STRIPES @ 24" O.C. AT 45 DEGREES. PAINT COLOR TO BE PER THE AUTHORITY HAVING JURISDICTION. 1:10 MAX. SLOPE PAINTED YELLOW COLORED TOOLED/SERRATED SLIP RESISTANT SURFACING AND/OR TACTILE WARNING DEVICE AS REQUIRED BY AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND CODE REQUIREMENTS NOTE: ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL CODES AND ADAAG REGULATIONS. 4" PARKING SPACE STRIPE. PAINT COLOR TO BE PER THE AUTHORITY HAVING JURISDICTION. BOLLARD PAINTED YELLOW SIDEWALK RAMP SLOPE 1:12 MAXACCESSIBLE/ SHOPPING CART RAMP TO BE CENTERED ABOUT THE FRONT DOOR. BOLLARD WITH ACCESSIBLE PARKING SIGN AS REQUIRED. 9' - 0 " 10 ' - 0 " 9' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " SEE SITE PLAN STANDARD ACCESSIBLE PARKING SYMBOL PAINTED ON PAVEMENT. PAINT COLOR TO BE PER THE AUTHORITY HAVING JURISDICTION. 1:10 MAX. SLOPE PAINTED YELLOW 20'-0" (SEE NOTE) NO P A R K I N G WHEEL STOP. WHEEL STOP. 30 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. HE A V Y D U T Y PA V E M E N T SEPTIC AREA (3,500 SF) R10' 60 ' 9'10'9' 18 ' 7 6 11 11 18 ' 9' 18'36' 18' 3.5' 9' 9' 9' 9' 5' R20' R25'R18' R20' R20' R20' 16'17'17' 50' TXDOT DRIVEWAY HEAVY DUTY PAVEMENT FDC 12 . 5 ' 18' 14 0 . 7 9 ' 11 1 . 9 4 ' 45 . 3 ' 76.25' 5.25' 75.5' 21.63'77.42' 10' 10 ' NORTH FM 2450 RD 25 . 8 1 ' 18' 16 ' R2' R2'R1' R1' 15.49' 15 . 6 7 ' 16 ' 5.63' 60 ' 49 . 6 6 ' 21. 1 5 ' 15.81' 99 ' 99 ' 46.49' 35 . 4 4 ' 16' R2' R2' R2' 26.26' 18.34'39.5' 15 . 7 1 ' 15 . 9 9 ' 10. 3 4 ' 10.59' R6'17 ' DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 PP EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink DIMENSION CONTROL LEGEND CONCRETE CURB SAW-CUT LINE MONUMENT/PYLON SIGN LIGHT POLE WHEEL STOPS HANDICAP SIGN HANDICAP LOGO STRIPING BOLLARD FENCE FIRE HYDRANT RAMP PARKING SPACES TRAFFIC ARROW DUMPSTER X SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT SEPTIC UNIT DOMESTIC WATER METER IRRIGATION METER GAS METER VICINITY MAP N.T.S. N SITE DIMENSION CONTROL GENERAL NOTES 1.ALL DIMENSIONS ARE MEASURED TO FACE OF CURB AS SHOWN. CONTACT ENGINEER/ARCHITECT IF THERE IS ANY DISCREPANCIES IN THE DIMENSIONS. 2.REFER TO ARCHITECTURAL FLOOR PLAN FOR EXACT BUILDING DIMENSIONS. 3.LIGHTED MONUMENT SIGN SHALL BE BY SEPARATE PERMIT. 4.BARRIER-FREE RAMPS ARE REQUIRED ON ALL STREET FRONTAGES. RAMPS WITH DETECTABLE WARNING SURFACES IS REQUIRED AT ALL INTERSECTIONS. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 C-3.2 DIMENSION CONTROL PLAN 31 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. HVAC (ON ROOF) SEPTIC AREA (3,500 SF) PROP. 10' WATER EASEMENT FDC PROP. 10' DRAINAGE EASEMENT NORTH FM 2450 RD BEGIN BLOCK WALL END PROPOSED BLOCK WALL END CURB WITH RETAINING WALL & BEGIN BLOCK WALL END BLOCK WALL BEGIN CURB WITH RETAINING WALL INSTALL 5' CURB CUT WITH ROCK RIP-RIP. INSTALL 5' CURB CUT WITH ROCK RIP-RIP. BEGIN CURB WITH RETAINING WALL END CURB WITH RETAINING WALL STA:0+00.00 INSTALL 1-4:1 SET HEADWALL WITH MIN 5'X5' GROUTED ROCK RIP-RAP AT OUTFALL 24" HDPE FLOWLINE=666.75 STA:2+57.76 INSTALL 1-4'X4' DROP INLET 24" HDPE FLOWLINE=668.53 INLET THROAT= 675.00 INLET TOP=676.00 258 LF OF 24" HDPE @ 1% SLOPE. DISCHARGE PROPOSED DOWN SPOTS THRU FACE OF CURB. GC TO VERIFY ROOF DRAIN SIZE AND LOCATION WITH MEP PLAN DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 PP 679 679 678 678 677 677 676 67 3 676 675 674 675 674 6 7 3 670 669 668 667 6 7 2 6 7 7 6 7 6 6 7 6 6 7 4 6 7 4 674 673 EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink GRADING LEGEND EXISTING ELEVATION TOP OF CURB ELEVATION SIDEWALK ELEVATION EXISTING MINOR CONTOURS MINOR CONTOURS SWALE HIGH POINT GUTTER ELEVATION TOP OF PAVEMENT STORM PIPE GROUND ELEVATION MAJOR CONTOURS EXISTING MAJOR CONTOURS FINISH FLOOR ELEVATION DRAINAGE FLOW DIRECTION CURB INLET STORM MANHOLE STORM CLEANOUT RETAINING WALL RIP RAP 464.00 EX 467.00 FF 466.00 TC 465.50 G 465.00 SW 464.00 TP 463.00 GR SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT SEPTIC UNIT DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER LIGHT POLE POWER POLE 464 465 VICINITY MAP N.T.S. N SITE GRADING GENERAL NOTES 1.ALL SURPLUS EXCAVATION AND WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE HIS SOLE RESPONSIBILITY TO REMOVE SUCH SURPLUS EXCAVATION AND WASTE MATERIAL FROM THE SITE TO A PUBLIC DUMP SITE APPROVED FOR THE DISPOSAL OF SUCH MATERIALS. IF SURPLUS EXCAVATION IS REMOVED FROM THIS SITE TO ANOTHER PROPERTY, IT SHALL BE PLACED ON SUCH PROPERTY WITH THE WRITTEN CONSENT OF THE OWNER(S) OF SUCH PROPERTY. A COPY OF SUCH WRITTEN CONSENT SHALL BE PROVIDED TO THE OWNER. IF THE CONTRACTOR WISHES TO DISPOSE OF SURPLUS EXCAVATION ON-SITE, IT SHALL BE ONLY WITH THE PRIOR APPROVAL OF THE OWNERS PROJECT REPRESENTATIVE AND CARE SHOULD BE TAKEN TO AVOID BLOCKING NATURAL DRAINAGE AND INCREASING STEEP SLOPES. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN STAKING AND TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO APPLY TO BOTH VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT. 2.THE CONTRACTOR SHALL PREPARE ALL LANDSCAPE AREAS INCLUDING STREET RIGHT-OF-WAY AREAS TO AN ACCEPTABLE SUBGRADE CONDITION IN ACCORDANCE WITH THE LANDSCAPE PLANS. IF THE CONTRACTOR IS NOT EMPLOYED TO PROVIDE AND INSTALL LANDSCAPING, HE SHALL PREPARE A FINISHED AND COMPACTED SUB-GRADE IN THE LANDSCAPING AREAS. 3.NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION. BENCHMARKS SITE BENCH MARK IS A MAG NAIL WITH A WASHER STAMPED "JPH LAND BENCHMARK" SET IN A CONCRETE SLAB IN THE NORTHEAST CORNER OF THE INTERSECTION OF F.M.HIGHWAY 455 AND F.M.HIGHWAY 2450.BENCHMARK ELEVATION=677.33' . SEE SURVEY FOR GENERAL LOCATION. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 C-4.0 GRADING PLAN FLOOD PLAIN NOTE THIS PROPERTY LIES WITHIN ZONE(S) X (UNSHADED) OF THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO.48121C0205G, DATED 2011/04/18, VIA SCALED MAP LOCATION AND GRAPHIC PLOTTING AND/OR THE NATIONAL FLOOD HAZARD LAYER (NFHL) WEB MAP SERVICE (WMS) AT http://hazards.fema.gov. Please provide these initials in the legend Please explain how stormwater will drain after leaving the parking lot Existing channel is changed. Please provide channel design and hydraulic calculation according to city ordinance 10.106(d)(9) Existing channel is changed. Please provide channel design and hydraulic calculation according to city ordinance 10.106(d)(9) 32 Item 6. OFFSITE AREA-1 PROJECT SITE Contours show the adjacent property to the north partly drains to project site. Please add this offsite to drainage maps and calculations. See mark-up on Sheet C5.0 33 Item 6. 34 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' OUOUOUOUOUOUOUOUOUOUOUOUOU OU OU OU OU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. PROJECT SITE 1.06 EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink PRE-DRAINAGE LEGEND DRAINAGE AREA NO. DRAINAGE AREA ACREAGE DRAINAGE FLOW DIRECTION DRAINAGE DIVIDE EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS PROJECT SITE 1.06 VICINITY MAP N.T.S. N SITE FLOOD PLAIN NOTE THIS PROPERTY LIES WITHIN ZONE(S) X (UNSHADED) OF THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO.48121C0205G, DATED 2011/04/18, VIA SCALED MAP LOCATION AND GRAPHIC PLOTTING AND/OR THE NATIONAL FLOOD HAZARD LAYER (NFHL) WEB MAP SERVICE (WMS) AT http://hazards.fema.gov. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 PRE-DRAINAGE PLAN C-5.0 NOTE REFER TO DOWNSTREAM ASSESSMENT REPORT FOR DOLLAR GENERAL PREPARED BY TRIANGLE ENGINEERING DATED JUN 06/08/2023 FOR MORE DETAILS NOTE REFER TO TXDOT DRAINAGE AREA MAP FOR OFFISTE BASIN Please update the drainage arrows Please call out the existing open channel Need to delineate the offsite area, Please update the H&H calculations. Code 10.106(d) Please submit this Please match Denton County Subdivision Rules and Regulations IV.1. 2 Rational Method Please match Denton County Subdivision Rules and Regulations IV.1. 2 Rational Method 35 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. NORTH FM 2450 RD BEGIN BLOCK WALL END PROPOSED BLOCK WALL END CURB WITH RETAINING WALL & BEGIN BLOCK WALL END BLOCK WALL BEGIN CURB WITH RETAINING WALL INSTALL 5' CURB CUT WITH ROCK RIP-RIP. INSTALL 5' CURB CUT WITH ROCK RIP-RIP. BEGIN CURB WITH RETAINING WALL END CURB WITH RETAINING WALL STA:0+00.00 INSTALL 1-4:1 SET HEADWALL WITH MIN 5'X5' GROUTED ROCK RIP-RAP AT OUTFALL 24" HDPE FLOWLINE=666.75 STA:2+57.76 INSTALL 1-4'X4' DROP INLET 24" HDPE FLOWLINE=668.53 INLET THROAT= 675.00 INLET TOP=676.00 258 LF OF 24" HDPE @ 1% SLOPE. DISCHARGE PROPOSED DOWN SPOTS THRU FACE OF CURB. GC TO VERIFY ROOF DRAIN SIZE AND LOCATION WITH MEP PLAN DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 PROJECT SITE 1.06 679 679 678 678 677 677 676 67 3 676 675 674 675 674 6 7 3 670 669 668 667 6 7 2 6 7 7 6 7 6 6 7 6 6 7 4 6 7 4 674 673 EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink POST-DRAINAGE LEGEND DRAINAGE FLOW DIRECTION DRAINAGE DIVIDE EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS MINOR CONTOURS MAJOR CONTOURS DRAINAGE AREA NO. DRAINAGE AREA ACREAGE HIGH POINT PROJECT SITE 464 465 VICINITY MAP N.T.S. N SITE FLOOD PLAIN NOTE THIS PROPERTY LIES WITHIN ZONE(S) X (UNSHADED) OF THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO.48121C0205G, DATED 2011/04/18, VIA SCALED MAP LOCATION AND GRAPHIC PLOTTING AND/OR THE NATIONAL FLOOD HAZARD LAYER (NFHL) WEB MAP SERVICE (WMS) AT http://hazards.fema.gov. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 POST-DRAINAGE PLAN C-6.0 STEEL PLATE, DIAMOND PLATE. ANCHOR PLATE TO SIDEWALK 6" SIDEWALK CURB (TYP) 4" x 6" GUTTER DOWNSPOUT DOWNSPOUT DETAIL @ SIDEWALK N.T.S. NOTE REFER TO DOWNSTREAM ASSESSMENT REPORT FOR DOLLAR GENERAL PREPARED BY TRIANGLE ENGINEERING DATED JUN 06/08/2023 FOR MORE DETAILS NOTE REFER TO TXDOT DRAINAGE AREA MAP FOR OFFISTE BASIN Please add drainage arrows in proposed conditions. This is grading slope, not site drainage arrows This is drainage arrow based on proposed contour. Please specify where the water drains after leaving the parking lot The retaining wall is right on the existing channel. This change requires channel design and hydraulic calculations according to code 10.106(d)(9) This wall will block the offsite drainage. Please explain how to drain stormwater from north adjacent property. Existing channel is changed. Please provide channel design and hydraulic calculation according to city ordinance 10.106(d)(9) Rates of runoff in proposed conditions are much higher than existing conditions. Please explain the plan to reduce them. Otherwise, it's against the city code of ordinance 10.106(d). Please match Denton County Subdivision Rules and Regulations IV.1. 2 Rational Method Please show the drainage area value 36 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. NORTH FM 2450 RD DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 50 ' 11 ' PROPOSED TEMP.CONSTRUCTION ENTRANCE. PER TXDOT DETAILS. PROP.SILT FENCE SEE EROSION DETAILS. PROP.SILT FENCE PER TXDOT STD 24' 11' PROP.RIP RAP . SEE EROSION DETAILS. PROPOSED CONCRETE WASHOUT AREA. SEE EROSION DETAILS. PROP.RIP RAP FOR CURB CUT. SEE EROSION DETAILS. PROP.SILT FENCE PROTECTION FOR HEADWALL PER TXDOT STD PROP INLET PROTECTION. SEE EROSION DETAILS 679 679 678 678 677 677 676 67 3 676 675 674 675 674 6 7 3 670 669 668 667 6 7 2 6 7 7 6 7 6 6 7 6 6 7 4 6 7 4 674 673 EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink EROSION CONTROL LEGEND TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY SILT FENCE TEMPORARY COMPOST FILTER SOCK TEMPORARY CONCRETE WASHOUT AREA TEMPORARY INLET PROTECTION LIMITS OF DISTURBANCE HIGH POINT RIP RAP ROCK BERM VICINITY MAP N.T.S. N SITE EROSION CONTROL GENERAL NOTES 1.EVERY SOIL DISTURBING ACTIVITY SHALL HAVE AN ACCOMPANYING EROSION CONTROL PLAN . 2.THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) SHALL BE READILY AVAILABLE FOR REVIEW BY FEDERAL, STATE, OR LOCAL OFFICIALS. 3.NO SOIL DISTURBING ACTIVITIES WILL OCCUR PRIOR TO THE SWP3 AND ASSOCIATED BEST MANAGEMENT PRACTICES (BMP) BEING FULLY IMPLEMENTED AND THEN INSPECTED. 4.THE CONTRACTOR SHALL COMPLY WITH THE CITY'S STORM WATER ORDINANCE, THE TPDES GENERAL CONSTRUCTION PERMIT TXR150000 AND ANY OTHER STATE AND/OR LOCAL REGULATIONS. 5.THE SITE SHALL BE INSPECTED BY THE CONTRACTOR OR HIS REPRESENTATIVE WEEKLY, AND AFTER ANY MAJOR STORM. ADJUSTMENTS/REPAIRS TO THE EROSION CONTROL MEASURES SHOULD BE MADE AS NEEDED. 6.CONTRACTOR SHALL VEGETATE ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF GRADING ACTIVITIES. FINAL ACCEPTANCE OF A SITE SHALL BE CONTINGENT UPON VEGETATION BEING ESTABLISHED IN ALL DISTURBED AREAS. 7.ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR BETTER. 8.TEMPORARY STONE STABILIZED CONSTRUCTION ENTRANCE SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 24' WIDE X 50' LONG X 6" DEEP. (3"-5" COURSE AGGREGATE). PLACE FILTER FABRIC UNDER STONE . 9.THE CONCRETE WASHOUT AREA IS TO BE USED AS A VEHICLE WASH DOWN AREA FOR DEBRIS AND SOIL REMOVAL PRIOR TO EXITING THE SITE. EROSION CONTROL SUMMARY SITE GRADING, CONSTRUCTION OF PARKING LOT, UNDERGROUND AND ABOVE GROUND UTILITIES & CONSTRUCTION OF PROPOSED BUILDING. THE CONTRACTOR WILL SCHEDULE THE PROJECT IN A SERIES OF PHASES. IN GENERAL, THE SEQUENCE OF THESE PHASES WILL CONSIST OF: 1. INSTALL EROSION CONTROL BMP'S. 2. BEGIN EARTHWORK. 3. INSTALL WET AND DRY UTILITIES. 4. INSTALL STORM SEWER LINES AND INLETS. 5. BEGIN SITE GRADING. 6. INSTALL CURBS, DRIVEWAY AND PARKING LOT. 7. POUR BUILDING FOUNDATION PAD. 8. BEGIN VERTICAL BUILDING CONSTRUCTION. 9. INSTALL TREES, SHRUBS, ETC. AND RESTORE ALL DISTURBED VEGETATION. 10. REMOVAL OF EXISTING EROSION CONTROL BMP'S & INSTALLATION OF PERMANENT EROSION CONTROL BMP'S. SOIL DISTURBING ACTIVITIES WILL INCLUDE CLEARING & GRUBBING, GRADING, TRENCHING IN PREPARATION FOR INSTALLING UTILITIES, BUILDING PAD, PARKING LOT, EROSION & SEDIMENTATION CONTROLS AND TOPSOIL WORK FOR FINAL PLANTING AND SEEDING. PROJECT DESCRIPTION: SEQUENCE OF ACTIVITIES: SOIL DISTURBING ACTIVITIES: TOTAL PROJECT AREA: TOTAL DISTURBED AREA: 1.064 ACRES 1.1 ACRES SOIL STABILIZATION PRACTICES: SELECT T = TEMPORARY OR P = PERMANENT MULCHING (HAY OR STRAW) BUFFER ZONES PLANTING EROSION & SEDIMENT CONTROLS SEEDING SODDING PRESERVATION OF NATURAL RESOURCES FLEXIBLE CHANNEL LINER RIGID CHANNEL LINER SOIL RETENTION BLANKET COMPOST MANUFACTURED TOPSOIL EROSION CONTROL BLANKET T P (AS APPLICABLE) P Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 EROSION CONTROL PLAN C-7.0 37 Item 6. SIDE OF POST TO UPSTREAM ATTACH SECURELY FILTER FABRIC PONDING HT. BACKFILL WITH COMPACTED 4" x 6" TRENCH 12" MIN. 36" HIGH MAX. WOOD POST STEEL OR RUNOFF TRENCH WITH NATIVE BACKFILL STANDARD DETAIL EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST WIRE SUPPORT FENCE 10' MAX. SPACING WITH 6' MAX SPACING WITHOUT WIRE SUPPORT FENCE FLOW FLOW FLOW NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL N.T.S. BE R M BERM BERM 3:1 3:1 3:1 3:18 X 8 MIN. 8 X 8 MIN. 24' MIN. 4' MIN. 3' MIN. 2% SLOPE CONCRETE BERM AROUND THE PERIMETER 12" TYP. >4 1 11 UNDISTURBED OR COMPACT SOIL A A CONSTRUCTION ENTRANCE. >3 >3 CONCRETE WASHOUT AREA DETAIL N.T.S. CONSTRUCTION ENTRANCE. NOTES 1.SEE PLAN VIEW FOR CWA INSTALLATION LOCATION. 2.DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRANAIGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS WITH INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINE ABOVE GROUND STORAGE SHOULD BE USED. 3.THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4.CWA SHALL INCLUDE FLAT SUBSURFACE PIT THAT IS AT LEAST 8' x 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5.BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6.VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8.USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. 9.INSPECT BMPs EACH WORKDAY, AND MAINTAIN IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 10.FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 11.WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 12.THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 13.CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN SHALL BE TRANSPORTED FROM THE JOB SITE IN A CONTAINER AND DISPOSED OF PROPERLY. 14.THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 15.WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BE THE LOCAL JURISDICTION. CURB INLET PROTECTION DETAIL COMPOST FILTER SOCK DETAIL N.T.S. PLACE A SANDBAG AT EACH END OF SOCK TO HOLD IN PLACE. COMPOST FILTER SOCK F L O W FLOW FLOW AREA/GRATE INLET PROTECTION DETAIL N.T.S. COMPOST FILTER SOCK SIZE VARIES. SEE PLANS AND NOTES. S U R F A C E F L O W T Y P . WIRE TIED (TYP.) SECURE WITH ZIP-TIE WHEN STAKING IS NOT FEASIBLE OR DESIRED COMPOST FILTER SOCK INLET RIP-RAP PAD FOR SLOPE PROTECTION DETAIL PLACE RIP-RAP IN ALL AREAS INDICATED ON THE DRAWING.THE STONE SHALL CONSIST OF FIELD STONE OR ROUGH, UNHEWN QUARRY STONE AS NEARLY UNIFORM IN SECTION AS IS PRACTICAL. THE STONES SHALL BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDED, UNLESS OTHERWISE SPECIFIED, ALL STONES USED AS RIP-RAP SHALL WEIGH BETWEEN 50-150 POUNDS EACH, AND AT LEAST 60 PERCENT OF THE STONES SHALL WEIGH MORE THAN 100 POUNDS EACH. N.T.S. EROSION CONTROL DETAILS C-7.1TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO #658 CURB CUT WITH RIP RAP N.T.S. GRADE. SEE SPECIFICATIONS. SET FLUSH WITH THE FINISH HAND PLACED RIP RAP PAD, 6" B B A CURB CURB GUTTER PAVING SEE PLANS PER EROSION CONTROL PLAN A CURB CURB SEE PLANS USAGE NOTES: 1. ANCHORING STAKES SHALL BE SIZED, SPACED, AND BE OF A MATERIAL THAT EFFETIVELY SECURES THEFILTER SOCK. STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET. 2. OVERLAP ENDS OF SOCK PER MANUFACTURES RECOMMENDATIONS. (1'MIN. 3'MAX.) 3. USE 8'' TO 12'' DIA. SOCK ON CUBSIDE IN TRAFFIC AREAS. 4. USE 12'' - 18'' DIA. SOCK IN NON-TRAFFIC AREAS OR AREAS WHERE SAFETY IS NOT A CONCERN. DESIGN CRITERIA: COMPOST FILTER SOCKS ARE DESIGNED TO RETAIN SEDIMENT TRANSPORTED IN SHEET FLOW FROM DISTURBED AREAS. COMPOST FILTER SOCKS PERFORM THE SAME FUNCTION AS SILT FENCE, ALLOW A HIGHER FLOW RATE, AND ARE USUALLY FASTER AND CHEAPER TO INSTALL. WHERE ALL RUNOFF IS TO BE TREATED BY THE COMPOST FILTER SOCK THE MAXIMUM SLOPE LENGTH BEHIND THE COMPOST FILTER SOCK SHALL NOT EXCEED THOSE SHOWN IN TABLE 1. THE DRAINAGE AREA SHALL NOT EXCEED 14 ACRE FOR EVERY 100 FT OF COMPOST FILTER SOCK. THE SEDIMENT AND POLLUTANT REMOVAL PROCESS CHARACTERISTIC TO COMPOST FILTER SOCKS COMBINES BOTH FILTERING AND DEPOSITION FROM SETTLING SOLIDS.THIS IS DIFFERENT THAN METHODS THAT RELY ON PONDING FOR DEPOSITION OF SOLIDS FOR SEDIMENT CONTROL,SUCH AS SILT FENCE. PONDING OCCURS WHEN WATER FLOWING TO THE COMPOST FILTER SOCK ACCUMULATES FASTER THAN THE HYDRAULIC FLOW THROUGH RATE OF THE COMPOST FILTER SOCK. HYDRAULIC FLOW-THROUGH RATS FOR COMPOST FILTER SOCKS ARE 50% GREATER THAN SILT FENCE FILTER FABRIC. GREATER HYDRAULIC FLOW-THROUGH RATES REDUCE PONDING. COMPOST FILTER SOCKS SHALL MEET THE NETTING SPECIFICATIONS IN TABLE 22. COMPOST FILTER SOCKS SHALL MEET THE SPECIFICATIONS IN TABLE 3. COMPOST USED IN COMPOST FILTER SOCKS SHALL MEET THE SPECIFICATION DESCRIBED UNDER COMPOST FILTER MEDIA SPECIFICATIONS. A 12 INCH DIAMETER COMPOST FILTER SOCK SHALL BE USED ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO SIX MONTHS. A 12 INCH DIAMETER COMPOST FILTER SOCK MAY ALSO BE USED ON MINOR PROJECTS, SUCH AS RESIDENTIAL HOME SITES OR SMALL COMMERCIAL DEVELOPMENTS. CONSTRUCTION SPECIFICATIONS: THE COMPOST FILTER SOCK SHALL BE INSTALLED ACCORDING TO THIS SPECIFICATION, AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 1. COMPOST FILTER SOCKS SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER DISTURBED AREA. IN EXTREME CONDITIONS (I.E., 2:1 SLOPES), A SECOND COMPOST FILTER SOCK SHALL BE CONSTRUCTED AT THE TOP OF THE SLOPE. 2. STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF THE COMPOST FILTER SOCK ON 10 FT (3M) CENTERS, USING 2 IN (50MM) BY 2 IN (50MM) BY 3 FT (1M) WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN COMPOST FILTER SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE COMPOST FILTER SOCKS TO HELP STABILIZE DURING RAINFALL/RUNOFF EVENTS. 3. STAKING DEPTH FOR SAND AND SILT LOAM SOILS SHALL BE 12 IN (300MM), AND 8 IN (200MM) FOR CLAY SOILS. 4. LOOSE COMPOST MAY BE BACKFILLED ALONG THE UPSLOPE SIDE OF THE COMPOST FILTER SOCK, FILLING THE SEAM BETWEEN THE SOIL SURFACE AND THE DEVICE, IMPROVING FILTRATION AND SEDIMENT RETENTION. 5. IF THE COMPOST FILTER SOCK IS TO BE LEFT AS A PERMANENT FILTER OR PART OF THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION FOR ESTABLISHMENT OF PERMANENT VEGETATION. THE ENGINEER WILL SPECIFY SEED REQUIREMENTS. 6. COMPOST FILTER SOCKS ARE NOT TO BE USED IN PERENNIAL, EPHEMERAL, OR INTERMITTENT STREAMS. MAINTENANCE: SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT OF THE BARRIER. COMPOST FILTER SOCKS SHALL BE REPLACED WHENEVER IT HAS DETERIORATED TO SUCH AN EXTENT THAT THE EFFECTIVENESS OF COMPOST FILTER SOCK IS REDUCED. COMPOST FILTER SOCKS SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL SEDIMENT ACCUMULATION AT THE COMPOST FILTER SOCK SHALL BE REMOVED AND PROPERLY DISPOSED OF BEFORE THE COMPOST FILTER SOCK IS REMOVED. COMPOST FILTER MEDIA SPECIFICATIONS: COMPOST USED FOR COMPOST FILTER SOCK FILLER MATERIAL (FILTER MEDIA) SHALL BE WEED FREE AND DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER. THE COMPOST SHALL BE PRODUCED USING AN AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS INCLUDING TIME AND TEMPERATURE DATA. THE COMPOST SHALL BE FREE OF ANY REFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TO PLANT GROWTH. NON-COMPOSTED PRODUCTS WILL NOT BE ACCEPTED. TEST METHODS FOR THE ITEMS BELOW SHOULD FOLLOW US COMPOSTING COUNCIL TEST METHODS FOR THE EXAMINATION OF COMPOSTING AND COMPOST GUIDELINES FOR LABORATORY PROCEDURES: A. PH _5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A, "ELECTROMETRIC PH DETERMINATIONS FOR COMPOST" B. PARTICLE SIZE -99% PASSING A 2 IN (50MM) SIEVE AND A MAXIMUM OF 40% PASSING A 3 8 IN (9.5MM) SIEVE, IN ACCORDANCE WITH TMECC 02.02-B, "SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION". (NOTE- IN THE FIELD, PRODUCT COMMONLY IS BETWEEN 12 IN [12.5MM] AND 2 IN [50MM] PARTICLE SIZE.) C. MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TEST METHODS FOR MOISTURE DETERMINATION. D. MATERIAL SHALL BE RELATIVELY FREE (<1% BY DRY WEIGHT) OF INERT OF FOREIGN MAN MADE MATERIALS. E. A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, COMPOST FILTER SOCK NOTES N.T.S. 38 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. SEPTIC AREA (3,500 SF) FDC NORTH FM 2450 RD DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 4" THICK CONCRETE SIDEWALK. SEE DETAIL. BEGIN PROPOSED BLOCK WALL. END PROPOSED BLOCK WALL. BEGIN PROPOSED WOOD PRIVACY FENCE END PROPOSED WOOD PRIVACY FENCE EXISTING FENCE RAMP DOWN TO PAVEMENT 4" THICK CONCRETE SIDEWALK. SEE DETAIL. 7" HEAVY DUTY CONCRETE PAD FOR DUMPSTER ENCLOSURE. SEE PAVING DETAIL PROP CONCRETE CURB (TYP) PROPOSED EXPANSION JOINT SEE DETAIL PROPOSED SAW CUT.SEE DETAIL PROPOSED FIRE HYDRANT LIGHTED DOLLAR GENERAL PYLON SIGN PROPOSED DROP INLET PROP CONCRETE CURB (TYP) PROPOSED EXPANSION JOINT SEE DETAIL PROPOSED SAW CUT.SEE DETAIL PROPOSED 5' CURB CUT BEGIN PROPOSED CURB WITH RETAINING WALL END PROPOSED CURB WITH RETAINING WALL & BEGIN BLOCK WALL BEGIN PROPOSED CURB WITH RETAINING WALL END PROPOSED BLOCK WALL PROPOSED SEPTIC UNIT AND SAMPLE PORT PROPOSED HEADWALL RELOCATED TRAFFIC SIGN PP JACK AND BORE 8" WATER LINE & INSTALL STEEL ENCASEMENT PER TXDOR REQ. (TXDOT UIR PERMIT REQUIRED PRIOR TO ANY IMPROVEMENTS WITHIN TXDOT EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink PAVING LEGEND SAWCUT JOINT (@ 15 'MAX.) EXPANSION JOINT (@ 60' MAX.) 5" LIGHT DUTY CONCRETE 7" HEAVY DUTY DUMPSTER CONCRETE 4" SIDEWALK TXDOT DRIVEWAY SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT SEPTIC UNIT FIRE HYDRANT DOMESTIC WATER METER IRRIGATION METER FIRE DEPARTMENT CONNECTION-FDC VICINITY MAP N.T.S. N SITE PAVING GENERAL NOTES 1.STRIP & REMOVE FROM THE CONSTRUCTION AREA ALL TOPSOIL, ORGANICS & VEGETATION TO A MINIMUM DEPTH OF 6 INCHES. 2.CONTROL JOINTS FORMED BY SAWING ARE RECOMMENDED BOTH LONGITUDINAL AND TRANSVERSE DIRECTIONS. CONTROL JOINT SHALL BE SAWED WITHIN 3 HOURS AFTER PLACING CONCRETE. JOINTS SHALL BE PROPERLY CLEANED AND SEALED AS SOON AS POSSIBLE AFTER JOINTS ARE CUT. 3.DRAINAGE SHOULD BE MAINTAINED AWAY FROM THE FOUNDATION, BOTH DURING AND AFTER CONSTRUCTION. WATER SHOULD NOT BE ALLOWED TO POND NEAR THE FOUNDATION. THE FOLLOWING ITEMS SHOULD PROVIDE FOR POSITIVE DRAINAGE OF WATER AWAY FROM THE FOUNDATION: SIDEWALKS AND OTHER CONCRETE FLAT WORK, PARKING AREAS, DRIVEWAYS AND OTHER SURFACE DRAINAGE FEATURES, AND LANDSCAPING. 4.FRENCH DRAINS ARE RECOMMENDED AROUND ANY SLABS WHERE SEEPING GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION. 5.SIDEWALK AROUND THE BUILDING SHALL NOT BE STRUCTURALLY CONNECTED TO THE BUILDING FOUNDATION UNLESS IT'S NOTED ON THE STRUCTURAL PLANS. 6.ALL EXPANSION JOINTS AND CRACK CONTROL JOINTS SHOULD BE SEALED TO PREVENT THE INFILTRATION OF WATER INTO THE SUBSURFACE. THIS IS PARTICULARLY IMPORTANT AROUND IRRIGATED LANDSCAPING AND ALONG THE DRAINAGE PATH OF ROOF DOWNSPOUTS. 7.LANDSCAPE ISLANDS SHOULD BE BACKFILLED WITH LOW PLASTICITY CLAYS TO REDUCE WATER INTRUSION INTO THE SUBSURFACE PAVEMENT STRUCTURES. CURBS SHOULD BE PROVIDED WITH WEEP HOLES IN LANDSCAPE AREAS TO REDUCE THE BUILD UP OF HYDROSTATIC PRESSURE AND TO REDUCE THE INTRUSION OF WATER INTO THE SUBSURFACE MATERIAL. 8.CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH, UNLESS OTHERWISE NOTED ON THE SITE/GRADING PLANS. 9.THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY/MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. 10.MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, ETC. SHALL BE ADJUSTED TO FINISHED GRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING. 11.SEE IRRIGATION PLAN FOR IRRIGATION SLEEVE PLACEMENT PRIOR TO PAVING CONSTRUCTION. 12.GC TO FOLLOW PAVEMENT & SUB GRADE THICKNESS PER GEO TECH RECOMMENDATION ON SOIL REPORT Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 PAVING PLAN C-8.0 39 Item 6. 1 1/4" MIN. CLEARANCE T DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY ENGINEER TRANSLUCENT DOWEL SLEEVE (CLOSED END TO FIT DOWEL & BE SECURED) TO BE INSTALLED 2' C-C. REDWOOD OR SYNTHETIC EXPANSION JOINT FILLER T/ 2 (SPACED 30 FT. MAXIMUM; LOCATE AT STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) HOT POURED RUBBER JOINT SEALING COMPOUND 1" MIN. 3/4"± 24" #6 SMOOTH DOWEL 16" DOWEL COATING 11"2" MIN. TYPICAL EXPANSION JOINT DETAIL N.T.S. 1. CONTRACTOR TO VERIFY WITH CITY REQUIREMENTS. SHOULD THE CITY REQUIREMENTS DIFFER FROM DETAIL, THE CITY REQUIREMENTS WILL SUPERCEDE. 2. CONTRACTOR TO VERIFY REQUIREMENTS FOR INSTALLATION OF PAVEMENT IN FIRE LANE. CONTRACTOR TO INSTALL ACCORDING TO LOCAL, STATE OR GOVERNMENT JURISDICTION. NOTE: 7" CONCRETE PAVEMENT N.T.S. REFER TO GEOTECH REPORT FOR SUBGRADE PREPARATION. NO. 4 REINFORCING STEEL BARS @ 18" O.C.E.W. IN CENTER OF SLAB. 7" 6" 7" REINFORCED HEAVY DUTY CONCRETE PAVING WITH MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3,600 PSI. AS SPECIFIED IN PAVING DETAIL PAVING BASE AND SUBGRADE 2T 12" MIN. THICKENED EDGE OF PAVING DETAIL N.T.S. T PAVING DETAILS C-8.1TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO #658 #3 DEFORMED REBAR ON 18" CENTERS BOTH WAYS SUPPORTED BY PLASTIC C MONOLITHIC BROOM FINISH 3,000 P.S.I. @ 28 DAYS CONCRETE COMPACTED SUBGRADE (PER SOIL REPORT) 6' MAX. 4" 3 8" R38" R 1 1 / 2 " 6' MAX 6' MAX. 5' A A 1/2" NON-EXTRUDED PRE-FORMED EXPANSION MATERIAL 3 8" R 3" MIN. 1"MIN. LIGHT BRUSH FINISH #3 REBAR @ 18" O.C. EACH WAY TRANSLUCENT PVC EXPANSION CAP THIS HALF OF DOWEL TO BE COATED WITH ASPHALT#4X24" SMOOTH ROUND BAR 24" O.C. SECTION A-A SECTION B-B B B SIDEWALK DETAIL N.T.S. HOT POURED RUBBER JOINT SEALING COMPOUND VERTICAL SAW CUT 1/8" TO 3/16" WIDE REBAR PER PAVING PLAN OR SOIL REPORT T T/ 2 T/4 TYPICAL SAW CUT DETAIL N.T.S. 6" 3" 3/8" R 3" R 6" (TYP.) 1:3 BATTER 1 1/2" R. T PA V E M E N T TH I C K N E S S TYPICAL CURB DETAIL N.T.S. R-3" SEE GRADING PLAN PAVING GRADE- 6" SUBGRADE PREPARATION PER SOIL REPORT R-3" #4 BARS @16"O.C. IN RETAINING WALL TO 4' HEIGHT. 6" TH.3600 PSI CONCRETE #3 HOOPS-USE ONLY IF CURB IS SUPERIMPOSED AFTER PAVING SLAB IS POURED 1' - 6 " 6' VA R I E S #4 BARS @16"O.C. IN RETAINING WALL TO 4' HEIGHT. 3'-0 MIN HOZIZONTAL LENGTH VARIABLE HEIGHT CURB W/RETAINING WALL DETAIL N.T.S. 6" CURB W/RETAINING WALL DETAILS REFER TO GEOTECH REPORT FOR SUBGRADE PREPARATION. 1. CONTRACTOR TO VERIFY WITH CITY REQUIREMENTS. SHOULD THE CITY REQUIREMENTS DIFFER FROM DETAIL, THE CITY REQUIREMENTS WILL SUPERCEDE. 2. CONTRACTOR TO VERIFY REQUIREMENTS FOR INSTALLATION OF PAVEMENT IN FIRE LANE. CONTRACTOR TO INSTALL ACCORDING TO LOCAL, STATE OR GOVERNMENT JURISDICTION. NOTE: 5" 8" 5" REINFORCED LIGHT DUTY CONCRETE PAVING WITH MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3,600 PSI. 5" CONCRETE PAVEMENT N.T.S. FIBER MESH REINFORCEMENT COORDINATE WITH SUPPLIER FOR MIX DESIGN AND REPLACEMENT RATIOS VARIABLE HEIGHT BLOCK RETAINING WALL N.T.S. β 40 Item 6. F . M . H I G H W A Y 4 5 5 V O L . 3 3 2 , P G . 1 ( S H O W N A S F . M . H I G H W A Y 4 2 5 ) T X D O T R . O . W . M A P D A L 0 8 1 6 0 2 A B C O R R E C T S T O F . M . H I G H W A Y 4 5 5 D . R . D . C . T . 5 0 ' R . O . W . 677.33' OUOUOUOUOUOUOUOUOUOUOUOUOUOU OU OU OU OU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. SEPTIC AREA (3,500 SF) PROP. 10' WATER EASEMENT !!CAUTION!! EXISTING UNDERGROUND UTILITIES !!CAUTION!! EXISTING UNDERGROUND UTILITIES FDC PROP. 10' DRAINAGE EASEMENT NORTH FM 2450 RD DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 INSTALL: 1-CLEAN OUT FL@4"=667.17' INSTALL: 1-4" SAMPLE WELL RIM=669.25' FL@4" SAMPLE WELL=666.80' SANITARY SERVICE POINT OF ENTRY FL@4" (DBL)=670.50' INSTALL: 1-CLEAN OUT FL@4"=670.14' STA:0+61.76 WATER LINE 'A' IRRIGATION SERVICE INSTALL: 1-8"X1" REDUCER. 1-1" IRR. METER WITH RPZ 1- 9 LF OF 1" WATER LINE STA:0+55.16 WATER LINE 'A' INSTALL: 1-8"X6" CONNECTION 1-CITY STD FIRE HYDRANT 1-6" VALVE (PER CITY STD) 1- 16 LF OF WATER LINE STA:0+58.06 WATER LINE 'A' FIRE SERVICE CONNECTION INSTALL: 1-8"X6" CONNECTION 1-6" VALVE (PER CITY STD) 1- 137 LF OF WATER LINE TO THE BUILDING STA: 51.37 WATER LINE 'A' DOMESTIC WATER SERVICE INSTALL: 1-8"X1" CONNECTION. 1-1" DOM. METER WITH RPZ 1- 120 LF OF 1" WATER LINE TO THE BUILDING. TELEPHONE SERVICE POINT OF ENTRY ELECTRIC SERVICE POINT OF ENTRY ELEC & TELE. SERVICE PROPOSED UNDERGROUND ELECTRIC, TELEPHONE SERVICE.GC TO INSTALL SECONDARY CONDUIT & SECONDARY WIRE FROM BUILDING TO PROPERTY LINE AND COORDINATE W/LOCAL SERVICE PROVIDER PROPOSED HEADWALL 258 LF OF 24" HDPE @ 1.00% SLOPE. SEE SHEET C-6.0 FOR MORE DETAILS PROPOSED 4'X4' DROP INLET FIRE DEPARTMENT CONNECTION. 4" SEWER LINE @2% SLOPE GC TO FIELD VERIFY SIZE, LOCATION & DEPTH OF EXISTING WATER LINE PRIOR TO CONNECTION INSTALL: 1-GREASE TRAP RIM=669.27' FL@4"UNIT (IN)=667.05' FL@4" UNIT (OUT)=666.90' NOTE: REFER ONSITE SEWAGE FACILITY MANAGEMENT REPORT FOR MORE DETAILS NOTE TO GC ·FIELD VERIFY SIZE, LOCATION AND DEPTH PRIOR TO CONNECTION AND COORDINATE WITH TXDOT. ·GC TO ADJUST PROPOSED FLOW LINES DEPENDING ON EXISTING DEPTH AND MAKE SURE TO MAINTAIN 2' VERTICAL CLEARANCE BETWEEN ANY UTILITY CROSSINGS. 10 ' STA:0+00.00 WATER LINE 'A' POINT OF CONNECTION. INSTALL: 1-8"X8" CONNECTION. 2-8" VALVE. JACK & BORE 8" WATER LINE & INSTALL STEEL ENCASEMENT PER TXDOR REQUIREMENTS. (TXDOT UIR PERMIT REQUIRED PRIOR TO ANY IMPROVEMENTS WITHIN TXDOT ROW). UTILITY CROSSING GC TO MAKE SURE IF THE PROPOSED UTILITY LINES HAVE ENOUGH VERTICAL CLEARANCE. MIN 2' REQ. PP POLE MOUNTED TRANSFORMER UTILITY LEGEND GAS LINE UNDERGROUND TELEPHONE LINE SANITARY SEWER LINE WATER MAIN STORM LINE STORM SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT UNDERGROUND ELECTRIC LINE SEPTIC UNIT FIRE HYDRANT DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER DOMESTIC WATER LINE STORM SEWER CLEANOUT FIRE DEPARTMENT CONNECTION-FDC LIGHT POLE POWER POLE EXISTING LEGEND · 356.7' air conditioner borehole cable tv electric meter fence or handrail fire dept. connection fire hydrant fire lane guard rail grease trap bollard grate inlet gas meter gas line utility pole anchor irrigation valve landscape or tree line landscape electric box landscape light light pole mailbox monitoring well overhead utility lines pool equipment road sign roof drain silt fence spot elevation sanitary sewer manhole sanitary sewer pipe storm water manhole storm water pipe telephone manhole tank fill lid telephone riser traffic signal pole unknown manhole utility clean out utility cabinet utility vault utility markings (line color = color of markings) utility pole utility pole with riser utility sign water shutoff water valve water manhole water meter well water line one-foot contour lines tree trunk (with canopy) caliper inches at breast height ornamental tree multiple trunks ST W W Google 360 Hyperlink VICINITY MAP N.T.S. N SITE UTILITY GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY/UTILITY COMPANY STANDARDS. 2.FIELD VERIFY LOCATION OF EXISTING WATER MAIN , SEWER MAIN, GAS, TELEPHONE AND ELECTRICAL LINE. POT HOLE RECOMMENDED PRIOR TO CONSTRUCTION BEGIN. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH UTILITY SERVICE PROVIDERS. 3.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 4.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 5.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 6.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 7.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 8.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. ID D I WATER METER & SANITARY SEWER SCHEDULE TYPE SIZE NO. DOMESTIC 1"1 IRRIGATION 1"1 SANITARY SEWER 4" Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO # 658 Scale: 1" = 'Feet 0 20 40 UTILITY PLAN C-9.0 NOTES ALL WORK WITHIN TXDOT REQUIRE SEPERATE PERMIT ISSUED BY TXDOT 41 Item 6. 5/8"7 1/2" A B E C 3/4" H GD F C LENGTHMETER SIZE 1"11" R. O . W . MET E R B O X LC 36C STD. PART NUMBER DFW36C-SBSM* DFW36C-BODY* DFW36C-SBSM-LID*1-3/4"LID = 10" 36C 36C STD. STD. 12-1/4" 12-1/4"TOP = 13-3/4" BASE = 10" LID = 15" TOP = 19" BASE = 18-1/4" SERIES SIZE HEIGHT WIDTH LENGTH * ROTEC BY DFW PLASTICS INCORPORATED OR APPROVED EQUAL. I J 4"-6" MAXIMUM SLOPE 1/4"/FT. FRONT TO BACK OR BACK TO FRONT BOX TO BE LEVEL SIDE TO SIDE MATERIAL LIST: A.SERVICE CLAMP REQUIRED. B.1" CORPORATION STOP - SERVICE PIPE OUTLET. (SEE NOTE #2) C.1" SERVICE PIPE. D.LOCKING ANGLE METER STOP; SERVICE PIPE INLET X SWIVEL COUPLING NUT OUTLET: ·FOR 5/8" AND 3/4" METERS: 1" X 3/4" ·FOR 1" METERS: 1" X 1" ·SEE NOTE #2 E.PLASTIC RECTANGULAR METER BOX. (SEE TABLE BELOW) F.PIPE CASING WHERE APPLICABLE. (AS PER DETAIL WT-01) G.WATER METER, CENTERED IN BOX. (SEE TABLE BELOW) H.WATER METER COUPLING; MALE I.P.T. X SWIVEL COUPLING NUT: ·FOR 5/8" AND 3/4" METERS: 3/4" X 8 1/2" LONG. ·FOR 1" METERS: LENGTH OF PIPE TO BE DETERMINED BY CONTRACTOR. EXTEND PIPE TO 4"-6" OUTSIDE OF METER BOX. I.BRONZE GATE VALVE: NON-RISING STEM (3/4" OR 1") FEMALE I.P.T. (PROPERTY OWNERS CUT-OFF OUTSIDE METER BOX IN SEPARATE VALVE CAN WITH LID. J.3/4" OR 1" PIPE MEETING CITY CODE REQUIREMENTS. NOTES: 1.SERVICE PIPE SHALL BE COPPER TUBE SIZE. IT MAY BE 150 PSI ANNEALED SEAMLESS TYPE "K" COPPER TUBING OR 200 PSI BLACK COLORED POLYETHYLENE HAVING A DIMENSION RATIO OF 9 (DR9). 2.ALL STAINLESS STEEL INSERTS THAT COME WITH COMPRESSION FITTINGS SHALL NOT BE USED ON ANY CONNECTIONS. 3.SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH 8 MIL. POLYETHYLENE FILM. 4.TOP OF BOXES SHALL BE 1" ABOVE FINISHED GRADE. 5.PIPING AND TUBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 510.3 OF THE STANDARD SPECIFICATIONS. SPECIAL ATTENTION IS CALLED TO "PIPE BEDDING ENVELOPE" AND "BACKFILLING", SECTIONS 510.3 (14) AND 510.3 (25), RESPECTIVELY. 6.AXIS OF METER ASSEMBLY (LINE THROUGH METER STOP, METER, PIPING AND OWNERS CUTOFF) SHALL BE 10" BELOW TOP OF BOX. 7.SLOTS PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND OUT OF BOX, SHALL NOT BE MODIFIED. 8.LOCATION OF METER BOXES SHALL BE SUBJECT TO THE APPROVAL OF THE C.O.R.R. 7 1/2" 1" & 3/4" WATER METER DETAIL N.T.S. 90 LBS. OF CONCRETE EACH. CONCRETE THRUST BLOCKS, SIDE. SERVICE LENGTH AND WIDTH. DEVICE AS SPECIFIED. REDUCED PRESSURE BACKFLOW HE I G H T A S PE R L O C A L CO D E . 4" THICK MIN. CONCRETE PAD. NIPPLE, TYPICAL. GALVANIZED ELL AND MAIN LINE, SIZE PVC COUPLER OR REDUCER AS REQ., TYP. AS PER PLANS. BACKFLOW COVER AS SPECIFIED. AND ELL AS REQUIRED. GALVANIZED NIPPLES GALVANIZED UNIONS GALVANIZED RISERS. AT EACH SIDE. COVER SIZE + 6" RP BACKFLOW WITH ENCLOSURE DETAIL N.T.S. 7"10"7"10" 12 " 3" 45° 1/8" PER FT. MIN.FLOW 45° CLEANOUT LC 4" DIA. PVC RISER SANITARY SEWER DOUBLE CLEAN-OUT N.T.S. PROPOSED FINISHED SURFACE OR A.C. PAVEMENT CONSTRUCT CONCRETE (CLASS 520-C-2500) AROUND FRAME AND PIPE MAINLINE WYE FITTING MAINLINE SEWER PIPE 4" DIA. P.V.C. 45° BEND 4" P.V.C. SLEEVE-THREADED ADAPTER WITH 4" DIAMETER BRASS THREADED FERRULE MAINLINE WYE FITTING FLOW MAINLINE SEWER PIPE CLEANOUT LC INSTALL ALHAMBRA FOUNDRY A-1240 HEAVY DUTY COVER AND FRAME OR EQUIVALENT. COVER SHALL BE MARKED "C.O."PROPOSED FINISHED GRADE OF DIRT SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION (M I N . ) SIZE OF RISER PIPE PER LOCAL CODES 10 " DIRECTION OF FLOW WYE CRUSHED STONE PER LOCAL CODES 12"12" 45° BEND THREADED PVC CLEANOUT PLUG ADJUSTABLE HEAD SANITARY SEWER CLEAN-OUT N.T.S. PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. 4" MIN. 2500 PSI P.C. CONCRETE COLLAR 1" IN GRASSY AREA 0" IN PAVED AREA HEAVY DUTY COVER W/ LETTERS "C.O." CAST GRADE SURFACE AWAY FROM CLEAN OUT SEWER SERVICE PIPE "WYE "CONNECTION EDGE OF PAVEMENT T-WYE SEWERSERVICE PIPE 4' - 0 " M I N . ED G E O F P A V E M E N T TOP VIEW SEWER MAIN ELEVATION 45~DEG.~BEND RUBBER CAP W/ CLAMP SERVICE LINE TO THE BLDG. EXISTING SEWER MAIN FL O W D I R E C T I O N SERVICE LINE TO THE BLDG. SEWER TAP DETAIL N.T.S. OR B A C K O F C U R B UNDISTURBED SOIL, CALICHE LOOSE OR SPONGY SOIL LIMESTONE SOIL TYPE B. MAXIMUM SOIL BEARING: + 50% SURGE ALLOWANCE A. PRESSURE OF 150 P.S.I. (ACTUAL IF HIGHER) THRUST BLOCK DESIGN AS FOLLOWS:PRESSURE 4,000 LBS./SQ. FT. 2,000 LBS./SQ. FT. 1,500 LBS./SQ. FT. C. ALL PIPE & FITTING TO BE WRAPPED WITH 40 PLASTIC MIL. VERTICAL BEND TEE/OUTLET HORIZONTAL BEND PI P E O . D . + 4 " 2" 6"-12"6" PROPOSED MAIN ADEQUATE TO CLEAR JOINT AND BOLTS PI P E O . D . + 4 " 2" 6" OU T L E T O. D . M I N PROPOSED MAIN O.D./2 TRENCH WIDTH NO. 5 REBAR O. D . + 6 " O. D . + 1 ' - 6 " 6" MIN. NO. 5 REBAR ONE FOR EACH LINEAR FOOT OF PIPE IN BEND 6"-12" THRUST BLOCK DETAIL N.T.S. UTILITY DETAILS C-9.1TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning Civil Engineering Construction Management DOLLAR GENERAL NE QUADRANT OF FM 2450 & CHAPMAN ROAD CITY OF SANGER ETJ DENTON COUNTY, TEXAS 76266 JAMES B.P. JANUARY SURVEY ABSTRACT NO #658 42 Item 6. 43 Item 6. 44 Item 6. 45 Item 6. 46 Item 6. 47 Item 6. 48 Item 6. 49 Item 6. 50 Item 6. 51 Item 6. 52 Item 6. 53 Item 6. 54 Item 6. 55 Item 6. 56 Item 6. 57 Item 6. 58 Item 6. 59 Item 6. 60 Item 6. 61 Item 6. 62 Item 6. 63 Item 6. 64 Item 6. 65 Item 6. OUOUOUOUOUOUOUOUOUOUOUOUOUOU OU OU OU OU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. SEPTIC AREA (3,500 SF) 7 6 11 11 PROP. 10' WATER EASEMENT FDC PROP. 10' DRAINAGE EASEMENT NORTH FM 2450 RD DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 PP 679 679 678 678 677 677 676 67 3 676 675 674 675 674 6 7 3 670 669 668 667 6 7 2 6 7 7 6 7 6 6 7 6 6 7 4 6 7 4 674 673 SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS WITH TEMPORARY IRRIGATION IN THE R.O.W. AREA ISSUE: DATE: SHEET NAME: SHEET NUMBER: 06.26.2023 LANDSCAPE PLAN L.1 DO L L A R G E N E R A L F. M . H W Y 2 4 5 0 SA N G E R , T E X A S LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM 100 20 40 01 LANDSCAPE PLAN SCALE 1"=20'-0" CH R I S TRON Z A N O S T A TE O F T E X A S T C E T H I R C A EPACSDNALDEE GE IS R RT 2204 06.26.2023 SOLID SOD NOTES LANDSCAPE NOTES 1.Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 3" below final desired grade in planting areas and 1" below final grade in turf areas. 2.Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3.All lawn areas to receive solid sod shall be left in a maximum of 1" below final finish grade. Contractor to coordinate operations with on-site Construction Manager. 4.Contractor to coordinate with on-site Construction Manager for availability of existing topsoil. 5.Plant sod by hand to cover indicated area completely. Insure edges of sod are touching. Top dress joints by hand with topsoil to fill voids. 6.Roll grass areas to achieve a smooth, even surface, free from unnatural undulations. 7.Water sod thoroughly as sod operation progresses. 8.Contractor shall maintain all lawn areas until final acceptance. This shall include, but not limited to: mowing, watering, weeding, cultivating, cleaning and replacing dead or bare areas to keep plants in a vigorous, healthy condition. 9.Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from local supply if necessary. 10.If installation occurs between September 1 and March 1, all sod areas to be over-seeded with Winter Ryegrass, at a rate of (4) pounds per one thousand (1000) square feet. 1.Contractor shall verify all existing and proposed site elements and notify Architect of any discrepancies. Survey data of existing conditions was supplied by others. 2.Contractor shall locate all existing underground utilities and notify Architect of any conflicts. Contractor shall exercise caution when working in the vicinity of underground utilities. 3.Contractor is responsible for obtaining all required landscape and irrigation permits. 4.Contractor to provide a minimum 2% slope away from all structures. 5.All planting beds and lawn areas to be separated by steel edging. No steel to be installed adjacent to sidewalks or curbs. 6.All landscape areas to be 100% irrigated with an underground automatic irrigation system and shall include rain and freeze sensors. 7.All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the drawings. 1. Fine grade areas to achieve final contours indicated on civil plans. 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of 1" below final finish grade. Contractor to coordinate operations with on-site Construction Manager. 4. Imported topsoil shall be natural, friable soil from the region, known as bottom and soil, free from lumps, clay, toxic substances, roots, debris, vegetation, stones, containing no salt and black to brown in color. 5. All lawn areas to be fine graded, irrigation trenches completely settled, and finish grade approved by the Owner's Construction Manager or Architect prior to installation. 6. All rocks 3/4" diameter and larger, dirt clods, sticks, concrete spoils, etc. shall be removed prior to placing topsoil and any lawn installation 7. Contractor shall provide (1") one inch of imported topsoil on all areas to receive lawn. GENERAL LAWN NOTES HYDROMULCH NOTES 1.All lawn areas to be Hydromulch Bermudagrass, unless noted otherwise on drawings. 2.Contractor shall scarify, rip, loosen all areas to be hydromulched to a minimum depth of 4" prior to topsoil and hydromulch installation. 3.Bermudagrass seed shall be extra hulled and treated lawn type and shall be delivered to the site in its original unopened container, and shall meet Texas State Law requirements. 4.Fiber: Shall be one hundred (100%) percent Wood Cellulose Fiber, delivered to the site in its original unopened container. 'Conweb' or equal. 5.Fiber Tack: Shall be delivered to the site in its original unopened container, and shall be 'Terro-Tack one', as manufactured by Growers, Inc., or equal. 6.Hydromulch with Bermudagrass seed at a rate of two (2) pounds per one thousand (1000) square foot. 7.Use a 4'x8' batter board against all beds areas. 8.If installation occurs between September 1 and April 1, all hydromulch areas to be Winter Ryegrass, at a rate of four (4) pounds per one thousand (1000) square feet. Contractor shall be required to re-hydromulch with Bermudagrass the following growing season. 9.In the event rye grass is necessary due to time of year installation, it shall be the responsibilty of the contractor to scalp existing grass, bag clippings, and scarify soil to a depth of 1" prior to pernament lawn grass installation. 10.All lawn areas to be hydromulched, shall have one hundred (100%) percent coverage prior to final acceptance. 11.Contractor shall maintain all lawn areas until final acceptance. This shall include but not be limited to: mowing, watering, weeding, cultivating, cleaning, and replacing dead or bare areas to keep plants in a vigorous, healthy condition. 12.Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from local supply as necessary. PLANT MATERIAL SCHEDULE - GROUNDCOVERS BOTANICAL NAME Cynodon dactylon '419' COMMON NAME '419' Bermudagrass SIZE REMARKS Solid Sod refer to notes QTYTYPE NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. FOR APPROVAL 06.08.2023 OWNER COMMENTS 06.26.2023 66 Item 6. ISSUE: DATE: SHEET NAME: SHEET NUMBER: 06.08.2023 LANDSCAPE DETAILS L.2 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM CH RI S TRON Z A N O S T A TE O F T E X A S T C E T H I R C A EPACSDNALDEE GE IS R RT 2204 06.08.2023 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE 1/2" MAXIMUM SIDEWALK PREPARED SOIL MIX PER SPECIFICATIONS SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES MULCH PER SPECIFICATIONS PREPARED SOIL MIX PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 03 SIDEWALK / MULCH DETAIL NOT TO SCALE 04 STEEL EDGING DETAIL NOT TO SCALE no steel along sidewalks NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS LAWN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECS. 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" 2" LAYER OF SPECIFIED BARK MULCH ROOTBALL, DO NOT DISTURB NOTE: POCKET PLANTING NOT ALLOWED FINISH GRADE REF. PLAN FOR SHRUB TYPE 05 SHRUB PLANTING DETAIL NOT TO SCALE SPACING PER PLANT LIST6"NATIVE SOIL PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PRIOR TO PLANTING GROUNDCOVER/ANNUALS. 12" MIN EDGE OF BED DD D A A PLANT ROW SPACING 'D' ROW SPACING 'A' PLANTS/10SF 8" O.C. 12" O.C. 15" O.C. 18" O.C. 6.9" 10.4" 13.0" 15.7" 26 12 7 5 A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 02 GROUNDCOVER PLANTING DETAIL NOT TO SCALE 6" 2X DIAMETER OF ROOTBALL 01 TREE PLANTING DETAIL NOT TO SCALE 6" TREES TO BE STAKED WITH 'ROOT ANCHOR' UNDERGROUND TREE STAKING SYSTEM BY TREE STAKE SOLUTIONS. INSTALL PER MANUFACTURES SPECIFICATIONS. ROOT ANCHOR TO BE SIZED PER MANUFACTURES SIZE CHART NATIVE SOIL, REF. SPECIFICATIONS 6" FINISH GRADE SCARIFY SIDES CRUSHED ROCK 2" LAYER MULCH, REF. SPECIFICATIONS REFERENCE PLAN FOR TREE TYPE DO NOT CUT CENTRAL LEADER 2" HIGH WATERING RING 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1" ABOVE EXISTING GRADE. REMOVE TOP 1/3 BURLAP. TREE STAKE SOLUTIONS- ROOT BALL ANCHOR- SIZED TO TREE. WWW.TREESTAKESOLUTIONS.COM DO L L A R G E N E R A L F. M . H W Y 2 4 5 0 SA N G E R , T E X A S FOR APPROVAL 06.08.2023 67 Item 6. OUOUOUOUOUOUOUOUOUOUOUOUOUOU OU OU OU OU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU F.M. HIGHWAY 2450 TXDOT R.O.W. MAP DAL235302AC NO DEDICATION FOUND CALLED VARIABLE WIDTH R.O.W. SEPTIC AREA (3,500 SF) 7 6 11 11 PROP. 10' WATER EASEMENT FDC PROP. 10' DRAINAGE EASEMENT NORTH FM 2450 RD DG-10,651 DOLLAR GENERAL (76'X140') F.F.E=675 PP 679 679 678 678 677 677 676 67 3 676 675 674 675 674 6 7 3 670 669 668 667 6 7 2 6 7 7 6 7 6 6 7 6 6 7 4 6 7 4 674 673 1" Water Meter with 1" D.C.A. to Include Wye Strainer, Isolation Valve, Master Valve, and Pressure Regulator Verify Size and Location Station Controller with Approved Rain/Freeze Sensor Verify Size and Location 4" SLEEVE 1.5" 1.5" 1.5" 1.5" 1.5"1.5" 1.5" 14.5 1" 17.9 1" 26 1" 26.8 1" 1" 1/2" 3/4" 1" 1.25" 1.25" 1/2"1/2" 1/2" 1/2" 1/2"1/2" 1/2" 1/2" 1/2"1/2" 3/4" 3/4" 3/4"3/4" 3/4"3/4" 3/4" 3/4" 1" 1" 1" 1"1"1" 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 1" 1" Water Pressure Calculations Water Meter Components- Pressure Losses Static Pressure (at the water meter)- 65 psi Design Pressure for Remote Zone- 55.4 psi Pressure Losses for Remote Zone and Meter Components- 20.4 psi Master Valve Pressure- 2 psi Pressure Requlator- 1.2 psi Back Flow- 5 psi Wye Strainer-.75 psi Ball Valve- .8 psi Irrigation Zones Pressure Losses- (most remote zone) Main Line- 6.8 psi Valve- 2 psi Later Line- 1.8 psi Sprinkler requirements-35 psi ISSUE: DATE: SHEET NAME: SHEET NUMBER: 06.26.2023 IRRIGATION PLAN L.3 DO L L A R G E N E R A L F. M . H W Y 2 4 5 0 SA N G E R , T E X A S LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM 100 20 40 01 IRRIGATION PLAN SCALE 1"=20'-0" FOR APPROVAL 06.08.2023 SLEEVING NOTES IRRIGATION LEGEND 1-5 BUBBLERS - 1/2" PIPE 21-30 BUBBLERS - 1 1/4" PIPE 31-40 BUBBLERS - 1 1/2" PIPE 11-20 BUBBLERS - 1" PIPE 6-10 BUBBLERS - 3/4" PIPE BUBBLER PIPING CHART ·All irrigation equipment to be located no closer than 4" to any pavement and / or structure ·Electrical splices at each valve and controller only. ·Irrigation in Texas is regulated by the Texas Commission on Environmental Quality (TECQ) MC-178 / P.O. BOX 13087 Austn, Texas 78711-3087 www.teceq.state.tx.us TCEQ NOTES Dedicated Irrigation Water Meter Verify size and location per Civil Plans Copper Pipe between 2" 'Y' Strainer Meter and Ball Valve 2" Ball Valve 2" Backflow per City code 2" Master Valve 2" PRV (12" LATERAL SPACING, 12" EMITTER SPACING) HUNTER HDL-09-12-100-PC Drip Line and Fittings PVC LATERAL PIPING SIZED AS REQUIRED INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS 1.Drip Irrigation Equipment numbers reference Rainbird Equipment Catalog unless otherwise noted. 2.Landscape Contractor shall be required to supply Owner's Construction Manager with all equipment specifications and maintenance guidelines. 3.Landscape Contractor shall be required to follow Manufacturer's Specifications and Installation guidelines for drip system. 4.PRESSURE COMPENSATING EMITTERS shall be: Multioutlet Rain Bug EM6-M101, Multi outlet Shrub Bug EMT6-M101 or approved equal. (1 PER EVERY 6 - 4" POTS) 5.SINGLE OUTLET PRESSURE COMPENSATING EMITTERS shall be: Rain Bug Emitters EM-Mo5, -M10, -M20 and Shrub Bug Emitters EMT-M10, -M20 or approved equal. (1 PER EACH 1 OR 5 GAL PLANT) 6.DRIP PRESSURE REGULATORS shall be: PSI-HLA-15, PSI-HLA-20, PSI-HMB-20, PSI-HMB-25 or approved equal. 7.Y-FILTERS shall be: RBY-075-200, RBY-100-200 or approved equal. 8.MAIN IRRIGATION TUBING shall be:RBT-150P,RBT-160V or approved equal. 9.EMITTER DISTRIBUTION TUBING shall be: RBT-150P, RBT-160V or approved equal. 10.SUBTERRANEAN EMITTER BOX shall be: SEB-6 or approved equal. 11.Drip system piping only occurs within shrub / groundcover beds and rock mulch areas. Piping shall be a maximum 4" depth and a minimum 2" depth. 12.Contractor shall verify that all drip system valves and spray system valves are sectioned separately on controller. DRIP IRRIGATION NOTES IRRIGATION NOTES 1.Contractor shall lay sleeves and conduits at twenty-four (24") inches below finish grade of the top of pavement. 2.Contractor shall extend sleeves one (1') foot beyond edge of all pavement. 3.Contractor shall cap pipe ends using PVC caps. 4.All sleeves shall be Schedule 40 PVC pipe. 5.Contractor shall furnish Owner and Irrigation Contractor with an 'as-built' drawing showing all sleeve locations. Hunter PRS30-04 4" Pop-up Spray Head with Plastic Hunter Pro Adjustable Nozzle Hunter Multi-Stream Bubbler Nozzle on Hunter PRS30-06 Pop-up Spray Head PVC CLASS 200 LATERAL LINE WATER METER, SIZE AS INDICATED Hunter I-Core series Controller with Hunter Solar Sync Sensor PVC SCHEDULE 40 SLEEVING PVC CLASS 200 MAINLINE D.C.A., SIZE AS INDICATED Spray, Rotor & Bubbler Zones-Hunter PGV Control Valves (See Plan for Size) Hunter PRS30-12 12" Pop-up Spray Head with Plastic Hunter Pro Adjustable Nozzle GPM VALVE SIZE Hunter PGP Ultra-04 Rotors Drip Zones-Hunter ICZ Drip Zone Control Kits (See Plan for Size) to Include Wye Strainer, Isolation Valve, Master Valve, and Pressure Regulator 1.All sprinkler equipment numbers reference the HUNTER equipment catalog unless otherwise indicated. 2.LAWN SPRAY HEADS are SRS-04 installed as per detail shown. 3.SHRUB SPRAY HEADS are SRS-12 installed as per detail shown. 4.ELECTRIC CONTROL VALVES shall be HUNTER PGV-S SERIES installed per detail shown. Size valves as sown on plan. Valves shall be installed in value boxes large enough to permit manual operation, removal of solenoid and/or valve cover without any earth excavation. 5.QUICK COUPLING VALVES shall be HQ-44-LRC-AW installed per detail shown. Swing joints shall be constructed using 1" Schedule 80 elbows. Contractor shall supply owner with three (3) HK couplers and three (3) #10 swivel hose ells as part of this contract. 6.AUTOMATIC CONTROLLER shall be installed at location shown. Power (120V) shall be located in a junction box within five (5') feet of controller location by other trades. 7.All 24 volt valve wiring is to be UF 14 single conductor. All wire splices are to be permanent and waterproof. 8.SLEEVES shall be installed by General Contractor. Sleeve material shall be Schedule 40. Size as indicated on plan. 9.Ten days prior to start of construction, Landscape or Irrigation Contractor shall verify static water pressure. If static pressure is less than 65 P.S.I., do not work until notified to do so by Owner. 10.All main line and lateral piping to a minimum of 12 inches of cover. All piping under paving shall have a minimum of 18" of cover. 11.The Irrigation Contractor shall coordinate installation of the system with the Landscape Contractor so that all plant material will be watered in accordance with the intent of the plans and specifications. 12.The Irrigation Contractor shall select the proper arc and radius for each nozzle to insure 100% and proper coverage of all lawn areas and plant material. All nozzles in parking lot islands and planting beds shall be low angle to minimize over spray on pavement surfaces. No water will be allowed to spray on building. L I C E N SED I R R I S A X ETO AT T E S F G A T OR JON TUCK 15638 06.26.2023 OWNER COMMENTS 06.26.2023 68 Item 6. ISSUE: DATE: SHEET NAME: SHEET NUMBER: 06.08.2023 IRRIGATION DETAILS L.4 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM DO L L A R G E N E R A L F. M . H W Y 2 4 5 0 SA N G E R , T E X A S L I C E N SED I R R I S A X ETO AT T E S F G A T OR JON TUCK 15638 06.08.2023 FOR APPROVAL 06.08.2023 REGULATOR: 25 or 40 PSI 18-24" COILED WIRE WATERPROOF CONNECTORS (2) JUMBO VALVE BOX DRIP ZONE KIT MODEL PCZ-101-XX TIP FILTER 45 DEGREES SCH 80 T.O.E. NIPPLE MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL FINISH GRADE PVC SLIP UNIONS LF 2" TO 4" FROM EDGE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY PERIMETER LATERALS PVC OR POLY EXHAUST HEADER AREA PERIMETER CONNECTION Techline START MALE ADAPTER PVC OR POLY SUPPLY HEADER REMOTE CONTROL FILTER AND PRV VALVE WITH DISC ® PVC TEE (SxSxT) PVC PIPING BLANK Techline TUBING Techline 3/4" MALE ADAPTER FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE 3/4"M x 1/2"F REDUCTION BUSHING Techline 180 2-WAY ADAPTER TEE BRICK SUPPORTS (THREE) 3/4" CRUSHED GRAVEL SUMP Techline TUBING FINISH GRADE VALVE BOX SEE SPECS. BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (1 CUBIC FOOT) SEE SPECS Techline 17mm TUBING LINE FLUSHING VALVE F-TLFV-1 (PROVIDED) COMPRESSION RING 1" FINISH GRADE SEE PLANS FOR DIMENSION Techline TUBING BACKFILLED TRENCH (FREE OF DEBRIS) BOX W/ GREEN LID. 10" ROUND VALVE FINISH GRADE WIRING INTERVALS. TAPE & BUNDLE MAINLINE LATERAL SPEC. REF PVC LATERAL LINE, 45° ELL TO REQ'D DEPTH 6" VALVE BOX EXTENSIONS MAINLINE AS REQ'D WATERPROOF WIRE CONNECTIONS 1" DIA. WIRE COIL - 24" LONG FINISH GRADE 10" ROUND ARMOR (AMETEK) VALVE ABOVE FINISH GRADE BOX W/ GREEN LID SET 1/4" 05 WALL MOUNTED CONTROLLER NOT TO SCALE 06 REMOTE CONTROL VALVE NOT TO SCALE OUTLET TEE OR ELBOW S X S X T PVC CLASS 200 PVC 03 POP-UP LAWN SPRAY ASSEMBLY NOT TO SCALE SPECIFIED SPRAY 1/2" X 6" POLY NIPPLE FINISH GRADE 01 ROTARY HEAD NOT TO SCALE 2" 6" MIN. 14 QUICK COUPLER NOT TO SCALE MAINLINE PIPING SIDEWALK OR CURB 3/4" MINUS WASHED QUICK COUPLER SWING JOINT 12" MAX. 02 HIGH POP-UP SPRAY ASSEMBLY NOT TO SCALE LATERAL PIPING FINISH GRADE SIDEWALK OR CURB ROTARY HEAD SWING JOINT SCHEDULE 40 PVC STREET ELL FINISH GRADE FLEXIBLE PVC (S X MPT) (LENGTH AS REQUIRED) SPECIFIED SPRAY NOZZLE AND BODY CLASS 200 PVC LATERAL LINE S X S X T PVC SCHEDULE 40 PVC MALE ADAPTER (MIPT X S) OUTLET TEE OR ELL FINISHED GRADE RIGID STEEL CONDUIT (SAME SIZE AS STEEL SPLICE BOX WITH FRONT ACCESS PANEL CONDUIT BELOW GRADE) CONDUIT SHALL TO FLUSH OUTLET BEHIND CONTROLLER HARD WIRE 117 VOLT A.C. POWER TO BE PLUMB. STEEL SWEEP ELL FLOOR OR GRADE RIGID STEEL CONDUIT BELOW FINISH FLOOR STEEL COUPLING (AS REQUIRED) 1 1/4" RIGID STEEL CONDUIT KEYED LOCK OR PADLOCK STEEL MALE CONNECTOR CONTROLLER AS SPECIFIED 16 SLEEVE DETAIL NOT TO SCALE PAVEMENTSCHEDULE 40 90 ELBOW PVC PIPE PVC CAP PAVEMENT AND SLEEVE 18" COVER BETWEEN SIZE AS NEEDED SCHEDULE 40 PVC, PVC LINE PER SPECIFICATIONS 10" DEPTH for Testing and Repair UTILITY GRAVEL (1/2" - 3/4" DIA.), 04 BACKFLOW PREVENTER NOT TO SCALE FLOW CHECK VALVE, LINE SIZE MAIN FROM SOURCE PER CITY REQUIREMENT MASTER VALVE FEBCO MODEL 805 DOUBLE TO IRRIGATION SYSTEMS (AS REQUIRED) ADAPT INLET AND OUTLET VALVE BOX AND LID FINISH GRADE UTILITY GRAVEL SET FLUSH WITH NOZZLE & BODY LATERAL LINE SCHEDULE 40 15 TRENCH DETAIL NOT TO SCALE 18 " O R 2 4 " 12 " WIRING AT 10'-0" MOUNT @ 4'-4" HT.=/- UTILITY GRAVEL 3/4" MINUS WASHED 13 DRIP CONTROL VALVE NOT TO SCALE 07 TechLine CV END FEED LAYOUT NOT TO SCALE 08 TechLine LINE FLUSHING VALVE NOT TO SCALE 11 TechLine START CONNECTION NOT TO SCALE 12 TechLine TRENCHING NOT TO SCALE09TechLine AIR/VACUUM RELIEF NOT TO SCALE 69 Item 6. F.M. HIGHWAY 455 VOL. 332, PG. 1 (SHOWN AS F.M. HIGHWAY 425) TXDOT R.O.W. MAP DAL081602AB CORRECTS TO F.M. HIGHWAY 455 D.R.D.C.T. 50' R.O.W. JAM E S B . P . J A N U A R Y S U R V E Y ABS T R A C T N O . 6 5 8 NEW FARMS, LLC, A TEXAS LIMITED LIABILITY COMPANY INST.# 2022-54137 O.P.R.D.C.T. B. R. BENTLEY, JR. AND WIFE MICHELLE ANN BENTLEY VOL. 5177, PG. 911 D.R.D.C.T. 5/8" REBAR "TXDOT" 5/8" REBAR "TXDOT" 5/8" REBAR "TXDOT" 1/2" REBAR "RPLS 4561" BEARS S10°W 0.3' FROM CORNER 1/2" REBAR 5/8" REBAR "TXDOT" 1/2" REBAR "ALLIANCE" 1/2" REBAR "ALLIANCE" N:7179729.08' E:2351570.57' CRS CRS CRS 1/2" REBAR ILLEGIBLE CAP N:7179568.79' E:2351864.60' 1.064 ACRES ±46,357 S.F. RANDY LEROY BENTLEY INST.# 2002-119912 O.P.R.D.C.T. MARGARET LEROY BENTLEY INST.# 2002-119911 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-91112 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-91113 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-104976 O.P.R.D.C.T. THE STATE OF TEXAS, ACTING BY AND THROUGH THE TEXAS TRANSPORTATION COMMISION INST.# 2018-104976 O.P.R.D.C.T. F. M . H I G H W A Y 2 4 5 0 TX D O T R . O . W . M A P D A L 2 3 5 3 0 2 A C NO D E D I C A T I O N F O U N D CA L L E D V A R I A B L E W I D T H R . O . W . LEANNE JONES AKERS INST.# 2017-112513 O.P.R.D.C.T. SUSAN P. STEWART INST.# 1996-84090 O.P.R.D.C.T. CITY OF SANGER, TX CITY OF SANGER, TX (ETJ) CI T Y O F S A N G E R , T X CI T Y O F S A N G E R , T X ( E T J ) S0 1 ° 2 8 ' 0 1 " W 1 5 7 . 0 2 ' N89°52'22"W 119.00'S89°59'25"W 116.85' N08°03'59"E 10.26' N89°11'20"W 60.64' N0 0 ° 2 4 ' 0 8 " E 1 4 9 . 0 5 ' S89°21'28"E 298.04' S0 1 ° 2 8 ' 0 1 " W 3 6 . 5 7 ' S0 0 ° 2 4 ' 0 8 " W 6 9 . 1 9 ' LOT 1 50.0' CITY OF SANGER, TX (ETJ) CITY OF SANGER, TX CITY OF SANGER, TX (ETJ) 40'20' Scale: 1" = 20' 0 SITE VICINITY MAP NOT TO SCALE NO BUILDINGS OBSERVED MONUMENTS / DATUMS / BEARING BASIS Monuments are found if not marked MNS or CRS. 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Site benchmark (see vicinity map for general location) "+" cut in concrete Vertex or common point (not a monument) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 (Geoid 18) Bearings are based on the TxCS,'83,NCZ Distances & areas shown are represented in surface values TxDOT Right of Way tapered concrete monument. TxDOT Right of Way bronze cap in concrete. TxDOT Right of Way aluminum cap. CRS MNS TBM "+" TYPE I TYPE II TYPE III J P aHL dN S u r v e y ing, In c JPH Job/Drawing No. (see below) 2023.022.001 FM 2450 Sanger, Denton Co., Tx - Plat.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www.jphlandsurveying.com TBPELS Firm #10019500 DFW | Central Texas | West Texas | Houston TBM P.O.B. STATE OF TEXAS § COUNTY OF TARRANT § 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. _____________________________ Jewel Chadd Registered Professional Land Surveyor No. 5754 jewel@jphls.com Date: TBD LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Denton County, Texas Official Public Records of Denton County, Texas Deed Records of Denton County, Texas Volume/Page/Instrument Number Easement/Building Line Point of Beginning/Point of Commencing Also Known As Square Feet/Right of Way US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.D.C.T. O.P.R.D.C.T. D.R.D.C.T. VOL/PG/INST# ESMT/BL POB/POC A.K.A. S.F./R.O.W. GENERAL PLAT NOTES: 1.All lots comply with the minimum size requirements of the zoning district. 2.This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3.All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA or property owner. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. 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. 48121C0205G, dated 2011/04/18, of the National Flood Insurance Rate Maps for Denton County, Texas. 8.The purpose of this plat is to plat a previously un-platted tract of land. 9.Bearings are based on the Grid North, State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD ‘83). 10.This survey was performed with the benefit of a title commitment provided by Fidelity National Title Insurance Company, GF# FT-44122-9001222202680-TW, Commitment # 9001222202680, effective August 29, 2022, and issued September 8, 2022. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. 11.Subject property's record description's error of closure, 1.68'. OWNER: B. R. Bentley, Jr. and wife, Michelle Ann Bentley 1717 Laurelwood Dr Denton, Texas 76209 SURVEYOR: JPH Land Surveying, Inc. 785 Lonesome Dove Trail Hurst, Texas 76054 Phone: (817) 431-4971 ENGINEER: To be determined. STATE OF TEXAS § COUNTY OF DENTON § I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: WHEREAS, B. R. Bentley, Jr. and wife, Michelle Ann Bentley are the owners of that certain tract situated in the James B. P. January Survey, Abstract No. 658, City of Sanger ETJ, Denton County, Texas, said tract being the same tract described in the deed to B. R. Bentley, JR., and wife Michelle Ann Bentley, recorded in Volume 5177, Page 911, Deed Records, Denton County, Texas (D.R.D.C.T.); the subject tract is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983, North Central Zone): BEGINNING at a 1/2 inch capped rebar stamped "Alliance" found on the monumented east line of FM Highway 2450 (no dedicating document found) at the northwest corner of said Bentley tract; THENCE with the perimeter and to the corners of the Bentley tract, the following calls: 1.SOUTH 89°21'28" EAST, a distance of 298.04 feet to a found 1/2 inch capped rebar stamped "Alliance”; 2.SOUTH 01°28'01" WEST, a distance of 157.02 feet to a found 1/2 inch capped rebar stamped with an illegible cap, from which a found 5/8 inch capped rebar stamped “Texas Department of Transportation” bears SOUTH 01°28'01" WEST a distance of 36.57 feet; 3.NORTH 89°52'22" WEST, a distance of 119.00 feet to a found 1/2 inch capped rebar; 4.SOUTH 89°59'25" WEST, a distance of 116.85 feet to a set 1/2 inch capped rebar stamped "JPH Land Surveying”; 5.NORTH 08°03'59" EAST, a distance of 10.26 feet to a set 1/2 inch capped rebar stamped "JPH Land Surveying"; 6.NORTH 89°11'20" WEST, a distance of 60.64 feet (deed call 60.00 feet) to a set 1/2 inch capped rebar stamped "JPH Land Surveying", from which a found 5/8 inch capped rebar stamped “Texas Department of Transportation” monumenting the said east line of FM 2450 bears SOUTH 00°24'08" WEST a distance of 69.19 feet; 7.NORTH 00°24'08" EAST, a distance of 149.05 feet (deed call 149.95 feet) returning to the POINT OF BEGINNING and enclosing 1.064 acres (± 46,357 square feet). FINAL PLAT BENTLEY ADDITION LOT 1 BEING A 1.064-ACRE FINAL PLAT SITUATED IN THE JAMES B. P. JANUARY SURVEY, ABSTRACT NO. 658, CITY OF SANGER ETJ, DENTON COUNTY, TEXAS TOTAL LOTS - 1 HOA/OPEN SPACE LOTS - 0 RIGHT-OF-WAY ACREAGE - 0.0 ACRES PREPARED IN MAY 2023 Water Bolivar Water Supply Corp 4151 FM 455 West Sanger, TX 76266 940-458-3931 Electric CoServ Electric P.O. Box 734803 Dallas, TX 75373-4803 833-890-6264 Sanger Electric P.O. Box 1729 Sanger, TX 76266 940-458-7930 Gas Atmos Energy Corp P.O.Box 740353 Cincinnati, OH 45274-0353 1800-460-3030 Communication Brightspeed 833-692-7773 UTILITY PROVIDERS NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT B. R. Bentley, Jr. and wife, Michelle Ann Bentley do hereby adopt this plat designating the hereinabove described property as Lot 1, Bentley Addition, an addition in the City of Sanger ETJ, 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_____. _______________________________________ B. R. Bentley, Jr. Owner STATE OF ____________ § COUNTY OF __________ § Before me, B. R. Bentley, Jr., 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 office this ______, day of__________________, 20_____. ____________________________________ ___________________________________ Notary Public in and for the State of _______ Notary's Name My Commission Expires ____________________________________. WITNESS MY HAND this ______, day of____________________________, 20_____. _______________________________________ Michelle Ann Bentley Owner STATE OF ____________ § COUNTY OF __________ § Before me, Michelle Ann Bentley, on this day personally appeared, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that she executed the same for the purposes and 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 _______ Notary's Name My Commission Expires ____________________________________. 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 _______________________________________ _______________________ Chairman, Planning and Zoning Commission Date City of Sanger, Texas _______________________________________ _______________________ Mayor Date City of Sanger, Texas _______________________________________ _______________________ City Secretary Date City of Sanger, Texas 70 Item 6. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a rezoning from Agricultural (A) to Planned Development (PD) of approximately 20.504 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. SUMMARY:  The applicant has acquired additional acreage adjacent to PD 04-11-22  The applicant is proposing to rezone the additional acreage of approximately 20.504 acres from Agricultural (A) to Planned Development (PD).  The new acreage will follow the same PD regulations as PD 04-11-22.  The added acreage will add 54 Manor Lots (50’ x 120’) and 88 Garden Lots (40’ x 120’). No new estates will be added.  Total Open Space increased from 83.783 acres to 86.25 acres.  The trail system increased from 2.56 miles to 3.07 miles.  Staff mailed out 3 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received no response. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Revised PD Lane Ranch Concept Map Lane Ranch Park Plan Application Letter of Intent 71 Item 7. AA B -2B-2 S F -7SF-7 P DPD AA P DPD P DPD AA AA H E R O N D R E CHAPMAN DR N H I G H L A N D D R INDIANLN /Location: Lane Ranch PD Zoning ChangeProject: 23SANZO N-0027 DISCLA IMER:This map was g en e ra te d by GI S da ta p ro vid edby the S anger GIS De pa rtme nt . Th e City o f Sanger does not gu a ra n te e the c orrec tne ss oraccuracy of any fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit able fo r site -s pe cific d e cision ma king .GIS dat a is subje ct to co nst an t cha n ge s, an dmay not be comple te , a ccu rat e o r cu rren t. AA B -2B-2 S F -7SF-7 P DPD AA P DPD P DPD AA P DPD H E R O N D R E CHAPMAN DR N H I G H L A N D D R INDIANLN Cur re nt Zoning Prop osed Zon in g 0 5 0 0 1 ,0 0 0250 F e e t Cit y Lim its Exh ibits 72 Item 7. 347.329 ACRE LANE RANCH PD SUMMARY Purpose Statement - To amend PD 04-11-22 and establish a quality master planned multi- phase and multiple product residential and commercial community 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 (268.101 Acres) Approximately 177.35 acres are proposed as single-family detached uses, 16.2 acres as single family attached (townhome) and 74.551 acres of open space. The net density is 3.79 units/acre. Business District (79.228 Acres) Approximately 43.368 acres are proposed as local business and retail, 5.012 acres of assisted living along with 19.149 acres of multi-family and 11.699 acres of open space. COMMUNITY FEATURES The hardscape within the community shall include entry monuments, screening walls and community signage constructed of brick or stone. Signs shall not be within the sight visibility triangles. A mandatory homeowners association shall be established to own and maintain the private open spaces, common areas and greenbelts; all private landscape improvements; dog parks and dog waste stations, perimeter masonry and tubular steel fencing; entry monuments and signage. The homeowner’s association shall maintain on street parking spaces within a street right-of-way and any parking spaces located within a common area lot. Private trails and sidewalks shall be constructed within a pedestrian access easement and owned and maintained by the HOA. 73 Item 7. 2 The 100-year floodplain shall be designated as a public drainage easement within the Public Parkland dedication. Maintenance responsibility shall be identified on the plat using the City of Sanger Standard drainage easement inscription. 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 Estate Lots (60’ X 120’): The minimum lot width shall be 60 feet. The minimum lot depth shall be 120 feet. The minimum lot size shall be 7,200 square feet. 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. The Garden Lots (40’ X 120’): The minimum lot width shall be 40 feet. The minimum lot depth shall be 120 feet. The minimum lot size shall be 4,800 square feet. B. Minimum House Size. The Estate Lots: The minimum air-conditioned area within each residence shall be 2,250 square feet. The Manor Lots: The minimum air-conditioned area within each residence shall be 1,800 square feet. Over the entire development, the Manor Lots shall average over 2,000 square feet in house size. The Manor Lots shall place a limit of 15% of the total lot count to be below 2,000 square feet. The Garden Lots: The minimum air-conditioned area within each residence shall be 1,500 square feet. Over the entire development, the Garden Lots shall average over 1,650 square feet in house size. The Garden Lots shall place a limit of 15% of the total lot count to be below 1,650 square feet. C. Maximum Height. The maximum building height shall be 2 stories or 35 feet. 74 Item 7. 3 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. II. Lot Sizes, Setbacks, etc. for Single Family Attached. Except as otherwise provided below, attached single family residences shall comply with Section 57, “TH” TOWNHOME RESIDENTIAL DISTRICT of the Zoning Ordinance, subject to the following changes: A. Minimum Lot Width, Depth, and Size. The minimum lot width shall be 22 feet. The minimum lot depth shall be 90 feet. The minimum lot size shall be 1,980 square feet. B. Minimum House Size. The minimum air-conditioned area within each residence shall be 1,300 square feet. C. Maximum Height. 75 Item 7. 4 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 (20’). 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 at the end of each building shall be seven- and one- half feet (7.5’) on each side creating a 15-foot separation between buildings. A side yard adjacent to a street on a corner lot shall always have a minimum twenty-feet (20’) side yard building setback. F. Rear Yard Setback. The minimum rear yard setback shall be five feet from the rear facade of the residence to the alley right-of-way. G. Maximum Lot Coverage. The maximum lot coverage shall not apply to any townhomes. H. Parking Two off-street parking spaces shall be provided per unit and shall not be within the required front yard. I. Design Elements All residential dwellings will meet the City of Sanger Exterior Façade Design Criteria Manual as adopted on October 7, 2019. III. Lot Sizes, Setbacks, etc. for Multi-Family. Multi-Family residences shall comply with Section 19, “MF-2” MULTI-FAMILY RESIDENTIAL DISTRICT – 2 of the Zoning Ordinance. IV. 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. 76 Item 7. 5 V. 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 Detail Plan 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. VI. Multifamily, Townhome and Non-residential Uses Landscape Requirements. All landscape requirements shall comply with Sections 48.4 and 48.5, Landscape Regulations of the Zoning Ordinance. VII. Parkland/Open Space (86.250 Acres) A. Developer, and its assigns, agree to dedicate approximately 55.878 acres of the total 86.250 acres of floodplain/open space as Public Park property (the “Parkland”) to the City of Sanger. Common areas shall include floodplain, ponds, detention areas, and small open spaces as shown on the Preliminary Park 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. The Parkland shall be credited toward the Park Land Dedication requirement. B. A pedestrian circulation system shall be provided that affords connectivity to the entire community and the perimeter of the Property. The pedestrian circulation system shall include concrete trails that are a minimum of six feet in width. Trails in greenbelts will be constructed of concrete and shall connect with the project sidewalks. The pedestrian circulation system may be located on private property with a pedestrian access easement or within the right-of- way. The pedestrian circulation system shall include such items as benches, landscaping, signage, lighting, bike racks, water fountains, trash cans, and doggie waste stations. These items are represented on the Park Plan. 77 Item 7. 6 C. 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. The pedestrian circulation system will replace the required public sidewalk along Lane Ranch Drive as shown on the Preliminary Park Concept Plan. D. Developer, and its assigns, agree to also install additional amenities such as an off-street parking lot, dog park, covered picnic area, playground equipment and fishing docks as shown on the Preliminary Park Concept Plan. The exact number and location of these amenities may change during the final design process. They are generally represented on the Park Plan. E. The phasing of the park improvements will coincide with the residential phasing plan and is noted on the overall Preliminary Park Concept Plan. VIII. Fencing Requirements A. The developer shall install a perimeter brick or stone screening wall along Major Collector Streets as shown on the Detail Plan. 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 Detail Plan. 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. IX. 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. X. Utilities and Equipment 78 Item 7. 7 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. XI. Refuse Locations A. Refuse containers should be stored within an enclosed storage area, fenced, or walled to be screened from view from adjacent streets or common open spaces with landscaping can be added. XII. 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. BUSINESS DISTRICT USES Except as otherwise provided below, commercial uses shall comply with Section 23, “B-2” Business District - 2 of the Zoning Ordinance, subject to the following changes: 1. An 19.149-acre multi-family site will be allowed. The base zoning for this tract will be “MF-2” Multi-Family Residential District - 2 at 20 units per gross acre. 2. Self-Storage facilities may be allowed by SUP approval. 3. Boat storage facilities may be allowed by SUP approval. 79 Item 7. 8 4. The building height for a pitched roof building shall be a maximum of 45 feet. 5. The front, rear and side building setbacks adjacent to any internal street shall be a minimum of 15 feet. 6. Any mechanical equipment including roof top equipment shall be screened from residential districts either by fencing, landscaping or rooftop screening as applicable. 80 Item 7. LEGAL DESCRIPTION All that certain lot, tract, or parcel of land, being part of the Rueben Bebee Survey, Abstract No. 29, Denton County, Texas, and being all of that tract of land described in a deed to Hien & Duyet Nguyen recorded in Document No. 2016-27020 Real Property Records of Denton, County, Texas (RPRDCT) and all of that tract of land described in a deed to Dualbond Holdings, LLC recorded in Document No. 2016-27021 (RPRDCT) and all of that tract of land described in a deed to Sanger Town Center LLC recorded in Document No. 2017-48301 (RPRDCT) and a part of that tract od land described in a deed to Marion Hills Apartments, LLC recorded in Document No. 2017-48293 (RPRDCT), being more completely described as follows, to-wit: BEGINNING at 1/2” iron rod set for the southeast corner of the Hien & Duyet Nguyen tract and the north right-of- way line of McReynolds Road; THENCE with the north right-of-way line of McReynolds Road North 87°54'58" West a distance of 1,789.63 feet to a 1/2” iron rod set for the southwest corner of the Hien & Duyet Nguyen tract and the southeast corner of a tract of land described in a deed to Winston Grove Apartments, LLC recorded in Document No. 2018-13037 (RPRDCT); THENCE North 2°23'22" East a distance of 2,526.23 feet to 1/2” iron rod set for the northeast corner of a tract of land described in a deed to Marion Hills Apartments, LLC recorded in Document No. 2017-92008 (RPRDCT); THENCE North 88°13'32" West a distance of 1,325.35 feet to a 2” iron rod found for the northwest corner of the Marion Hills Apartments, LLC; THENCE South 2°25'03" West a distance of 2,504.45 feet to a 1/2” iron rod set for the southwest corner of Lake Ridge Estates, Phase 1 an addition to the City of Sanger recorded in Cabinet V, Page 752 of the Plat Records of Denton County, Texas (PRDCT) and the north right-of-way line of McReynolds Road; THENCE with the north right-of-way line of McReynolds Road North 87°25'44" West a distance of 612.45 feet to a 1/2” iron rod set for the southwest corner of the Sanger Town Center LLC tract and the east right-of-way line of Indian Lane right-of-way recorded in Document No. 2004-145888 (RPRDCT); THENCE with the east right-of-way line of Indian Lane as follows: North 2°15'10" East a distance of 1,935.36 feet to a 1/2” iron rod set for corner; North 5°39'58" East a distance of 200.32 feet to a 1/2” iron rod set for corner; North 2°02'56" East a distance of 24.96 feet to the beginning of a beginning of a curve to the left, having a radius of 550.39 feet, a chord of North 16° 40' 37" West – 354.48 feet, a distance of 360.91 feet to a 1/2” iron rod set for corner in the east line of a tract of land described in a deed to Sanger ISD (herein called Tract 1) recorded in Volume 1841, Page 662 (RPRDCT); THENCE South 88°03'30" East a distance of 21.92 feet to a 1/2” iron rod set for the southwest corner of a tract of land described in a deed to Sanger ISD recorded in Document No. 2022-160016 (RPRDCT); THENCE with the south and east line of the Sanger ISD tract North 56°02'48" East a distance of 62.25 feet to a 1/2” iron rod set for corner; North 02°36'29" East a distance of 643.72 feet to a 1/2” iron rod set for corner; North 45°05'54" East a distance of 148.05 feet to a 1/2” iron rod set for corner; North 02°36'29" East a distance of 1013.28 feet to a 1/2” iron rod set for the northeast corner of a tract of land described in a deed to Sanger ISD recorded in Document No. 2022-160017 (RPRDCT); 81 Item 7. THENCE with the north line of the Sanger ISD tract North 87°23'31" West a distance of 150.00 feet to a 1/2” iron rod set for corner in the east line of a tract of land described in a deed to Sanger ISD Tract 1; THENCE with the east line of the Sanger ISD Tract 1 North 2°36'29" East a distance of 616.01 feet to a 1/2” iron rod set for the northeast corner of the Sanger ISD Tract 1 and the northwest corner of the Sanger Town Center LLC and the south right-of-way line of West Chapman Road; THENCE with the south right-of-way line of West Chapman Road and the north line of the Sanger Town Center LLC as follows: South 87°53'26" East a distance of 1,269.90 feet to a1/2” iron rod set for corner; South 88°02'57" East a distance of 500.69 feet to a 1/2” iron rod set for corner; South 87°47'23" East a distance of 2,068.95 feet to a 1/2” iron rod set for the northeast corner of the Dualbond Holdings, LLC Tract and the northwest corner of a tract of land described in a deed to Miller Family Trust recorded in Document No. 94-0089391 (RPRDCT); THENCE with the west line of the Miller Family Trust tract South 2°58'32" West a distance of 1,272.08 feet to a 1/2” iron rod set for corner; THENCE South 2°42'07" West a distance of 3,659.25 feet to the place of beginning, containing 347.329 acres, or 15,129,632 square feet of land. 82 Item 7. 83 Item 7. 84 Item 7. 85 Item 7. 86 Item 7. 87 Item 7. 88 Item 7. 89 Item 7. 90 Item 7. 91 Item 7. 92 Item 7. 93 Item 7. 94 Item 7. 95 Item 7. 96 Item 7. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Consideration and possible action on a request for a Specific Use Permit (SUP) for a Food Truck use, at 904 S 5th Street, parking lot, located on approximately 0.291 acres of land described as A1241A TIERWESTER, TR, and generally located on the north side of 5th Street approximately 183 feet east of the intersection of 5th Street and Freese Drive. SUMMARY:  The applicant is proposing a Food Truck at 904 S 5th Street.  The applicant has a business Oscar’s Street Tacos that he would like to operate at this site.  The property is zoned “PD-B1” Planned Development B-1 which allows Quick Service Food and Beverage with a SUP.  The truck would have to remain at the site full-time and not be mobile.  All necessary health permits would be required prior to opening.  The space would be leased from July 2023 to July 2024.  Staff mailed 22 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received no responses. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with a one-year renewal/expiration. ATTACHMENTS: Location Map Application Site Plan B-1 Regulations 97 Item 8. 58 0 44 58 0 5258061 58 0 37 58 0 54 77 9 29 18 5 08 4 18 5 08 5 18 5 08 6 77 5 83 77 9 28 56 9 62 56 7 50 S 5 T H S T 107SOUTHLAND DR 109SOUTHLAND DR 1008 TRE Y'S CT 904 S 5T H ST 111ASOUTHLAND DR /Project Name: 904 S. 5th St.Oscars Tacos - SUPProject: 23SANZO N-0034 0 50 10025 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 7/23 /2 02 3 2 :4 8:4 3 P MDoc Name : 2 3 SA NZON-0 03 4 _S UP O sca rs Ta cos 9 04 S 5t h StCity L imi ts Exhi bi ts SubjectArea 98 Item 8. 99 Item 8. 100 Item 8. 101 Item 8. 102 Item 8. SECTION 22 "B-1" BUSINESS DISTRICT General Purpose and Description: The "B-1" Business District is intended for office facilities, neighborhood shopping facilities and retail and commercial facilities of a service character. The B-1 District is established to accommodate the daily and frequent needs of the community. 22.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Banks or savings and loans containing no more than 10,000 square feet of floor space. 2. Clinic, medical or dental containing no more than 10,000 square feet of floor space. 3. Food store with floor space not greater than twenty thousand (20,000) square feet. 4. Furniture and appliance, retail sales containing no more than 20,000 square feet of floor space. 5. Laboratory, medical or dental containing no more than 10,000 square feet of floor space. 6. Lithographic or print shop, retail only. 7. Tool rental (inside only). 8. Other general retail sales of similar nature and character provided that the busines s establishment is subject to the following conditions, which shall be applicable to all uses in the district: a. The business shall be conducted wholly within an enclosed building; b. Required yards shall not be used for display, sale or storage of merchandise or for the storage of vehicles, equipment, containers or waste material; c. All merchandise shall be sold at retail on the premises; and d. Such use shall not be objectionable because of odor, excessive light, smoke, dust, noise, vibration or similar nuisance. 9. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in the B-1 District, when granted in accordance with Section 31: 1. Gasoline service station with associated automobile repair facility with floor space not greater than two thousand five hundred (2500) square feet. 2. Other uses as listed in Section 30 of this ordinance. 22.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, roof gables, chimneys, vent stacks or mechanical equipment rooms, which may project not more than twelve (12) feet beyond maximum building height. 22.3 Area Regulations: 1. Size of Yards: a. Front Yard: Twenty-five (25) feet measured from the front property line. (60) foot front yard. b. Side Yard: Adjacent to a street-twenty-five (25) feet; adjacent to a residential district property line twenty (20) feet; other conditions ten (10) feet. c. Rear Yard: Twenty (20) feet for any building or structure. If an alley is not required, a masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining uses. d. Special Side or Rear Yard Requirement; When a nonresidential zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided on the nonresidential property. A masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be 103 Item 8. constructed on the non-residential property adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: No more than forty percent (40%) of the lot area shall be covered by buildings. 22.4 Parking Regulations: Off-street parking and loading shall be provided as set forth in Section 32. 104 Item 8. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a request for the Replat of Lot 1R, Block A of the Powell Addition, being 1.05 acres located within the City of Sanger, generally located along the north side of Duck Creek Road approximately 511 feet west of the intersection of Duck Creek Road and South Stemmons Frwy. SUMMARY:  The applicant is proposing to create 1 commercial lot of 1.05 acres, from 1 previously platted tract.  The site is zoned Business District 2.  The existing building is currently over the build line.  The owner states the building will be utilized as a church.  There was right-of-way dedication of 0.01 acres.  The replat will establish all easements required to make the site developable.  Staff mailed out 12 notices and at the time of this report has not received any responses.  The property is located in the City of Sanger. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council Approval. ATTACHMENTS: Location Map Replat Application Letter of Intent Planning Comments Engineering Comments 105 Item 9. 56 6 87 56 8 72 56 9 12 78 0 66 95 7 94 4 84 5 40 56 6 74 116 9 59 56 8 37 116 9 58 57 4 06 57 3 98 57 3 92 57 4 05 1113 5 3 117 0 0556869168303 S KEATON RD DUCK CREEK RD 600 DUCKCREEK RD 1604 DUCKCREEK RD 1606 DUCKCREEK RD 1701 DUCKCREEK RD 802 KEATO NRD S 1609 DUCKCREEK RD 701 KEATO NRD S 800 KEATO NRD S 1608 DUCKCREEK RD /Project Name: 1609 Duck Creek Rd.Tuff Powder Coating ReplatProject: 23SANZO N-0031 0 100 20050 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 7/23 /2 02 3 2 :3 1:4 0 P MDoc Name : 2 3 SA NZON-0 03 1 _1 60 9 Du ck Cre ek Rep latCity L imi ts Exhi bi ts SubjectArea 106 Item 9. H. TIE R W E S T E R S U R V E Y ABSTRA C T N O . 1 2 4 1 REMAIN D E R O F CALLED 6 . 4 9 5 5 A C R E S HALLIB U R T O N F A M I L Y E N T E R P R I S E S , L L C DOCUME N T N O . 2 0 1 9 - 1 4 2 3 2 9 O.P.R. D . C . T . 1.04 ACRES CALLED 2 . 1 6 1 A C R E S RYAN A . H O L D E R & ALI T. W O M A C K DOCUME N T N O . 2 0 1 9 - 7 1 5 7 5 O.P.R. D . C . T . CIRF UNKNOWN OWNERSHIP PER PREVIOUS SURVEY CIRF CIRF DUCK CREEK ROAD (±20' ASPHALT SURFACE) LOT 1, BLOCK 1, POWELL ADDITION CABINET D, PAGE 376 P.R.D.C.T.CALLE D 1 . 1 8 2 A C R E S MORGA N T O L L E A N D J A C Q U E L Y N L . T O L L E DOCUM E N T N O . 2 0 1 2 - 3 9 9 8 9 O.P.R . D . C . T . P.O.B. S 87°44'36" E 443.48' S 88°00'03" E 456.33' CIRF CIRF LOT 1, B L O C K A HEATHS H O L L O W A D D I T I O N , 2 0 2 0 - 1 4 0 P.R.D. C . T . 25' B.L. & U.E. PER PLAT 15 ' A C C E S S E A S E M E N T 1/2"IRF 6 : 1 :156.30' 1 ( 154.86'6 ( 25 ' B . L . & U . E . P E R P L A T CIRS CIRS CIRF 4857 CIRS 4857 10 ' B . L . & U . E . P E R P L A T 20' B.L. & U.E. PER PLAT CIRF L1 L2 L3 L4 0.01 OF AN ACRE RIGHT OF WAY DEDICATION LOT 1R, BLOCK A 38 . 4 ' NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT HALLIBURTON FAIMLY ENTERPRISES LLC., THROUGH ITS DULY SWORN RESPRESENTATIVE, RAY HALLIBURTON, DOES HEREBY ADOPT THIS PLAY DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS THE REPLAT OF POWELL ADDITION, 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. _________________________________________________________________ RAY HALLIBURTON DATE REPRESENTATIVE OF R. HALLIBURTON RANCH LLC. STATE OF TEXAS COUNTY OF ________________ BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED RAY HILLIBURTON, 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 _________, 2022. ___________________________________ NOTARY PUBLIC, TEXAS JOB NO. 22086-3 DATE: 06/20/2023 DRAWN BY: T.E.P. SCALE: 1" = 30' PAGE: 1 OF 1 OWNERS DEDICATION: WHEREAS HALLIBURTON FAMILY ENTERPIRSES LLC. IS THE OWNER OF 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 ALL OF LOT 1, BLOCK 1, OF THE POWELL ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN CABINET D, PAGE 376, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS, AND A PART OF A CALLED 6.4995 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO HALIBURTON FAMILY ENTERPRISES, LLC. AS RECORDED IN DOCUMENT NUMBER 2019-142329 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A CAPPED IRON ROD FOUND FOR CORNER AT THE NORTHWEST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT THE NORTHWEST CORNER OF SAID LOT 1, IN THE SOUTH LINE OF A CALLED 2.161 ACRES TRACT OF LAND DESCRIBED IN THE DEED TO RYAN A. HOLDER AND ALI T. WOMACK, AS RECORDED IN DOCUMENT NUMBER 2019-71575 OF SAID OFFICIAL PUBLIC RECORDS AND AT THE NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED IN THE DEED TO MORGAN TOLLE AND JACQUELYN L. TOLLE AS RECORDED IN DOCUMENT NUMBER 2012-39989 OF SAID OFFICIAL PUBLIC RECORDS; THENCE SOUTH 88 DEGREES 00 MINUTES 03 SECONDS EAST, WITH THE NORTH LINE OF SAID LOT 1 AND SAID SOUTH LINE, PASSING EN ROUTE A 1 2 INCH IRON ROD FOUND AT A DISTANCE OF 71.35 FEET, A CAPPED IRON ROD FOUND (LABELED 4857) AT A DISTANCE OF 144.36 FEET AND CONTINUING ON SAID COURSE A TOTAL DISTANCE OF 154.86 FEET TO A CAPPED IRON ROD SET (LABELED 4857; TYPICAL) FOR CORNER IN THE SOUTH LINE LOT 1, BLOCK A OF HEATHS HOLLOW ADDITION, AN ADDITION IN THE CITY OF SANGER ACCORDING TO THE PLAT THEREOF RECORDED IN DOCUMENT NUMBER 2020-140 OF SAID PLAT RECORDS, FROM WHICH A CAPPED IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID LOT 1 BEARS SOUTH 88 DEGREES 00 MINUTES 03 SECONDS EAST, A DISTANCE OF 455.33 FEET; THENCE SOUTH 01 DEGREES 57 MINUTES 11 SECONDS WEST SEVERING SAID 6.4995 ACRE TRACT A DISTANCE OF 290.70 FEET TO A CAPPED IRON ROD SET FOR CORNER, FROM WHICH A CAPPED IRON ROD FOUND FOR REFERENCE BEARS SOUTH 02 DEGREES 15 MINUTES 24 SECONDS WEST, A DISTANCE OF 25.00 FEET; THENCE NORTH 87 DEGREES 44 MINUTES 51 SECONDS WEST, SEVERING SAID 6.4995 ACRE TRACT PART OF THE WAY, PASSING EN ROUTE A CAPPED IRON ROD FOUND AT A DISTANCE OF 18.40 FEET AND CONTINUING ON SAID COURSE A TOTAL DISTANCE OF 156.30 FEET TO A CAPPED IRON ROD FOUND FOR CORNER AT THE SOUTHWEST CORNER OF SAID LOT 1 (POWELL ADDITION); THENCE NORTH 02 DEGREES 14 MINUTES 11 SECONDS EAST, WITH THE WEST LINE OF SAID LOT 1 (POWELL ADDITION), A DISTANCE OF 290.01 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.04 ACRES 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 0'0'0' REPLAT LOT 1, BLOCK A, POWELL ADDITION 1.05 ACRES (LOT 1R 1.04 ACRES) (0.01 OF AN ACRE RIGHT OF WAY DEDICATION) IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 1 INCH = 30 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 = XX OVERHEAD UTILITY = ASPHALT ROAD = OHU LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = OWNER: R. HALIBURTON RANCH LLC. 780 CR. 276 GAINESVILLE, TX 76240 (940) 442-3451 APPROVED AND ACCEPTED ______________________________________________ MAYOR, CITY OF SANGER DATE ATTESTED BY: _______________________________________________ CITY SECRETARY, CITY OF SANGER DATE APPROVED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SANGER, TEXAS ON THIS THE __________ DAY OF ____________, 20______ ___________________________________________________ CHAIRPERSON, PLANNING & ZONING COMMISSION ___________________________________________________ CITY SECRETARY I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS INDICATED. __________________________________________ J.E. THOMPSON II R.P.L.S. TEXAS REGISTRATION NO. 4857 STATE OF TEXAS COUNTY OF DENTON 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 _________, 2023. ___________________________________ NOTARY PUBLIC, TEXAS SURVEYOR: JOHN THOMSPON 111 N. DIXON ST GAINESVILLE, TX 76240 (940) 665-9105 JT@ALLAMERICANSURVEYING.COM GENERAL NOTES 1.) FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR THE CITY OF SANGER, DENTON COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 4-18-11 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN" AS SHOWN IN PANEL 0210 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 2.) BEARING BASIS DERIVED FROM GPS OBSERVATIONS MADE ON THE GROUND. TEXAS NORTH CENTRAL ZONE 4202 NAD 83 (GRID). 3.) THIS PROPERTY IS WITHIN THE CITY LIMITS OF SANGER. 4.) WATER SERVICE TO BE SUPPLIED BY CITY OF SANGER - 940.458.7930 - 502 ELM ST. P.O. BOX 1729, SANGER, TX 76266. 5.) ELECTRIC SERVICE TO BE PROVIDED BY CITY OF SANGER - 940.458.2064 - 202 RAILROAD AVE. P.O. BOX 1729, SANGER, TX 76266. 6.) SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF SANGER - 940.458.2571 - P.O. BOX 1729, SANGER, TX 76266. 7.) THIS PROPERTY IS NOT LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION. 8.) ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT FREE OF FENCES, BUILDINGS, FOUNDATION, PLANTINGS AND OTHER OBSTRUCTIONS TO THE OPERATIONS AND MAINTENANCE OF THE DRAINAGE FACILITY. 9.) BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 10.) THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 12.) ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF ZONING DISTRICT. 13.) THIS PROPERTY MAY BE SUBJECT TO CHANGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 14.) ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY. 15.) 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. 16.) THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 17.) THE PURPOSE OF THIS PLAT IS TO REPLAT LOT 1, BLOCK A, POWELL ADDITION. 18.) ALL PUBLIC IMPROVEMENTS AND DEDICATIONS SHALL BE FREE AND CLEAR OF ALL DEBT, LIENS, AND /OR ENCUMBRANCES . 19.) ALL LOT CORNER SET WITH 1/2 INCH REBAR WITH PLASTIC CAP LABELED RPLS #4857. 20.) THE STREET IS DEDICATED FOR STREET PURPOSES. 21.) THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN ARE DEDICATED FOR THE PUBLIC USE FOREVER FOR THE PURPOSES INDICATED ON THE PLAT. 22.) NO BUILDING, FENCES , TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTH SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS EASEMENTS APPROVED BY THE CITY OF SANGER. 23.) THE CITY OF SANGER IS NOT RESPONSIBLE FOR REPLACING ANY IMPROVEMENTS IN, UNDER, OR OVER ANY EASEMENTS CAUSED BY MAINTENANCE OR REPAIR. 24.) UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENTS LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY THE PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLICS AND THE CITY OF SANGER'S USE THEREOF. 25.) THE CITY OF SANGER AND THE PUBLIC UTILITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDING, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAS ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN THE EASEMENTS. 26.) THE CITY OF SANGER AND PUBLIC UTILITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING READING METERS AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. 27.) ALL MODIFICATIONS TO THIS DOCUMENT SHALL BE BY MEANS OF THE PLAT AND APPROVED BY THE CITY OF SANGER. 28.) THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 29.) MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE 100 YEAR FLOOD PLANE. 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. SITE HOLT ST. N K E A T O N D R . K E A T O N D R . S.5TH ST. T E XA S 107 Item 9. 108 Item 9. 109 Item 9. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 08/02/2023 1st REVIEW COMMENTS – Final Plat (Powell Addition) The request is for a Replat of the Powell Addition containing 1 lot, being approximately 1.05 acres in the H. TIERWESTER SURVEY, ABSTRACT NO 1241, prepared by All American Surveying, submitted on 07/19/2023. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Show the centerline of existing streets and dimensions from the centerline to the edges of existing and proposed right-of-way on both sides of the centerline. 2. Provide a signed notarized copy of private restrictions (if any), that are filed for record in the office of the County Clerk. 3. Show the name address and phone number of all utilities providing service to the development. A signature or will-serve letter, signifying their ability to provide service to the subdivision. 4. Ensure property owner information matches information on Denton Central Appraisal District record. 5. Correct approval block to match checklist. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, August 14, 2023, and the City Council meeting on Tuesday, September 5, 2023. 110 Item 9. August 8, 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: Powell Addition – Replat First Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a first review of the Replat for Lot 1, Block A of the Powell Addition located on Duck Creek Road east of Keaton Drive. The property is located inside the City of Sanger limits. The plat intends to adjust the eastern property line to account for the existing building placement. No improvements are expected at this time. The Replat was prepared by All American Surveying and is dated June 20, 2023. Ordinance citations are provided on the attached markup. Our comments are as follows 1. Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Provide a closure report for the tract. 3. Update surveyor’s certification to match City ordinance. 4. There is a gap between legal boundaries for the subject tract and the adjacent property to the west. There is a note that states that ownership of the gap is unknown per previous survey. Please cite the survey referenced. Additionally, were any corners on the adjacent lot located to establish the accuracy of the boundary resolution? 5. Show and label Keaton Drive ROW going south. 6. Establish whether a 15-foot access easement will encompass the existing access drive. Aerial imagery appears to show a 25-foot-wide street. Update if necessary. 7. Establish if any easements on the property are existing and clarify if “per plat” means per this plat or per cited plat. 8. Show location of previous eastern boundary line that is being relocated on the plat. 9. Eliminate Note 29 from the General Notes. This is only needed when the property is located in or adjacent to the floodplain. 10. Update signature blocks to City standards. See markup. 111 Item 9. Ramie Hammonds City of Sanger August 8, 2023 Page 2 If you have any questions or need additional information, please do not hesitate to call me at (817) 764 7467. Sincerely, HALFF Leigh A. Hollis, P.E. Attachments: markups 112 Item 9. H. TIE R W E S T E R S U R V E Y ABSTRA C T N O . 1 2 4 1 REMAIN D E R O F CALLED 6 . 4 9 5 5 A C R E S HALLIB U R T O N F A M I L Y E N T E R P R I S E S , L L C DOCUME N T N O . 2 0 1 9 - 1 4 2 3 2 9 O.P.R. D . C . T . 1.04 ACRES CALLED 2 . 1 6 1 A C R E S RYAN A . H O L D E R & ALI T. W O M A C K DOCUME N T N O . 2 0 1 9 - 7 1 5 7 5 O.P.R. D . C . T . CIRF UNKNOWN OWNERSHIP PER PREVIOUS SURVEY CIRF CIRF DUCK CREEK ROAD (±20' ASPHALT SURFACE) LOT 1, BLOCK 1, POWELL ADDITION CABINET D, PAGE 376 P.R.D.C.T.CALLE D 1 . 1 8 2 A C R E S MORGA N T O L L E A N D J A C Q U E L Y N L . T O L L E DOCUM E N T N O . 2 0 1 2 - 3 9 9 8 9 O.P.R . D . C . T . P.O.B. S 87°44'36" E 443.48' S 88°00'03" E 456.33' CIRF CIRF LOT 1, B L O C K A HEATHS H O L L O W A D D I T I O N , 2 0 2 0 - 1 4 0 P.R.D. C . T . 25' B.L. & U.E. PER PLAT 15 ' A C C E S S E A S E M E N T 1/2"IRF 6 : 1 :156.30' 1 ( 154.86'6 ( 25 ' B . L . & U . E . P E R P L A T CIRS CIRS CIRF 4857 CIRS 4857 10 ' B . L . & U . E . P E R P L A T 20' B.L. & U.E. PER PLAT CIRF L1 L2 L3 L4 0.01 OF AN ACRE RIGHT OF WAY DEDICATION LOT 1R, BLOCK A 38 . 4 ' NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT HALLIBURTON FAIMLY ENTERPRISES LLC., THROUGH ITS DULY SWORN RESPRESENTATIVE, RAY HALLIBURTON, DOES HEREBY ADOPT THIS PLAY DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS THE REPLAT OF POWELL ADDITION, 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. _________________________________________________________________ RAY HALLIBURTON DATE REPRESENTATIVE OF R. HALLIBURTON RANCH LLC. STATE OF TEXAS COUNTY OF ________________ BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED RAY HILLIBURTON, 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 _________, 2022. ___________________________________ NOTARY PUBLIC, TEXAS JOB NO. 22086-3 DATE: 06/20/2023 DRAWN BY: T.E.P. SCALE: 1" = 30' PAGE: 1 OF 1 OWNERS DEDICATION: WHEREAS HALLIBURTON FAMILY ENTERPIRSES LLC. IS THE OWNER OF 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 ALL OF LOT 1, BLOCK 1, OF THE POWELL ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN CABINET D, PAGE 376, OF THE PLAT RECORDS OF DENTON COUNTY, TEXAS, AND A PART OF A CALLED 6.4995 ACRE TRACT OF LAND DESCRIBED IN THE DEED TO HALIBURTON FAMILY ENTERPRISES, LLC. AS RECORDED IN DOCUMENT NUMBER 2019-142329 OF THE OFFICIAL PUBLIC RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A CAPPED IRON ROD FOUND FOR CORNER AT THE NORTHWEST CORNER OF THE TRACT BEING DESCRIBED HEREIN, AT THE NORTHWEST CORNER OF SAID LOT 1, IN THE SOUTH LINE OF A CALLED 2.161 ACRES TRACT OF LAND DESCRIBED IN THE DEED TO RYAN A. HOLDER AND ALI T. WOMACK, AS RECORDED IN DOCUMENT NUMBER 2019-71575 OF SAID OFFICIAL PUBLIC RECORDS AND AT THE NORTHEAST CORNER OF A TRACT OF LAND DESCRIBED IN THE DEED TO MORGAN TOLLE AND JACQUELYN L. TOLLE AS RECORDED IN DOCUMENT NUMBER 2012-39989 OF SAID OFFICIAL PUBLIC RECORDS; THENCE SOUTH 88 DEGREES 00 MINUTES 03 SECONDS EAST, WITH THE NORTH LINE OF SAID LOT 1 AND SAID SOUTH LINE, PASSING EN ROUTE A 1 2 INCH IRON ROD FOUND AT A DISTANCE OF 71.35 FEET, A CAPPED IRON ROD FOUND (LABELED 4857) AT A DISTANCE OF 144.36 FEET AND CONTINUING ON SAID COURSE A TOTAL DISTANCE OF 154.86 FEET TO A CAPPED IRON ROD SET (LABELED 4857; TYPICAL) FOR CORNER IN THE SOUTH LINE LOT 1, BLOCK A OF HEATHS HOLLOW ADDITION, AN ADDITION IN THE CITY OF SANGER ACCORDING TO THE PLAT THEREOF RECORDED IN DOCUMENT NUMBER 2020-140 OF SAID PLAT RECORDS, FROM WHICH A CAPPED IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID LOT 1 BEARS SOUTH 88 DEGREES 00 MINUTES 03 SECONDS EAST, A DISTANCE OF 455.33 FEET; THENCE SOUTH 01 DEGREES 57 MINUTES 11 SECONDS WEST SEVERING SAID 6.4995 ACRE TRACT A DISTANCE OF 290.70 FEET TO A CAPPED IRON ROD SET FOR CORNER, FROM WHICH A CAPPED IRON ROD FOUND FOR REFERENCE BEARS SOUTH 02 DEGREES 15 MINUTES 24 SECONDS WEST, A DISTANCE OF 25.00 FEET; THENCE NORTH 87 DEGREES 44 MINUTES 51 SECONDS WEST, SEVERING SAID 6.4995 ACRE TRACT PART OF THE WAY, PASSING EN ROUTE A CAPPED IRON ROD FOUND AT A DISTANCE OF 18.40 FEET AND CONTINUING ON SAID COURSE A TOTAL DISTANCE OF 156.30 FEET TO A CAPPED IRON ROD FOUND FOR CORNER AT THE SOUTHWEST CORNER OF SAID LOT 1 (POWELL ADDITION); THENCE NORTH 02 DEGREES 14 MINUTES 11 SECONDS EAST, WITH THE WEST LINE OF SAID LOT 1 (POWELL ADDITION), A DISTANCE OF 290.01 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.04 ACRES 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 0'0'0' REPLAT LOT 1, BLOCK A, POWELL ADDITION 1.05 ACRES (LOT 1R 1.04 ACRES) (0.01 OF AN ACRE RIGHT OF WAY DEDICATION) IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS 1 INCH = 30 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 = XX OVERHEAD UTILITY = ASPHALT ROAD = OHU LINETYPE LEGEND PROPERTY LINE = GRAVEL ROAD = OWNER: R. HALIBURTON RANCH LLC. 780 CR. 276 GAINESVILLE, TX 76240 (940) 442-3451 APPROVED AND ACCEPTED ______________________________________________ MAYOR, CITY OF SANGER DATE ATTESTED BY: _______________________________________________ CITY SECRETARY, CITY OF SANGER DATE APPROVED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SANGER, TEXAS ON THIS THE __________ DAY OF ____________, 20______ ___________________________________________________ CHAIRPERSON, PLANNING & ZONING COMMISSION ___________________________________________________ CITY SECRETARY I, J.E. THOMPSON II, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND AND THAT ALL CORNERS ARE SET WITH 1/2" CAPPED IRON RODS OR FOUND AS INDICATED. __________________________________________ J.E. THOMPSON II R.P.L.S. TEXAS REGISTRATION NO. 4857 STATE OF TEXAS COUNTY OF DENTON 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 _________, 2023. ___________________________________ NOTARY PUBLIC, TEXAS SURVEYOR: JOHN THOMSPON 111 N. DIXON ST GAINESVILLE, TX 76240 (940) 665-9105 JT@ALLAMERICANSURVEYING.COM GENERAL NOTES 1.) FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR THE CITY OF SANGER, DENTON COUNTY, TEXAS, COMMUNITY NUMBER 48121, EFFECTIVE DATE 4-18-11 AND THAT MAP INDICATES THAT THIS PROPERTY IS WITHIN "NON-SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOODPLAIN" AS SHOWN IN PANEL 0210 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 2.) BEARING BASIS DERIVED FROM GPS OBSERVATIONS MADE ON THE GROUND. TEXAS NORTH CENTRAL ZONE 4202 NAD 83 (GRID). 3.) THIS PROPERTY IS WITHIN THE CITY LIMITS OF SANGER. 4.) WATER SERVICE TO BE SUPPLIED BY CITY OF SANGER - 940.458.7930 - 502 ELM ST. P.O. BOX 1729, SANGER, TX 76266. 5.) ELECTRIC SERVICE TO BE PROVIDED BY CITY OF SANGER - 940.458.2064 - 202 RAILROAD AVE. P.O. BOX 1729, SANGER, TX 76266. 6.) SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF SANGER - 940.458.2571 - P.O. BOX 1729, SANGER, TX 76266. 7.) THIS PROPERTY IS NOT LOCATED IN THE LAKE RAY ROBERTS PLANNING AND ZONING JURISDICTION. 8.) ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT FREE OF FENCES, BUILDINGS, FOUNDATION, PLANTINGS AND OTHER OBSTRUCTIONS TO THE OPERATIONS AND MAINTENANCE OF THE DRAINAGE FACILITY. 9.) BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 10.) THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 12.) ALL LOTS COMPLY WITH THE MINIMUM SIZE REQUIREMENTS OF ZONING DISTRICT. 13.) THIS PROPERTY MAY BE SUBJECT TO CHANGES RELATED TO IMPACT FEES AND THE APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 14.) ALL COMMON AREAS, DRAINAGE EASEMENTS, AND DETENTION FACILITIES WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS. ANY COMMON AREA WITHIN THE CITY'S RIGHT-OF-WAY WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND APPROVED BY THE CITY. 15.) 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. 16.) THIS PLAT DOES NOT ALTER OR REMOVE EXISTING DEED RESTRICTIONS, IF ANY, ON THIS PROPERTY. 17.) THE PURPOSE OF THIS PLAT IS TO REPLAT LOT 1, BLOCK A, POWELL ADDITION. 18.) ALL PUBLIC IMPROVEMENTS AND DEDICATIONS SHALL BE FREE AND CLEAR OF ALL DEBT, LIENS, AND /OR ENCUMBRANCES . 19.) ALL LOT CORNER SET WITH 1/2 INCH REBAR WITH PLASTIC CAP LABELED RPLS #4857. 20.) THE STREET IS DEDICATED FOR STREET PURPOSES. 21.) THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN ARE DEDICATED FOR THE PUBLIC USE FOREVER FOR THE PURPOSES INDICATED ON THE PLAT. 22.) NO BUILDING, FENCES , TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTH SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS EASEMENTS APPROVED BY THE CITY OF SANGER. 23.) THE CITY OF SANGER IS NOT RESPONSIBLE FOR REPLACING ANY IMPROVEMENTS IN, UNDER, OR OVER ANY EASEMENTS CAUSED BY MAINTENANCE OR REPAIR. 24.) UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENTS LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY THE PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLICS AND THE CITY OF SANGER'S USE THEREOF. 25.) THE CITY OF SANGER AND THE PUBLIC UTILITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDING, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAS ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN THE EASEMENTS. 26.) THE CITY OF SANGER AND PUBLIC UTILITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING READING METERS AND ADDING TO OR REMOVING ALL OR PARTS OF THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME PROCURING PERMISSION FROM ANYONE. 27.) ALL MODIFICATIONS TO THIS DOCUMENT SHALL BE BY MEANS OF THE PLAT AND APPROVED BY THE CITY OF SANGER. 28.) THIS PROPERTY MAY BE SUBJECT TO CHARGES RELATED TO IMPACT FEES AND APPLICANT SHOULD CONTACT THE CITY REGARDING ANY APPLICABLE FEES DUE. 29.) MINIMUM FINISHED FLOOR ELEVATIONS ARE AT LEAST 2 FEET ABOVE 100 YEAR FLOOD PLANE. 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. SITE HOLT ST. N K E A T O N D R . K E A T O N D R . S.5TH ST. T E XA S show old property line on the plat since it's being added to the lot per this plat or per previous plat? Clarify easements throughout per plat? or existing? show Keaton Road ROW and location does the access fit the limits of Keaton? Measurement of aerial imagery appears to show approximately 25 feet on the width. Verify. provide a closure report - 10.104(10)(B) which previous survey? Filed plat does not indicate a gap between surveys any corners found for existing adjacent lot? Needed to establish accuracy of data. 10. 104(10)(G) any monumentation here? 10.104(10)(D) note only needed if within or adjacent to floodplain 10.104(10) (P)(vi) "is true and correct and..." 10.104(10)(V) spelling update to City standard approval block: 10.104(10)(X) 113 Item 9. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a rezoning from Planned Development- Townhome (PD-TH) to Planned Development-SF-1 (PD-SF-1) of approximately 14.908 acres of land, described as A0029A R BEEBE, 72B(2A), within the City of Sanger, and generally located on west side of Marion Road approximately 820 feet south of the intersection of Marion Road and Huling Road. SUMMARY:  The applicant is proposing to rezone the subject property of approximately 14.908 acres from PD-TH to PD_SF-1.  They will create 64 single-family lots on the site.  This zoning would conform to the future land use map.  The property adjoins a single-family property and a townhome property.  The development would meet the R-1 zoning requirements with the following changes o Minimum lot square footage would 6000 square feet. o Minimum lot depth would be 120 feet. o Minimum dwelling size would be 1850 with a 15% max of lots below 2000. o Minimum front yard setback 25 feet with features such as overhangs, stoops, bay windows, front porches allowed to extend a maximum of 5 feet into the front yard setback. o Minimum side yard setback 5 feet and 10 feet adjacent a street. o Minimum rear yard setback 20 feet with feature such as porches, courtyards, masonry chimneys, and bay windows allowed to extend a maximum 5 feet into setback o Maximum lot coverage 65% o Enclosed parking area of at least 400 square feet (this does not count toward minimum house size) and face of garage door must be located at least 20 feet from street right-of-way. The garage door does not have to be behind the street-facing façade of the house. o Lot widths shall be measured at the rear of the required front yard setback. o 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. o Single-family lots shall have an irrigation system in the front yard and street corner side yard. o Each home will have a minimum of 2 shade trees. o Each home will have a minimum of 12 three gallon shrubs.  Staff mailed out 34 public hearing notices to owners of properties within 200 feet of the subject property and at the time of this report had received one response in favor and one response opposed. Responses are attached. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A 114 Item 10. RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map PD – Sanger Circle Ph. 7 Application Letter of Intent SF-1 Regulations Response form - In Favor Response form - Opposed 115 Item 10. S F -1 0SF-1 0 AA S F -1SF-1 P D -T HPD-T HSF-1 0SF-1 0 AA A V I O N D R M A R IO N R D H U L IN G R D E L I T E R D P A D R O N L N E N C L A V E D R Z I N O L N /Location: Sanger Circle Phase 7 PD Zoning ChangeProject: 23SANZO N-0028 DISCLA IMER:This map was g en e ra te d by GI S da ta p ro vid edby the S anger GIS De pa rtme nt . Th e City o f Sanger does not gu a ra n te e the c orrec tne ss oraccuracy of any fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit able fo r site -s pe cific d e cision ma king .GIS dat a is subje ct to co nst an t cha n ge s, an dmay not be comple te , a ccu rat e o r cu rren t. S F -1 0SF-1 0 AA S F -1SF-1 P D -S F 1PD-S F 1 AA S F -1 0SF-1 0 P D -T HPD-T H M A R IO N R D A V I O N DR H U L IN G R D E L I T E R D P A D R O N L N E N C L A V E D R Z I N O L N Cur re nt Zoning Prop osed Zon in g 0 2 5 0 5 0 0125 F e e t Cit y Lim its Exh ibits 116 Item 10. 117 Item 10. 118 Item 10. 119 Item 10. 120 Item 10. 121 Item 10. 122 Item 10. 123 Item 10. 124 Item 10. SECTION 53 “R-1” RESIDENTIAL DISTRICT - 1 General Purpose and Description: This district is designed to permit larger single-family detached dwelling units on small lots. The R districts are the preferred zoning districts for new single-family residential land uses. 53.1 Permitted Uses: A. Uses permitted in the SF-2 through SF-10 districts are outlined in the chart in Section 30. 53.2 Area Regulations: A. Size of Yards: 1. Minimum Front Yard: Twenty feet (20')[.] 2. Minimum Side Yard: Eight feet (8'); Ten feet (10') on corner adjacent to side street. 3. Minimum Rear Yard: Twenty feet (20')[.] B. Size of Lots: 1. Minimum Lot Area: Six thousand (6,500) [sic] square feet[.] 2. Minimum Lot Width: Fifty feet (50')[.] 3. Minimum Lot Depth: One hundred feet (100')[.] C. Minimum Dwelling Size: Two thousand (2,000) square feet[.] D. Minimum Parking Required: An enclosed parking area of at least four hundred (400) square feet. This area does not count towards the minimum dwelling size. 125 Item 10. 126 Item 10. 127 Item 10. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Minor Plat of Sims Street Addition, Block A, Lot 1 being 0.129 acres, located in the City of Sanger, and generally located on the east side of Sims Street approximately 97 feet north of the intersection of Sims St and Kirkland St. SUMMARY:  The applicant is proposing to create 1 single-family lot of 0.129 acres.  This is an existing infill lot.  The lot received a variance to the minimum lot size of 6500 sq ft and to allow for a lot of 5625 sq ft.  The lot received a variance from the minimum lot depth of 100 ft and to allow for a depth of 75 ft.  The lot received a variance from the front yard setback of 25 ft to allow for a setback of 21 ft and from a rear yard setback of 25 ft to allow for a setback of 18 ft.  The lot has a width of 75 ft. 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 Minor Plat Application Letter of Intent Planning Comments Engineering Comments 128 Item 11. 60 0 69 60 1 98 59 7 91 60 1 23 74 3 911 60 3 92 60 0 96 60 0 86 60 0 99 60 0 64 65 6 44 3 60 0 38 84 7 80 60 1 06 60 0 81 98 4 74 6 60 0 76984747 60 1 65 60 1 55 60 1 72 60 11 7 SIM S S T SMITH ST KIRKLAND ST 203KIRKLAND ST 100 SI MS ST 307KIRKLAND ST 309KIRKLAND ST /Project Name: Sims Str eet Minor PlatKAZ Sur veying Project: 23SANZO N-0033 0 50 10025 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 7/23 /2 02 3 2 :4 1:4 8 P MDoc Name : 2 3 SA NZON-0 03 3 _S ims S tree t Min or Pla tCity L imi ts Exhi bi ts SubjectArea 129 Item 11. 130 Item 11. 131 Item 11. KAZ Surveying, Incorporated 1720 Westminster Street Denton, TX 76205 Phone: 940-382-3446 Fax: 940-382-3447 Sims Street Addition Sanger, TX 76266 07-10-2023 The purpose of this Minor Plat is to create 1 (one) lot of record. DCAD# 60106 David Jett KAZ Surveying, Inc 940-382-3446 davidj@kazsurveying.com 132 Item 11. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 08/02/2023 1st REVIEW COMMENTS – Final Plat (Sims Addition) The request is for a Final Plat of the Sims Addition containing 1 lot, being approximately 0.129 acres in the REUBEN BEBEE SURVEY, ABSTRACT NO 29, prepared by KAZ Surveying, submitted on 07/19/2023. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following 1. Show the centerline of existing streets and dimensions from the centerline to the edges of existing and proposed right-of-way on both sides of the centerline. 2. Provide a signed notarized copy of private restrictions (if any), that are filed for record in the office of the County Clerk. 3. Include all standard notes from checklist. 4. Show the name address and phone number of all utilities providing service to the development and a signature or will-serve letter, signifying their ability to provide service to the subdivision. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, August 14, 2023, and the City Council meeting on Tuesday, September 5, 2023. 133 Item 11. August 9, 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: Sims Street Addition – Minor Plat First Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to provide a first review of the minor plat for Lot 1, Block A of the Sims Street Addition located on Sims Street north of Kirkland Street. The property is located inside the City of Sanger limits. The Minor Plat was prepared by KAZ Surveying and is dated July 7, 2023. Ordinance citations are provided on the attached markup. Our comments are as follows 1. Show required building setbacks per zoning. 2. Provide an updated letter of intent with additional information as required by Ordinance 10.104(d)(3). See markup for more information. If you have any questions or need additional information, please do not hesitate to call me at (817) 764 7467. Sincerely, HALFF Leigh A. Hollis, P.E. Attachments: markups 134 Item 11. 135 Item 11. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Vape Shop. SUMMARY:  Per Chapter 14 Zoning, Section 37 Classification of New and Unlisted Uses  Vape Shop is not listed in the Zoning Classification of Chapter 14 Zoning.  “B-1” Business District-1 is intended for office facilities, neighborhood shopping facilities, and retail and commercial facilities of service character.  “B-2” Business District-2 is the most inclusive Business District and includes “B-1” uses, but has an expanded range of services.  “B-3” Business District-3 is intended to meet the special needs and interests of the historically central commercial area. “B-3” is located downtown.  Vape Shop is considered an age-restricted business and may not sell to anyone under 21 years of age.  The Planning & Zoning recommendation will be forwarded to City Council to consider and City Council will pass a resolution for the use. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends the Zoning Classification of “B-2” Business District-2. ATTACHMENTS: Chapter 14, Section 37 – Classification of New and Unlisted Uses “B-1” Zoning regulations “B-2” Zoning regulations “B-3” Zoning regulations 136 Item 12. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 1/2 1. 2. 3. 4. City of Sanger, TX Wednesday, June 28, 2023 Exhibit 14A. Zoning Ordinance SECTION 37. CLASSIFICATION OF NEW AND UNLISTED USES § 37.1. It is recognized that new types of land use will develop and forms of land use not anticipated may seek to locate in the City. In order to provide for such changes and contingencies, a determination as to the appropriate classification of any new or unlisted form of land use shall be made as follows: The building inspector shall refer the question concerning any new or unlisted use to the Planning and Zoning Commission requesting an interpretation as to the zoning classification into which such use should be placed. The referral of the use interpretation question shall be accompanied by a statement of facts listing the nature of the use and whether it involves dwelling activity, sales, processing, type of product, storage and amount, and nature thereof, enclosed or open storage, anticipated employment, transportation requirements, the amount of noise, odor, fumes, dust, toxic material and vibration likely to be generated and the general requirements for public utilities such as water and sanitary sewer. The Planning and Zoning Commission shall consider the nature and described performance of the proposed use and its compatibility with the uses permitted in the various districts, and determine the zoning district or districts within which such use should be permitted. The Planning and Zoning Commission shall transmit its findings and recommendations to the City Council as to the classification proposed for any new or unlisted use. The City Council shall by resolution approve the recommendation of the Planning and Zoning Commission or make such determination concerning the classification of such use as is determined appropriate based upon its findings. Standards for new and unlisted uses may be interpreted as those of a similar use. When determination of the minimum requirements cannot be readily ascertained, the same process outlined in paragraphs 1, 2, and 3 above shall be followed. (Ordinance 015-87 of August 3, 1987) Select Language ▼ 137 Item 12. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 2/2 138 Item 12. SECTION 22 "B-1" BUSINESS DISTRICT General Purpose and Description: The "B-1" Business District is intended for office facilities, neighborhood shopping facilities and retail and commercial facilities of a service character. The B-1 District is established to accommodate the daily and frequent needs of the community. 22.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Banks or savings and loans containing no more than 10,000 square feet of floor space. 2. Clinic, medical or dental containing no more than 10,000 square feet of floor space. 3. Food store with floor space not greater than twenty thousand (20,000) square feet. 4. Furniture and appliance, retail sales containing no more than 20,000 square feet of floor space. 5. Laboratory, medical or dental containing no more than 10,000 square feet of floor space. 6. Lithographic or print shop, retail only. 7. Tool rental (inside only). 8. Other general retail sales of similar nature and character provided that the busines s establishment is subject to the following conditions, which shall be applicable to all uses in the district: a. The business shall be conducted wholly within an enclosed building; b. Required yards shall not be used for display, sale or storage of merchandise or for the storage of vehicles, equipment, containers or waste material; c. All merchandise shall be sold at retail on the premises; and d. Such use shall not be objectionable because of odor, excessive light, smoke, dust, noise, vibration or similar nuisance. 9. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in the B-1 District, when granted in accordance with Section 31: 1. Gasoline service station with associated automobile repair facility with floor space not greater than two thousand five hundred (2500) square feet. 2. Other uses as listed in Section 30 of this ordinance. 22.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, roof gables, chimneys, vent stacks or mechanical equipment rooms, which may project not more than twelve (12) feet beyond maximum building height. 22.3 Area Regulations: 1. Size of Yards: a. Front Yard: Twenty-five (25) feet measured from the front property line. (60) foot front yard. b. Side Yard: Adjacent to a street-twenty-five (25) feet; adjacent to a residential district property line twenty (20) feet; other conditions ten (10) feet. c. Rear Yard: Twenty (20) feet for any building or structure. If an alley is not required, a masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining uses. d. Special Side or Rear Yard Requirement; When a nonresidential zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided on the nonresidential property. A masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be 139 Item 12. constructed on the non-residential property adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: No more than forty percent (40%) of the lot area shall be covered by buildings. 22.4 Parking Regulations: Off-street parking and loading shall be provided as set forth in Section 32. 140 Item 12. SECTION 23 "B-2" BUSINESS DISTRICT - 2 General Purpose and Description: The "B-2" Business district is intended to provide a zoning category similar to the "B-1" District, except that additional uses are permitted which are not generally carried on completely within a building or structure, and an expanded range of service and repair uses is permitted. 23.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Any use permitted in the "B-1" Business District. 2. Building materials sales (no outside storage of lumber, materials or equipment). 3. Lithographic or print shop, retail only. 4. Newspaper or commercial printing. 5. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in a B-2 District, when granted in accordance with Section 31: 1. Uses as listed in Section 30 of this ordinance. 23.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 23.3 Area Regulations: 1. Size of Yard a. Front Yard: Minimum required setback shall be twenty (20) feet. Accessory uses must be set back a minimum of sixty (60) feet. b. Side Yard: Adjacent to a street, twenty-five (25) feet; minimum required--ten (10) feet. c. Rear Yard: The minimum rear yard setback shall be twenty (20) feet for any building, or structure. When an alley is not required, a solid masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining use. d. Special Side or Rear Yard Requirement: When a nonresidentially zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided for on the nonresidential property. A solid masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be constructed adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: In no case shall more than fifty percent (50%) of the lot area be covered by buildings. 23.4 Parking Requirements: Off street parking requirements shall be provided in accordance with Section 32. 141 Item 12. SECTION 24 "B-3" CENTRAL BUSINESS DISTRICT General Purpose and Description: The “B-3” district is intended to provide a zoning category to meet the special needs and interests of the historically central commercial area of the community. A variety of commercial uses are permitted although all permitted activities are conducted within a building or structure. 24.1 Use Regulations: A building or premise[s] shall be used only for the following purposes: 1. Uses permitted in the B-1 district. 2. Single-family residential attached and multifamily dwellings. 3. Other uses as listed in Section 30 of this ordinance [exhibit]. 24.2 Height Regulations: No building shall exceed thirty-five (35) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 24.3 Area Regulations: 1. Size of Yard: a. Front Yard: None required. b. Side Yard: None required, except where a B-3 district abuts a residential district in which case a minimum side yard of ten (10) feet shall be provided. The side yard setback from a side street shall be fifteen (15) feet. c. Rear Yard: None required, except where a B-3 district abuts a residential district (whether separated by an alley or not) in which case a minimum back yard of ten (10) feet shall be provided. 2. Size of Lot: a. Minimum Lot Size: None. b. Minimum Lot Width: None. c. Minimum Lot Depth: None. 3. Lot Coverage: The maximum lot coverage by buildings shall be one hundred (100) percent of the lot area. 24.4 Parking Requirements: Off-street parking and loading shall be provided as set forth in Section 32, with the first twenty (20) required off-street parking spaces being subtracted from the total number required. 24.5 Architectural Standards: The exterior design of buildings within the district shall feature the architectural elements identified within Chapter 8 Heritage Preservation of the 2007 Comprehensive Land Use Plan. Existing exterior details shall be preserved whenever possible. New structures shall replicate the style, scale, placement, awnings, and canopies of existing buildings within the same block whenever possible. (Ordinance 02-04-10 adopted 2/1/10) 24.6 Architectural Review: Applications for a building permit or other required permit for construction work within the district must be reviewed and approved for compliance with the Architectural Standards prior to issuance. A minor project is an alteration that does not remove or conceal the heritage elements. A major project is one that removes or conceals heritage elements, one that adds contrasting elements, and/or a new structure greater than 200 square feet. The design of minor projects can be approved by the Director of Development Services. Designs which cannot be approved by the Director must be forwarded to the Historic Preservation Commission for consideration. The Director can forward a proposed design to the Historic Preservation Commission for any reason. Major projects must be reviewed by the Planning and Zoning Commission, and approved prior to issuance of a building permit. The Commission shall also review minor projects forwarded by the Director of Development Services. The Commission can make a finding of conformance with Architectural Standards and approve the design for issuance of a permit. Denial of a proposed design for lack of conformance with the Architectural Standards may be appealed by the applicant to the City Council. 142 Item 12. (Ordinance 01-03-15 adopted 1/20/15) 143 Item 12. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Tattoo Shop. SUMMARY:  Per Chapter 14 Zoning, Section 37 Classification of New and Unlisted Uses  Tattoo Shop is not listed in the Zoning Classification of Chapter 14 Zoning.  “B-1” Business District-1 is intended for office facilities, neighborhood shopping facilities, and retail and commercial facilities of service character.  “B-2” Business District-2 is the most inclusive Business District and includes “B-1” uses, but has an expanded range of services.  “B-3” Business District-3 is intended to meet the special needs and interests of the historically central commercial area. “B-3” is located downtown.  Tattoo Shop is considered an age-restricted business and may not serve anyone under 18 years of age.  The Planning & Zoning recommendation will be forwarded to City Council to consider and City Council will pass a resolution for the use. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends the Zoning Classification of “B-2” Business District-2. ATTACHMENTS: Chapter 14, Section 37 – Classification of New and Unlisted Uses “B-1” Zoning regulations “B-2” Zoning regulations “B-3” Zoning regulations 144 Item 13. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 1/2 1. 2. 3. 4. City of Sanger, TX Wednesday, June 28, 2023 Exhibit 14A. Zoning Ordinance SECTION 37. CLASSIFICATION OF NEW AND UNLISTED USES § 37.1. It is recognized that new types of land use will develop and forms of land use not anticipated may seek to locate in the City. In order to provide for such changes and contingencies, a determination as to the appropriate classification of any new or unlisted form of land use shall be made as follows: The building inspector shall refer the question concerning any new or unlisted use to the Planning and Zoning Commission requesting an interpretation as to the zoning classification into which such use should be placed. The referral of the use interpretation question shall be accompanied by a statement of facts listing the nature of the use and whether it involves dwelling activity, sales, processing, type of product, storage and amount, and nature thereof, enclosed or open storage, anticipated employment, transportation requirements, the amount of noise, odor, fumes, dust, toxic material and vibration likely to be generated and the general requirements for public utilities such as water and sanitary sewer. The Planning and Zoning Commission shall consider the nature and described performance of the proposed use and its compatibility with the uses permitted in the various districts, and determine the zoning district or districts within which such use should be permitted. The Planning and Zoning Commission shall transmit its findings and recommendations to the City Council as to the classification proposed for any new or unlisted use. The City Council shall by resolution approve the recommendation of the Planning and Zoning Commission or make such determination concerning the classification of such use as is determined appropriate based upon its findings. Standards for new and unlisted uses may be interpreted as those of a similar use. When determination of the minimum requirements cannot be readily ascertained, the same process outlined in paragraphs 1, 2, and 3 above shall be followed. (Ordinance 015-87 of August 3, 1987) Select Language ▼ 145 Item 13. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 2/2 146 Item 13. SECTION 22 "B-1" BUSINESS DISTRICT General Purpose and Description: The "B-1" Business District is intended for office facilities, neighborhood shopping facilities and retail and commercial facilities of a service character. The B-1 District is established to accommodate the daily and frequent needs of the community. 22.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Banks or savings and loans containing no more than 10,000 square feet of floor space. 2. Clinic, medical or dental containing no more than 10,000 square feet of floor space. 3. Food store with floor space not greater than twenty thousand (20,000) square feet. 4. Furniture and appliance, retail sales containing no more than 20,000 square feet of floor space. 5. Laboratory, medical or dental containing no more than 10,000 square feet of floor space. 6. Lithographic or print shop, retail only. 7. Tool rental (inside only). 8. Other general retail sales of similar nature and character provided that the busines s establishment is subject to the following conditions, which shall be applicable to all uses in the district: a. The business shall be conducted wholly within an enclosed building; b. Required yards shall not be used for display, sale or storage of merchandise or for the storage of vehicles, equipment, containers or waste material; c. All merchandise shall be sold at retail on the premises; and d. Such use shall not be objectionable because of odor, excessive light, smoke, dust, noise, vibration or similar nuisance. 9. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in the B-1 District, when granted in accordance with Section 31: 1. Gasoline service station with associated automobile repair facility with floor space not greater than two thousand five hundred (2500) square feet. 2. Other uses as listed in Section 30 of this ordinance. 22.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, roof gables, chimneys, vent stacks or mechanical equipment rooms, which may project not more than twelve (12) feet beyond maximum building height. 22.3 Area Regulations: 1. Size of Yards: a. Front Yard: Twenty-five (25) feet measured from the front property line. (60) foot front yard. b. Side Yard: Adjacent to a street-twenty-five (25) feet; adjacent to a residential district property line twenty (20) feet; other conditions ten (10) feet. c. Rear Yard: Twenty (20) feet for any building or structure. If an alley is not required, a masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining uses. d. Special Side or Rear Yard Requirement; When a nonresidential zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided on the nonresidential property. A masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be 147 Item 13. constructed on the non-residential property adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: No more than forty percent (40%) of the lot area shall be covered by buildings. 22.4 Parking Regulations: Off-street parking and loading shall be provided as set forth in Section 32. 148 Item 13. SECTION 23 "B-2" BUSINESS DISTRICT - 2 General Purpose and Description: The "B-2" Business district is intended to provide a zoning category similar to the "B-1" District, except that additional uses are permitted which are not generally carried on completely within a building or structure, and an expanded range of service and repair uses is permitted. 23.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Any use permitted in the "B-1" Business District. 2. Building materials sales (no outside storage of lumber, materials or equipment). 3. Lithographic or print shop, retail only. 4. Newspaper or commercial printing. 5. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in a B-2 District, when granted in accordance with Section 31: 1. Uses as listed in Section 30 of this ordinance. 23.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 23.3 Area Regulations: 1. Size of Yard a. Front Yard: Minimum required setback shall be twenty (20) feet. Accessory uses must be set back a minimum of sixty (60) feet. b. Side Yard: Adjacent to a street, twenty-five (25) feet; minimum required--ten (10) feet. c. Rear Yard: The minimum rear yard setback shall be twenty (20) feet for any building, or structure. When an alley is not required, a solid masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining use. d. Special Side or Rear Yard Requirement: When a nonresidentially zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided for on the nonresidential property. A solid masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be constructed adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: In no case shall more than fifty percent (50%) of the lot area be covered by buildings. 23.4 Parking Requirements: Off street parking requirements shall be provided in accordance with Section 32. 149 Item 13. SECTION 24 "B-3" CENTRAL BUSINESS DISTRICT General Purpose and Description: The “B-3” district is intended to provide a zoning category to meet the special needs and interests of the historically central commercial area of the community. A variety of commercial uses are permitted although all permitted activities are conducted within a building or structure. 24.1 Use Regulations: A building or premise[s] shall be used only for the following purposes: 1. Uses permitted in the B-1 district. 2. Single-family residential attached and multifamily dwellings. 3. Other uses as listed in Section 30 of this ordinance [exhibit]. 24.2 Height Regulations: No building shall exceed thirty-five (35) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 24.3 Area Regulations: 1. Size of Yard: a. Front Yard: None required. b. Side Yard: None required, except where a B-3 district abuts a residential district in which case a minimum side yard of ten (10) feet shall be provided. The side yard setback from a side street shall be fifteen (15) feet. c. Rear Yard: None required, except where a B-3 district abuts a residential district (whether separated by an alley or not) in which case a minimum back yard of ten (10) feet shall be provided. 2. Size of Lot: a. Minimum Lot Size: None. b. Minimum Lot Width: None. c. Minimum Lot Depth: None. 3. Lot Coverage: The maximum lot coverage by buildings shall be one hundred (100) percent of the lot area. 24.4 Parking Requirements: Off-street parking and loading shall be provided as set forth in Section 32, with the first twenty (20) required off-street parking spaces being subtracted from the total number required. 24.5 Architectural Standards: The exterior design of buildings within the district shall feature the architectural elements identified within Chapter 8 Heritage Preservation of the 2007 Comprehensive Land Use Plan. Existing exterior details shall be preserved whenever possible. New structures shall replicate the style, scale, placement, awnings, and canopies of existing buildings within the same block whenever possible. (Ordinance 02-04-10 adopted 2/1/10) 24.6 Architectural Review: Applications for a building permit or other required permit for construction work within the district must be reviewed and approved for compliance with the Architectural Standards prior to issuance. A minor project is an alteration that does not remove or conceal the heritage elements. A major project is one that removes or conceals heritage elements, one that adds contrasting elements, and/or a new structure greater than 200 square feet. The design of minor projects can be approved by the Director of Development Services. Designs which cannot be approved by the Director must be forwarded to the Historic Preservation Commission for consideration. The Director can forward a proposed design to the Historic Preservation Commission for any reason. Major projects must be reviewed by the Planning and Zoning Commission, and approved prior to issuance of a building permit. The Commission shall also review minor projects forwarded by the Director of Development Services. The Commission can make a finding of conformance with Architectural Standards and approve the design for issuance of a permit. Denial of a proposed design for lack of conformance with the Architectural Standards may be appealed by the applicant to the City Council. 150 Item 13. (Ordinance 01-03-15 adopted 1/20/15) 151 Item 13. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Tattoo Shop. SUMMARY:  Per Chapter 14 Zoning, Section 37 Classification of New and Unlisted Uses  Tattoo Shop is not listed in the Zoning Classification of Chapter 14 Zoning.  “B-1” Business District-1 is intended for office facilities, neighborhood shopping facilities, and retail and commercial facilities of service character.  “B-2” Business District-2 is the most inclusive Business District and includes “B-1” uses, but has an expanded range of services.  “B-3” Business District-3 is intended to meet the special needs and interests of the historically central commercial area. “B-3” is located downtown.  Tattoo Shop is considered an age-restricted business and may not serve anyone under 18 years of age.  The Planning & Zoning recommendation will be forwarded to City Council to consider and City Council will pass a resolution for the use. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends the Zoning Classification of “B-2” Business District-2. ATTACHMENTS: Chapter 14, Section 37 – Classification of New and Unlisted Uses “B-1” Zoning regulations “B-2” Zoning regulations “B-3” Zoning regulations 152 Item 14. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 1/2 1. 2. 3. 4. City of Sanger, TX Wednesday, June 28, 2023 Exhibit 14A. Zoning Ordinance SECTION 37. CLASSIFICATION OF NEW AND UNLISTED USES § 37.1. It is recognized that new types of land use will develop and forms of land use not anticipated may seek to locate in the City. In order to provide for such changes and contingencies, a determination as to the appropriate classification of any new or unlisted form of land use shall be made as follows: The building inspector shall refer the question concerning any new or unlisted use to the Planning and Zoning Commission requesting an interpretation as to the zoning classification into which such use should be placed. The referral of the use interpretation question shall be accompanied by a statement of facts listing the nature of the use and whether it involves dwelling activity, sales, processing, type of product, storage and amount, and nature thereof, enclosed or open storage, anticipated employment, transportation requirements, the amount of noise, odor, fumes, dust, toxic material and vibration likely to be generated and the general requirements for public utilities such as water and sanitary sewer. The Planning and Zoning Commission shall consider the nature and described performance of the proposed use and its compatibility with the uses permitted in the various districts, and determine the zoning district or districts within which such use should be permitted. The Planning and Zoning Commission shall transmit its findings and recommendations to the City Council as to the classification proposed for any new or unlisted use. The City Council shall by resolution approve the recommendation of the Planning and Zoning Commission or make such determination concerning the classification of such use as is determined appropriate based upon its findings. Standards for new and unlisted uses may be interpreted as those of a similar use. When determination of the minimum requirements cannot be readily ascertained, the same process outlined in paragraphs 1, 2, and 3 above shall be followed. (Ordinance 015-87 of August 3, 1987) Select Language ▼ 153 Item 14. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 2/2 154 Item 14. SECTION 22 "B-1" BUSINESS DISTRICT General Purpose and Description: The "B-1" Business District is intended for office facilities, neighborhood shopping facilities and retail and commercial facilities of a service character. The B-1 District is established to accommodate the daily and frequent needs of the community. 22.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Banks or savings and loans containing no more than 10,000 square feet of floor space. 2. Clinic, medical or dental containing no more than 10,000 square feet of floor space. 3. Food store with floor space not greater than twenty thousand (20,000) square feet. 4. Furniture and appliance, retail sales containing no more than 20,000 square feet of floor space. 5. Laboratory, medical or dental containing no more than 10,000 square feet of floor space. 6. Lithographic or print shop, retail only. 7. Tool rental (inside only). 8. Other general retail sales of similar nature and character provided that the busines s establishment is subject to the following conditions, which shall be applicable to all uses in the district: a. The business shall be conducted wholly within an enclosed building; b. Required yards shall not be used for display, sale or storage of merchandise or for the storage of vehicles, equipment, containers or waste material; c. All merchandise shall be sold at retail on the premises; and d. Such use shall not be objectionable because of odor, excessive light, smoke, dust, noise, vibration or similar nuisance. 9. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in the B-1 District, when granted in accordance with Section 31: 1. Gasoline service station with associated automobile repair facility with floor space not greater than two thousand five hundred (2500) square feet. 2. Other uses as listed in Section 30 of this ordinance. 22.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, roof gables, chimneys, vent stacks or mechanical equipment rooms, which may project not more than twelve (12) feet beyond maximum building height. 22.3 Area Regulations: 1. Size of Yards: a. Front Yard: Twenty-five (25) feet measured from the front property line. (60) foot front yard. b. Side Yard: Adjacent to a street-twenty-five (25) feet; adjacent to a residential district property line twenty (20) feet; other conditions ten (10) feet. c. Rear Yard: Twenty (20) feet for any building or structure. If an alley is not required, a masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining uses. d. Special Side or Rear Yard Requirement; When a nonresidential zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided on the nonresidential property. A masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be 155 Item 14. constructed on the non-residential property adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: No more than forty percent (40%) of the lot area shall be covered by buildings. 22.4 Parking Regulations: Off-street parking and loading shall be provided as set forth in Section 32. 156 Item 14. SECTION 23 "B-2" BUSINESS DISTRICT - 2 General Purpose and Description: The "B-2" Business district is intended to provide a zoning category similar to the "B-1" District, except that additional uses are permitted which are not generally carried on completely within a building or structure, and an expanded range of service and repair uses is permitted. 23.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Any use permitted in the "B-1" Business District. 2. Building materials sales (no outside storage of lumber, materials or equipment). 3. Lithographic or print shop, retail only. 4. Newspaper or commercial printing. 5. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in a B-2 District, when granted in accordance with Section 31: 1. Uses as listed in Section 30 of this ordinance. 23.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 23.3 Area Regulations: 1. Size of Yard a. Front Yard: Minimum required setback shall be twenty (20) feet. Accessory uses must be set back a minimum of sixty (60) feet. b. Side Yard: Adjacent to a street, twenty-five (25) feet; minimum required--ten (10) feet. c. Rear Yard: The minimum rear yard setback shall be twenty (20) feet for any building, or structure. When an alley is not required, a solid masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining use. d. Special Side or Rear Yard Requirement: When a nonresidentially zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided for on the nonresidential property. A solid masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be constructed adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: In no case shall more than fifty percent (50%) of the lot area be covered by buildings. 23.4 Parking Requirements: Off street parking requirements shall be provided in accordance with Section 32. 157 Item 14. SECTION 24 "B-3" CENTRAL BUSINESS DISTRICT General Purpose and Description: The “B-3” district is intended to provide a zoning category to meet the special needs and interests of the historically central commercial area of the community. A variety of commercial uses are permitted although all permitted activities are conducted within a building or structure. 24.1 Use Regulations: A building or premise[s] shall be used only for the following purposes: 1. Uses permitted in the B-1 district. 2. Single-family residential attached and multifamily dwellings. 3. Other uses as listed in Section 30 of this ordinance [exhibit]. 24.2 Height Regulations: No building shall exceed thirty-five (35) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 24.3 Area Regulations: 1. Size of Yard: a. Front Yard: None required. b. Side Yard: None required, except where a B-3 district abuts a residential district in which case a minimum side yard of ten (10) feet shall be provided. The side yard setback from a side street shall be fifteen (15) feet. c. Rear Yard: None required, except where a B-3 district abuts a residential district (whether separated by an alley or not) in which case a minimum back yard of ten (10) feet shall be provided. 2. Size of Lot: a. Minimum Lot Size: None. b. Minimum Lot Width: None. c. Minimum Lot Depth: None. 3. Lot Coverage: The maximum lot coverage by buildings shall be one hundred (100) percent of the lot area. 24.4 Parking Requirements: Off-street parking and loading shall be provided as set forth in Section 32, with the first twenty (20) required off-street parking spaces being subtracted from the total number required. 24.5 Architectural Standards: The exterior design of buildings within the district shall feature the architectural elements identified within Chapter 8 Heritage Preservation of the 2007 Comprehensive Land Use Plan. Existing exterior details shall be preserved whenever possible. New structures shall replicate the style, scale, placement, awnings, and canopies of existing buildings within the same block whenever possible. (Ordinance 02-04-10 adopted 2/1/10) 24.6 Architectural Review: Applications for a building permit or other required permit for construction work within the district must be reviewed and approved for compliance with the Architectural Standards prior to issuance. A minor project is an alteration that does not remove or conceal the heritage elements. A major project is one that removes or conceals heritage elements, one that adds contrasting elements, and/or a new structure greater than 200 square feet. The design of minor projects can be approved by the Director of Development Services. Designs which cannot be approved by the Director must be forwarded to the Historic Preservation Commission for consideration. The Director can forward a proposed design to the Historic Preservation Commission for any reason. Major projects must be reviewed by the Planning and Zoning Commission, and approved prior to issuance of a building permit. The Commission shall also review minor projects forwarded by the Director of Development Services. The Commission can make a finding of conformance with Architectural Standards and approve the design for issuance of a permit. Denial of a proposed design for lack of conformance with the Architectural Standards may be appealed by the applicant to the City Council. 158 Item 14. (Ordinance 01-03-15 adopted 1/20/15) 159 Item 14. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 14, 2023 FROM: Ramie Hammonds, Development Service Director AGENDA ITEM: Consideration and possible action on a recommendation to the City Council for the zoning classification of a new unlisted use for a Vape Shop. SUMMARY:  Per Chapter 14 Zoning, Section 37 Classification of New and Unlisted Uses  Vape Shop is not listed in the Zoning Classification of Chapter 14 Zoning.  “B-1” Business District-1 is intended for office facilities, neighborhood shopping facilities, and retail and commercial facilities of service character.  “B-2” Business District-2 is the most inclusive Business District and includes “B-1” uses, but has an expanded range of services.  “B-3” Business District-3 is intended to meet the special needs and interests of the historically central commercial area. “B-3” is located downtown.  Vape Shop is considered an age-restricted business and may not sell to anyone under 21 years of age.  The Planning & Zoning recommendation will be forwarded to City Council to consider and City Council will pass a resolution for the use. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends the Zoning Classification of “B-2” Business District-2. ATTACHMENTS: Chapter 14, Section 37 – Classification of New and Unlisted Uses “B-1” Zoning regulations “B-2” Zoning regulations “B-3” Zoning regulations 160 Item 15. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 1/2 1. 2. 3. 4. City of Sanger, TX Wednesday, June 28, 2023 Exhibit 14A. Zoning Ordinance SECTION 37. CLASSIFICATION OF NEW AND UNLISTED USES § 37.1. It is recognized that new types of land use will develop and forms of land use not anticipated may seek to locate in the City. In order to provide for such changes and contingencies, a determination as to the appropriate classification of any new or unlisted form of land use shall be made as follows: The building inspector shall refer the question concerning any new or unlisted use to the Planning and Zoning Commission requesting an interpretation as to the zoning classification into which such use should be placed. The referral of the use interpretation question shall be accompanied by a statement of facts listing the nature of the use and whether it involves dwelling activity, sales, processing, type of product, storage and amount, and nature thereof, enclosed or open storage, anticipated employment, transportation requirements, the amount of noise, odor, fumes, dust, toxic material and vibration likely to be generated and the general requirements for public utilities such as water and sanitary sewer. The Planning and Zoning Commission shall consider the nature and described performance of the proposed use and its compatibility with the uses permitted in the various districts, and determine the zoning district or districts within which such use should be permitted. The Planning and Zoning Commission shall transmit its findings and recommendations to the City Council as to the classification proposed for any new or unlisted use. The City Council shall by resolution approve the recommendation of the Planning and Zoning Commission or make such determination concerning the classification of such use as is determined appropriate based upon its findings. Standards for new and unlisted uses may be interpreted as those of a similar use. When determination of the minimum requirements cannot be readily ascertained, the same process outlined in paragraphs 1, 2, and 3 above shall be followed. (Ordinance 015-87 of August 3, 1987) Select Language ▼ 161 Item 15. 6/28/23, 4:32 PM City of Sanger, TX CLASSIFICATION OF NEW AND UNLISTED USES https://ecode360.com/print/SA6473?guid=40387341 2/2 162 Item 15. SECTION 22 "B-1" BUSINESS DISTRICT General Purpose and Description: The "B-1" Business District is intended for office facilities, neighborhood shopping facilities and retail and commercial facilities of a service character. The B-1 District is established to accommodate the daily and frequent needs of the community. 22.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Banks or savings and loans containing no more than 10,000 square feet of floor space. 2. Clinic, medical or dental containing no more than 10,000 square feet of floor space. 3. Food store with floor space not greater than twenty thousand (20,000) square feet. 4. Furniture and appliance, retail sales containing no more than 20,000 square feet of floor space. 5. Laboratory, medical or dental containing no more than 10,000 square feet of floor space. 6. Lithographic or print shop, retail only. 7. Tool rental (inside only). 8. Other general retail sales of similar nature and character provided that the busines s establishment is subject to the following conditions, which shall be applicable to all uses in the district: a. The business shall be conducted wholly within an enclosed building; b. Required yards shall not be used for display, sale or storage of merchandise or for the storage of vehicles, equipment, containers or waste material; c. All merchandise shall be sold at retail on the premises; and d. Such use shall not be objectionable because of odor, excessive light, smoke, dust, noise, vibration or similar nuisance. 9. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in the B-1 District, when granted in accordance with Section 31: 1. Gasoline service station with associated automobile repair facility with floor space not greater than two thousand five hundred (2500) square feet. 2. Other uses as listed in Section 30 of this ordinance. 22.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, roof gables, chimneys, vent stacks or mechanical equipment rooms, which may project not more than twelve (12) feet beyond maximum building height. 22.3 Area Regulations: 1. Size of Yards: a. Front Yard: Twenty-five (25) feet measured from the front property line. (60) foot front yard. b. Side Yard: Adjacent to a street-twenty-five (25) feet; adjacent to a residential district property line twenty (20) feet; other conditions ten (10) feet. c. Rear Yard: Twenty (20) feet for any building or structure. If an alley is not required, a masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining uses. d. Special Side or Rear Yard Requirement; When a nonresidential zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided on the nonresidential property. A masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be 163 Item 15. constructed on the non-residential property adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: No more than forty percent (40%) of the lot area shall be covered by buildings. 22.4 Parking Regulations: Off-street parking and loading shall be provided as set forth in Section 32. 164 Item 15. SECTION 23 "B-2" BUSINESS DISTRICT - 2 General Purpose and Description: The "B-2" Business district is intended to provide a zoning category similar to the "B-1" District, except that additional uses are permitted which are not generally carried on completely within a building or structure, and an expanded range of service and repair uses is permitted. 23.1 Use Regulations: A building or premise shall be used only for the following purposes: 1. Any use permitted in the "B-1" Business District. 2. Building materials sales (no outside storage of lumber, materials or equipment). 3. Lithographic or print shop, retail only. 4. Newspaper or commercial printing. 5. Other uses as listed in Section 30 of this ordinance. The following specific uses shall be permitted in a B-2 District, when granted in accordance with Section 31: 1. Uses as listed in Section 30 of this ordinance. 23.2 Height Regulations: No building shall exceed one hundred (100) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 23.3 Area Regulations: 1. Size of Yard a. Front Yard: Minimum required setback shall be twenty (20) feet. Accessory uses must be set back a minimum of sixty (60) feet. b. Side Yard: Adjacent to a street, twenty-five (25) feet; minimum required--ten (10) feet. c. Rear Yard: The minimum rear yard setback shall be twenty (20) feet for any building, or structure. When an alley is not required, a solid masonry or wood wall of a minimum height of six (6) feet shall be constructed adjacent to the rear property line to provide a barrier between the adjoining use. d. Special Side or Rear Yard Requirement: When a nonresidentially zoned lot or tract abuts upon a zoning district boundary line dividing the lot or tract from a residentially zoned lot or tract, a minimum side yard of twenty (20) feet shall be provided for on the nonresidential property. A solid masonry or wood wall having a minimum height of six (6) feet above the average grade of the residential property shall be constructed adjacent to the common side (or rear) property line. 2. Size of Lot: a. Minimum Lot Area: None b. Minimum Lot Width: None c. Minimum Lot Depth: None 3. Lot Coverage: In no case shall more than fifty percent (50%) of the lot area be covered by buildings. 23.4 Parking Requirements: Off street parking requirements shall be provided in accordance with Section 32. 165 Item 15. SECTION 24 "B-3" CENTRAL BUSINESS DISTRICT General Purpose and Description: The “B-3” district is intended to provide a zoning category to meet the special needs and interests of the historically central commercial area of the community. A variety of commercial uses are permitted although all permitted activities are conducted within a building or structure. 24.1 Use Regulations: A building or premise[s] shall be used only for the following purposes: 1. Uses permitted in the B-1 district. 2. Single-family residential attached and multifamily dwellings. 3. Other uses as listed in Section 30 of this ordinance [exhibit]. 24.2 Height Regulations: No building shall exceed thirty-five (35) feet in height, except cooling towers, vent stacks or mechanical equipment rooms may project not more than twelve (12) feet beyond maximum building height. 24.3 Area Regulations: 1. Size of Yard: a. Front Yard: None required. b. Side Yard: None required, except where a B-3 district abuts a residential district in which case a minimum side yard of ten (10) feet shall be provided. The side yard setback from a side street shall be fifteen (15) feet. c. Rear Yard: None required, except where a B-3 district abuts a residential district (whether separated by an alley or not) in which case a minimum back yard of ten (10) feet shall be provided. 2. Size of Lot: a. Minimum Lot Size: None. b. Minimum Lot Width: None. c. Minimum Lot Depth: None. 3. Lot Coverage: The maximum lot coverage by buildings shall be one hundred (100) percent of the lot area. 24.4 Parking Requirements: Off-street parking and loading shall be provided as set forth in Section 32, with the first twenty (20) required off-street parking spaces being subtracted from the total number required. 24.5 Architectural Standards: The exterior design of buildings within the district shall feature the architectural elements identified within Chapter 8 Heritage Preservation of the 2007 Comprehensive Land Use Plan. Existing exterior details shall be preserved whenever possible. New structures shall replicate the style, scale, placement, awnings, and canopies of existing buildings within the same block whenever possible. (Ordinance 02-04-10 adopted 2/1/10) 24.6 Architectural Review: Applications for a building permit or other required permit for construction work within the district must be reviewed and approved for compliance with the Architectural Standards prior to issuance. A minor project is an alteration that does not remove or conceal the heritage elements. A major project is one that removes or conceals heritage elements, one that adds contrasting elements, and/or a new structure greater than 200 square feet. The design of minor projects can be approved by the Director of Development Services. Designs which cannot be approved by the Director must be forwarded to the Historic Preservation Commission for consideration. The Director can forward a proposed design to the Historic Preservation Commission for any reason. Major projects must be reviewed by the Planning and Zoning Commission, and approved prior to issuance of a building permit. The Commission shall also review minor projects forwarded by the Director of Development Services. The Commission can make a finding of conformance with Architectural Standards and approve the design for issuance of a permit. Denial of a proposed design for lack of conformance with the Architectural Standards may be appealed by the applicant to the City Council. 166 Item 15. (Ordinance 01-03-15 adopted 1/20/15) 167 Item 15.