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08/13/2024-PZ-Agenda Packet-RegularPLANNING & ZONING COMMISSION MEETING AGENDA AUGUST 13, 2024, 7:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM 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 July 8, 2024, meeting. ACTION ITEMS 2. Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1 – Multi-Family, being 17.33 acres described as HENRY TIERWESTER SURVEY, ABSTRACT NO. 1241, LOT 3, BLOCK A, located in the City of Sanger, and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. 3. Consideration and possible action on the Final Plat of Duck Creek Ridge, being 1.010 acres on land described as H.TIERWESTER SURVEY, ABSTRACT NO. 1241, located in the City of Sanger, and generally located on the south side of Duck Creek Road at the intersection of Duck Creek Road and Mesa Drive 4. Consideration and possible action on the Preliminary Plat of Stephen Town Crossing, being approximately 120.133 acres of land described as REUBEN BEBEE SURVEY, 1 ABSTRACT NO. 29, located in the City of Sanger, and generally located on the west side of Sanger Circle Addition and west of Montecristo Lane and Bridle Path Lane. 5. Consideration and possible action on the Preliminary Plat of Sanger Business Addition, being approximately 2.07 acres of land described as JOSE MARIA RUIS SURVEY, ABSTRACT NO. 1066 RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, within the City of Sanger, generally located south of FM 455 west and west of Sable Creek Boulevard. FUTURE AGENDA ITEMS The purpose of this item is to allow the Chairman and Commissioners to bring forward items they wish to discuss at a future meeting, A Commissioner may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Commission or at the call of the Chairman. INFORMATIONAL ITEMS ADJOURN NOTE: The Commission reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on August 8, 2024, at 2:00 PM. /s/ Stefani Dodson Stefani Dodson, Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 2 PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 13, 2024 FROM: Stefani Dodson, Secretary AGENDA ITEM: Consideration and possible action of the minutes from July 8, 2024, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Minutes from July 8, 2024 3 Item 1. Planning and Zoning Minutes 07/08/2024 Page 1 of 2 PLANNING & ZONING COMMISSION MEETING MINUTES JULY 08, 2024, 7:00 PM PLANNING & ZONING COMMISSION REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM There being a quorum Commissioner Miller called the Planning and Zoning meeting to order at 7:01 P.M BOARD MEMBERS PRESENT: Commissioner, Place 2 Sally Amendola Commissioner, Place 3 Jackie Turner Commissioner, Place 4 Allen McAlister Commissioner, Place 5 Jacob Gastelum Commissioner, Place 6 Jason Miller Commissioner, Place 7 Lisa Freeman BOARD MEMBERS ABSENT: Commissioner, Place 1 Shane Stone STAFF MEMBERS PRESENT: Director of Development Services Ramie Hammonds INVOCATION AND PLEDGE Pledge was led by Commissioner Amendola. CITIZENS COMMENTS No citizens came forward. 4 Item 1. Planning and Zoning Minutes 07/08/2024 Page 2 of 2 CONSENT AGENDA 1. Consideration and possible action of the minutes from June 10, 2024 meeting. Commissioner Miller makes a motion to approve the consent agenda. Commissioner Amendola seconded the motion. Voting Yea: Commissioner Turner, Commissioner Freeman, Commissioner McAlister and Commissioner Gastelum. The motion passes unanimously. ACTION ITEMS 2. Consideration and possible action on the Minor Plat of Elmore Addition, being approximately 0.648 acres of land described as A0029A R. BEEBE, TR 199, .64 ACRES, OLD DCAD SHT 4, TR 62, within the City of Sanger, generally located on the southwest corner of Bolivar Street and N. 7th Street. Commissioner Gastelum makes a motion to approve the consent agenda. Commissioner Miller seconded the motion. Voting Yea: Commissioner Freeman, Commissioner McAlister and Commissioner Amendola, Commissioner Turner. The motion passes unanimously. FUTURE AGENDA ITEMS No items were discussed. INFORMATIONAL ITEMS Commissioner Miller thanked both Commissioner McAlister and Commissioner Amendola for their service to the Board. ADJOURN There being no further items Commissioner Miller adjourns the meeting at 7:08 P.M. 5 Item 1. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 13, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1 – Multi-Family, being 17.33 acres described as HENRY TIERWESTER SURVEY, ABSTRACT NO. 1241, LOT 3, BLOCK A, located in the City of Sanger, and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. SUMMARY:  This is phase 1 of a multi-phase development.  This phase will consist of 600 dwelling units and 12 duplex units.  Applicant is platting Lot 3, Block A.  The proposed lots will be developed as Mulit-Family development.  These lots will have frontage along a newly constructed road. 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 6 Item 2. 745854 245458 245457 1004350 976406245456 1030624 56518 56513 776535 56521 745212 975265 1009030 1009031 965729 245453 245454 245455 233824 1009032 776571 1033424 959789 56452 84586 56470 116937 253746 56479 203994 238298 775099 309668 56374 677065 184931 56489 1009038 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 3:06:47 PM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 7 Item 2. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 7 4 5 1 4 O. R . D . C . T . ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 1 7 2 4 1 1 O. R . D . C . T . 5/8" CIRF "TXDOT" RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1/2" IRF HARTIN TRIANGLE TRUST VOLUME 2431, PAGE 147 O.R.D.C.T. EAGLE FARMS INC DOC. NO. 2022-3692 O.R.D.C.T. 1/2" IRF CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. C L C L C L C L C L C L C L C L C L C L C L C L CL CL CALLED 0.0832 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. CALLED 0.5258 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. BLOCK A RIGHT-OF-WAY EASEMENT CITY OF SANGER VOLUME 1716, PG. 400, R.P.R.D.C.T. ABANDONED BY DOC. NO. ___________ O.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT BY THIS PLAT IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y V A R I E S DE E D L I N E 15' SSE (BTP) 15' SSE (BTP) 15' SSE (BTP) 10'X10' WE (BTP) WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) LOT 3 16.47 ACRES 717,324 SQ.FT. HENRY TIE R W E S T E R S U R V E Y , ABSTRACT N O . 1 2 4 1 10'X10' WE (BTP) 15' DE (BTP) 15' WE (BTP) 24' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 6 0 ' R O W D E D I C A T I O N 0 . 8 6 A C R E S / 3 7 , 6 2 2 S Q . F T . ( B Y T H I S P L A T ) 20' UE (BTP) 15' UE (BTP) UE (BTP) POC DE (BTP) TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. CIRS N:7183505.38 E:2370324.34 CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS POB N:7184146.24 E:2371658.71 REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) S 1 3 ° 0 3 ' 2 4 " W 4 7 3 . 1 5 ' N 75° 3 3 ' 3 7 " W 2 2 0 . 5 8 ' N 88°36'43" W 559.38' S 0 1 ° 1 9 ' 3 0 " W 2 3 6 . 8 6 ' N 88°37'24" W 393.13' N 4 5 ° 5 5 ' 3 8 " E 1 6 5 . 5 0 ' S 88°44'41" E 282.10' S 88°37'28" E 868.41' N 88°37'28" W 254.36' L1 L 2 L3 C 1 C2 C3 10'X10' WE (BTP) 10' EE (BTP) C 4 L 4 2 9 6 . 9 1' 2 6 . 0 0 ' 2 9 6 . 7 4 ' 2 . 1 0 ' 37.23'63.22' 16.21' 276.46' 184.09'22.50'271.76'15.00'64.29'22.84' 150.7 8 ' 4.42' 19.53' 23.01' 1. 2 3 ' 37 8 . 1 9 ' 19 . 4 5 ' 51 . 3 0 ' 22 . 9 8 ' 23.35' 24.36'26.75' 270.38' 523.56' 16. 4 6 ' 7.1 6 ' 1.74' 10' WE (BTP) L5 L6 L7 L8 L9 L10 L11 L12 L13 L1 4 L15 L16 L17 L18 L19 L2 0 L21 L2 2 L23 L24 L 2 5 L26 C5 C 6 C7 C8 C9 C 1 0 C 1 1 C12 C13 C1 4 C1 5 C1 6 C 1 7 C18C19 C20 C 2 1 C 2 2 C23 C2 4 C25 C26 C 2 7 C28C29 C30C 3 1 C 3 2 C3 3 C34 C 3 5 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) L 2 7 L 2 8 L29 L30 L31 L32 L3 3 L34 L35 L36 L 3 7 L38 L39 L40 L 4 1 L42 L4 3 L44 L4 5 L46 L47L48 L 4 9 L50 L51 L52 L53 L5 4 L55 L5 6 L57 L 5 8 L5 9 L 6 0 L61 L 6 2 L6 3 L 6 4 L 6 5 L6 6 L 6 7 L 6 8 L69 L70 L71 L72 L7 3 L74 L75 L76 L 7 7 L78 L79 L80 L 8 1 L82 L8 3 L84L85 L 8 6 L87 L88L89 L90 L9 1 L92 L9 3 L94 L 9 5 L96 L97 L9 8 L9 9 L 1 0 0 L 1 0 1 L102 L103 L104 L1 0 5 L106 L1 0 7 L108 L10 9 L110 L11 1 L112 L 1 1 3 L1 1 4 L 1 1 5 L1 1 6 L117 L1 1 8 L119 L120 L 1 2 1 L 1 2 2 L123 L124 L1 2 5 60. 0 1 ' 105 . 4 9 ' 10' EE (BTP) LINE TABLE LINE BEARING DISTANCE L1 S 69°22'12" W 60.00' L2 N 45°19'00" W 19.43' L3 S 64°19'30" E 23.62' L4 N 45°19'00" W 17.56' L5 N 56°29'20" E 93.79' L6 N 76°16'44" E 99.36' L7 N 83°52'36" E 121.83' L8 S 88°37'28" E 759.89' L9 S 01°22'32" W 260.87' L10 S 88°37'28" E 63.98' L11 S 78°16'02" E 125.61' L12 N 78°16'02" W 119.64' L13 N 88°37'28" W 649.70' L14 S 01°20'03" W 155.70' L15 N 88°31'02" W 95.65' L16 S 56°29'20" W 94.53' L17 N 76°16'44" E 88.62' L18 N 83°52'36" E 121.04' L19 S 88°37'28" E 753.50' L20 S 01°22'33" W 254.87' L21 N 88°37'27" W 507.54' L22 S 01°22'32" W 155.58' L23 N 88°47'42" W 85.25' L24 N 71°22'32" E 7.16' L25 N 18°37'28" W 26.00' L26 S 71°22'32" W 29.81' L27 N 38°51'11" W 99.23' L28 N 42°40'29" W 109.16' L29 N 44°41'06" E 18.60' L30 N 76°16'48" E 158.58' L31 N 83°52'36" E 124.28' L32 S 88°37'24" E 32.87' LINE TABLE LINE BEARING DISTANCE L33 S 59°16'54" E 29.87' L34 S 88°30'31" E 17.12' L35 N 56°27'04" E 25.62' L36 S 88°37'24" E 233.66' L37 S 42°31'14" E 19.94' L38 S 88°30'31" E 16.27' L39 N 55°51'30" E 24.79' L40 S 88°37'24" E 246.26' L41 S 51°50'00" E 24.61' L42 S 88°30'31" E 23.33' L43 S 01°19'59" W 258.63' L44 S 87°49'39" E 76.76' L45 S 02°10'21" W 10.00' L46 N 87°49'39" W 80.29' L47 S 56°52'52" W 27.38' L48 N 88°37'24" W 229.23' L49 N 32°15'01" W 17.34' L50 N 89°17'08" W 12.72' L51 S 55°13'28" W 24.22' L52 N 88°37'24" W 161.27' L53 S 64°55'18" W 42.48' L54 S 01°22'32" W 19.04' L55 N 88°37'28" W 24.41' L56 N 55°26'11" W 103.18' L57 S 67°10'28" W 78.28' L58 S 29°20'45" E 6.97' L59 S 25°09'41" W 76.28' L60 S 22°30'27" E 179.93' L61 S 67°29'33" W 10.00' L62 N 22°30'27" W 184.35' L63 N 25°09'41" E 75.55' L64 N 29°20'45" W 33.97' LINE TABLE LINE BEARING DISTANCE L65 N 28°23'02" W 21.94' L66 N 65°07'05" W 114.33' L67 N 38°51'11" W 97.23' L68 N 42°40'29" W 99.95' L69 N 44°41'06" E 6.23' L70 N 76°16'48" E 155.08' L71 N 83°52'36" E 122.96' L72 S 88°37'24" E 29.60' L73 S 59°16'54" E 29.86' L74 S 88°30'31" E 22.88' L75 N 56°27'04" E 25.64' L76 S 88°37'24" E 226.25' L77 S 42°31'14" E 19.93' L78 S 88°30'31" E 23.73' L79 N 55°51'30" E 24.80' L80 S 88°37'24" E 239.74' L81 S 51°50'00" E 24.60' L82 S 88°30'31" E 16.67' L83 S 01°19'59" W 250.81' L84 S 56°52'52" W 23.47' L85 N 88°37'24" W 220.77' L86 N 32°15'01" W 17.41' L87 N 89°17'08" W 21.35' L88 S 55°13'28" W 24.16' L89 N 88°37'24" W 160.35' L90 S 64°55'18" W 51.02' L91 S 01°22'32" W 15.23' L92 N 88°37'28" W 11.43' L93 N 55°26'11" W 105.67' L94 S 67°10'28" W 84.90' L95 N 29°20'45" W 22.00' L96 N 65°07'05" W 115.32' LINE TABLE LINE BEARING DISTANCE L97 N 71°06'36" E 97.10' L98 N 08°37'47" E 46.40' L99 N 08°37'47" E 22.32' L100 N 20°55'49" W 31.72' L101 N 20°55'49" W 21.91' L102 N 71°06'36" E 58.53' L103 S 88°37'28" E 56.42' L104 S 75°37'53" E 93.64' L105 N 12°25'30" E 76.52' L106 N 78°15'29" W 62.50' L107 N 01°22'32" E 306.56' L108 S 88°37'28" E 293.13' L109 N 54°51'19" E 22.00' L110 S 88°37'28" E 12.60' L111 S 54°51'19" W 25.21' L112 S 88°37'28" E 51.42' L113 N 41°31'28" W 27.66' L114 N 17°01'19" E 16.41' L115 N 22°07'49" W 48.38' L116 N 11°49'45" E 28.07' L117 N 78°15'29" W 138.22' L118 N 12°25'30" E 71.66' L119 N 88°37'28" W 43.20' L120 S 61°12'08" W 45.87' L121 N 37°52'14" W 93.93' L122 N 37°52'14" W 92.74' L123 N 88°37'28" W 271.91' L124 S 61°12'08" W 32.73' L125 S 01°22'32" W 36.60' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 595.33'1322.70'25°47'17"N 33°31'27" W 590.32' C2 268.88'922.95'16°41'32"N 79°47'50" E 267.93' C3 120.72'608.75'11°21'45"N 85°21'24" E 120.52' C4 621.75'1382.70'25°45'50"N 33°30'43" W 616.53' C5 48.47'30.00'92°34'48"N 10°11'56" E 43.37' C6 158.79'1220.10'7°27'24"N 39°49'10" W 158.68' C7 104.57'50.00'119°49'36"N 16°21'56" E 86.53' C8 6.63'50.00'7°35'52"N 80°04'40" E 6.63' C9 6.54'50.00'7°29'56"N 87°37'34" E 6.54' C10 78.54'50.00'90°00'00"S 43°37'28" E 70.71' C11 47.12'30.00'90°00'00"S 43°37'28" E 42.43' C12 4.70'26.00'10°21'26"S 83°26'45" E 4.69' C13 45.85'30.00'87°33'59"N 57°56'58" E 41.52' C14 371.37'7421.33'2°52'02"N 12°43'58" E 371.33' C15 408.41'7428.53'3°09'00"S 12°50'22" W 408.36' C16 4.62'7421.30'0°02'08"N 14°51'06" E 4.62' C17 48.75'30.00'93°06'04"N 31°43'00" W 43.56' C18 3.62'20.00'10°21'26"N 83°26'45" W 3.61' C19 47.15'30.00'90°02'29"S 46°21'18" W 42.44' C20 78.67'50.00'90°08'55"S 46°24'31" W 70.80' C21 60.92'50.00'69°48'19"N 53°36'53" W 57.22' C22 281.89'1220.10'13°14'16"N 25°19'52" W 281.27' C23 47.94'30.00'91°33'41"N 77°43'50" W 43.00' C24 62.48'30.00'119°19'54"N 16°36'47" E 51.79' C25 3.98'30.00'7°35'52"N 80°04'40" E 3.98' C26 3.93'30.00'7°29'56"N 87°37'34" E 3.92' C27 47.12'30.00'90°00'01"S 43°37'27" E 42.43' C28 47.12'30.00'89°59'59"S 46°22'33" W 42.43' C29 78.54'50.00'90°00'01"S 46°22'32" W 70.71' C30 47.03'30.00'89°49'46"S 46°17'25" W 42.36' C31 36.59'30.00'69°52'46"N 53°51'19" W 34.36' C32 269.76'1257.71'12°17'21"N 25°03'37" W 269.25' C33 53.71'30.00'102°34'49"N 20°05'07" E 46.82' C34 38.40'30.00'73°19'51"N 71°57'33" W 35.83' C35 169.67'1252.92'7°45'33"N 39°10'23" W 169.54' PAGE 1 OF 2 VICINITY MAP NOT TO SCALE 1" = 60' 0 6030 N SITE Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 = DOCUMENT NUMBERDOC. NO. = VOLUMEVOL. = PAGEPG. OFFICIAL RECORDS,O.R.D.C.T.DENTON COUNTY, TEXAS= LEGEND = POINT OF BEGINNINGPOB = IRON ROD FOUNDIRF = CABINETCAB. = CAPPED IRON ROD FOUNDCIRF PLAT RECORDS,P.R.D.C.T.DENTON COUNTY, TEXAS= 1/2" IRON ROD SET W/GREEN CIRS PLASTIC CAP STAMPED= "EAGLE SURVEYING" SET FIRE LANE, MUTUAL ACCESS FLMAUDE DRAINAGE & UTILITY EASEMENT= WATER EASEMENTWE= DRAINAGE EASEMENTDE= (BTP)BY THIS PLAT= UTILITY EASEMENTUE= ELECTRIC EASEMENTEE= 1.The purpose of this plat is to create one lot of record. 2.This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The bearings and grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011) Texas North Central Zone 4202. 4.Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law, and is subject to fines and/or withholding of utilities and building permits. Building setbacks will be 20' from all lot lines. 5.Lot to lot drainage shall not be allowed. 6.All lots comply with the minimum size requirements of the zoning district. 7.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 8.All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 9.This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES 8 Item 2. PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat is true and correct and was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas PAGE 2 OF 2 OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, JOHN PORTER AUTO SALES, INC. and PAC GROUP, LTD., are the owners of a 17.33 acre tract or parcel of land situated in the Henry Tierwester Survey, Abstract Number 1241 in Denton County, Texas and being all of a called 26.385 acre tract of land conveyed to John Porter Auto Sales, Inc. by Warranty Deed of record in Volume 1330, Page 277 of the Official Records of Denton County, Texas, and all of a called 61.598 acre tract of land conveyed to Pac Group LTD by Warranty Deed of record in Volume 4759, Page 632 of the Official Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8" iron rod with plastic cap satmped "TXDOT" found in the West right-of-way line of Interstate 35E (right-of-way width varies) and the South line of a called 30.96 acre tract of land conveyed to Holt Texas LTD by Warranty Deed of record in Document Number 2013-71958 of the Official Records of Denton County, Texas, being the Northeast corner of a called 0.0832 acre tract conveyed to the State of Texas by Judgement of Court in Absence of Objection of record in Document Number 2022-52683 of the Official Records of Denton County, Texas; THENCE, N88°37'28"W, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 254.36 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the POINT OF BEGINNING; THENCE, over and across said 26.385 acre tract and said 61.598 acre tract, the following thirteen (13) courses and distances: 1.S 13°03'24" W a distance of 473.15' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 2.N 75°33'37" W a distance of 220.58' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 3.N 88°36'43" W a distance of 559.38' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 4.S 01°19'30" W a distance of 236.86' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 5.N 88°37'24" W a distance of 393.13' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 6.S 69°22'12" W a distance of 60.00' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 7.With a curve turning to the left with an arc length of 595.33', with a radius of 1322.70', with a chord bearing of N 33°31'27" W, with a chord length of 590.32',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 8.N 45°19'00" W a distance of 19.43' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 9.N 45°55'38" E a distance of 165.50' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 10.With a curve turning to the left with an arc length of 268.88', with a radius of 922.95', with a chord bearing of N 79°47'50" E, with a chord length of 267.93',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 11.With a reverse curve turning to the right with an arc length of 120.72', with a radius of 608.75', with a chord bearing of N 85°21'24" E, with a chord length of 120.52',thence with a reverse curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 12.S 88°44'41" E a distance of 282.10' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 13.S 64°19'30" E a distance of 23.62' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the Southwest corner of said 30.96 acre tract; THENCE, S 88°37'28" E, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 868.41' to the point of beginning, and containing 17.33 acres or 754,946 square feet, more or less. SATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, JOHN PORTER AUTO SALES, INC., and PAC GROUP, LTD. acting herein by and through it duly authorized office, does hereby adopt this plat designating the hereinabove described property as BELZ ROAD RETAIL ADDITION, PHASE 1, LOT 3, BLOCK A, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. OWNER:JOHN PORTER AUTO SALES, INC. BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER: PAC GROUP, LTD BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ______________________________________ ___________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: _______________________________________ ____________________________ Cheryl Price, City Secretary Date City of Sanger, Tx 9 Item 2. 10 Item 2. 11 Item 2. July 17, 2024 Ms. Ramie Hammonds Development Services City of Sanger PO Box 1729 Sanger, TX 76226 Re: Final Plat & Civil Plans Greystar Multi-Family Letter of Intent Dear Ms. Hammonds, Please let this letter serve as the Letter of Intent for the final plat and civil plan submittal associated with the proposed multi-family project located at IH 35 and Chapman Road. The property is currently zoned PD. The buildings will be built in single phase. Should you have any questions, please feel free to contact me. Sincerely, Claymoore Engineering, Inc. 1903 Central Drive Ste. 406 Bedford, TX 76021 817-281-0572 Drew Donosky, P.E. 12 Item 2. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/29/24 1st REVIEW COMMENTS –Final Plat – Belz Rd Retail Addition, Phase 1 The request is for a Final Plat of Belz Rd. Addition Phase 1, being approximately 17.33 acres in the H TIERWESTER SURVEY, ABSTRACT NO.1241, prepared by Eagle Surveying LLC, submitted on 07/17/24. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. John Porter Auto Sales is not an owner according to DCAD and this will need to be updated to the current owners. 2. Preliminary Plat is stamped on the plat. 3. Signature box is outdated and will need to be changed to the current. (Please refer to the checklist provided) 4. Missing two statements from the checklist provided. (#6, #7) 5. Name, address, and phone number of all utility providers. 6. Must show access easement. 7. Need Road Construction Agreement. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 13 Item 2. August 1, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Greystar Multifamily -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat and Civil drawings for the Greystar Muti-family Development. The submittal was prepared by Clay Moore Engineering and was received on July 18, 2024. We have completed our review and offer the following comments: General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Please address drainage comments provided 4/3/24 and provide an updated flood study with the next construction plan submittal. Beltz Road Retail Phase 1 Final Plat 1. Final Plat approval is contingent upon approval of the preliminary plat. 2. Call out all setbacks. 3. Verify water easement locations based on per the civil plans. 4. Per ordinance, easements shall be a minimum of 15’ wide. 5. The Plat title has already been used in a previous phase. Reconcile. 6. Final plat approval is contingent upon approval of the drainage study. Comments were provided in April. 7. A separate closure report is required for final acceptance of the plat Collector Road Plan and Profile 1. Clearly denote points of curvature and tangent on the roadway plan view. 2. Provide curve data. 3. The maximum slope is 2% within 100’ of an intersection. 14 Item 2. Ms. Ramie Hammonds Page 2 of 4 Paving, Striping and Signage Plans 1. Provide striping information for the roadway. 2. Provide the geotechnical report. 3. The preliminary plat references PD 12-32-22. Clarify in the notes section. 4. Show how parking was calculated and provide enough information to verify that it matches the approved PD. Fencing Plan 1. Provide gate details. The gates must conform to ordinance 10.105(3). Grading Plan 1. A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 10.106(d)(10)(C) 2. The maximum allowable slope is exceed in near the center of the property. Reconcile. 3. Provide poind cross sections. Drainage Area Map 1. Provide a pond maintenance agreement. 2. Profile and provide HGL/hydraulic data for the proposed ditch. The design must meet requirements outlined in ordinance 10.106(d)(9)(B). 3. A revised flood study (comments returned April 3) is needed for a thorough drainage review. Pond calculations and WSEL are needed to cross check closed conduit calculations. 4. Verify the intensity for the predeveloped condition. 5. Provide more information from the previous phase so there is more information to backcheck in this plan set. 6. C-1 and D-1 only contain street pavement. Per the DCSRR c=0.95. Storm Drainage Plan 1. Some angles look too large for deflections without a fitting or manhole. Verify and revise. 2. For constructability, it is suggested to remove the 3' section of 24" pipe and up-size straight to 27" RCP. See line B comments. 3. Show water and sewer crossings on the storm profiles. 4. A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 5. It is unclear what is to be constructed in Phase 1 vs Phase 2 plats. Clarify. 6. Storm design is not consistent between phases 1 and 2. Storm Drainage Profiles 1. Provide vertical scale. 2. Show Hydraulic data at the storm outfalls. Recalculate throughout. 3. Show HGL in partial flow. it will equal normal depth. Reconcile throughout. 4. How does line C’s flowline outfall tie into the proposed ground? 15 Item 2. Ms. Ramie Hammonds Page 3 of 4 5. A 2' minimum of cover is desired for storm lines. Provide deload calcs specifications or provide an alternate class of RCP. 6. The minimum pipe diameter for 10' curb inlets is 21" per ordinance. Storm Drainage Calculations 1. Update calculations for RCP pipe. 2. Provide inlet calculations. 3. Dedicated detention/retention basins shall also include an additional one (1) foot of freeboard and two (2) feet of sediment storage. 10.106(d)(10) 4. Resolve area discrepancy on line B-2. Water Plan 1. Label all fittings. 2. Lable deflection on line B. 3. Provide PC’s, PT,s and curve data where applicable. Typical. 4. Provide the exiting water line sizes at tie ins. 5. Show the storm lines in the plan view. Water Profiles 1. Show all storm and sewer crossings. Typical. 2. Call out deflections on the line A profile. 3. Provide Vertical Scale. Sanitary Sewer Profiles 1. Provide vertical scale. 2. Grid elevations are missing on line A. 3. Show how water crossings will be TCEQ compliant.. Utility Plan 4. Verify if the water line to the north is existing or proposed. 5. Show all water and storm crossings in the sewer profiles. Sanitary Sewer Profiles 1. Show water crossings and how they will comply with TCEQ standards. Standard Details 1. Provide Storm outfall details. Landscape Plans 1. Show the landscape buffer adjacent to the proposed street. 16 Item 2. Ms. Ramie Hammonds Page 4 of 4 2. The parking area requires 9,720 SF of landscaping per the paving plan. Please also see the parking comment and adjust landscaping as needed. 3. Provide a buffer yard adjacent to the residential area per section 48.4 of the zoning ordinance. 4. Add a note specifying that the owner is responsible for landscape maintenance. The Engineer shall revise the plans in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF Firm No. 0312 Attachments: Plans markups 17 Item 2. ENGINEER JULY 2024 CIVIL CONSTRUCTION PLANS PREPARED FOR GREYSTAR SA N G E R M U L T I - F A M I L Y P R E P A R E D F O R G R E Y S T A R , S A N G E R , T E X A S SANGER MULTI-FAMILY DENTON COUNTY SANGER, TEXAS 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76092 PH. 817.281.0572 FAX 817.281.0574 CONTACT: MATT MOORE, PE EMAIL: MATT@CLAYMOOREENG.COM C-0 CALL BEFORE YOU DIG STOP! 1-800-344-8377 811 PRELIMINARY CLAYMOORE ENGINEERING SITE Sheet List Table Sheet Number Sheet Title Drawing Comments C-0 COVER 7/17/2024 --FINAL PLAT 1 7/17/2024 --FINAL PLAT 2 7/17/2024 C-1 GENERAL NOTES 7/17/2024 C-2.0 OVERALL EROSION CONTROL PLAN 7/17/2024 C-2.1 EROSION CONTROL PLAN 7/17/2024 C-2.2 EROSION CONTROL PLAN 7/17/2024 C-2.3 EROSION CONTROL PLAN 7/17/2024 C-2.4 EROSION CONTROL PLAN 7/17/2024 C-2.5 EROSION CONTROL DETAILS 7/17/2024 C-3.0 OVERALL DIMENSION CONTROL PLAN 7/17/2024 C-3.1 DIMENSION CONTROL PLAN 7/17/2024 C-3.2 DIMENSION CONTROL PLAN 7/17/2024 C-3.3 COLLECTOR ROAD PLAN AND PROFILE 7/17/2024 C-4.0 OVERALL PAVING, STRIPING AND SIGNAGE PLAN 7/17/2024 C-4.1 PAVING, STRIPING AND SIGNAGE PLAN 7/17/2024 C-4.2 PAVING, STRIPING AND SIGNAGE PLAN 7/17/2024 C-4.3 FENCE PLAN 7/17/2024 C-5.0 OVERALL GRADING PLAN 7/17/2024 C-5.1 GRADING PLAN 7/17/2024 C-5.2 GRADING PLAN 7/17/2024 C-5.3 GRADING PLAN 7/17/2024 C-5.4 GRADING PLAN 7/17/2024 C-5.5 GRADING PLAN 7/17/2024 C-5.6 GRADING PLAN 7/17/2024 C-6.0 EXISTING DRAINAGE AREAS 7/17/2024 C-6.1 PROPOSED DRAINAGE AREAS 7/17/2024 C-6.2 STORM DRAINAGE PLAN 7/17/2024 C-6.3 STORM DRAINAGE PLAN 7/17/2024 C-6.4 STORM DRAINAGE PROFILES 7/17/2024 C-6.5 STORM DRAINAGE PROFILES 7/17/2024 C-6.6 STORM DRAINAGE CALCULATIONS 7/17/2024 C-7.1 WATER PLAN 7/17/2024 C-7.2 WATER PLAN 7/17/2024 C-7.3 WATER PROFILES 7/17/2024 C-7.4 WATER PROFILES 7/17/2024 C-7.5 SANITARY SEWER PLAN 7/17/2024 C-7.6 SANITARY SEWER PLAN 7/17/2024 C-7.7 OFFSITE SANITARY SEWER PLAN 7/17/2024 C-7.8 SANITARY SEWER PROFILES 7/17/2024 C-7.9 SANITARY SEWER PROFILES 7/17/2024 C-7.10 DRY UTILITY COORDINATION PLAN 7/17/2024 C-7.11 DRY UTILITY COORDINATION PLAN 7/17/2024 C-8.1 CONSTRUCTION DETAILS 1 7/17/2024 C-8.2 CONSTRUCTION DETAILS 2 7/17/2024 C-8.3 CONSTRUCTION DETAILS 3 7/17/2024 C-8.4 CONSTRUCTION DETAILS 4 7/17/2024 LP-1 LANDSCAPE PLANTING 7/17/2024 LP-2 LANDSCAPE PLANTING 7/17/2024 LP-3 LANDSCAPE DETAILS & SPECIFICATIONS 7/17/2024 AP-1 CONCEPTUAL AMENITY PLAN 7/17/2024 AP-2 CONCEPTUAL AMENITY PLAN 7/17/2024 L-1 CONCEPTUAL LIGHTING PLAN 7/17/2024 L-2 CONCEPTUAL LIGHTING PLAN 7/17/2024 Provide Pavement plan and profile for public street. 18 Item 2. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 7 4 5 1 4 O. R . D . C . T . ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 1 7 2 4 1 1 O. R . D . C . T . 5/8" CIRF "TXDOT" RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1/2" IRF HARTIN TRIANGLE TRUST VOLUME 2431, PAGE 147 O.R.D.C.T. EAGLE FARMS INC DOC. NO. 2022-3692 O.R.D.C.T. 1/2" IRF CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. C L C L C L C L C L C L C L C L C L C L C L C L CL CL CALLED 0.0832 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. CALLED 0.5258 ACRES STATE OF TEXAS DOC. NO. 2022-52683 O.R.D.C.T. BLOCK A RIGHT-OF-WAY EASEMENT CITY OF SANGER VOLUME 1716, PG. 400, R.P.R.D.C.T. ABANDONED BY DOC. NO. ___________ O.R.D.C.T. VARIABLE WIDTH DRAINAGE EASEMENT BY THIS PLAT IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y V A R I E S DE E D L I N E 15' SSE (BTP) 15' SSE (BTP) 15' SSE (BTP) 10'X10' WE (BTP) WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) LOT 3 16.47 ACRES 717,324 SQ.FT. HENRY TIE R W E S T E R S U R V E Y , ABSTRACT N O . 1 2 4 1 10'X10' WE (BTP) 15' DE (BTP) 15' WE (BTP) 24' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 26' FLMAUDE (BTP) 6 0 ' R O W D E D I C A T I O N 0 . 8 6 A C R E S / 3 7 , 6 2 2 S Q . F T . ( B Y T H I S P L A T ) 20' UE (BTP) 15' UE (BTP) UE (BTP) POC DE (BTP) TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. REMAINDER OF CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOL. 1330, PG. 277 O.R.D.C.T. CIRS N:7183505.38 E:2370324.34 CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS CIRS POB N:7184146.24 E:2371658.71 REMAINDER OF TRACT ONE CALLED 61.598 ACRES PAC GROUP, LTD. VOL. 4759, PG. 632 O.R.D.C.T. 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) 10'X10' WE (BTP) S 1 3 ° 0 3 ' 2 4 " W 4 7 3 . 1 5 ' N 75° 3 3 ' 3 7 " W 2 2 0 . 5 8 ' N 88°36'43" W 559.38' S 0 1 ° 1 9 ' 3 0 " W 2 3 6 . 8 6 ' N 88°37'24" W 393.13' N 4 5 ° 5 5 ' 3 8 " E 1 6 5 . 5 0 ' S 88°44'41" E 282.10' S 88°37'28" E 868.41' N 88°37'28" W 254.36' L1 L 2 L3 C 1 C2 C3 10'X10' WE (BTP) 10' EE (BTP) C 4 L 4 2 9 6 . 9 1' 2 6 . 0 0 ' 2 9 6 . 7 4 ' 2 . 1 0 ' 37.23'63.22' 16.21' 276.46' 184.09'22.50'271.76'15.00'64.29'22.84' 150.7 8 ' 4.42' 19.53' 23.01' 1. 2 3 ' 37 8 . 1 9 ' 19 . 4 5 ' 51 . 3 0 ' 22 . 9 8 ' 23.35' 24.36'26.75' 270.38' 523.56' 16. 4 6 ' 7.1 6 ' 1.74' 10' WE (BTP) L5 L6 L7 L8 L9 L10 L11 L12 L13 L1 4 L15 L16 L17 L18 L19 L2 0 L21 L2 2 L23 L24 L 2 5 L26 C5 C 6 C7 C8 C9 C 1 0 C 1 1 C12 C13 C1 4 C1 5 C1 6 C 1 7 C18C19 C20 C 2 1 C 2 2 C23 C2 4 C25 C26 C 2 7 C28C29 C30C 3 1 C 3 2 C3 3 C34 C 3 5 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) 10' EE (BTP) L 2 7 L 2 8 L29 L30 L31 L32 L3 3 L34 L35 L36 L 3 7 L38 L39 L40 L 4 1 L42 L4 3 L44 L4 5 L46 L47L48 L 4 9 L50 L51 L52 L53 L5 4 L55 L5 6 L57 L 5 8 L5 9 L 6 0 L61 L 6 2 L6 3 L 6 4 L 6 5 L6 6 L 6 7 L 6 8 L69 L70 L71 L72 L7 3 L74 L75 L76 L 7 7 L78 L79 L80 L 8 1 L82 L8 3 L84L85 L 8 6 L87 L88L89 L90 L9 1 L92 L9 3 L94 L 9 5 L96 L97 L9 8 L9 9 L 1 0 0 L 1 0 1 L102 L103 L104 L1 0 5 L106 L1 0 7 L108 L10 9 L110 L11 1 L112 L 1 1 3 L1 1 4 L 1 1 5 L1 1 6 L117 L1 1 8 L119 L120 L 1 2 1 L 1 2 2 L123 L124 L1 2 5 60. 0 1 ' 105 . 4 9 ' 10' EE (BTP) LINE TABLE LINE BEARING DISTANCE L1 S 69°22'12" W 60.00' L2 N 45°19'00" W 19.43' L3 S 64°19'30" E 23.62' L4 N 45°19'00" W 17.56' L5 N 56°29'20" E 93.79' L6 N 76°16'44" E 99.36' L7 N 83°52'36" E 121.83' L8 S 88°37'28" E 759.89' L9 S 01°22'32" W 260.87' L10 S 88°37'28" E 63.98' L11 S 78°16'02" E 125.61' L12 N 78°16'02" W 119.64' L13 N 88°37'28" W 649.70' L14 S 01°20'03" W 155.70' L15 N 88°31'02" W 95.65' L16 S 56°29'20" W 94.53' L17 N 76°16'44" E 88.62' L18 N 83°52'36" E 121.04' L19 S 88°37'28" E 753.50' L20 S 01°22'33" W 254.87' L21 N 88°37'27" W 507.54' L22 S 01°22'32" W 155.58' L23 N 88°47'42" W 85.25' L24 N 71°22'32" E 7.16' L25 N 18°37'28" W 26.00' L26 S 71°22'32" W 29.81' L27 N 38°51'11" W 99.23' L28 N 42°40'29" W 109.16' L29 N 44°41'06" E 18.60' L30 N 76°16'48" E 158.58' L31 N 83°52'36" E 124.28' L32 S 88°37'24" E 32.87' LINE TABLE LINE BEARING DISTANCE L33 S 59°16'54" E 29.87' L34 S 88°30'31" E 17.12' L35 N 56°27'04" E 25.62' L36 S 88°37'24" E 233.66' L37 S 42°31'14" E 19.94' L38 S 88°30'31" E 16.27' L39 N 55°51'30" E 24.79' L40 S 88°37'24" E 246.26' L41 S 51°50'00" E 24.61' L42 S 88°30'31" E 23.33' L43 S 01°19'59" W 258.63' L44 S 87°49'39" E 76.76' L45 S 02°10'21" W 10.00' L46 N 87°49'39" W 80.29' L47 S 56°52'52" W 27.38' L48 N 88°37'24" W 229.23' L49 N 32°15'01" W 17.34' L50 N 89°17'08" W 12.72' L51 S 55°13'28" W 24.22' L52 N 88°37'24" W 161.27' L53 S 64°55'18" W 42.48' L54 S 01°22'32" W 19.04' L55 N 88°37'28" W 24.41' L56 N 55°26'11" W 103.18' L57 S 67°10'28" W 78.28' L58 S 29°20'45" E 6.97' L59 S 25°09'41" W 76.28' L60 S 22°30'27" E 179.93' L61 S 67°29'33" W 10.00' L62 N 22°30'27" W 184.35' L63 N 25°09'41" E 75.55' L64 N 29°20'45" W 33.97' LINE TABLE LINE BEARING DISTANCE L65 N 28°23'02" W 21.94' L66 N 65°07'05" W 114.33' L67 N 38°51'11" W 97.23' L68 N 42°40'29" W 99.95' L69 N 44°41'06" E 6.23' L70 N 76°16'48" E 155.08' L71 N 83°52'36" E 122.96' L72 S 88°37'24" E 29.60' L73 S 59°16'54" E 29.86' L74 S 88°30'31" E 22.88' L75 N 56°27'04" E 25.64' L76 S 88°37'24" E 226.25' L77 S 42°31'14" E 19.93' L78 S 88°30'31" E 23.73' L79 N 55°51'30" E 24.80' L80 S 88°37'24" E 239.74' L81 S 51°50'00" E 24.60' L82 S 88°30'31" E 16.67' L83 S 01°19'59" W 250.81' L84 S 56°52'52" W 23.47' L85 N 88°37'24" W 220.77' L86 N 32°15'01" W 17.41' L87 N 89°17'08" W 21.35' L88 S 55°13'28" W 24.16' L89 N 88°37'24" W 160.35' L90 S 64°55'18" W 51.02' L91 S 01°22'32" W 15.23' L92 N 88°37'28" W 11.43' L93 N 55°26'11" W 105.67' L94 S 67°10'28" W 84.90' L95 N 29°20'45" W 22.00' L96 N 65°07'05" W 115.32' LINE TABLE LINE BEARING DISTANCE L97 N 71°06'36" E 97.10' L98 N 08°37'47" E 46.40' L99 N 08°37'47" E 22.32' L100 N 20°55'49" W 31.72' L101 N 20°55'49" W 21.91' L102 N 71°06'36" E 58.53' L103 S 88°37'28" E 56.42' L104 S 75°37'53" E 93.64' L105 N 12°25'30" E 76.52' L106 N 78°15'29" W 62.50' L107 N 01°22'32" E 306.56' L108 S 88°37'28" E 293.13' L109 N 54°51'19" E 22.00' L110 S 88°37'28" E 12.60' L111 S 54°51'19" W 25.21' L112 S 88°37'28" E 51.42' L113 N 41°31'28" W 27.66' L114 N 17°01'19" E 16.41' L115 N 22°07'49" W 48.38' L116 N 11°49'45" E 28.07' L117 N 78°15'29" W 138.22' L118 N 12°25'30" E 71.66' L119 N 88°37'28" W 43.20' L120 S 61°12'08" W 45.87' L121 N 37°52'14" W 93.93' L122 N 37°52'14" W 92.74' L123 N 88°37'28" W 271.91' L124 S 61°12'08" W 32.73' L125 S 01°22'32" W 36.60' CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 595.33'1322.70'25°47'17"N 33°31'27" W 590.32' C2 268.88'922.95'16°41'32"N 79°47'50" E 267.93' C3 120.72'608.75'11°21'45"N 85°21'24" E 120.52' C4 621.75'1382.70'25°45'50"N 33°30'43" W 616.53' C5 48.47'30.00'92°34'48"N 10°11'56" E 43.37' C6 158.79'1220.10'7°27'24"N 39°49'10" W 158.68' C7 104.57'50.00'119°49'36"N 16°21'56" E 86.53' C8 6.63'50.00'7°35'52"N 80°04'40" E 6.63' C9 6.54'50.00'7°29'56"N 87°37'34" E 6.54' C10 78.54'50.00'90°00'00"S 43°37'28" E 70.71' C11 47.12'30.00'90°00'00"S 43°37'28" E 42.43' C12 4.70'26.00'10°21'26"S 83°26'45" E 4.69' C13 45.85'30.00'87°33'59"N 57°56'58" E 41.52' C14 371.37'7421.33'2°52'02"N 12°43'58" E 371.33' C15 408.41'7428.53'3°09'00"S 12°50'22" W 408.36' C16 4.62'7421.30'0°02'08"N 14°51'06" E 4.62' C17 48.75'30.00'93°06'04"N 31°43'00" W 43.56' C18 3.62'20.00'10°21'26"N 83°26'45" W 3.61' C19 47.15'30.00'90°02'29"S 46°21'18" W 42.44' C20 78.67'50.00'90°08'55"S 46°24'31" W 70.80' C21 60.92'50.00'69°48'19"N 53°36'53" W 57.22' C22 281.89'1220.10'13°14'16"N 25°19'52" W 281.27' C23 47.94'30.00'91°33'41"N 77°43'50" W 43.00' C24 62.48'30.00'119°19'54"N 16°36'47" E 51.79' C25 3.98'30.00'7°35'52"N 80°04'40" E 3.98' C26 3.93'30.00'7°29'56"N 87°37'34" E 3.92' C27 47.12'30.00'90°00'01"S 43°37'27" E 42.43' C28 47.12'30.00'89°59'59"S 46°22'33" W 42.43' C29 78.54'50.00'90°00'01"S 46°22'32" W 70.71' C30 47.03'30.00'89°49'46"S 46°17'25" W 42.36' C31 36.59'30.00'69°52'46"N 53°51'19" W 34.36' C32 269.76'1257.71'12°17'21"N 25°03'37" W 269.25' C33 53.71'30.00'102°34'49"N 20°05'07" E 46.82' C34 38.40'30.00'73°19'51"N 71°57'33" W 35.83' C35 169.67'1252.92'7°45'33"N 39°10'23" W 169.54' PAGE 1 OF 2 VICINITY MAP NOT TO SCALE 1" = 60' 0 6030 N SITE Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 = DOCUMENT NUMBERDOC. NO. = VOLUMEVOL. = PAGEPG. OFFICIAL RECORDS,O.R.D.C.T.DENTON COUNTY, TEXAS= LEGEND = POINT OF BEGINNINGPOB = IRON ROD FOUNDIRF = CABINETCAB. = CAPPED IRON ROD FOUNDCIRF PLAT RECORDS,P.R.D.C.T.DENTON COUNTY, TEXAS= 1/2" IRON ROD SET W/GREEN CIRS PLASTIC CAP STAMPED= "EAGLE SURVEYING" SET FIRE LANE, MUTUAL ACCESS FLMAUDE DRAINAGE & UTILITY EASEMENT= WATER EASEMENTWE= DRAINAGE EASEMENTDE= (BTP)BY THIS PLAT= UTILITY EASEMENTUE= ELECTRIC EASEMENTEE= 1.The purpose of this plat is to create one lot of record. 2.This property is located in Non-Shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The bearings and grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011) Texas North Central Zone 4202. 4.Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law, and is subject to fines and/or withholding of utilities and building permits. Building setbacks will be 20' from all lot lines. 5.Lot to lot drainage shall not be allowed. 6.All lots comply with the minimum size requirements of the zoning district. 7.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 8.All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 9.This plat does not alter or remove existing deed restriction, if any, on this property. GENERAL NOTES Please address outstanding comments on the preliminary plat and ensure that the information is consistent between the preliminary and final plats Sanger Retail Center was already named as Phase 1 Final plat approval is contingent upon approval of the drainage study. Comments were provided in April. A separate closure report is required for final acceptance of the plat Per water plan, additional easement is required WE per plan Extraneous per plan No water components here per plan. easement not defined here SS easement per the preliminary plat Minimum Easement width is 15' per ordinance 19 Item 2. PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat is true and correct and was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas PAGE 2 OF 2 OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, JOHN PORTER AUTO SALES, INC. and PAC GROUP, LTD., are the owners of a 17.33 acre tract or parcel of land situated in the Henry Tierwester Survey, Abstract Number 1241 in Denton County, Texas and being all of a called 26.385 acre tract of land conveyed to John Porter Auto Sales, Inc. by Warranty Deed of record in Volume 1330, Page 277 of the Official Records of Denton County, Texas, and all of a called 61.598 acre tract of land conveyed to Pac Group LTD by Warranty Deed of record in Volume 4759, Page 632 of the Official Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8" iron rod with plastic cap satmped "TXDOT" found in the West right-of-way line of Interstate 35E (right-of-way width varies) and the South line of a called 30.96 acre tract of land conveyed to Holt Texas LTD by Warranty Deed of record in Document Number 2013-71958 of the Official Records of Denton County, Texas, being the Northeast corner of a called 0.0832 acre tract conveyed to the State of Texas by Judgement of Court in Absence of Objection of record in Document Number 2022-52683 of the Official Records of Denton County, Texas; THENCE, N88°37'28"W, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 254.36 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the POINT OF BEGINNING; THENCE, over and across said 26.385 acre tract and said 61.598 acre tract, the following thirteen (13) courses and distances: 1.S 13°03'24" W a distance of 473.15' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 2.N 75°33'37" W a distance of 220.58' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 3.N 88°36'43" W a distance of 559.38' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 4.S 01°19'30" W a distance of 236.86' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 5.N 88°37'24" W a distance of 393.13' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 6.S 69°22'12" W a distance of 60.00' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 7.With a curve turning to the left with an arc length of 595.33', with a radius of 1322.70', with a chord bearing of N 33°31'27" W, with a chord length of 590.32',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 8.N 45°19'00" W a distance of 19.43' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 9.N 45°55'38" E a distance of 165.50' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 10.With a curve turning to the left with an arc length of 268.88', with a radius of 922.95', with a chord bearing of N 79°47'50" E, with a chord length of 267.93',thence with a curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 11.With a reverse curve turning to the right with an arc length of 120.72', with a radius of 608.75', with a chord bearing of N 85°21'24" E, with a chord length of 120.52',thence with a reverse curve to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 12.S 88°44'41" E a distance of 282.10' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set; 13.S 64°19'30" E a distance of 23.62' to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the Southwest corner of said 30.96 acre tract; THENCE, S 88°37'28" E, along the South line of said 30.96 acre tract, being the common North line of said 26.385 acre tract, a distance of 868.41' to the point of beginning, and containing 17.33 acres or 754,946 square feet, more or less. SATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, JOHN PORTER AUTO SALES, INC., and PAC GROUP, LTD. acting herein by and through it duly authorized office, does hereby adopt this plat designating the hereinabove described property as BELZ ROAD RETAIL ADDITION, PHASE 1, LOT 3, BLOCK A, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. OWNER:JOHN PORTER AUTO SALES, INC. BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER: PAC GROUP, LTD BY:____________________________________________________ Date STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Drafter Project Date 2108.092-XX EAGLE SURVEYING, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 TX Firm #10194177 SURVEYOR Eagle Surveying, LLC 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER John Porter Autos Sales, Inc. PO Box 178 Sanger, TX 76266 ENGINEER Claymoore Engineering, Inc. 1903 Central Drive, Suite: 406 Bedford, TX 76021 OWNER Pac Group, Ltd. PO Box 877 Sanger, TX 76266 FINAL PLAT BELZ ROAD RETAIL ADDITION, PHASE 1 LOT 3, BLOCK A 17.33 ACRES 0.86 ACRES - RIGHT-OF-WAY DEDICATION HENRY TIERWESTER SURVEY, ABSTRACT No. 1241 CITY OF SANGER, DENTON COUNTY, TEXASBE 07/15/2024 APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ______________________________________ ___________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: _______________________________________ ____________________________ Cheryl Price, City Secretary Date City of Sanger, Tx 20 Item 2. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 GENERAL NOTES 1.ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY'S DESIGN STANDARDS. IF NO CITY STANDARD IS APPLICABLE, MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE "NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. ALL WORK REQUIRED BY THESE PLANS SHALL BE CONDUCTED IN CONFORMANCE WITH CURRENT SAFETY CODES AND STANDARDS WITH JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR SHALL CONTACT ALL FRANCHISE UTILITY COMPANIES TO HAVE THEM LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND DEPTH OF ALL FRANCHISE UTILITY SERVICES AND ANY REQUIRED RELOCATION AND/OR EXTENSIONS. SERVICES SHOWN ON THE PLANS, IF ANY, ARE CONCEPTUAL. 4.THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, POWER POLES, SIGNS, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING FOR THIS PROJECT. 5.BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 6.THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY GRADES. 7.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY, INCLUDING, BUT NOT LIMITED TO FENCES, WALLS, PAVEMENT, GRASS, TREES, AND LAWN SPRINKLER AND IRRIGATION SYSTEMS AT NO COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT (UNLESS OTHERWISE NOTED) AND IS NOT A SEPARATE PAY ITEM. 8.THE CONTRACTOR SHALL REMOVE SURPLUS MATERIAL FROM THE PROJECT AREA. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 10.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 11.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 12.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS SHALL BE SENT TO THE ARCHITECT, CIVIL ENGINEER, CONTRACTOR AND OWNER DIRECTLY FROM THE TESTING AGENCY. 13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 14.CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUM PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. 15.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 16.ALL HORIZONTAL DIMENSIONS GIVEN ARE TO FACE OF CURB AND TO PIPE CENTERLINES UNLESS OTHERWISE NOTED ON PLANS. 17.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION AND INSTALLATION OF FRANCHISE UTILITIES NECESSARY FOR ON AND OFF SITE CONSTRUCTION. PAYMENT FOR RELOCATION AND INSTALLATION WILL BE NEGOTIATED ONCE IDENTIFIED. 18.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE SHOWN. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 20.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CIVIL ENGINEER A COPY OF RECORD DRAWINGS IDENTIFYING ALL DEVIATIONS OR VARIATIONS FROM THE ORIGINAL PLANS. 21.CONTRACTOR SHALL GIVE NOTICE TO ALL AFFECTED PARTIES AND ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS OPERATIONS, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 22.ALL "RECORD" DIMENSIONS SHALL CONFORM TO THE DESIGN DIMENSIONS PLUS OR MINUS 0.02 FEET. ALL "RECORD" SLOPES SHALL CONFORM TO THE DESIGNED SLOPES PLUS OR MINUS 0.005 FOOT/FOOT. 23.CONTRACTOR SHALL CONTACT CITY BUILDING OFFICIAL TO LEARN OF ANY UNUSUAL CONSTRUCTION SEQUENCING REQUIREMENTS THAT THE CITY MAY REQUIRE. THE CONTRACTOR IS CAUTIONED THAT THIS AND PERHAPS OTHER SUCH REQUIREMENTS MAY EXIST AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH THEM. PAVING AND STRIPING NOTES 1.THE REINFORCED PORTLAND CEMENT CONCRETE SHOULD HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,600 PSI AND A MINIMUM REINFORCING THAT SHOULD BE IN ACCORDANCE WITH ACCEPTED CODES AND SHALL STRICTLY ADHERE TO DETAILS INCLUDED IN THIS SET. A BASE SUB-GRADE PER THE GEOTECHNICAL REPORT IS REQUIRED BENEATH ALL PAVING. 2.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE CITY AND PROJECT SPECIFICATIONS. 3.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 4.THE CONTRACTOR SHALL REVIEW LOCATION OF ALL TRAFFIC CONTROL DEVICES WITH THE OWNER PRIOR TO INSTALLATION. 5.SEE M.E.P. PLANS FOR LOCATION OF PROPOSED SLEEVING AND CONDUITS. 6.ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE MOST RECENT VERSION OF THE AMERICANS WITH DISABILITIES ACT OF 1994 AND THE TEXAS ARCHITECTURAL BARRIERS ACT OF 1994, AND ALL ADDENDUMS OR UPDATES. 7.CONTRACTOR SHALL SUBMIT A PAVEMENT JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY CONCRETE PAVING WORK. 8.ANY EXISTING CONCRETE OR ASPHALT SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.CONSTRUCTION JOINTS SHALL BE REQUIRED AT INTERRUPTIONS OF PAVING OPERATIONS SUCH AS THOSE OCCURRING AT THE END OF THE DAY OR DUE TO WEATHER OR EQUIPMENT BREAKDOWN. PLACE AT LONGITUDINAL CONSTRUCTION OR ISOLATION JOINT LOCATIONS. 10.CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS. CONCRETE PAVEMENT TO BE CONSTRUCTED WITH ISOLATION JOINTS AROUND THE PERIMETER OF ANY BLOCK OUT IN PAVEMENT AND SAWED DUMMY JOINTS EVERY 12' IN BOTH DIRECTIONS. 11.ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. 12.RADIAL JOINTS SHALL BE NO SHORTER THAN 24". 13.ALL CONSTRUCTION JOINTS SHALL BE SAWED, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH HOT POURED RUBBER JOINT SEALING COMPOUND. STORM SEWER NOTES 1.CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANAGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS, GRATE INLETS, AND ALL UTILITIES CROSSING THE STORM SEWER. FLOW LINES AND RIMS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE PROPOSED GRADE PRIOR TO CONSTRUCTION. 3.THE END OF ALL STORM SEWER LATERALS THAT CONNECT TO WORK BY PLUMBER SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARKED 5.0 FEET OUTSIDE THE BUILDING UNTIL FINAL CONNECTIONS ARE MADE BY PLUMBING CONTRACTOR. 4.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 5.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS. 6.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7.EXISTING MANHOLE TOPS AND ALL OTHER DRAINAGE FACILITIES SHALL BE ADJUSTED AS REQUIRED TO MATCH FINAL GRADES AS SHOWN ON GRADING PLAN. NO SEPARATE PAY ITEM. 8.ALL RCP SHALL BE CLASS 3 OR APPROVED EQUAL. STORM SEWER DISCHARGE AUTHORIZATION 1.IF THE TOTAL DISTURBED AREA EXCEEDS ONE (1) ACRE A NOTICE OF INTENT (N.O.I.) SHALL BE SUBMITTED BY THE CONTRACTOR TO THE TCEQ NO LESS THAN 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN A CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 3.A COPY OF THE SWPPP, INCLUDING CONTRACTOR CERTIFICATIONS AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY AND FILED WITH THE CONSTRUCTION PLANS, AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 4.A NOTICE OF TERMINATION (N.O.T.) SHALL BE SUBMITTED TO THE TCEQ BY THE CONTRACTOR WHEN THE SITE HAS 100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER HAS STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITIES (CONSTRUCTION), OR THE N.O.T. PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS OPERATIONAL CONTROL OF THE CONSTRUCTION. WATER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.HORIZONTAL AND VERTICAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 4.TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACK FILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE 'C' BACKFILL MATERIALS. WHEN TYPE 'C' BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER TYPE 'B' MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% PROCTOR DENSITY BY MEANS OF TAMPING ONLY. TRENCHES WHICH CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACK FILLED PER FIGURE 'A' WITH 95% PROCTOR STANDARD DENSITY OF -2, +4 OF OPTIMUM MOISTURE CONTENT. 5.TOP OF WATER LINES SHALL BE A MINIMUM OF 42" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 6.FIRE HYDRANTS SHALL BE A MINIMUM 3' BEHIND THE FACE OF THE CURB UNLESS OTHERWISE DIRECTED BY THE CITY. FIRE HYDRANTS AND VALVES AS SHOWN ON THESE PLANS ARE SYMBOLIC ONLY. 7.CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 8.ALL NEW WATER MAINS SHALL BE FULLY PURGED. 9.ALL 6", 8", 10" & 12" WATER MAINS SHALL BE PVC AWWA C900, DR-14. ALL WATER MAINS USING POLY-WRAPPED DUCTILE IRON PIPE SHALL BE CLASS 51. 10.FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE, WITH "COR-BLUE" BOLTS AND SHALL BE CLASS 250. SANITARY SEWER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.TRENCHES WHICH LIE OUTSIDE EXISTING PAVEMENTS SHALL BE BACKFILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE "C" BACKFILL MATERIAL. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER, TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY WITH MOISTURE CONTENT-2 AND +4% OF OPTIMUM MOISTURE CONTENT. 4.TYPICAL LOCATION OF SANITARY SEWER PIPE SHALL BE A MINIMUM OF 4'-0" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 5.ALL DUCTILE IRON SANITARY SEWER MAINS SHALL BE TESTED WITH STANDARD 5% DEFLECTION MANDREL. 6.ALL SANITARY SEWER LINES SHALL BE CAPPED WITH AN APPROPRIATE CAP AT THE END OF EACH WORKDAY. 7.WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. 8.ALL SEWER SERVICES SHALL BE CONSTRUCTED OF SDR-35 PIPE. TRAFFIC CONTROL NOTES 1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE OWNER, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. 2.ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), LATEST VERSION. 3.THE CONTRACTOR SHALL COVER EXISTING SIGNS AND OBLITERATE EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE INTENT OF THESE TRAFFIC CONTROL PLANS TO AVOID CONFUSION TO THE TRAVELING PUBLIC. 4.THE CONTRACTOR SHALL UNCOVER EXISTING SIGNS AND REPLACE PAVEMENT MARKINGS IN-KIND AS ORIGINALLY CONFIGURED AT THE END OF CONSTRUCTION OPERATIONS AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. 5.ALL TEMPORARY SIGNS, BARRICADES, WARNING LIGHTS AND OTHER MISCELLANEOUS TRAFFIC CONTROL MEASURES SHALL BE REMOVED AND ORIGINAL TRAFFIC CONTROL MEASURES REPLACED AT THE END OF THE CONTRACTOR'S CONSTRUCTION OPERATIONS. 6.ACCESS TO THE ADJACENT SHOPPING AREA AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. ANY CLOSURE OF ACCESS LANES SHALL BE COORDINATED WITH THE OWNER OF THE SHOPPING AREA, TARRANT VISTA PARTNERS, LLC. EROSION CONTROL NOTES 1.THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER PIPES OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS ACHIEVED. 2.CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH EXISTING TOPSOIL AND VEGETATION. 3.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE SEEDED (OR SODDED), IRRIGATED, AND MAINTAINED UNTIL PERMANENT STAND OF GRASS IS ACHIEVED WITH A MINIMUM OF 70% COVERAGE. UNLESS OTHERWISE NOTED, PRIVATE LAWN AREAS AND PARKWAYS IN FRONT OF PRIVATE LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH BLOCK SOD SIMILAR TO THAT EXISTING. 4.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS/EGRESS TO THE SITE. 5.CONSTRUCTION ENTRANCE: ·MINIMUM SIZE STONE: 5-INCHES DIAMETER ·THICKNESS: NOT LESS THAN 8-INCHES ·LENGTH: AS SHOWN ON PLAN ·WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS. ·MAINTENANCE REQUIREMENTS: AS NECESSARY TO PREVENT TRACKING OR FLOWING MUD INTO PUBLIC RIGHT-OF-WAY OR PARKING AREAS. 6.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ON A PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. 7.CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH IS DISTURBED. 8.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE FILTER BARRIER (OR OTHER METHOD APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT ADVERSE OFF SITE IMPACTS OR STORM WATER QUALITY FROM SILT AND CONSTRUCTION DEBRIS FLOWING ONTO ADJACENT PROPERTIES AS REQUIRED BY THE CITY. 9.BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 10.CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION. 11.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY THE T.C.E.Q. OR THE GOVERNING CITY. GRADING NOTES 1.IF A GRADING PERMIT IS REQUIRED FROM THE CITY PRIOR TO STARTING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT AND PAYING ALL ASSOCIATED FEES. 2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 3.ALL SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE UNLESS NOTED OTHERWISE. 4.CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE EXISTING AND PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. CONTRACTOR ADJUSTMENTS TO SPOT GRADES TO MAINTAIN POSITIVE DRAINAGE IS ALLOWED WITH THE PRIOR APPROVAL OF THE ENGINEER. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PAVING IF ANY AREAS OF POOR DRAINAGE ARE ENCOUNTERED. 5.THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 6.ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. 7.ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE GEOTECHNICAL REPORT. 8.GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 9.THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND USE TO DETERMINE HIS BID ACCORDINGLY. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES (PER A.D.A. & T.A.S) EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. AND T.A.S. COMPLIANCE ISSUES. GE N E R A L N O T E S C-1 21 Item 2. ////// /// //////////// /// ///////////////////////////////// //////////////////////////////////////////////////////////// CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. CALLED 95 ACRES JACKSON JAY MARSHALL DOC. NO. 2013-133569 O.R.D.C.T. CALLED 5 ACRES ALBERT W. KEITH (NO RECORD FOUND) POND FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL 14.5' X 14.9' METAL SHED FL-12"CMP=690.0'(W) SPOIL PILE STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / /// /// /// /// // / /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. (N 88°49'21"W) 194.58' T (S 0 9 ° 1 9 ' 5 9 " W ) (S 20°27'44" E) 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' EX. 6 - 24" PIPES EX. 4 - 24" PIPES NO PA R K I N G VA N NOPARKING NOPARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PA R K I N G NO PAR K I N G NO PARKING VAN NO PARKING NO PA R K I N G NOPARKING NO PARKING VAN IP FB 25' CE CW IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB 0 GRAPHIC SCALE 1 inch = ft. 150 150 300 150 75 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 OV E R A L L E R O S I O N C O N T R O L P L A N C-2.0 SHEET C-2.3 SHEET C-2.1 SHEET C-2.2 SHEET C-2.4 22 Item 2. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PARKING NO PARKING VAN X X X X X X X X X X X XXX X X X X X X X XXX X X X X X X X X X X X X XXX X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X IP FB IP IP IP IP IP IP IP IP IP IP IP IP IP FB FB FB FB FB FB FB FB DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-2.3 MA T C H L I N E S H E E T C- 2 . 2 ER O S I O N C O N T R O L P L A N C-2.1 MATCHLINE SHEET C-2.4 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 23 Item 2. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' NO PA R K I N G VA N NO PA R K I N G X X X X X X X X X X IP IP IP IP FB FB FB FB 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S H E E T C- 2 . 1 ER O S I O N C O N T R O L P L A N C-2.2 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 24 Item 2. /////////////// ///////// ////////////////////////////////////////// ////////////////////////////// ////////////////////////////////////////// /// /// // / //////////////////////////////////////////////// CHAPMAN ROAD 25' CE CW IP FB FB FB FB FB 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-2.1 CHAPMAN ROAD (F.M. 455) ER O S I O N C O N T R O L P L A N C-2.3 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 25 Item 2. FB FB X CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' FB FB FB FB DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-2.1 ER O S I O N C O N T R O L P L A N C-2.4 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 MATCHLINE THIS SHEET MATCHLINE THIS SHEET FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. EROSION CONTROL NOTES: EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. SOD 4 FEET BEHIND BACK OF CURB, CURLEX (ONE ROLL WIDTH) WITH SEED BEHIND SOD, PERENNIAL SEED BEHIND CURLEX. LEGEND DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF CONSTRUCTION SILT FENCE CONSTRUCTION ENTRANCE INLET PROTECTION CONCRETE WASHOUT AREA IP CE FB CW 26 Item 2. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ER O S I O N C O N T R O L D E T A I L S C-2.5 PLAN VIEW PROFILE "ROCK FOR FOUNDATION" (4" - 8" ROCK) ROADWAY FILTER FABRIC UNDERLINER (MIRAFI 140NL) EXISTING GRADE 50' MIN. GRADE TO PREVENT RUNOFF FROM LEAVING SITE CONSTRUCTION ENTRANCE CONCRETE WASHOUT DETAIL A A GENERAL PLAN SANDBAGS EXIST. GRADE 10 MIL PLASTIC SHEET 6" MIN. MAX. FILL LEVEL 1'-6" MIN. VARIES SECTION A-A VA R I E S 27 Item 2. /////////////////////////////////////////////////////////////////////////// /////////////////////////// /// /////////////////////////////////////////////////// STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) (S 20°27'44" E) 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S R 3 0 ' R 3 0 ' R1264 . 1 ' R1220 . 1 ' R30' R2 0 ' R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 5. 4 7 ' 18'26'18' 18 ' 26 ' 18 ' 5. 6 3 ' 18' 26' 1 6 ' 2 . 4 2 ' 1 6 ' 7.16' 62' 18' 18' 9 6 . 5 1 ' 18 ' 26 ' 18 ' 1 6 ' 1 6 ' 2 . 4 2 ' 18 ' 26 ' 18 ' 6' 18' 26' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9 ' 9 ' 9' 9' 1 6 ' 2 . 4 2 ' 1 6 ' 1 6 ' 1 6 ' 1 6 ' 2 . 4 2 ' 60' 60' 2 6 ' R 3 0 ' R3 0 ' 40'41.75' 40.9' 77.36' 26 . 3 ' 51.49' 77 . 9 2 ' 224.5' 224.5' 77 . 9 2 ' 77.92' 22 4 . 5 ' 224.5'77 . 9 2 ' 224.5'77 . 9 2 ' 77 . 1 ' 86 . 2 5 ' 224.5' 7 7 . 9 2 ' 5 0 . 8 3 ' 84 . 1 2 ' 95.31 ' 20 . 0 5 ' 47.16 ' 2 0 . 9 3 ' 49.61 ' 2 0 . 9 1 ' 51.3 2 ' 54.5 ' 8 1 . 6 7 ' 49.5 6 ' 2 0 . 9 9 ' 1 8 . 5 2 ' 8 0 . 6 7 ' 54.5 ' 1 5 . 5 2 ' 42. 8 1 ' 1 9 . 9 ' 164.32' 84 . 3 6 ' 10 6 . 3 7 ' 24' R2 0 ' R20' 24' 3 0 ' 3 0 ' R1388.61' R1364.61' R30 ' R30' R3 0 ' 12 CARPORT MAINT. BLDG. 9 CARPORT 11 CARPORT 12 CARPORT 8 CARPORT 6 CARPORT 7 CARPORT 12 CARPORT 12 CARPORT12 CARPORT 11 CARPORT 6 CARPORT 6 CARPORT R 3 0 ' 9 CARPORT AC UNIT TYP. TRANSFORMER TYP. AC UNIT TYP. AC UNIT TYP. TRANSFORMER TYP. POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PA R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE NAIL FND. MAG5/8" IRF1/2" CIRF KAZ 53121/2" CIRF ISBELL ENGR5/8" IRF LEANING1/2" CIRF RED100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.6465/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF5/8" CIRF DNF DNF5/8" IRFDNFDNF5/8" IRF BENT DNF1/2" CIRF REDDNF SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . TXDOT PAR. No. 17-2-A CALLED 1.32 ACRES DATED MARCH 21ST, 1956 VOL. 400, PG. 213 D.R.D.C.T. TXDOT PARCEL 58 INS. No. 2018-130057 100446FIRE HYDRANTEL=701.992 S141C S141B S141 S142 S143 S140 S140B S141E S141D S141C S141B S141 S142 S143 S143 S144 S145 S143 S146 N135 N132 S140 S140B S141E S141D S141C S141B S141 S142 S143 S143 S144 S145 S143 S146 N135 N132 NAIL FND. MAG 1/2" CIRF ISBELL ENGR5/8" IRF LEANINGEL=700.040 100477WDN. FENCEEL=701.6465/8" CIRF5/8" IRFDNF DNF 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . TXDOT PAR. No. 17-2-A CALLED 1.32 ACRES DATED MARCH 21ST, 1956 VOL. 400, PG. 213 D.R.D.C.T. TXDOT PARCEL 58 INS. No. 2018-130057 100446FIRE HYDRANTEL=701.992 S141C S141B S141 S142 S143 NAIL FND. MAG5/8" IRF1/2" CIRF KAZ 53121/2" CIRF RED100476WDN. FENCE !5/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF DNF DNF DNF5/8" IRF BENT1/2" CIRF REDDNF 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 TXDOT PAR. No. 17-2-A CALLED 1.32 ACRES DATED MARCH 21ST, 1956 VOL. 400, PG. 213 D.R.D.C.T. S141C S141B S141 S142 S143 R3 0 ' R5 ' R4' R4 ' R4 ' R3' R 3 ' R 3 ' R3 ' R 3 ' R3' R 3 ' R3' R 3 ' R 3 ' R3'R 3 'R3 'R3' R 3 ' R 3 'R3 ' R3' R3' R3' R3' 56.36' 6 CARPORT R 3 ' R3' R 3 ' R3' R 3 ' R3' R3' R 3 ' R3' R3' R3' R 3 ' R3' R3'R3'R3' R3 ' R3' R 3 ' R3' R 3 ' R3 ' R 3 ' R 3 ' R3 ' R3' R3' R 3 ' R5 0 ' R 3 0 ' R30' 6 CARPORT R3' R 3 ' R3 ' R 3 ' R3' R 3 ' R3 ' R 3 ' R3' R3 ' R3' R 3 ' R 3 ' R3' R3 ' R3'R3'R3' R5 ' R2' R3' R3' R3' R 3 ' R 3 ' R30 ' R3' R2' 18 ' 26 ' 18 ' 5. 5 2 ' R4 ' R3' R3' R4 ' R4 ' R4' R3 ' R3' R4 ' R3 ' R3' R3 ' R3' R4' R4' LARGE DOG SMALL DOG AC UNIT TYP. AC UNIT TYP. AC UNIT TYP. PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCEPRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE STREET FENCE STREET FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE POOL FENCE 126 LF 2' CURB WALL 108 LF 2' CURB WALL 54 LF 2' CURB WALL5' SIDEWALK ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK FIRE PUMP BLDG. ADA RAMP CONNECT TO ROAD BY OTHERS CONCRETE DRIVE BY OTHERS R135 5 ' REFERENCE SHEET C-3.3 FOR PLAN AND PROFILE OF COLLECTOR ROAD R1355 ' R1325' R1385' 3' PILOT CHANNEL 3' PILOT CHANNEL 3' PILOT CHANNEL 108 LF 2' CURB WALL 81 LF 2' CURB WALL 72 LF 2' CURB WALL 0 GRAPHIC SCALE 1 inch = ft. 80 80 160 80 40 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 OV E R A L L D I M E N S I O N C O N T R O L PL A N C-3.0 SHEET C-3.1 SHEET C-3.2 SHEET C-3.3 C O L L E C T O R R O A D 28 Item 2. X ••• • R 3 0 ' R 3 0 ' R126 4 . 1 ' R122 0 . 1 ' R30' R2 0 ' 18'26'18' 18 ' 26 ' 18 ' 5. 4 7 ' 18' 26' 1 6 ' 2 . 4 2 ' 1 6 ' 7.16' 62' 18' 18' 9 6 . 5 1 ' 18 ' 26 ' 18 ' 1 6 ' 1 6 ' 2 . 4 2 ' 18 ' 26 ' 18 ' 6' 18' 26' 9' 9' 9' 9' 9 ' 9 ' 9' 9' 1 6 ' 2 . 4 2 ' 1 6 ' 1 6 ' 1 6 ' 1 6 ' 2 . 4 2 ' 60' 2 6 ' 40' 77.36' 26 . 3 ' 51.49' 77 . 9 2 ' 224.5' 224.5'77 . 9 2 ' 86 . 2 5 ' 224.5' 7 7 . 9 2 ' 5 0 . 8 3 ' 84 . 1 2 ' 95.31 ' 20 . 0 5 ' 47.16 ' 2 0 . 9 3 ' 49.61 ' 2 0 . 9 1 ' 51.3 2 ' 54.5 ' 8 1 . 6 7 ' 49.5 6 ' 2 0 . 9 9 ' 1 8 . 5 2 ' 8 0 . 6 7 ' 54. 5 ' 1 5 . 5 2 ' 42. 8 1 ' 1 9 . 9 ' 164.32' 84 . 3 6 ' 24' R2 0 ' R20' 3 0 ' 3 0 ' R30' R3 0 ' 12 CARPORT MAINT. BLDG. 9 CARPORT 11 CARPORT 12 CARPORT12 CARPORT 11 CARPORT 6 CARPORT 6 CARPORT R 3 0 ' 9 CARPORT AC UNIT TYP. TRANSFORMER TYP. AC UNIT TYP. TRANSFORMER TYP. POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PARKING NO PARKING VAN X X X X X X X X X X X XXX XX X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH ENCLOSURE TRASH ENCLOSURE R3 0 ' R5 ' R4' R4 ' R4 ' R3' R 3 ' R 3 ' R3 ' R 3 ' R3' R 3 ' R3' R 3 ' R 3 ' R3' R 3 'R3 'R3' R 3 ' R 3 ' R3 ' R3 ' R 3 ' R3' R3' 56.36' R3 ' R3 ' R3'R3'R3' R 5 ' R2' R3' R3' R3' R 3 ' R 3 ' R30 ' R3' R2' R4 ' R3' R3' R4 ' R4 ' R4' R3 ' R3' R4 ' R3 ' R3' R3 ' R3' R4' R4' LARGE DOG SMALL DOG AC UNIT TYP. AC UNIT TYP. PRIVATE FENCE PRIVATE FENCEPRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE STREET FENCE STREET FENCE PERIMETER FENCE PERIMETER FENCE POOL FENCE 5' SIDEWALK ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK FIRE PUMP BLDG. ADA RAMP R135 5 ' REFERENCE SHEET C-3.3 FOR PLAN AND PROFILE OF COLLECTOR ROAD R1355 ' R1325' R1385 ' 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 DI M E N S I O N C O N T R O L P L A N C-3.1 REGULAR PARKING 470 SPACES ADA PARKING 16 SPACES TOTAL 486 SPACES PARKING MA T C H L I N E S H E E T C- 3 . 2 LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 29 Item 2. ELECTRICAL EASEMENT VOLUME 1491, PG. 12 LOT 13 BLOCK A 1.03 AC BLOCK A LOT 12 BLOCK A 0.89 AC LOT 3 BLOCK A 16.47 AC DETENTION POND 1 R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 5. 6 3 ' 9' 9' 9' 9' 9' 9' R 3 0 ' R3 0 ' 40'41.75' 40.9' 224.5' 77 . 9 2 ' 77.92' 22 4 . 5 ' 224.5'77 . 9 2 ' 77 . 1 ' 10 6 . 3 7 ' R30 '12 CARPORT 8 CARPORT 6 CARPORT 7 CARPORT 12 CARPORT AC UNIT TYP. NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PA R K I N G X XXX XX X X X X X X X X X X XXX X X X X X X X X X X X TRASH ENCLOSURE 6 CARPORT R 3 ' R3' R 3 ' R3' R 3 ' R3' R3 ' R 3 ' R3' R3' R3' R 3 ' R3' R3'R3' R 3 ' R3 ' R3' R 3 ' R3' R 3 ' R3 ' R 3 ' R 3 ' R3 ' R3 ' R3' R 3 ' R5 0 ' R 3 0 ' R30' 6 CARPORT R3' R 3 ' R3 ' R 3 ' R3' R 3 ' R3 ' R 3 ' R3' R 3 ' R3' R 3 ' R 3 ' R3' 18 ' 26 ' 18 ' 5. 5 2 ' AC UNIT TYP. PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PRIVATE FENCE PERIMETER FENCE PERIMETER FENCE PERIMETER FENCE 126 LF 2' CURB WALL 108 LF 2' CURB WALL 54 LF 2' CURB WALL ADA RAMP ADA RAMP ADA RAMP 5' SIDEWALK 5' SIDEWALK CONNECT TO ROAD BY OTHERS 3' PILOT CHANNEL 3' PILOT CHANNEL 3' PILOT CHANNEL 108 LF 2' CURB WALL 81 LF 2' CURB WALL 72 LF 2' CURB WALL 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 DI M E N S I O N C O N T R O L P L A N C-3.2 MA T C H L I N E S H E E T C- 3 . 1 LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 30 Item 2. NO P A R K I N G V A N NO PARKI N G N O PA R K I N G V A N X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 / 2 " C I R F I S B E L L E N G R 1 / 2 " C I R F K A Z 5 3 1 2 1 / 2 " C I R F R E D R 1 3 5 5 ' R 1 3 2 5 ' R 1 3 8 5 ' COLLECTOR ROAD DRIVE BY OTHERS EXIST. GROUND PROP. GROUND ST A : 5 + 9 7 . 0 6 P V C EL E V : 6 9 9 . 5 5 ST A : 6 + 9 7 . 0 6 P V T EL E V : 6 9 9 . 5 7 ST A : 9 + 1 9 . 5 9 P V C EL E V : 6 9 7 . 8 1 ST A : 1 0 + 6 9 . 5 9 P V T EL E V : 6 9 7 . 8 1 ST A : 1 2 + 7 1 . 7 4 EN D R O A D IN S T A L L B A R R I C A D E EL E V : 6 9 9 . 8 7 ST A : 0 + 0 0 . 0 0 CO N N E C T T O D R I V E W A Y BY O T H E R S EL E V : 7 0 6 . 4 8 150' VC PVI STA: 9+94.59 PVI ELEV: 696.64 K: 69.44 100' VC PVI STA: 6+47.06 PVI ELEV: 700.14 K: 31.82 4:1 MAX PR O P E R T Y L I N E CL E N T R A N C E D R I V E PR O P E R T Y L I N E ST A : 3 + 2 8 . 3 0 P V C EL E V : 6 9 9 . 2 3 ST A : 4 + 7 8 . 3 1 P V T EL E V : 6 9 8 . 3 7 150' VC PVI STA: 4+02.76 PVI ELEV: 697.30 K: 43.60 TOP OF WEST PAVING 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 LEGEND PROPOSED CONCRETE CURB AND GUTTER PROPERTY LINE PROPOSED FIRE LANE CO L L E C T O R R O A D PL A N A N D P R O F I L E C-3.3 60' RIGHT-OF-WAY CROSS SECTION CH A P M A N R O A D ( F M 4 5 5 ) 6 0 ' R O W 2 4 ' 6 ' PROPOSED DRIVE APRON BY TxDOT R20' R2 0 ' TX D O T R O W PROPOSED BARRICADE PROPOSED 36" STOP SIGN PROPOSED BARRICADE TEMPORARY BARRICADE SIDEWALK AROUND PROP. FIRE HYD. SIDEWALK AROUND PROP. FIRE HYD. PROPOSED ADA RAMP PROPOSED ADA RAMP S T A : 2 + 4 6 . 1 2 PROPOSED CURB PROPOSED CURB 12+55.04, 24' RT. EL: 699.22 12+55.04, 0.00' RT. EL: 699.70 9+83.35, 24.13' RT. EL: 696.71 9+94.75, 24.13' RT. EL: 696.58 9+19.42, 24.15' RT. EL: 697.19 6+47.09, 24.16' RT. EL: 699.41 6+47.09, 0.16' RT. EL: 699.89 4+03.29, 24.09' RT. EL: 697.43 2+46.12, 0.00' RT. EL: 700.36 2+46.12, 24' RT. EL: 699.84 DOUBLE YELLOW 4" WIDE PAINTED STRIPES DOUBLE YELLOW 4" WIDE PAINTED STRIPES DOUBLE YELLOW 4" WIDE PAINTED STRIPES max slope is 2% within 100' of an intersection. is this a PC? if so make sure it is clrearly denoted Provide curve data is this a PT? 31 Item 2. /////////////////////////////////////////////////////////////////////////// /////////////////////////// /// /////////////////////////////////////////////////// STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) (S 20°27'44" E) 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S R 3 0 ' R3 0 ' R1220 . 1 ' R30' R30 ' R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 18'26'18' 18 ' 26 ' 18 ' 18' 26' 18' 18' 18 ' 26 ' 18 ' 18 ' 26 ' 18 ' 18' 26' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9 ' 9 ' 9' 9' 60' 2 6 ' R 3 0 ' R2 0 ' R20' 3 0 ' 30 ' R30 ' R30' R3 0 ' MAINT. BLDG. R 3 0 ' POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING NO PA R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH COMPACTOR TRASH ENCLOSURE TRASH ENCLOSURE R30 ' 18 ' 26 ' 18 ' FIRE LANE STRIPING (TYP.)FIRE LANE STRIPING (TYP.) FIRE LANE STRIPING (TYP.)FIRE LANE STRIPING (TYP.) FI R E L A N E ST R I P I N G ( T Y P . ) FI R E L A N E ST R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° PEDESTRIAN CROSSING CAUTION SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° R 3 0 ' STAMPED CONCRETE FEATURE REF. ARCHITECTS PLANS 2' CURB WALL REF. GRADING PLAN 0 GRAPHIC SCALE 1 inch = ft. 80 80 160 80 40 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 OV E R A L L P A V I N G , S T R I P I N G A N D SI G N A G E P L A N C-4.0 SHEET C-4.1 SHEET C-4.2 32 Item 2. X ••• • R 3 0 ' R3 0 ' R122 0 . 1 ' R30' 18'26'18' 18 ' 26 ' 18 ' 18' 26' 18' 18' 18 ' 26 ' 18 ' 18 ' 26 ' 18 ' 18' 26' 9' 9' 9' 9 ' 9 ' 9' 9' 60' 2 6 ' R2 0 ' R20' 3 0 ' 3 0 ' R30' R3 0 ' MAINT. BLDG. R 3 0 ' POOL CLUBH O U S E NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PARKING NO PARKING VAN X X X X X X X X X X X XXX XX X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRASH COMPACTOR TRASH ENCLOSURE FIRE LANE STRIPING (TYP.) FIRE LANE STRIPING (TYP.) FI R E L A N E ST R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) F I R E L A N E S T R I P I N G ( T Y P . ) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) 6" CURB (TYP.) CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° PEDESTRIAN CROSSING CAUTION SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° STAMPED CONCRETE FEATURE REF. ARCHITECTS PLANS 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 5" THICK LIGHT DUTY PAVEMENT 6" THICK MODERATE DUTY PAVEMENT 7" THICK HEAVY DUTY PAVEMENT NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 PA V I N G , S T R I P I N G A N D S I G N A G E PL A N C-4.1 REGULAR PARKING 465 SPACES ADA PARKING 18 SPACES TOTAL 483 SPACES PARKING MA T C H L I N E S H E E T C- 4 . 2 Show how this is calculated. Show that this matches the approved PD The preliminary plat references ordinance 12-32-22 what are the plans within the roadway 33 Item 2. ELECTRICAL EASEMENT VOLUME 1491, PG. 12 LOT 13 BLOCK A 1.03 AC BLOCK A LOT 12 BLOCK A 0.89 AC LOT 3 BLOCK A 16.47 AC DETENTION POND 1 R30 ' R5 0 ' 18'26'18' 18 ' 26 ' 18 ' 9' 9' 9' 9' 9' 9' R 3 0 ' R30 ' NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PA R K I N G X XXX X X X X X X X X X X X X XXX X X X X X X X X X X X TRASH ENCLOSURE R30 ' 18 ' 26 ' 18 ' FIRE LANE STRIPING (TYP.) FIRE LANE STRIPING (TYP.) FI R E L A N E ST R I P I N G ( T Y P . ) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) ADA STRIPING & SIGNAGE PER TAS REQUIREMENT (TYP.) 6" CURB (TYP.) 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN 2' CURB WALL REF. GRADING PLAN CROSSWALK 4" WHITE STRIPING @ 24" O.C.E.W. @ 45° 24" WHITE STOP BAR 24"x24" STOP SIGN 24" WHITE STOP BAR 24"x24" STOP SIGN 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) 4" WHITE DOUBLE COATED PARKING STRIPE (TYP.) R 3 0 ' 2' CURB WALL REF. GRADING PLAN 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3.NO LANDSCAPING SUCH AS TREES, HEDGES, ABOVE AND UNDERGROUND STRUCTURES SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHT OF WAY. 4.REFERENCE APPROVED ORDINANCE 12-21-22 FOR LANDSCAPING, ENTRANCE, OPEN SPACE, SCREENING, FENCING, SETBACKS, AND SIGNAGE REQUIREMENTS NOTES: DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 LEGEND PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT PROPERTY LINE PROPOSED FIRE LANE 5" THICK LIGHT DUTY PAVEMENT 6" THICK MODERATE DUTY PAVEMENT 7" THICK HEAVY DUTY PAVEMENT PA V I N G , S T R I P I N G A N D S I G N A G E PL A N C-4.2 MA T C H L I N E S H E E T C- 4 . 1 Provide Geotechnical Report 34 Item 2. X •• • NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN GATE GATE GATE PEDESTRIAN ACCESS PEDESTRIAN ACCESS 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 LEGEND PROPOSED CONCRETE CURB AND GUTTER PROPERTY LINE PROPOSED FIRE LANE STREET FRONTAGE FENCE (72" HT WROUGHT IRON FENCE, MASONRY COLUMNS 24' O.C.) PERIMETER FENCE (72" HT WROUGHT IRON FENCE) POOL/DOG PARK FENCE (60" HT STEEL TUBE FENCE) PRIVATE YARD FENCE (42" HT STEEL TUBE FENCE) DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 FE N C E P L A N C-4.3 Provide gate details. must conform to ordinance 10.105(3) 35 Item 2. X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X XX X 695 6 9 5 69 9 70 0 701 702 7 0 3 701 702 70 3 70 4 69 6 6 9 7 S 0 1 ° 2 6 ' 2 3 " W 1 1 8 3 . 5 7 ' CIRS L1 1/2" IRF (S 0 0 ° 1 4 ' 5 5 " E ) LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. EXCHANGE DRIVE (50' WIDE R.O.W.) CABINET E, PG. 280, P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . S 88°37'28" E (1186.11') N 88°36'29" W 419.32' N 01°13'52" E 9.80' N 88°21'17" W (221.87') N 0 1 ° 2 6 ' 2 3 " E 1 0 0 2 . 9 7 ' 1122.76' 94 2 . 8 9 ' CIRS CIRSCIRSCIRS 1/2" IRF (S 88°11'56" E) (N 0 1 ° 5 3 ' 4 0 " E ) CIRS N 69°54'47" W (55.48') (N 88°13'58" W)(N 01°26'26" E) (N 88°08'43" E) (N 7 0 ° 2 5 ' 0 9 " W ) UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND WATER AND UTILITY DOC. NO. 2015-56982 36.7 8 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 68 3 682 681 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 692 68969 0 69 1 68 8 68 7 68568 6 68 2 683 684 68 1 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 /// /// /// /// S 20°05'13" W 30.70' CIRS 1/2" CIRS "ISBELL ENGINEERING" (S 20°27'44" E) "X" CUT SET 5/8" CIRF "TXDOT" 233. 6 0 ' N 70 ° 4 0 ' 5 2 " W (N 69°32'18" W) 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. S 20°05'13" W 30.70' 194.58' • • N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. 36.7 8 ' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X XX X X X X XX X X X X X X X XX X X X X XX X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8,400 sf (70' x 120') 165 SPACES LOT 7 BLOCK A 5.17 AC LOT 10 BLOCK A 0.91 AC LOT 11 BLOCK A 0.93 AC LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 9 BLOCK A 0.86 AC LOT 12 BLOCK A 0.89 AC LOT 6 BLOCK A 2.25 AC LOT 8 BLOCK A 2.40 AC LOT 3 BLOCK A 16.47 AC LOT 4 BLOCK A 3.07 AC LOT 5 BLOCK A 1.53 AC CORNER LOT 1.13 AC DETENTION POND 1 FF = 692.90 FF = 693.90 FF = 695.90 FF = 694.85 FF = 692.90 FF = 696.90 FF = 697.90 FF = 698.16 FF = 698.31 F F = 6 9 7 . 9 7 FF = 699.28 FF = 697.73 FF = 698.05 FF = 698.81 FF = 699.22 NOTE: WALLS FOR DETENTION POND ARE DESIGN BUILD BY CONTRACTOR, AND MUST SUBMIT ENGINEERED PLANS FOR REVIEW AND PERMIT 5' CURB INLET 5' CURB INLET 5' CURB INLET 10' CURB INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 3' GRATE INLET 5' CURB INLET 5' CURB INLET 3' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET NAIL FND. MAG 100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 5/8" CIRF ORANGE SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 S142 S143 S142 S143 NAIL FND. MAG EL=700.040 100477WDN. FENCEEL=701.646 302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . S142 S143 NAIL FND. MAG 100476WDN. FENCE ! 5/8" CIRF ORANGE302CP~1/2" CIRS "S&A CONTROL"N=7184138.593 E=2372044.923 EL=686.18 S142 S143 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 SHEET C-5.1 SHEET C-5.2 SHEET C-5.3 SHEET C-5.4 SHEET C-5.5 SHEET C-5.6 0 GRAPHIC SCALE 1 inch = ft. 60 60 120 60 30 OV E R A L L G R A D I N G P L A N C-5.0 36 Item 2. NO PARKING VAN N O P A R K I N G NO PARKING VAN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 699.87 FF = 698.05 FF = 698.81 FF = 699.22 FF = 696.90 FF = 697.90 696.22 695.73 695.87 695.87 695.87 695.32 695.40 696.17 696.55 695.70 696.08 697.13 695.60 TG = 695.25 697.85 697.85 698.20 697.07 697.13 696.59 697.11 695.95 696.42 696.42 696.88 696.48 697.09 696.17 695.68696.12 697.17 697.17 697.17 697.27 697.36 696.99 697.17 696.99 696.99 696.99 696.18 696.36 695.95 699.40 696.58 697.40 69 5 . 8 3 69 5 . 8 2 69 5 . 8 3 69 6 . 2 7 69 6 . 7 7 69 6 . 7 7 69 6 . 1 7 69 6 . 1 7 69 6 . 1 7 69 6 . 1 8 69 5 . 7 3 697.13 69 6 . 6 3 69 6 . 7 6 69 6 . 7 6 69 6 . 8 9 69 6 . 9 5 69 6 . 9 5 69 7 . 5 4 69 8 . 1 1 69 8 . 5 9 69 5 . 7 0 69 5 . 4 0 69 5 . 3 5 69 5 . 3 6 69 5 . 4 5 69 5 . 7 5 69 6 . 5 5 69 6 . 4 0 69 6 . 3 5 69 6 . 4 0 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 8 7 69 5 . 7 9 69 5 . 7 0 69 5 . 7 0 69 5 . 7 9 696 . 8 4 69 6 . 4 7 69 6 . 4 7 69 6 . 7 7 69 5 . 5 3 695 . 4 8 69 5 . 3 9 69 5 . 2 8 69 7 . 6 2 697 . 9 5 696.48 697.11 697.19 697.35 696.95 696.70 696.82 695.83 696.78 696.78 697.64 698.28 69 8 . 3 2 69 8 . 5 1 698.72 697.90 697.93 698.17 697.30 697.27 697.50 697.35 697.29 697.44 696.23 696.53 696.85 696.85 696.93 697.12 697.55 697.17 697.51 696.08 696.16 696.32 697.75 698 . 1 5 69 7 . 4 2 697.03 696.81 696.69 696.85 696.81 696.69 697.03 696.99 697.75 697.67 697.65 697.77 697.55 697.79 697.50 TG = 693.78 696.16 69 6 . 5 7 696.13 694.39 697.41 696.89 697.55 697.55 697.55 697.55 698.31 698.31 698.31 698.31 698.72 698.72 698.72 69 6 . 5 7 69 6 . 5 6 69 6 . 5 7 696 . 3 8 69 6 . 3 5 69 6 . 5 4 69 6 . 8 8 696 . 7 9 69 6 . 6 8 69 6 . 8 4 69 6 . 6 6 69 6 . 6 2 69 6 . 7 7 69 6 . 5 6 69 6 . 5 7 69 6 . 5 7 69 6 . 5 0 69 7 . 4 0 69 7 . 4 0 69 5 . 4 9 69 5 . 6 8 694.01 693.90 697.57 697.63 699.22 699.70 698.35 697.82 697.82 696.50 696.57 FF = 696.90 FF = 697.90 FF = 698.05 FF = 698.81 FF = 699.22 5' CURB INLET 10' CURB INLET 3' GRATE INLET 2' AREA INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 3 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.2 GR A D I N G P L A N C-5.1 A minimum slope of 0.50% is required for earthen channels and swales per ordinance 10.106(d)(9). (TYP 37 Item 2. NO PARKING NO PARKING X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FF = 698.31 FF = 698.16 FF = 699.28 FF = 697.73 697.11 697.05 698.81 697.70 697.29 695.63 696.62 697.40 696.89 696.89 698.40 698.41 697.75 697.42 697.39 697.39 697.14697.07 697.50697.50 696.88 696.58 699.89 697.06 69 7 . 6 2 697 . 9 5 69 8 . 0 6 69 5 . 7 0 69 8 . 0 5 69 8 . 0 6 699.90± ME 698.26 697.00 697.39 698.77698.78 698.77 698.41698.41698.42 696.97 696.82 698.10 697.81 697.90 696.74 697.56697.35 697.36 698.16 697.36 697.56 697.05 697.38 697.48 696.23 696.61 696.56 696.59 696.68 697.04 696.83 697.90 696.68 696.85 697.01 697.01 698.40 698.40698.47 698.53 696.93 698.47 697.71 697.43 697.60 696.63 696.13 699.50699.41 697.19 697.81 697.81 697.81 697.81 698.78 698.78 698.78 698.78 697.23 697.23 697.23 697.73 69 7 . 8 7 697 . 8 3 69 7 . 6 9 69 7 . 7 7 69 7 . 7 8 699.41 699.24 696.50 FF = 698.16 FF = 698.31 FF = 699.28 FF = 697.73 5' CURB INLET 5' CURB INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 4 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.1 GR A D I N G P L A N C-5.2 38 Item 2. XXX X X X X X X XX X X X X X X695 6 9 5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 692 68969 0 69 1 68 8 6 9 1 6 9 2 6 9 3 6 9 5 6 8 9 NO PARKING NO PARKING NO PARKING X X X XXXXXX X X X X X X X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X XXXXXX X X XX X X X X X X X X XXX X X X X X X X X FF = 694.85 FF = 695.90 FF = 693.90 FF = 692.90 692.20 692.20 690.99 692.21 TG = 691.28 692.20 692.30 694.15 694.15 693.98 TG = 693.08 TG = 691.04 692.00 TG = 690.48 TG = 692.78 694.04 691.59 692.20 692.20692.80 694.15 693.70 693.59 693.66 693.88 693.81 692.43 692.08 691.84 691.91 691.26 691.18 693.70693.70693.70693.70 693.35 693.35 693.35 693.35 694.25 69 4 . 3 0 69 3 . 8 0 69 3 . 8 0 694 . 3 0 69 4 . 7 5 69 4 . 3 0 69 4 . 3 0 69 4 . 8 5 693.08 69 3 . 3 0 69 4 . 2 0 69 3 . 1 9 69 3 . 1 8 69 3 . 2 5 69 3 . 1 2 69 3 . 1 4 69 3 . 5 8 69 3 . 7 0 69 3 . 7 6 69 3 . 8 5 69 3 . 4 4 693 . 4 4 69 3 . 4 6 69 3 . 5 1 694.15 69 2 . 8 0 69 2 . 8 0 69 2 . 3 0 694 . 0 0 69 3 . 9 5 69 3 . 9 5 69 4 . 0 0 69 3 . 6 7 69 3 . 6 9 69 3 . 7 3 69 3 . 6 6 69 2 . 4 3 69 2 . 2 8 69 2 . 1 9 69 2 . 0 8 69 1 . 8 6 69 1 . 8 9 69 1 . 9 8 69 1 . 9 3 691 . 7 2 69 1 . 8 6 69 1 . 8 4 69 1 . 8 6 69 2 . 4 5 69 1 . 7 1 69 1 . 6 4 69 1 . 6 9 69 1 . 7 6 69 2 . 0 2 69 1 . 9 7 69 2 . 0 0 69 2 . 0 5 69 1 . 3 2 69 1 . 2 1 69 1 . 1 2 69 1 . 2 1 69 1 . 0 4 69 1 . 0 7 69 1 . 1 1 691 . 0 3 69 2 . 9 0 69 2 . 1 9 69 2 . 1 1 69 4 . 4 0 69 4 . 4 0 69 3 . 9 0 69 4 . 4 0 69 5 . 0 0 69 5 . 4 0 695 . 8 0 69 5 . 8 0 69 5 . 8 0 69 5 . 8 0 69 5 . 7 0 697.31 697.80 697.50 694.42 TG = 693.78 695.16 696.18 TG = 694.80 697.50 691.74 693.20 692.13 69 1 . 5 7 692.25 69 2 . 8 0 69 2 . 8 0 697.40 697.41 695.90 696.76 696.89 697.79 69 4 . 4 3 69 4 . 4 3 69 4 . 3 9 69 4 . 4 5 69 4 . 3 4 69 4 . 5 5 694 . 4 6 69 4 . 6 7 69 4 . 4 8 69 4 . 4 9 69 2 . 5 5 692 . 5 3 692 . 5 6 69 2 . 5 6 69 2 . 4 0 69 2 . 5 5 694 . 4 4 69 2 . 6 4 69 2 . 3 8 69 2 . 6 1 69 5 . 7 0 69 5 . 5 9 69 5 . 5 3 69 3 . 4 1 69 3 . 5 4 69 2 . 5 4 69 2 . 5 7 69 2 . 4 7 69 2 . 4 9 692 . 5 6 69 3 . 4 6 69 3 . 5 1 69 3 . 5 2 69 3 . 5 3 69 3 . 4 9 69 5 . 3 6 69 5 . 5 7 69 5 . 5 4 69 5 . 5 5 69 5 . 5 2 69 6 . 3 1 690.90 69 1 . 4 4 691.77 693.52 692.00 69 3 . 9 5 69 3 . 5 3 697.80 697.80 696.55696.45 695.20695.10 693.75 694.20 695.00 695.00 695.00 695.00 692.00 692.00 692.00 692.00 694.30 694.80 695.00 FF = 692.90 FF = 693.90 FF = 695.90 FF = 694.85 3' GRATE INLET 3' GRATE INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 2' AREA INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 5 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.4 MA T C H L I N E S H E E T C- 5 . 1 GR A D I N G P L A N C-5.3 0' - 7 1 / 4 " Max slope exceeded Min 0.5% slope required 39 Item 2. X X X X X X X X X X X X X X 69 9 70 0 69 9 698 69 8 697 69 7 6 9 0 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PARKING NO PA R K I N G PARKING VAN NO PARKING X X X X X X X X X X X 8,400 sf (70' x 120') 165 SPACES LOT 7 BLOCK A 5.17 AC LOT 6 BLOCK A 2.25 AC 693.20 692.66 TG = 691.97 692.98 692.64 693.50 694.80 695.20 694.85 694.53 694.83 FF = 694.90 697.45 698.56 696.99 696.47 696.47 698.05 698.05697.68 697.68 693.97 695.20 697.39 697.39 697.39 697.14697.07 697.50 693.14 69 2 . 2 2 692 . 8 3 69 2 . 1 2 693.20 69 1 . 9 1 692 . 4 8 69 2 . 4 8 692 . 4 8 69 2 . 4 8 692 . 3 0 692 . 2 1 69 2 . 1 2 69 3 . 0 8 69 3 . 0 8 69 2 . 5 8 69 3 . 0 8 69 3 . 1 2 69 3 . 8 0 692.54 693.29 69 2 . 0 0 69 1 . 9 6 69 1 . 9 4 69 2 . 0 7 69 2 . 3 9 69 2 . 4 3 69 2 . 4 4 69 2 . 4 9 69 3 . 0 5 69 3 . 0 0 69 3 . 0 0 69 3 . 0 5 69 3 . 1 7 69 3 . 0 6 69 3 . 0 9 693 . 1 4 69 2 . 2 9 69 2 . 1 7 69 2 . 1 7 69 2 . 2 9 69 3 . 2 0 69 3 . 2 0 69 2 . 6 6 69 3 . 8 0 69 3 . 8 0 693 . 2 6 69 3 . 2 6 692.43692.33 69 3 . 8 0 69 3 . 8 0 69 4 . 4 0 69 4 . 4 0 69 3 . 8 0 69 3 . 8 0 694.40 69 3 . 9 0 69 4 . 4 0 695 . 0 0 69 5 . 4 0 69 5 . 8 0 69 2 . 2 8 69 2 . 2 3 692 . 2 0 69 2 . 2 1 69 3 . 5 3 69 3 . 5 8 69 3 . 6 2 693 . 8 0 69 3 . 4 6 69 3 . 4 6 69 3 . 4 6 69 3 . 1 1 69 3 . 2 7 694 . 5 0 69 4 . 4 1 69 4 . 3 5 69 4 . 2 5 694.98 69 5 . 8 0 69 5 . 8 0 69 5 . 7 0 695 . 8 0 69 5 . 7 0 694.73695.27 694.82 694.86 695.04 694 . 3 8 69 4 . 3 3 69 4 . 3 3 69 4 . 4 3 69 4 . 2 2 69 3 . 5 9 69 4 . 9 3 69 4 . 9 8 69 5 . 2 0 695 . 2 0 69 5 . 0 6 695.02 69 5 . 8 0 69 5 . 3 0 69 5 . 8 0 695.43 69 4 . 9 0 69 4 . 9 0 69 4 . 9 4 69 4 . 9 0 695 . 4 0 69 5 . 3 4 695 . 1 0 69 5 . 0 9 695 . 4 0 FF = 695.40 694.87 694.59 694.35 695.60 697.70 697.80 697.59 697.59 697.49 696.47 699.65± ME 699.84± ME 699.86± ME 699.48± ME 698.76 698.74 697.90 697.57 697.68 696.13 696.11 696.29 697.79 697.79 697.07 697.87 697.73 697.92 698.02 697.70697.70 698.05 697.18 697.69 696.70 696.79 698.77 698.77 698.41698.41 696.18 695.70 696.63 692.13 698.09 69 5 . 7 0 69 2 . 5 7 69 7 . 8 1 69 7 . 8 7 69 7 . 7 7 69 7 . 7 0 69 7 . 7 4 F F = 6 9 7 . 9 7 3' GRATE INLET 5' CURB INLET 3' AREA INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MA T C H L I N E S H E E T C- 5 . 6 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.3 MA T C H L I N E S H E E T C- 5 . 2 GR A D I N G P L A N C-5.4 40 Item 2. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 688 687 686 685 685 684 68 3 682 68 7 68 568 6 68 2 683 684 68 2 6 8 3 6 8 4 6 8 6 6 8 7 6 8 8 NO PA R K I N G VA N NO PA R K I N G XXX X X XX X LOT 13 BLOCK A DETENTION POND 1 679.71 677.70 FF = 692.90 690.97 691.60 691.15 679.19 685.48 690.84 692.20 690.67 690.93 689.33 TG = 688.77 689.24 681.89 689.44 689.92 689.50 689.14689.11 689.42 689.99 689.32 691.60 690.73 690.58 690.94 691.65 690.13 689.80 689.46 688.89 68 9 . 9 3 69 0 . 5 9 68 9 . 0 3 68 8 . 9 8 68 8 . 9 5 68 9 . 0 4 68 8 . 9 4 68 8 . 9 1 68 8 . 9 6 68 8 . 9 9 689.32 689.50 69 1 . 5 3 69 0 . 4 6 69 0 . 1 9 69 0 . 2 8 69 0 . 4 6 69 0 . 3 7 69 0 . 2 8 69 0 . 1 0 69 1 . 3 3 69 1 . 3 8 69 1 . 4 3 691 . 6 5 69 1 . 6 5 69 1 . 6 5 69 1 . 6 5 69 2 . 2 5 692 . 2 5 69 1 . 7 5 69 2 . 2 5 69 2 . 2 5 69 2 . 3 4 69 2 . 8 0 69 2 . 1 7 69 2 . 0 8 69 1 . 6 6 69 2 . 8 0 69 1 . 4 7 69 1 . 5 1 69 1 . 5 4 69 1 . 5 9 69 0 . 8 3 69 0 . 9 2 69 0 . 9 6 69 1 . 0 0 69 0 . 8 8 69 1 . 4 2 691 . 3 7 69 1 . 3 4 69 1 . 3 0 69 0 . 5 6 69 0 . 7 7 69 0 . 7 4 69 0 . 7 9 69 0 . 8 2 TG = 6 8 9 . 6 9 689.39 687.39 690.42 688.42 691.23 689.23 691.65 689.65 692.10 690.10 691.47 689.47 691.44 689.44 690.96 689.00 690.87 688.87 690.78 688.78 689.38 689.48 679.19 BW 686.50 TW 677.85 BW 686.50 TW 686.50 TW 677.85 BW 69 2 . 5 4 69 2 . 5 7 69 2 . 4 7 69 2 . 4 9 692 . 5 6 69 2 . 5 3 690.90 679.26 BW 686.50 TW FF = 692.90 NOTE: WALLS FOR DETENTION POND ARE DESIGN BUILD BY CONTRACTOR, AND MUST SUBMIT ENGINEERED PLANS FOR REVIEW AND PERMIT 3' GRATE INLET 5' CURB INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCH LINE SHEET C-5.6 MA T C H L I N E S H E E T C- 5 . 3 GR A D I N G P L A N C-5.5 Provide cross section of pond 41 Item 2. 68 5 68 6 6 8 9 6 8 6 6 9 0 68 2 68 3 68 4 68 5 686.07 690.00 691.54 691.29690.86 687.39 691.40 690.95 690.61 687.45 691.16 69 1 . 6 6 69 1 . 6 1 69 1 . 5 3 69 1 . 7 8 69 1 . 7 8 69 1 . 6 8 69 0 . 0 4 69 2 . 8 0 69 2 . 8 0 69 1 . 4 1 691 . 3 0 69 0 . 7 9 69 0 . 6 4 69 1 . 2 4 69 0 . 6 8 69 0 . 6 1 TG = 6 8 9 . 6 9 692 . 2 2 69 2 . 3 3 69 2 . 3 8 69 2 . 8 3 691.60 692.54 691.45 69 1 . 9 4 69 2 . 0 7 69 2 . 3 9 69 2 . 4 3 69 2 . 4 4 690.50 688.50 686.50 TW 679.50 BW 69 2 . 5 7 679.60 BW 686.50 TW 679.70 BW 688.25 TW 688.50 TW 679.57 679.68 679.41 3' GRATE INLET 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 MATCH LINE SHEET C-5.5 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S H E E T C- 5 . 4 GR A D I N G P L A N C-5.6 Cut/Fill Summary Name cut fill Totals Cut Factor 1.000 Fill Factor 1.100 2d Area 776944.02 Sq. Ft. 776944.02 Sq. Ft. Cut 30713.97 Cu. Yd. 30713.97 Cu. Yd. Fill 29803.40 Cu. Yd. 29803.40 Cu. Yd. Net 910.56 Cu. Yd.<Cut> 910.56 Cu. Yd.<Cut> 42 Item 2. ///////// // / ///////////////////// /// /// /////////////////////////////////////////////////// ///////////////////// /// ////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. 4" MFP 700 70 5 6 9 9 7 0 0 7 0 1 70 2 69 5 69 6 69 7 69 8 699 700 701 702 703 70 4 6 9 5 69 9 70 0 701 702 7 0 3 706 693 694 695 696 697 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 697 698 699 701702 703 696 695 694 694 695 696 696 698 699 700 703 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL S 0 0 ° 4 8 ' 5 2 " W 5 6 3 . 2 4 ' S 0 1 ° 2 6 ' 2 3 " W 1 1 8 3 . 5 7 ' N 88°49'25" W 1307.41' N 0 0 ° 5 8 ' 4 7 " E 7 2 4 . 5 9 ' CIRS CIRS 100D NAIL FOUND CIRS 14.5' X 14.9' METAL SHED L3 L5 L7 L8 CIRS L1 L2 L4 CIRS 1/2" IRF CIRS (S 0 0 ° 1 4 ' 5 5 " E ) (S 0 0 ° 1 4 ' 5 5 " E ) (S 89°41'39" W) (N 0 0 ° 3 0 ' 0 7 " W ) CIRS CIRS L9 L6 1/2" CIRF "KAZ" CIRS FL-12"CMP=690.0'(W) SPOIL PILE CIRS S 0 8 ° 1 7 ' 1 2 " W STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. EXCHANGE DRIVE (50' WIDE R.O.W.) CABINET E, PG. 280, P.R.D.C.T. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. S 88°37'28" E (1186.11') N 89°38'41" W (87.41') S 0 8 ° 5 7 ' 3 8 " W ( 2 4 7 . 9 2 ' ) S 1 8 ° 4 8 ' 2 5 " W ( 1 9 8 . 8 2 ' ) S 81°33'29 " E 83.58' N 88°36'29" W 419.32' N 01°13'52" E 9.80' N 88°21'17" W (221.87') N 0 1 ° 2 6 ' 2 3 " E 1 0 0 2 . 9 7 ' 1122.76' (N 88°49'21"W) 41.31' 94 2 . 8 9 ' CIRS CIRSCIRSCIRS 1/2" IRF CIRS (S 88°11'56" E) 5/8" CIRF "TXDOT" (S 81°11'08 " E 8 6 . 3 0 ' ) (S 1 9 ° 1 0 ' 4 6 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (S 0 9 ° 1 9 ' 5 9 " W ) (N 0 1 ° 5 3 ' 4 0 " E ) CIRS N 69°54'47" W (55.48') (N 88°13'58" W)(N 01°26'26" E) (N 88°08'43" E) (N 7 0 ° 2 5 ' 0 9 " W ) UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. C1 RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" 63.47' CIRS 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND 1/2" IRF (5 7 . 1 9 ' ) WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 36.7 8 ' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 683 682 681 68 0 6 7 9 67 9680 679 680 67 8 67 7 67 8 67 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 68 0 6 8 0 6 8 1 682 683 683684 685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 692 689690 69 1 68 8 68 7 685686 68 2 683 684 68 1 67 9 68 0 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 // / // / // / // / // / // / /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// S 20°05'13" W 30.70' CIRS 1/2" CIRS "ISBELL ENGINEERING" (S 20°27'44" E) "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. 233. 6 0 ' N 70 ° 4 0 ' 5 2 " W CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS S 19°40'28" W (47.78') (S 20°03'15" W) (N 69°32'18" W) 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. N 89°38'41" W (87.41') S 20°05'13" W 30.70' (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. C1 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S EX. 6 - 24" PIPES 6 9 4 6 9 5 701 702 703 EXISTING 3 - 24" PIPES OS-1 34.00 AC 46.51 CFS EX-1 41.67 AC 48.00 CFS EXISTING ROADSIDE DITCH W/ 2 - 24" STORM PIPES EXISTING STORM CROSSING 6 - 24" STORM PIPES EXISTING SWALE L = 1,929 FT L = 2,079 FT PRE 34.00 AC, 41.52 CFS PRE 41.67 AC, 54.75 CFS OS-2 9.00 AC 10.37 CFS 0 GRAPHIC SCALE 1 inch = ft. 100 100 200 100 50 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. LEGEND A-1 1.5 AC 10 CFS C-6.0 EX I S T I N G D R A I N A G E AR E A S DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-18543 Item 2. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X CALLED 95 ACRES JACKSON JAY MARSHALL DOC. NO. 2013-133569 700 70 2 695 69 6 69 7 69 8 699 700 701 702 703 70 4 6 9 5 69 9 70 0 701 702 7 0 3 693 694 695 696 697 698 699 700 701 702 70 3 70 4 694 695 69 6 6 9 7 697 698 699 701702 703 696 695 694 694 695 696 696 698 699 700 703 FL-24"CMP=689.8'(E) FL-24"CMP=690.0'(W) FL-24"CMP=689.8'(E) FL-24"CMP=689.7'(E) FL-24"CMP=689.6'(W) FL-24"CMP=689.5'(W)FL-12"CMP=689.8'(E)0.5' WIDE CROSS-TIE RETAINING WALL CIRS 100D NAIL FOUND CIRS CIRS1/2" IRF CIRS CIRS 1/2" CIRF "KAZ" CIRS FL-12"CMP=690.0'(W) CIRS STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. LOT 1 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. LOT 2 BLOCK A PORTER ADDITION CABINET U, PG. 76 P.R.D.C.T. AC C E S S D R I V E W A Y , U T I L I T Y & SIN G A G E E A S E M E N T - A N N E X " 4 " VO L U M E 4 1 3 2 , P A G E 1 4 0 , O . R . D . C . T . SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . TRACT ONE PAC GROUP, LTC. DOC. NO. 2001-R0006340 O.R.D.C.T. HOLT TEXAS, LTD., DOC. NO. 2013-71958 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. CIRS CIRSCIRSCIRS 1/2" IRF CIRS 5/8" CIRF "TXDOT" CIRS UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. 15-FOOT WIDE WATER EASEMENT DOC. NO. 2015-56984 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS 5' ELECTRIC UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 10' WATER UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. 1" IRON PIPE FOUND 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 702 701 70 2 7 0 1 70 2 70 0 70 1 69 9 698 69 8 697 69 7 69 6 69 6 69 5 6 9 4 69 2 69 3 691 690 689 688 687 686 685 685 684 68 3 682 681 68 0 6 7 9 67 9680 679 68 0 67 8 67 7 67 8 67 8 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 7 0 0 68 0 6 8 0 6 8 1 682 683 683684685 686 687 688 689 690691 693 692694695 6 8 1 6 8 2 6 8 3 6 8 4 6 8 5 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 9 1 6 9 2 6 9 3 69 4 6 9 5 6 9 6 6 9 7 692 689690 69 1 68 8 68 7 68568 6 68 2 683 684 68 1 67 9 68 0 68 1 68 2 6 8 3 6 8 4 68 5 68 6 68 9 6 9 0 6 9 1 6 9 2 69 3 6 9 4 6 9 5 6 9 6 6 9 7 6 9 8 6 9 9 6 8 6 6 9 0 6 9 1 6 9 2 6 9 3 6 9 4 6 9 5 6 8 1 68 2 68 3 68 4 68 5 6 8 3 6 8 4 6 8 5 6 8 2 6 8 6 6 8 7 6 8 8 6 8 9 6 9 0 6 8 6 6 8 7 6 8 8 6 8 9 // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// CIRS 1/2" CIRS "ISBELL ENGINEERING" "X" CUT SET 5/8" CIRF "TXDOT" HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS 7 0 2 CALLED 26.385 ACRES JOHN PORTER AUTO SALES, INC. VOLUME 1330, PG. 277 O.R.D.C.T. ST A T E O F T E X A S DO C . N O . 2 0 2 0 - 4 4 8 9 4 O.R . D . C . T . LOT 1 BLOCK A ISBELL ADDITION CABINET Y, PG. 669 P.R.D.C.T. N 89°38'41" W (87.41') S 20°05'13" W 30.70' (N 88°49'21"W) 194.58' T • (S 0 9 ° 1 9 ' 5 9 " W ) N 69°54'47" W (55.48') (S 20°27'44" E) 24.37 ACRES 1,061,616 SQ. FT. C1 36.7 8 ' 63.47' 30' ACCESS & UTILITY EASEMENT CABINET U, PG. 76 P.R.D.C.T. (N 69°32'18" W) S 0 8 ° 1 7 ' 1 2 " W (5 7 . 1 9 ' ) IN T E R S T A T E H I G H W A Y 3 5 RI G H T - O F - W A Y W I D T H V A R I E S EX. 6 - 24" PIPES 6 9 5 701 702 703 EXISTING 3 - 24" PIPES EXISTING ROADSIDE DITCH W/ 2 - 24" STORM PIPES EXISTING STORM CROSSING 6 - 24" STORM PIPES EXISTING SWALE OS-2 9.00 AC 10.37 CFS PRE 34.00 AC, 41.52 CFS POST 35.59 AC, 289.33 CFS* *WILL BE DETAINED PRE 41.67 AC, 65.63 CFS POST 37.15 AC, 366.30 CFS* *WILL BE DETAINED A-3 0.76 AC 6.17 CFS OS-1 22.92 AC 31.35 CFS DETENTION POOL EXIT NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NOPARKING NO PA R K I N G CLUB H O U S E NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X X X X X X X XX XX X X XX X X X A-5 1.09 AC 8.85 CFS A-6 0.70 AC 5.68 CFS A-8 0.67 AC 5.44 CFS B-1 0.96 AC 7.80 CFS 3 2.16 AC 17.54 CFS A-2 0.55 AC 4.47 CFS A-1 0.39 AC 3.17 CFS A-4 0.78 AC 6.33 CFS A-7 0.75 AC 6.09 CFS A-9 0.87 AC 7.06 CFS B-5 1.12 AC 9.09 CFS B-4 1.03 AC 8.36 CFS B-8 1.00 AC 8.12 CFS B-6 0.92 AC 7.47 CFS B-7 0.30 AC 2.44 CFS B-2 0.90 AC 7.31 CFS D-1 0.44 AC 24.50 CFS C-1 0.45 AC 24.50 CFS OS-3 6.48 AC 7.46 CFS B-3 0.39 AC 3.17 CFS B-9 0.02 AC 0.16 CFS 2 0.15 AC 1.22 CFS 1 0.57 AC 4.63 CFS 0 GRAPHIC SCALE 1 inch = ft. 100 100 200 100 50 FLOODPLAIN NOTE THIS PROPERTY IS LOCATED IN NON-SHADED ZONE "X", AS SCALED FROM THE F.E.M.A. FLOOD INSURANCE RATE MAP DATED APRIL 18, 2011 AND IS LOCATED IN COMMUNITY NUMBER 480786 AS SHOWN ON MAP NUMBER 48121C0210J. THE LOCATION OF THE FLOOD ZONE IS APPROXIMATE. LEGEND A-1 1.5 AC 10 CFS NOTE: NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE A A PROP. GRD EXIST. GRD A A PROPERTY LINE 100 yr. WSEL Q100=11.69 cfs C-6.1 PR O P O S E D D R A I N A G E AR E A S DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 Required Storage Volume: 456,963 cubic-feet 10.49 acre-feet Does not match previous sheet C-1 and D-1 only contain street pavement. Per the DCSRR c=0.95 Provide information from phase one so that there is more information to backcheck in this plan set Profile and provide HGL/hydraulic data for the proposed ditch. The design must meet requirements outlined in ordinance 10.106(d)(9)(B) Please provide an updated drainage study. Comments provided in April 44 Item 2. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN X X X X X X X X X XX X X X X X X XX XX X X X X X X X X XX X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STA: 0+00 STORM LINE A INSTALL: SLOPED HEADWALL FL 36": 680.15 STA: 0+10.49 STORM LINE A STA: 0+00.00 STORM LAT A-1 INSTALL: 36"X18"X60° WYE FL 36": 683.66 FL 18": 684.41 FL 36": 683.66 10 LF OF 36" RCP @ 33.41% STA: 1+24.69 STORM LINE A INSTALL: 4'X4' GRATE INLET TOP: 687.88 FL 18": 685.00 FL 36": 684.00 FL 36": 684.00 114 LF OF 36" RCP @ 0.30% STA: 4+03.69 STORM LINE A INSTALL: 3'X3' GRATE INLET TOP: 691.28 FL 36": 685.39 FL 36": 685.39 STA: 7+18.69 STORM LINE A INSTALL: 3'X3' GRATE INLET TOP: 693.08 FL 36": 686.97 FL 27": 687.89 258 LF OF 36" RCP @ 0.50% STA: 7+64.42 STORM LINE A 4° DEFLECTION FL 24": 688.37 FL 24": 688.37 25 LF OF 24" RCP @ 0.50% STA: 9+46.52 STORM LINE A 12° DEFLECTION FL 24": 689.26 FL 24": 689.28 182 LF OF 24" RCP @ 0.50% STA: 10+24.83 STORM LINE A INSTALL: 3'X3' GRATE INLET TOP: 695.25 FL 24": 691.25 78 LF OF 2 4 " R C P @ 2 . 5 3 % STA: 0+07.97 STORM LAT A-1 INSTALL: 5' CURB INLET TOP: 689.39 FL 18": 685.39 8 LF OF 18" RCP @ 12.30% STA: 0+10.12 STORM LINE B INSTALL: SLOPED HEADWALL FL 36": 680.00 STA: 0+75.19 STORM LINE B STA: 0+00.00 STORM LAT B-1 36"X18"X60° WYE FL 36": 684.00 FL 18": 684.75 FL 36": 684.00 65 LF OF 36" RCP @ 6.15% 59 LF OF 36" RCP @ 0.50% STA: 1+33.97 STORM LINE B INSTALL: 30° BEND FL 36": 684.29 FL 36": 684.29 STA: 4+68.95 STORM LINE B INSTALL: 4'X4' GRATE INLET TOP: 691.97 FL 36": 685.97 FL 36": 685.97 335 LF OF 36" RCP @ 0.50% STA: 6+85.38 STORM LINE B STA: 0+00.00 STORM LAT B-2 INSTALL: 4' DIA. STRM MH TOP: 694.85 FL 27": 687.97 FL 24": 689.14 FL 36": 687.05 216 LF OF 36" RCP @ 0.50% STA: 7+85.14 STORM LINE B STA: 0+00.00 STORM LAT B-4 24"X18"X60° WYE FL 18": 688.80 FL 27": 688.47 FL 24": 688.72 10 0 L F O F 2 7 " R C P @ 0 . 5 0 % STA: 7+88.14 STORM LINE B PIPE SIZE CHANGE FL 24": 688.73 FL 18": 689.23 3 LF OF 24" RCP @ 0.50% STA: 9+21.24 STORM LINE B INSTALL: 4' DIA. STORM MH TOP: 697.75 FL 18": 690.98 FL 18": 690.98 13 3 L F O F 1 8 " R C P @ 1 . 3 1 % STA: 10+46.81 STORM LINE B INSTALL: 45° BEND FL 18": 692.62 FL 18": 692.62 126 LF OF 18" RCP @ 1.31% STA: 10+84.76 STORM LINE B INSTALL: 5' CURB INLET TOP: 697.12 FL 18": 693.12 38 LF OF 18" RCP @ 1.31% STA: 0+11.88 STORM LAT B-1 INSTALL: 3'X3' GRATE INLET TOP: 689.69 FL 18": 685.69 12 LF OF 18" RCP @ 7.91% STA: 2+03.64 STORM LAT B-2 STA: 0+00.00 STORM LAT B-3 18"X18"X60° WYE FL 24": 691.18 FL 24": 691.18 FL 24": 691.18 98 L F O F 2 4 " R C P @ 1 . 0 0 % STA: 3+31 STORM LAT B-2 INSTALL: 5' CURB INLET TOP: 696.45 FL 24": 692.45 127 L F O F 2 4 " R C P @ 1 . 0 0 % STA: 0+62.95 STORM LAT B-3 INSTALL: 5' CURB INLET TOP: 696.13 FL 24": 692.13 63 LF OF 24" RCP @ 1.51% STA: 0+35.79 STORM LAT B-4 INSTALL: 5' CURB INLET TOP: 694.09 FL 18": 690.09 FL 18": 690.09 STA: 0+48.44 STORM LAT B-4 INSTALL: 3'X3' AREA INLET TOP: 693.97 FL 18": 690.15 13 LF OF 18" RCP @ 0.50% 36 LF OF 18" RCP @ 3.60% STA: 0+00 STORM LINE C INSTALL: SLOPED HEADWALL FL 24": 692.73 STA: 0+70.89 STORM LINE C INSTALL: 10' CURB INLET TOP: 697.08 FL 24": 693.08 71 LF OF 24" RCP @ 0.50% STA: 0+00 STORM LINE D INSTALL: SLOPED HEADWALL FL 18": 693.58 70 LF OF 18" RCP @ 0.50%STA: 0+70.13 STORM LINE D INSTALL: 10' CURB INLET TOP: 697.93 FL 18": 693.93 279 LF OF 36" RCP @ 0.50% STA: 4+60.71 STORM LINE A 18" PIPE CONNECTION FL 18": 686.91 FL 36": 685.68 FL 36": 685.68 57 LF OF 36" RCP @ 0.50% STA: 7+39.18 STORM LINE A 18" PIPE CONNECTION FL 18": 688.32 (S) FL 24": 688.24 FL 27": 687.99 20 LF OF 27" RCP @ 0.50% 2'x2' GRATE INLET TOP: 693.78 FL 18": 690.78 88 LF 18" PVC @ 2.80% 165 LF 18" PVC @ 1.50% 2'x2' GRATE INLET TOP: 690.48 FL 18": 687.48 187 LF 18" PVC @ 0.60% 118 LF 18" PVC @ 1.93% 2'x2' GRATE INLET TOP: 691.04 FL 18": 688.04 2'x2' GRATE INLET TOP: 692.78 FL 18": 689.78 2'x2' GRATE INLET TOP: 694.80 FL 12": 691.80 33 LF 12" PVC @ 3.57% STA: 0+97.99 STORM LAT B-2 12" PIPE CONNECTION FL 12": 690.62 FL 24": 690.12 FL 24": 690.12 106 L F O F 2 4 " R C P @ 1 . 0 0 % FL: 687.50 6" POOL DRAIN FL 6": 692.00 REF. ARCH. PLANS STA: 0+00 STORM LINE C-1 1 - PIPE THROUGH WALL FL 42": 679.68 STA: 0+64.31 STORM LINE C-1 1 - PLUG FL 42": 680.00 64 LF OF 42" PVC @ 0.50% 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-6.3 MA T C H L I N E S H E E T C- 6 . 3 ST O R M D R A I N A G E P L A N C-6.2 LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET For constructability, it is suggested to remove the 3' section of 24" pipe and up-size straight to 27" RCP Show WL crossing Show WL crossing (TYP) These angles look too large for deflection without a fitting or manhole. Verify and revise A minimum slope of 0.50% towards the outlet structure is required for all detention facilities. 45 Item 2. ///////////////////////////////// //////////////////////// /// ////////////////////////////////////////// /// /// ////////////////// /// SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES LOT 5 BLOCK A 1.53 AC STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' IN T E R S T A T E H I G H W A Y 3 5 14 7 STA: 0+06.33 OUTFALL 1 - SLOPED HEADWALL FL 36": 677.03 STA: 0+11.59 OUTFALL 1 - 45° BEND FL 36": 677.04 FL 36": 677.04 5 LF OF DOUBLE 36" RCPS @ 0.17% STA: 3+68.61 OUTFALL 1 - 45° BEND FL 36": 677.65 FL 36": 677.65 357 LF OF DOUBLE 36" RCPS @ 0.17%STA: 4+05.48 OUTFALL 1 - OUTLET STRUCTURE REF. SHT. C-6.6 FL 36": 677.71 37 LF OF DOUBLE 36" RCPS @ 0.17% STA: 0+00 STORM LINE C-2 1 - PIPE THROUGH WALL FL 54": 680.00 STA: 0+41.26 STORM LINE C-2 1 - 45° BEND FL 54": 680.21 FL 54": 680.21 41 LF OF 54" RCP @ 0.50% STA: 0+83.80 STORM LINE C-2 1 - PLUG 43 LF OF 54" RCP @ 0.50% STA: 0+00 STORM LINE C-3 1 - PIPE THROUGH WALL FL 21": 679.50 STA: 0+62.31 STORM LINE C-3 1 - 3'X3' DROP INLET TOP: 685.10 FL 21": 681.65 62 LF OF 21" PVC @ 3.45% STA: 0+00 STORM LINE C-4 1 - PIPE THROUGH WALL FL 30": 678.58 STA: 0+33.90 STORM LINE C-4 1 - 30"X24"X60° WYE FL 27": 679.59 FL 30": 679.34 34 LF OF 30" PVC @ 2.25% STA: 0+36.90 STORM LINE C-4 1 - PLUG FL 27": 679.66 3 LF OF 27" PVC @ 2.25% 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-6.2 CHAPMAN ROAD (F.M. 455) MA T C H L I N E S H E E T C- 6 . 2 ST O R M D R A I N A G E P L A N C-6.3 IN T E R S T A T E H I G H W A Y 3 5 LEGEND EXISTING STORM DRAIN PROPOSED STORM DRAIN PROPOSED WYE INLET PROPOSED CURB INLET It is unclear what is to be constructed in Phase 1 vs Phase 2 plats. Clarify. Storm design is not consistent between phase 1 and 2 46 Item 2. EXIST. GROUNDPROP. GROUND STORM LINE A STORM LINE B EXIST. GROUND PROP. GROUND 10 LF OF 36" RCP @ 33.41% 114 LF OF 36" RCP @ 0.30% 258 LF OF 36" RCP @ 0.50% 25 LF OF 24" RCP @ 0.50% 182 LF OF 24" RCP @ 0.50% 78 LF OF 24" RCP @ 2.53% 65 LF OF 36" RCP @ 6.15% 59 LF OF 36" RCP @ 0.50% 335 LF OF 36" RCP @ 0.50% 216 LF OF 36" RCP @ 0.50% 100 LF OF 27" RCP @ 0.50% 133 LF OF 18" R C P @ 1 . 3 1 % 126 LF OF 18" R C P @ 1 . 3 1 % 38 LF OF 18" RCP @ 1.31% ST A : 0 + 0 0 S T O R M L I N E A IN S T A L L : SL O P E D H E A D W A L L FL : 3 6 " = 6 8 0 . 1 5 ST A : 0 + 1 0 . 4 9 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 1 IN S T A L L : 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 3 . 6 6 FL : 1 8 " = 6 8 4 . 4 1 FL : 3 6 " = 6 8 3 . 6 6 ST A : 1 + 2 4 . 6 9 S T O R M L I N E A IN S T A L L : 4' x 4 ' G R A T E I N L E T TO P : 6 8 7 . 8 8 FL 1 8 " : 6 8 5 . 0 0 FL : 3 6 " = 6 8 4 . 0 0 FL : 3 6 " = 6 8 4 . 0 0 ST A : 4 + 0 3 . 6 9 S T O R M L I N E A IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 9 1 . 2 8 FL : 3 6 " = 6 8 5 . 3 9 FL : 3 6 " = 6 8 5 . 3 9 ST A : 7 + 1 8 . 6 9 S T O R M L I N E A IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 9 3 . 0 8 FL : 3 6 " = 6 8 6 . 9 7 FL : 2 7 " = 6 8 7 . 8 9 ST A : 9 + 4 6 . 5 2 S T O R M L I N E A 12 ° D E F L E C T I O N FL : 2 4 " = 6 8 9 . 2 6 FL : 2 4 " = 6 8 9 . 2 8 ST A : 1 0 + 2 4 . 8 3 S T O R M L I N E A IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 9 5 . 2 5 FL : 2 4 " = 6 9 1 . 2 5 ST A : 0 + 1 0 . 1 2 S T O R M L I N E B IN S T A L L : SL O P E D H E A D W A L L FL : 3 6 " = 6 8 0 . 0 0 ST A : 0 + 7 5 . 1 9 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 1 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 4 . 0 0 FL : 1 8 " = 6 8 4 . 7 5 FL : 3 6 " = 6 8 4 . 0 0 ST A : 1 + 3 3 . 9 7 S T O R M L I N E B IN S T A L L : 30 ° B E N D FL : 3 6 " = 6 8 4 . 2 9 FL : 3 6 " = 6 8 4 . 2 9 ST A : 4 + 6 8 . 9 5 S T O R M L I N E B IN S T A L L : 4' x 4 ' G R A T E I N L E T TO P : 6 9 1 . 9 7 FL : 3 6 " = 6 8 5 . 9 7 FL : 3 6 " = 6 8 5 . 9 7 ST A : 6 + 8 5 . 3 8 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 2 IN S T A L L : 4' D I A . S T R M M H TO P : 6 9 4 . 8 5 FL : 2 7 " = 6 8 7 . 9 7 FL : 2 4 " = 6 8 9 . 1 4 FL : 3 6 " = 6 8 7 . 0 5 ST A : 7 + 8 5 . 1 4 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 4 24 " x 1 8 " x 6 0 ° W Y E FL : 1 8 " = 6 8 8 . 8 0 FL : 2 7 " = 6 8 8 . 4 7 FL : 2 4 " = 6 8 8 . 7 2 ST A : 7 + 8 8 . 1 4 S T O R M L I N E B PI P E S I Z E C H A N G E FL : 2 4 " = 6 8 8 . 7 3 FL : 1 8 " = 6 8 9 . 2 3 ST A : 9 + 2 1 . 2 4 S T O R M L I N E B IN S T A L L : 4' D I A . S T O R M M H TO P : 6 9 7 . 7 5 FL : 1 8 " = 6 9 0 . 9 8 FL : 1 8 " = 6 9 0 . 9 8 ST A : 1 0 + 4 6 . 8 1 S T O R M L I N E B IN S T A L L : 45 ° B E N D FL : 1 8 " = 6 9 2 . 6 2 FL : 1 8 " = 6 9 2 . 6 2 ST A : 1 0 + 8 4 . 7 6 S T O R M L I N E B IN S T A L L : 5' C U R B I N L E T TO P : 6 9 7 . 1 2 FL : 1 8 " = 6 9 3 . 1 2 12" SS 8" SS 6" SEWER 8" WTR 8" WTR 12" SS 8" WTR 12" SS 279 LF OF 36" RCP @ 0.50% 57 LF OF 36" RCP @ 0.50% ST A : 4 + 6 0 . 7 1 S T O R M L I N E A 18 " P I P E C O N N E C T I O N FL 1 8 " : 6 8 6 . 9 1 FL : 3 6 " = 6 8 5 . 6 8 FL : 3 6 " = 6 8 5 . 6 8 20 LF OF 27" RCP @ 0.50% ST A : 7 + 3 9 . 1 8 S T O R M L I N E A 18 " P I P E C O N N E C T I O N FL 1 8 " : 6 8 8 . 3 2 ( S ) FL : 2 4 " = 6 8 8 . 2 4 FL : 2 7 " = 6 8 7 . 9 9 ST A : 7 + 6 4 . 4 2 S T O R M L I N E A 4° D E F L E C T I O N FL : 2 4 " = 6 8 8 . 3 7 FL : 2 4 " = 6 8 8 . 3 7 PARTIAL FLOW Q100 = 53.27 CFS QCAP = 385.51 CFS VDESIGN = 7.54 FPS DN = 0.75' VP = 38.22 FPS PARTIAL FLOW Q100 = 50.10 CFS QCAP = 36.53 CFS VDESIGN = 7.09 FPS DN = 3.00' VP = 5.17 FPS PARTIAL FLOW Q100 = 45.63 CFS QCAP = 47.16 CFS VDESIGN = 6.46 FPS DN = 2.37' VP = 7.60 FPS PARTIAL FLOW Q100 = 33.13 CFS QCAP = 47.16 CFS VDESIGN = 4.69 FPS DN = 1.83' VP = 7.19 FPS PARTIAL FLOW Q100 = 18.59 CFS QCAP = 47.16 CFS VDESIGN = 2.63 FPS DN = 1.29' VP = 6.23 FPS PARTIAL FLOW Q100 = 12.50 CFS QCAP = 21.90 CFS VDESIGN = 3.15 FPS DN = 1.22' VP = 5.68 FPS PARTIAL FLOW Q100 = 7.06 CFS QCAP = 35.98 CFS VDESIGN = 2.25 FPS DN = 0.60' VP = 8.69 FPS PARTIAL FLOW Q100 = 53.75 CFS QCAP = 165.40 CFS VDESIGN = 7.60 FPS DN = 1.17' VP = 20.85 FPS PARTIAL FLOW Q100 = 45.96 CFS QCAP = 47.16 CFS VDESIGN = 6.50 FPS DN = 2.37' VP = 7.60 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 12.02 CFS VDESIGN = 4.60 FPS DN = 0.90' VP = 7.30 FPS PARTIAL FLOW Q100 = 38.65 CFS QCAP = 47.16 CFS VDESIGN = 5.47 FPS DN = 2.04' VP = 7.42 FPS HGL PARTIAL FLOW Q100 = 7.06 CFS QCAP = 16.00 CFS VDESIGN = 2.25 FPS DN = 0.92' VP = 4.91 FPS HGL PARTIAL FLOW Q100 = 7.06 CFS QCAP = 16.00 CFS VDESIGN = 2.25 FPS DN = 0.92' VP = 4.91 FPS PARTIAL FLOW Q100 = 45.96 CFS QCAP = 47.16 CFS VDESIGN = 6.50 FPS DN = 2.37' VP = 7.60 FPS PARTIAL FLOW Q100 = 18.03 CFS QCAP = 21.90 CFS VDESIGN = 4.53 FPS DN = 1.55' VP = 6.15 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 16.00 CFS VDESIGN = 2.58 FPS DN = 1.00' VP = 5.09 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 12.02 CFS VDESIGN = 4.60 FPS DN = 0.90' VP = 7.30 FPS PARTIAL FLOW Q100 = 8.12 CFS QCAP = 12.02 CFS VDESIGN = 4.60 FPS DN = 0.90' VP = 7.30 FPS STORM LAT B-2 PROP. GROUNDEXIST. GROUND 98 LF OF 24" RCP @ 1 . 0 0 % 127 LF OF 24" RC P @ 1 . 0 0 % ST A : 6 + 8 5 . 3 8 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 2 IN S T A L L : 4' D I A . S T R M M H TO P : 6 9 4 . 8 5 FL : 2 7 " = 6 8 7 . 9 7 FL : 2 4 " = 6 8 9 . 1 4 FL : 3 6 " = 6 8 7 . 0 5 ST A : 2 + 0 3 . 6 4 S T O R M L A T B - 2 ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 3 18 " x 1 8 " x 6 0 ° W Y E FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 ST A : 3 + 3 1 S T O R M L A T B - 2 IN S T A L L : 5' C U R B I N L E T TO P : 6 9 6 . 4 5 FL : 2 4 " = 6 9 2 . 4 5 8" WTR 106 LF OF 24" RCP @ 1.00% ST A : 0 + 9 7 . 9 9 S T O R M L A T B - 2 12 " P I P E C O N N E C T I O N FL 1 2 " : 6 9 0 . 6 2 FL : 2 4 " = 6 9 0 . 1 2 FL : 2 4 " = 6 9 0 . 1 2 PARTIAL FLOW Q100 = 20.62 CFS QCAP = 22.62 CFS VDESIGN = 6.57 FPS DN = 1.48' VP = 8.15 FPS PARTIAL FLOW Q100 = 12.26 CFS QCAP = 22.62 CFS VDESIGN = 3.90 FPS DN = 1.04' VP = 7.32 FPS PARTIAL FLOW Q100 = 9.09 CFS QCAP = 22.62 CFS VDESIGN = 2.89 FPS DN = 0.88' VP = 6.80 FPS HGL STORM LINE C EXIST. GROUND PROP. GROUND ST A : 0 + 0 0 S T O R M L I N E C IN S T A L L : SL O P E D H E A D W A L L FL : 2 4 " = 6 9 2 . 7 3 ST A : 0 + 7 0 . 8 9 S T O R M L I N E C IN S T A L L : 10 ' C U R B I N L E T TO P : 6 9 7 . 0 8 FL : 2 4 " = 6 9 3 . 0 8 71 LF OF 24" RCP @ 0.50% 8" WTR PARTIAL FLOW Q100 = 4.44 CFS QCAP = 16.00 CFS VDESIGN = 1.41 FPS DN = 0.72' VP = 4.36 FPS HGL STORM LAT A-1 PROP. GROUND EXIST. GROUND 8 LF OF 18" RCP @ 12.30% ST A : 0 + 0 7 . 9 7 S T O R M L A T A - 1 IN S T A L L : 5' C U R B I N L E T TO P : 6 8 9 . 3 9 FL : 1 8 " = 6 8 5 . 3 9 ST A : 0 + 1 0 . 4 9 S T O R M L I N E A ST A : 0 + 0 0 . 0 0 S T O R M L A T A - 1 IN S T A L L : 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 3 . 6 6 FL : 1 8 " = 6 8 4 . 4 1 FL : 3 6 " = 6 8 3 . 6 6 PARTIAL FLOW Q100 = 3.17 CFS QCAP = 36.84 CFS VDESIGN = 1.79 FPS DN = 0.29' VP = 12.44 FPS HGL STORM LAT B-1 PROP. GROUND EXIST. GROUND 12 LF OF 18" RCP @ 7.91% ST A : 0 + 1 1 . 8 8 S T O R M L A T B - 1 IN S T A L L : 3' x 3 ' G R A T E I N L E T TO P : 6 8 9 . 6 9 FL : 1 8 " = 6 8 5 . 6 9 ST A : 0 + 7 5 . 1 9 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 1 36 " x 1 8 " x 6 0 ° W Y E FL : 3 6 " = 6 8 4 . 0 0 FL : 1 8 " = 6 8 4 . 7 5 FL : 3 6 " = 6 8 4 . 0 0 12" SS PARTIAL FLOW Q100 = 7.80 CFS QCAP = 29.54 CFS VDESIGN = 4.41 FPS DN = 0.53' VP = 14.09 FPS HGL STORM LAT B-3 PROP. GROUND EXIST. GROUND ST A : 2 + 0 3 . 6 4 S T O R M L A T B - 2 ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 3 18 " x 1 8 " x 6 0 ° W Y E FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 FL : 2 4 " = 6 9 1 . 1 8 63 LF OF 24" RCP @ 1.51% ST A : 0 + 6 2 . 9 5 S T O R M L A T B - 3 IN S T A L L : 5' C U R B I N L E T TO P : 6 9 6 . 1 3 FL : 2 4 " = 6 9 2 . 1 3 PARTIAL FLOW Q100 =8.36 CFS QCAP = 22.73 CFS VDESIGN = 2.66 FPS DN = 0.82' VP = 6.61 FPS STORM LAT B-4 PROP. GROUND EXIST. GROUND ST A : 7 + 8 5 . 1 4 S T O R M L I N E B ST A : 0 + 0 0 . 0 0 S T O R M L A T B - 4 24 " x 1 8 " x 6 0 ° W Y E FL : 1 8 " = 6 8 8 . 8 0 FL : 2 7 " = 6 8 8 . 4 7 FL : 2 4 " = 6 8 8 . 7 2 ST A : 0 + 3 5 . 7 9 S T O R M L A T B - 4 IN S T A L L : 5' C U R B I N L E T TO P : 6 9 4 . 0 9 FL : 1 8 " = 6 9 0 . 0 9 FL : 1 8 " = 6 9 0 . 0 9 ST A : 0 + 4 8 . 4 4 S T O R M L A T B - 4 IN S T A L L : 3' x 3 ' A R E A I N L E T TO P : 6 9 3 . 9 7 FL : 1 8 " = 6 9 0 . 1 5 36 LF OF 18" RCP @ 3.60% 13 LF OF 18" RCP @ 0.50% PARTIAL FLOW Q100 = 9.91 CFS QCAP = 19.93 CFS VDESIGN = 5.61 FPS DN = 0.74' VP = 11.18 FPS HGL PARTIAL FLOW Q100 = 2.44 CFS QCAP = 7.43 CFS VDESIGN = 1.38 FPS DN = 0.59' VP = 3.74 FPS STORM LINE D PROP. GROUND EXIST. GROUND ST A : 0 + 0 0 S T O R M L I N E D IN S T A L L : SL O P E D H E A D W A L L FL : 1 8 " = 6 9 3 . 5 8 ST A : 0 + 7 0 . 1 3 S T O R M L I N E D IN S T A L L : 10 ' C U R B I N L E T TO P : 6 9 7 . 9 3 FL : 1 8 " = 6 9 3 . 9 3 70 LF OF 18" RCP @ 0.50% 8" WTR PARTIAL FLOW Q100 = 4.34 CFS QCAP = 16.00 CFS VDESIGN = 1.38 FPS DN = 0.70' VP = 4.29 FPS HGL 8" SS 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ST O R M D R A I N A G E P R O F I L E S C-6.4 Show hydraulic data at outfall Show hydraulic data at outfall Show HGL in partial flow. it will equal normal depth (TYP) Remove 24" segment for constructibility vertical scale missing How does the FL tie into the ground line. minimum pipe diameter for 10' curb inlets is 21" per ordinance WL crossing per plan 47 Item 2. OUTFALL STORM LINE C-1 STORM LINE C-2 STORM LINE C-3 STORM LINE C-4 ST A : 0 + 0 6 . 3 3 O U T F A L L 1 - S L O P E D H E A D W A L L FL : 3 6 " = 6 7 7 . 0 3 ST A : 0 + 1 1 . 5 9 O U T F A L L 1 - 4 5 ° B E N D FL : 3 6 " = 6 7 7 . 0 4 FL : 3 6 " = 6 7 7 . 0 4 ST A : 3 + 6 8 . 6 1 O U T F A L L 1 - 4 5 ° B E N D FL : 3 6 " = 6 7 7 . 6 5 FL : 3 6 " = 6 7 7 . 6 5 ST A : 4 + 0 5 . 4 8 O U T F A L L 1 - O U T L E T S T R U C T U R E RE F . S H T . C - 6 . 6 FL : 3 6 " = 6 7 7 . 7 1 5 LF OF DOUBLE 36" RCPS @ 0.17% 357 LF OF DOUBLE 36" RCPS @ 0.17% 37 LF OF DOUBLE 36" RCPS @ 0.17% ST A : 0 + 0 0 S T O R M L I N E C - 1 1 - P I P E T H R O U G H W A L L FL : 4 2 " = 6 7 9 . 6 8 64 LF OF 42" PVC @ 0.50% ST A : 0 + 6 4 . 3 1 S T O R M L I N E C - 1 1 - P L U G FL : 4 2 " = 6 8 0 . 0 0 8" WTR PROP. GROUND PROP. GROUND PROP. GROUND PROP. GROUND PROP. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND ST A : 0 + 0 0 S T O R M L I N E C - 2 1 - P I P E T H R O U G H W A L L FL : 5 4 " = 6 8 0 . 0 0 ST A : 0 + 4 1 . 2 6 S T O R M L I N E C - 2 1 - 4 5 ° B E N D FL : 5 4 " = 6 8 0 . 2 1 FL : 5 4 " = 6 8 0 . 2 1 ST A : 0 + 8 3 . 8 0 S T O R M L I N E C - 2 1 - P L U G 43 LF OF 54" RCP @ 0.50% 41 LF OF 54" RCP @ 0.50% 8" WTR ST A : 0 + 0 0 S T O R M L I N E C - 3 1 - P I P E T H R O U G H W A L L FL : 2 1 " = 6 7 9 . 5 0 62 LF OF 21" PVC @ 3.45% ST A : 0 + 6 2 . 3 1 S T O R M L I N E C - 3 1 - 3 ' x 3 ' D R O P I N L E T TO P : 6 8 5 . 1 0 FL : 2 1 " = 6 8 1 . 6 5 ST A : 0 + 0 0 S T O R M L I N E C - 4 1 - P I P E T H R O U G H W A L L FL : 3 0 " = 6 7 8 . 5 8 34 LF OF 30" PVC @ 2.25% ST A : 0 + 3 3 . 9 0 S T O R M L I N E C - 4 1 - 3 0 " x 2 4 " x 6 0 ° W Y E FL : 2 7 " = 6 7 9 . 5 9 FL : 3 0 " = 6 7 9 . 3 4 ST A : 0 + 3 6 . 9 0 S T O R M L I N E C - 4 1 - P L U G FL : 2 7 " = 6 7 9 . 6 6 FULL FLOW Q100 = 53.11 CFS QCAP = 87.31 CFS VDESIGN = 3.76 FPS SF = 0.06% HV = 0.22 FULL FLOW Q100 = 75.53 CFS QCAP = 71.14 CFS VDESIGN = 7.85 FPS SF = 0.56% HV = 0.96 FULL FLOW Q100 = 92.39 CFS QCAP = 139.05 CFS VDESIGN = 5.81 FPS SF = 0.22% HV = 0.52 FULL FLOW Q100 = 8.48 CFS QCAP = 29.43 CFS VDESIGN = 3.53 FPS SF = 0.28% HV = 0.19 FULL FLOW Q100 = 17.35 CFS QCAP = 61.52 CFS VDESIGN = 3.54 FPS SF = 0.18% HV = 0.19 FULL FLOW Q100 = 7.89 CFS QCAP = 33.93 CFS VDESIGN = 2.51 FPS SF = 0.12% HV = 0.10 HGL FULL FLOW Q100 = 92.39 CFS QCAP = 139.05 CFS VDESIGN = 5.81 FPS SF = 0.22% HV = 0.52 HGL HGL HGL FULL FLOW Q100 = 53.11 CFS QCAP = 87.31 CFS VDESIGN = 3.76 FPS SF = 0.06% HV = 0.22 FULL FLOW Q100 = 53.11 CFS QCAP = 87.31 CFS VDESIGN = 3.76 FPS SF = 0.06% HV = 0.22 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ST O R M D R A I N A G E P R O F I L E S C-6.5 SS crossing per plan Missing HGL line WL crossing per plan Less than 2' of cover. Provide class of RCP to be used or deload calcs for type III RCP Clarify Ph1 vs Ph 2 construction 48 Item 2. DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 ST O R M D R A I N A G E C A L C U L A T I O N S C-6.6 RESTRICTOR PLATE DETAIL POND 1 NOT TO SCALE 684.30 Stations do not match the plan view 1' of freeboard and 2' of sediment storage required 49 Item 2. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN 275 LF OF 8" PVC STA: 5+62.43 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183418.62 E:2370392.71 STA: 5+97.75 WATER LINE A 1 - 8"X8" TEE 2 - 8" GATES VALVES 20 LF 8" WATER 1 - 8" PLUG N: 7183452.42 E:2370382.42 35 LF OF 8" PVC STA: 6+53.42 WATER LINE A 1 - 8"X8" TEE 2 - 8" GATE VALVES 12 LF 8" WATER 1 - 8" PLUG N: 7183505.10 E:2370364.44 56 LF OF 8" PVC STA: 8+60.98 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183693.94 E:2370278.79 208 LF OF 8" PVC STA: 9+52.79 WATER LINE A STA: 0+00.00 WATER LINE B 1 - 8"X8" TEE 1 - 8" GATE VALVE N: 7183772.82 E:2370231.85 92 LF OF 8" PVC STA: 11+59.52 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183937.83 E:2370107.67 190 LF OF 8" PVC STA: 13+02.45 WATER LINE A 1 - 8" PLUG N: 7184040.43 E:2370008.23 143 LF OF 8" PVC STA: 0+77.15 WATER LINE B 1 - 8"X45° BEND N: 7183825.28 E:2370281.55 23 LF OF 8" PVC STA: 1+15.41 WATER LINE B SEE NOTE 1 N: 7183846.41 E:2370313.45 38 LF OF 8" PVC STA: 1+74.92 WATER LINE B STA: 0+00.00 WATER LINE C 1 - 8"X8" TEE 2 - 8" GATE VALVES N: 7183879.27 E:2370363.07 60 LF OF 8" PVC STA: 1+87.83 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 50 LF 6" WATER 1 - 6"X45° BEND 1 - STD. FIRE HYDRANT N: 7183868.86 E:2370370.67 13 LF OF 8" PVC 217 LF OF 8" PVC STA: 4+05.11 WATER LINE B SEE NOTE 1 N: 7183675.53 E:2370469.40 STA: 4+33.09 WATER LINE B SEE NOTE 1 N: 7183649.64 E:2370480.01 28 LF OF 8" PVC STA: 5+23.20 WATER LINE B 1 - 8"X45° BEND 1 - 8"X22.5° BEND N: 7183566.27 E:2370514.21 90 LF OF 8" PVC STA: 5+39.67 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183565.87 E:2370530.67 16 LF OF 8" PVC STA: 5+68.84 WATER LINE B SEE NOTE 1 N: 7183565.15 E:2370559.84 29 LF OF 8" PVC STA: 6+49.72 WATER LINE B 1 - 8"X45° BEND N: 7183563.23 E:2370640.68 81 LF OF 8" PVC STA: 6+78.00 WATER LINE B 1 - 8"X45° BEND N: 7183582.75 E:2370661.16 28 LF OF 8" PVC STA: 8+93.86 WATER LINE B 1 - 8"X8" TEE 1 - 8"X6" REDUCER 1 - 6" GATE VALVE 1 - 6"X90° BEND 1 - STD. FIRE HYDRANT N: 7183798.54 E:2370666.34 26 LF OF 8" PVC STA: 10+66.07 WATER LINE B SEE NOTE 1 N: 7183794.41 E:2370838.51 172 LF OF 8" PVC STA: 11+28.96 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183792.89 E:2370901.38 63 LF OF 8" PVC STA: 13+28.10 WATER LINE B SEE NOTE 1 N: 7183788.12 E:2371100.46 199 LF OF 8" PVC STA: 13+63.13 WATER LINE B 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183787.27 E:2371135.48 35 LF OF 8" PVC STA: 14+81.39 WATER LINE B STA: 16+23.91 WATER LINE C 1 - 8"X8" TEE 2 - 8" GATE VALVES N: 7183784.44 E:2371253.71 118 LF OF 8" PVC 30 LF OF 8" PVC STA: 0+41.38 WATER LINE C SEE NOTE 1 N: 7183912.04 E:2370337.82 41 LF OF 8" PVC STA: 1+33.48 WATER LINE C SEE NOTE 1 N: 7183984.78 E:2370281.34 9 2 L F O F 8 " P V C STA: 2+14.21 WATER LINE C 1 - 8"X6" TEE 1-8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184045.23 E:2370227.82 8 1 L F O F 8 " P V C STA: 2+28.64 WATER LINE C 1 - 8"X45° BEND N: 7184056.03 E:2370218.26 14 LF OF 8" PVC STA: 2+31.60 WATER LINE C SEE NOTE 1 N: 7184058.99 E:2370218.44 3 LF OF 8" PVC STA: 2+56.92 WATER LINE C 1 - 8"X45° BEND N: 7184084.26 E:2370219.98 25 LF OF 8" PVC STA: 2+68.34 WATER LINE C 1 - 8"X22.5° BEND N: 7184091.83 E:2370228.53 11 LF OF 8" PVC STA: 4+08.16 WATER LINE C 1 - 8"X11.25° BEND N: 7184125.00 E:2370364.35 140 LF O F 8 " P V C @ 0 . 0 0 % STA: 5+58.54 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184130.46 E:2370514.64 150 LF OF 8" PVC STA: 5+65.39 WATER LINE C SEE NOTE 1 N: 7184130.71 E:2370521.48 7 LF OF 8" PVC STA: 6+30.18 WATER LINE C SEE NOTE 1 N: 7184130.43 E:2370586.25 65 LF OF 8" PVC STA: 7+92.27 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184126.54 E:2370748.29 162 LF OF 8" PVC STA: 9+31.31 WATER LINE C SEE NOTE 1 N: 7184123.20 E:2370887.29 139 LF OF 8" PVC STA: 10+26.43 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7184120.91 E:2370982.38 95 LF OF 8" PVC STA: 12+85.76 WATER LINE C 1 - 8"X45° BEND N: 7184114.69 E:2371241.64 259 LF OF 8" PVC STA: 13+14.04 WATER LINE C 1 - 8"X45° BEND N: 7184094.21 E:2371261.15 28 LF OF 8" PVC STA: 13+63.41 WATER LINE C SEE NOTE 1 N: 7184044.86 E:2371259.97 49 LF OF 8" PVC STA: 14+12.35 WATER LINE C 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183995.94 E:2371258.79 49 LF OF 8" PVC 13 8 L F O F 8 " P V C 50 LF OF 8" PVC 24 LF OF 8" PVC 1 - 8"X2" TEE 25 LF 2" IRRIG. LINE 1 - IRRIG. METER N: 7183809.53 E:2370206.94 44 LF OF 8" PVC STA: 0+42.01 WATER LINE B 1 - 8" GATE VALVE 1 - 8" COMBO. FIRE LINE/ DOM. WATER METER VAULT 1 - 8"X45° BEND N: 7183796.01 E:2370266.88 42 LF OF 8" PVC 12 LF OF 8" PVC STA: 15+11.68 WATER LINE B 1 - 8"X11.25° BEND N: 7183783.71 E:2371283.99 STA: 8+30.97 WATER LINE B 1 - 8"X8" TEE N: 7183735.67 E:2370664.83 STA: 7+03.83 WATER LINE B 1 - 8"X1" TEE 75 LF 1" WATER N: 7183608.56 E:2370661.78 127 LF OF 8" PVC 63 LF OF 8" PVC 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.2 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT MA T C H L I N E S H E E T C- 7 . 2 WA T E R P L A N C-7.1 NOTE 1: 1 - 8"x6" TEE 6" COMBINATION SERVICE LINE W/ FIRE BACKFLOW PREVENTION DEVICE INTERNAL TO BLDG. REFERENCE MEP PLANS Provide Curve data, PCs and PTs (TYP) Label deflection. verify fitting type label fitting 50 Item 2. SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . (F.M. 455) LOT 5 BLOCK A 1.53 AC NAIL FND. MAG 1/2" CIRF ISBELL ENGR5/8" IRF LEANING100476WDN. FENCE !EL=700.040 100477WDN. FENCEEL=701.646 5/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF5/8" CIRF DNF5/8" IRF1/2" CIRF REDDNF SA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . NAIL FND. MAG 1/2" CIRF ISBELL ENGR5/8" IRF LEANINGEL=700.040 100477WDN. FENCEEL=701.6465/8" CIRF5/8" IRFSA N G E R W E S T B L V D . CA L L E D 7 5 ' R . O . W . CA B . E , P G . 2 8 0 ~ P . R . D . C . T . NAIL FND. MAG 100476WDN. FENCE ! 5/8" CIRF ORANGE1/2" CIRF ALLIANCEDNF DNF1/2" CIRF REDDNF STA: 0+00.00 WATER LINE A CONNECT TO EXIST WATER CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION N: 7182861.28 E:2370448.92 STA: 0+20.65 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7182881.92 E:2370448.52 21 LF OF 8" PVC STA: 2+54.48 WATER LINE A 1 - 8"X6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - STD. FIRE HYDRANT N: 7183115.71 E:2370444.10 234 LF OF 8" PVC STA: 2+87.08 WATER LINE A 1 - 8"X8" TEE 2 - 8" GATE VALVES 20 LF 8" WATER 1 - 8" PLUG N: 7183148.26 E:2370442.29 33 LF OF 8" PVC STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' IN T E R S T A T E H I G H W A Y 3 5 LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 12 BLOCK A 0.89 AC DETENTION POND 1 S143 S144 S145 S143 S146 S143 S144 S145 S143 S146 STA: 17+04.92 WATER LINE B 1 - 8"X45° BEND N: 7183735.75 E:2371471.18 STA: 21+10.68 WATER LINE B CONNECT TO EXIST WATER CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION N: 7183667.72 E:2371859.58 43 LF OF 8" PVC 268 L F O F 8 " P V C 95 LF O F 8 " P V C 11 LF OF 8" PVC 63 LF OF 8" PVC STA: 17+48.04 WATER LINE B 1 - 8"X45° BEND N: 7183757.72 E:2371508.28 STA: 16+93.90 WATER LINE B 1 - 8" GATE VALVE 1 - 8" COMBO. FIRE LINE/ DOM. METER VAULT N: 7183738.48 E:2371460.51 119 LF OF 8" PVC 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.1 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT CHAPMAN ROAD (F.M. 455) MA T C H L I N E S H E E T C- 7 . 1 WA T E R P L A N C-7.2 IN T E R S T A T E H I G H W A Y 3 5 Show storm lines so crossings can be seen (TYP) Provide the size of the existing water lines (TYP) 51 Item 2. EXIST. GROUND PROP. GROUND 12" SS WATER LINE A EXIST. GROUND PROP. GROUND 12" SS 18" SD 18" SD ST A : 0 + 0 0 W A T E R L I N E A CO N N E C T T O E X I S T W A T E R CO N T R A C T O R S H A L L V E R I F Y LO C A T I O N P R I O R T O C O N S T R U C T I O N FL : 8 " = 7 0 2 . 0 0 ST A : 0 + 2 0 . 6 5 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 7 0 1 . 4 3 FL : 8 " = 7 0 1 . 4 3 ST A : 2 + 5 4 . 4 8 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 5 . 0 0 FL : 8 " = 6 9 5 . 0 0 ST A : 2 + 8 7 . 0 8 W A T E R L I N E A 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S 20 L F 8 " W A T E R 1 - 8 " P L U G FL : 8 " = 6 9 4 . 1 0 FL : 8 " = 6 9 4 . 1 0 ST A : 5 + 6 2 . 4 3 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 3 . 8 1 FL : 8 " = 6 9 3 . 8 1 ST A : 6 + 5 3 . 4 2 W A T E R L I N E A 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S 12 L F 8 " W A T E R 1 - 8 " P L U G FL : 8 " = 6 9 5 . 0 0 FL : 8 " = 6 9 5 . 0 0 ST A : 5 + 9 7 . 7 5 W A T E R L I N E A 1 - 8 " x 8 " T E E 2 - 8 " G A T E S V A L V E S 20 L F 8 " W A T E R 1 - 8 " P L U G FL : 8 " = 6 9 4 . 2 7 FL : 8 " = 6 9 4 . 2 7 ST A : 8 + 6 0 . 9 8 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 3 . 0 0 FL : 8 " = 6 9 3 . 0 0 ST A : 9 + 5 2 . 7 9 W A T E R L I N E A ST A : 0 + 0 0 . 0 0 W A T E R L I N E B 1 - 8 " x 8 " T E E 1 - 8 " G A T E V A L V E FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 1 + 5 9 . 5 2 W A T E R L I N E A 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 2 . 7 2 FL : 8 " = 6 9 2 . 7 2 ST A : 1 3 + 0 2 . 4 5 W A T E R L I N E A 1 - 8 " P L U G ST A : 1 0 + 5 0 . 0 0 W A T E R L I N E A PV I FL : 8 " = 6 9 1 . 0 0 21 LF OF 8" PVC @ -2.75% 234 LF OF 8" PVC @ -2.75% 33 LF OF 8" PVC @ -2.75% 100 LF OF 8" PVC @ 0.00% 35 LF OF 8" PVC @ 1.30%56 LF OF 8" PVC @ 1.30% 208 LF OF 8" PVC @ -0.96% 92 LF OF 8" PVC @ -2.18% 44 LF OF 8" PVC @ 0.00%109 LF OF 8 " P V C @ 1 . 5 7 % 143 LF OF 8 " P V C @ 1 . 5 7 % 113 LF OF 8" PVC @ -0.97% 62 LF OF 8" PVC @ 1.30% ST A : 9 + 9 7 . 1 7 W A T E R L I N E A 1 - 8 " x 2 " T E E 25 L F 2 " I R R I G . L I N E 1 - I R R I G . M E T E R FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 WATER LINE B EXIST. GROUND PROP. GROUND 12" SS 18" SD 24" SD ST A : 9 + 5 2 . 7 9 W A T E R L I N E A ST A : 0 + 0 0 . 0 0 W A T E R L I N E B 1 - 8 " x 8 " T E E 1 - 8 " G A T E V A L V E FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 0 + 7 7 . 1 5 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 1 5 . 4 1 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 7 4 . 9 2 W A T E R L I N E B ST A : 0 + 0 0 . 0 0 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 8 7 . 8 3 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 50 L F 6 " W A T E R 1 - 6 " x 4 5 ° B E N D 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 4 + 0 5 . 1 1 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 4 + 3 3 . 0 9 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 5 + 2 3 . 2 0 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D 1 - 8 " x 2 2 . 5 ° B E N D FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 5 + 3 9 . 6 7 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 5 + 6 8 . 8 4 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 23 LF OF 8" PVC @ 0.00% 38 LF OF 8" PVC @ 0.00% 60 LF OF 8" PVC @ 0.00% 217 LF OF 8" PVC @ 0.00% ST A : 6 + 4 9 . 7 2 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 2 . 0 0 FL : 8 " = 6 9 2 . 0 0 ST A : 6 + 7 8 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 8 + 9 3 . 8 6 W A T E R L I N E B 1 - 8 " x 8 " T E E 1 - 8 " x 6 " R E D U C E R 1 - 6 " G A T E V A L V E 1 - 6 " x 9 0 ° B E N D 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 0 + 6 6 . 0 7 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 1 + 2 8 . 9 6 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 13 LF OF 8" PVC @ 0.00% 28 LF OF 8" PVC @ 0.00% 90 LF OF 8" PVC @ 0.00% 16 LF OF 8" PVC @ -6.07%29 LF OF 8" PVC @ 0.00% 81 LF OF 8" PVC @ 2.47% 28 LF OF 8" PVC @ -7.07% 26 LF OF 8" PVC @ -1.39% 172 LF OF 8" PVC @ 0.00%63 LF OF 8" PVC @ 0.00%199 LF OF 8" PVC @ 0.00% ST A : 0 + 4 2 . 0 1 W A T E R L I N E B 1 - 8 " G A T E V A L V E 1 - 8 " C O M B O . F I R E L I N E / DO M . W A T E R M E T E R V A U L T 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 1 . 0 0 42 LF OF 8" PVC @ 0.00% 12 LF OF 8" PVC @ 0.00% 127 LF OF 8" PVC @ -1.39% 63 LF OF 8" PVC @ -1.39% ST A : 8 + 3 0 . 9 7 W A T E R L I N E B 1 - 8 " x 8 " T E E FL : 8 " = 6 8 7 . 8 7 FL : 8 " = 6 8 7 . 8 7 ST A : 7 + 0 3 . 8 3 W A T E R L I N E B 1 - 8 " x 1 " T E E 75 L F 1 " W A T E R FL : 8 " = 6 8 9 . 6 4 FL : 8 " = 6 8 9 . 6 4 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S H E E T C- 7 . 4 WA T E R P R O F I L E S C-7.3 NOTE 1: 1 - 8"x6" TEE 6" COMBINATION SERVICE LINE W/ FIRE BACKFLOW PREVENTION DEVICE INTERNAL TO BLDG. REFERENCE MEP PLANS Provide size of existing Sewer crossing Call out deflections Show on plan SS crossing Show on plan SS crossing Show all sewer and storm crossing on the profiles (TYP) Vertical scale missing 52 Item 2. WATER LINE C EXIST. GROUNDPROP. GROUND 12" SS 12" SS 10" SD 12" SD 12" SD ST A : 1 + 7 4 . 9 2 W A T E R L I N E B ST A : 0 + 0 0 . 0 0 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 0 + 4 1 . 3 8 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 9 1 . 0 0 FL : 8 " = 6 9 1 . 0 0 ST A : 1 + 3 3 . 4 8 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 9 2 . 0 0 FL : 8 " = 6 9 2 . 0 0 ST A : 2 + 1 4 . 2 1 W A T E R L I N E C 1 - 8 " x 6 " T E E 1- 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 0 . 8 0 FL : 8 " = 6 9 0 . 8 0 ST A : 2 + 2 8 . 6 4 W A T E R L I N E C 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 9 0 . 5 9 FL : 8 " = 6 9 0 . 5 9 ST A : 2 + 5 6 . 9 2 W A T E R L I N E C 1 - 8 " X 4 5 ° B E N D FL : 8 " = 6 9 0 . 1 7 FL : 8 " = 6 9 0 . 1 7 ST A : 2 + 6 8 . 3 4 W A T E R L I N E C 1 - 8 " X 2 2 . 5 ° B E N D FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 4 + 0 8 . 1 6 W A T E R L I N E C 1 - 8 " X 1 1 . 2 5 ° B E N D FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 5 + 5 8 . 5 4 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 9 0 . 0 0 FL : 8 " = 6 9 0 . 0 0 ST A : 5 + 6 5 . 3 9 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 8 . 0 0 FL : 8 " = 6 8 8 . 0 0 ST A : 6 + 3 0 . 1 8 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 6 . 0 0 FL : 8 " = 6 8 6 . 0 0 ST A : 7 + 9 2 . 2 7 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 9 + 3 1 . 3 1 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 ST A : 1 0 + 2 6 . 4 3 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 41 LF OF 8" PVC @ 0.00% 92 LF OF 8" PVC @ 1.09%81 LF OF 8" PVC @ -1.48% 14 LF OF 8" PVC @ -1.48% 25 LF OF 8" PVC @ -1.48% 11 LF OF 8" PVC @ -1.48% 140 LF OF 8" PVC @ 0.00%150 LF OF 8" PVC @ 0.00%7 LF OF 8" PVC @ -29.19% 65 LF OF 8" PVC @ -3.09% 162 LF OF 8" PVC @ 0.62% 139 LF OF 8" PVC @ -1.44% 95 LF OF 8 " P V C @ 2 . 1 0 % 259 LF OF 8" PVC @ -2.31% EXIST. GROUND PROP. GROUND 12" SS 12" SS 36" SD 42" SD 54" SD ST A : 1 3 + 2 8 . 1 0 W A T E R L I N E B SE E N O T E 1 FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 3 + 6 3 . 1 3 W A T E R L I N E B 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 7 . 0 0 FL : 8 " = 6 8 7 . 0 0 ST A : 1 4 + 8 1 . 3 9 W A T E R L I N E B ST A : 1 6 + 2 3 . 9 1 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 ST A : 1 7 + 0 4 . 9 2 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 8 4 . 0 0 ST A : 1 6 + 9 3 . 9 0 W A T E R L I N E B 1 - 8 " G A T E V A L V E 1 - 8 " C O M B O . F I R E L I N E / DO M . M E T E R V A U L T FL : 8 " = 6 8 4 . 0 0 FL : 8 " = 6 8 4 . 0 0 ST A : 1 5 + 1 1 . 6 8 W A T E R L I N E B 1 - 8 " x 1 1 . 2 5 ° B E N D FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 ST A : 1 7 + 4 8 . 0 4 W A T E R L I N E B 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 7 7 . 0 0 ST A : 2 0 + 1 6 . 1 5 W A T E R L I N E B PV I FL : 8 " = 6 7 7 . 0 0 FL : 8 " = 6 7 7 . 0 0 ST A : 2 1 + 1 0 . 6 8 W A T E R L I N E B CO N N E C T T O E X I S T W A T E R CO N T R A C T O R S H A L L V E R I F Y LO C A T I O N P R I O R T O C O N S T R U C T I O N FL : 8 " = 6 7 4 . 0 0 35 LF OF 8" PVC @ 0.00% 118 LF OF 8" PVC @ -6.76% 30 LF OF 8" PVC @ 0.00% 63 LF OF 8" PVC @ 9.48%11 LF OF 8" PVC @ 0.00% 43 LF OF 8" PVC @ -16.23% 268 LF OF 8" PVC @ 0.00% 95 LF OF 8" PVC @ -3.17% 119 LF OF 8" PVC @ -0.84% ST A : 1 5 + 7 5 W A T E R L I N E B PV I FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 EXIST. GROUND PROP. GROUND 36" SD ST A : 1 2 + 8 5 . 7 6 W A T E R L I N E C 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 8 1 . 0 0 FL : 8 " = 6 8 1 . 0 0 ST A : 1 3 + 1 4 . 0 4 W A T E R L I N E C 1 - 8 " x 4 5 ° B E N D FL : 8 " = 6 8 4 . 0 0 FL : 8 " = 6 8 4 . 0 0 ST A : 1 3 + 6 3 . 4 1 W A T E R L I N E C SE E N O T E 1 FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 ST A : 1 4 + 1 2 . 3 5 W A T E R L I N E C 1 - 8 " x 6 " T E E 1 - 8 " G A T E V A L V E 1 - 6 " G A T E V A L V E 1 - S T D . F I R E H Y D R A N T FL : 8 " = 6 8 6 . 0 0 FL : 8 " = 6 8 6 . 0 0 ST A : 1 4 + 8 1 . 3 9 W A T E R L I N E B ST A : 1 6 + 2 3 . 9 1 W A T E R L I N E C 1 - 8 " x 8 " T E E 2 - 8 " G A T E V A L V E S FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 ST A : 1 5 + 5 0 W A T E R L I N E C PV I FL : 8 " = 6 8 5 . 0 0 FL : 8 " = 6 8 5 . 0 0 ST A : 1 6 + 0 0 W A T E R L I N E C PV I FL : 8 " = 6 7 9 . 0 0 FL : 8 " = 6 7 9 . 0 0 28 LF OF 8" PVC @ 10.61% 49 LF OF 8" PVC @ 2.03% 49 LF OF 8" PVC @ 2.04% 138 LF OF 8" PVC @ -0.73% 50 LF OF 8" PVC @ -12.00% 24 LF OF 8" PVC @ 0.00% WATER LINE B WATER LINE C 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E S T A . 1 2 + 5 0 WA T E R P R O F I L E S C-7.4 MA T C H L I N E S H E E T C- 7 . 3 MA T C H L I N E S T A . 1 2 + 5 0 NOTE 1: 1 - 8"x6" TEE 6" COMBINATION SERVICE LINE W/ FIRE BACKFLOW PREVENTION DEVICE INTERNAL TO BLDG. REFERENCE MEP PLANS Vertical scale missing 53 Item 2. X 1/2" IRF 1" IRON PIPE FOUND •• • NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN FF 692.90 FF 6 9 2 . 9 0 FF 693.90 FF 695.90 FF 694.85FF 696.90 F F 6 9 7 . 9 0 F F 6 9 7 . 7 3 F F 6 9 9 . 2 8 F F 6 9 8 . 1 6 F F 6 9 8 . 3 1 F F 6 9 8 . 0 5 F F 6 9 8 . 8 1 F F 6 9 9 . 2 2 STA: 19+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 679.49 FL 12": 679.39 STA: 21+76.64 SANITARY SEWER LINE A STA: 0+00 SANITARY SEWER LINE B INSTALL: 4' DIA. SSMH FL 12": 680.07 FL 12": 679.97 23 8 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 24+18.35 SANITARY SEWER LINE A STA: 0+00 SANIITARY SEWER LINE A-1 INSTALL: 4' DIA. SSMH FL 12": 680.65 FL 12": 680.55 FL 8": 683.00 242 LF OF 12" PVC @ 0.20% STA: 25+97.92 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.11 FL 12": 681.01 180 LF OF 12" PVC @ 0.20% STA: 27+54.58 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.52 FL 12": 681.42 157 LF O F 1 2 " P V C @ 0 . 2 0 % STA: 28+00 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 681.71 FL 12": 681.61 45 LF OF 12" PVC @ 0.20% STA: 29+03.86 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.02 FL 12": 681.92 104 LF OF 12" PVC @ 0.20% STA: 30+21.01 SANITARY SEWER LINE A STA: 0+00 SANITARY SEWER LINE A-2 INSTALL: 4' DIA. SSMH FL 12": 682.35 FL 12": 682.35 FL 12": 682.25 1 1 7 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 31+12.55 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.63 FL 12": 682.53 9 2 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 32+14.28 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 682.93 FL 12": 682.83 1 0 2 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 33+25.69 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.25 FL 12": 683.15 1 1 1 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 33+81.29 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.46 FL 12": 683.36 56 LF OF 12" PVC @ 0.20% STA: 34+76.82 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 683.75 FL 12": 683.65 96 LF O F 1 2 " P V C @ 0 . 2 0 % STA: 35+41.83 SANITARY SEWER LINE A INSTALL: 12" PLUG FL 12": 683.98 55 LF OF 12" PVC @ 0.20% STA: 0+73.29 SANITARY SEWER LINE A-1 INSTALL: 6"X8" WYE CONNECTION FL 8": 687.00 FL 6": 687.08 73 LF OF 8" PVC @ 5.46% STA: 1+51.80 SANITARY SEWER LINE A-1 INSTALL: CLEANOUT FL 6": 689.00 79 LF OF 6" PVC @ 2.45% STA: 1+86.28 SANITARY SEWER LINE A-2 INSTALL: 12" PLUG FL 12": 682.72 186 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 0+79.83 SANITARY SEWER LINE B STA: 0+00.00 SANITARY SEWER LINE B-1 INSTALL: 4' DIA. SSMH FL 12": 680.33 FL 12": 680.23 FL 8": 683.14 80 LF OF 12" PVC @ 0.20%220 LF OF 12" PVC @ 0.20%190 LF OF 12" PVC @ 0.20% STA: 35+31.60 SANITARY SEWER LINE A STA: 0+00.00 SANITARY SEWER LINE D INSTALL: 1 - 4' DIA. SSMH FL 12": 683.96 FL 12": 683.86 FL 8": 685.00 10 LF OF 12" PVC @ 0.20% STA: 4+89.94 SANITARY SEWER LINE B STA: 0+00.00 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 681.35 FL 12": 681.25 FL 12": 681.35 38 7 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 8+76.86 SANITARY SEWER LINE B INSTALL: 1 - 4' DIA. SS MANHOLE FL 12": 682.12 39 LF OF 12" PVC @ 0.20% STA: 1+68.60 SANITARY SEWER LINE B-1 STA: 0+00.00 SANITARY SEWER LINE B-2 INSTALL: 1 - 4' DIA. SS MANHOLE FL 8": 684.83 FL 6": 684.93 FL 8": 684.83 16 9 L F O F 8 " P V C @ 1 . 0 0 % STA: 2+75.23 SANITARY SEWER LINE B-1 INSTALL: 1 - 4' DIA. SS MANHOLE FL 6": 686.00 107 LF OF 6" PVC @ 1.00% STA: 3+00 SANITARY SEWER LINE B INSTALL: 1 - 4' DIA. SS MANHOLE FL 12": 680.87 FL 12": 680.77 STA: 1+21.02 SANITARY SEWER LINE B-2 INSTALL: 1 - 4' DIA. SS MANHOLE FL: 6" (N/S) = 686.14 FL 8": 686.04 FL 6": 686.14 121 LF OF 8" PVC @ 1.00% STA: 2+77.56 SANITARY SEWER LINE B-2 INSTALL: 1 - CLEANOUT FL 6": 687.71 157 LF OF 6" PVC @ 1.00% DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.7 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SA N I T A R Y S E W E R P L A N C-7.5 MA T C H L I N E S H E E T C- 7 . 6 MATCHLINE SHEET C-7.6 54 Item 2. STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. CIRS 5/8" CIRF "TXDOT" UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. 5/8" CIRF "TXDOT"CIRS 5/8" CIRF "TXDOT" CIRS 1/2" IRF WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. CIRS STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. CIRS CIRS (N 88°49'21"W) 63.47' IN T E R S T A T E H I G H W A Y 3 5 STA: 0+39.49 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 681.43 FL 12": 681.53 STA: 3+13.97 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 682.08 FL 12": 682.18 274 LF OF 12" PVC @ 0.20% STA: 4+16.30 SANITARY SEWER LINE C INSTALL: 1 - 4' DIA. SSMH FL 12": 682.38 102 LF OF 12" PVC @ 0.20% /// ////////////////////////////////////////// //////////////////////// /// ////////////////////////////////////////// /// /// ///////////////////////////////// /// CIRS1/2" IRF CIRS CIRS FL 8": 685.00 STA: 2+00 SANITARY SEWER LINE D INSTALL: 1 - 4' DIA. SSMH FL 8": 686.00 FL 8": 686.10 200 LF OF 8" PVC @ 0.50% STA: 3+82.42 SANITARY SEWER LINE D INSTALL: 1 - 4' DIA. SSMH FL 6" (SE): 687.30 FL 8": 687.01 FL 8": 687.11 182 LF OF 8" PVC @ 0.50% STA: 4+02.98 SANITARY SEWER LINE D INSTALL 1 - 8" PLUG FL 8": 687.21 21 LF OF 8" PVC @ 0.50% 70 LF 6" PVC @ 1.00% STA: 0+70.00 INSTALL: 1 - 6" PLUG FL 6": 688.00 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 SA N I T A R Y S E W E R P L A N C-7.6 MA T C H L I N E S H E E T C- 7 . 5 IN T E R S T A T E H I G H W A Y 3 5 MATCHLINE SHEET C-7.5 CHAPMAN ROAD (FM 455) 55 Item 2. CALLED 30.96 ACRES HOLT TEXAS LTD. DOC. NO. 2013-71958 O.R.D.C.T. STA: 15+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 678.59 FL 12": 678.49 40 0 L F O F 1 2 " P V C @ 0 . 2 0 % 40 0 L F O F 1 2 " P V C @ 0 . 2 0 % X CALLED 10.42 ACRES M & G SANGER REAL ESTATE, LLC DOC. NO. 2019-27076 O.R.D.C.T. SSMH-RIM=685.8' FL-18"PVC=676.2' (E) FL-18"PVC=676.2' (S) SSMH-RIM=684.2' FL-18"PVC=674.9' (N) FL-CHANNEL=675.4' STA: 0+00 SANITARY SEWER LINE A CONNECT TO EXISTING SANITARY SEWER MH FL EX 18": 674.9 FL 12": 675.00 STA: 3+42.89 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 675.79 FL 12": 675.69 343 LF OF 12" PVC @ 0.20% STA: 6+85.76 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 676.58 FL 12": 676.48 343 LF OF 12" PVC @ 0.20% STA: 8+48.97 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 677.01 FL 12": 676.91 16 3 L F O F 1 2 " P V C @ 0 . 2 0 % STA: 11+38.23 SANITARY SEWER LINE A INSTALL: 4' DIA. SSMH FL 12": 677.69 FL 12": 677.59 28 9 L F O F 1 2 " P V C @ 0 . 2 0 % 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185MATCHLINE SHEET C-7.5 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT OF F S I T E S A N I T A R Y S E W E R P L A N C-7.7 56 Item 2. SANITARY SEWER LINE A-1 SANITARY SEWER LINE A-2 343 LF OF 12" PVC @ 0.20% 343 LF OF 12" PVC @ 0.20% 163 LF OF 12" PVC @ 0.20% 289 LF OF 12" PVC @ 0.20% 400 LF OF 12" PVC @ 0.20% EXIST. GROUND ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A CO N N E C T T O E X I S T I N G SA N I T A R Y S E W E R M H FL E X 1 8 " : 6 7 4 . 9 FL : 1 2 " = 6 7 5 . 0 0 ST A : 3 + 4 2 . 8 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 5 . 7 9 FL : 1 2 " = 6 7 5 . 6 9 ST A : 6 + 8 5 . 7 6 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 6 . 5 8 FL : 1 2 " = 6 7 6 . 4 8 ST A : 8 + 4 8 . 9 7 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 7 . 0 1 FL : 1 2 " = 6 7 6 . 9 1 ST A : 1 1 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 7 . 6 9 FL : 1 2 " = 6 7 7 . 5 9 EXIST. 18" SWR EXIST. MANHOLE 400 LF OF 12" PVC @ 0.20% 238 LF OF 12" PVC @ 0.20% 242 LF OF 12" PVC @ 0.20%180 LF OF 12" PVC @ 0.20%157 LF OF 12" PVC @ 0.20% 45 LF OF 12" PVC @ 0.20% 104 LF OF 12" PVC @ 0.20% EXIST. GROUND PROP. GROUND ST A : 1 5 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 8 . 5 9 FL : 1 2 " = 6 7 8 . 4 9 ST A : 1 9 + 3 8 . 2 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 7 9 . 4 9 FL : 1 2 " = 6 7 9 . 3 9 ST A : 2 1 + 7 6 . 6 4 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 0 7 FL : 1 2 " = 6 7 9 . 9 7 ST A : 2 4 + 1 8 . 3 5 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I I T A R Y S E W E R L I N E A - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 6 5 FL : 1 2 " = 6 8 0 . 5 5 FL : 8 " = 6 8 3 . 0 0 ST A : 2 5 + 9 7 . 9 2 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 1 1 FL : 1 2 " = 6 8 1 . 0 1 ST A : 2 7 + 5 4 . 5 8 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 5 2 FL : 1 2 " = 6 8 1 . 4 2 ST A : 2 8 + 0 0 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 1 . 7 1 FL : 1 2 " = 6 8 1 . 6 1 ST A : 2 9 + 0 3 . 8 6 S A N I T A R Y S E W E R L I N E A 117 LF OF 12" PVC @ 0.20% 92 LF OF 12" PVC @ 0.20% 102 LF OF 12" PVC @ 0.20%111 LF OF 12" PVC @ 0.20% 56 LF OF 12" PVC @ 0.20% 96 LF OF 12" PVC @ 0.20% 55 LF OF 12" PVC @ 0.20% EXIST. GROUND PROP. GROUND 8" WTR ST A : 2 9 + 0 3 . 8 6 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 0 2 FL : 1 2 " = 6 8 1 . 9 2 ST A : 3 0 + 2 1 . 0 1 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A - 2 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 2 5 ST A : 3 1 + 1 2 . 5 5 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 6 3 FL : 1 2 " = 6 8 2 . 5 3 ST A : 3 2 + 1 4 . 2 8 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 9 3 FL : 1 2 " = 6 8 2 . 8 3 ST A : 3 3 + 2 5 . 6 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 3 . 2 5 FL : 1 2 " = 6 8 3 . 1 5 ST A : 3 3 + 8 1 . 2 9 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 3 . 4 6 FL : 1 2 " = 6 8 3 . 3 6 ST A : 3 4 + 7 6 . 8 2 S A N I T A R Y S E W E R L I N E A IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 3 . 7 5 FL : 1 2 " = 6 8 3 . 6 5 ST A : 3 5 + 4 1 . 8 3 S A N I T A R Y S E W E R L I N E A IN S T A L L : 12 " P L U G FL : 1 2 " = 6 8 3 . 9 8 ST A : 3 5 + 3 1 . 6 0 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 3 . 9 6 FL : 1 2 " = 6 8 3 . 8 6 FL : 8 " = 6 8 5 . 0 0 10 LF OF 12" PVC @ 0.20% 8" WTR SANITARY SEWER LINE A SANITARY SEWER LINE A SANITARY SEWER LINE A SANITARY SEWER LINE A-1 SANITARY SEWER LINE A-2 73 LF OF 8" PVC @ 5.46% 79 LF OF 6" PVC @ 2.45% 186 LF OF 12" PVC @ 0.20% EXIST. GROUND EXIST. GROUND PROP. GROUND PROP. GROUND 8" WTR 8" WTR ST A : 2 4 + 1 8 . 3 5 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I I T A R Y S E W E R L I N E A - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 6 5 FL : 1 2 " = 6 8 0 . 5 5 FL : 8 " = 6 8 3 . 0 0 ST A : 0 + 7 3 . 2 9 S A N I T A R Y S E W E R L I N E A - 1 IN S T A L L : 6" X 8 " W Y E C O N N E C T I O N FL : 8 " = 6 8 7 . 0 0 FL : 6 " = 6 8 7 . 0 8 ST A : 1 + 5 1 . 8 0 S A N I T A R Y S E W E R L I N E A - 1 IN S T A L L : CL E A N O U T FL : 6 " = 6 8 9 . 0 0 ST A : 3 0 + 2 1 . 0 1 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E A - 2 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 3 5 FL : 1 2 " = 6 8 2 . 2 5 ST A : 1 + 8 6 . 2 8 S A N I T A R Y S E W E R L I N E A - 2 IN S T A L L : 12 " P L U G FL : 1 2 " = 6 8 2 . 7 2 18" SD 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MA T C H L I N E T H I S S H E E T SA N I T A R Y S E W E R P R O F I L E S C-7.8 MA T C H L I N E T H I S S H E E T MA T C H L I N E T H I S S H E E T MA T C H L I N E T H I S S H E E T Vertical scale missing Elevations missing 8' - 1 1 1 / 4 " Verify how water/sewer crossings with less than 9' of clearance will meet TCEQ 3' - 9 3 / 4 " 57 Item 2. SANITARY SEWER LINE B SANITARY SEWER LINE B-1 80 LF OF 12" PVC @ 0.20% 220 LF OF 12" PVC @ 0.20%190 LF OF 12" PVC @ 0.20% EXIST. GROUND EXIST. GROUND PROP. GROUND PROP. GROUND ST A : 2 1 + 7 6 . 6 4 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 0 7 FL : 1 2 " = 6 7 9 . 9 7 ST A : 0 + 7 9 . 8 3 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 3 3 FL : 1 2 " = 6 8 0 . 2 3 FL : 8 " = 6 8 3 . 1 4 ST A : 4 + 8 9 . 9 4 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 1 . 3 5 FL : 1 2 " = 6 8 1 . 2 5 FL : 1 2 " = 6 8 1 . 3 5 387 LF OF 12" PVC @ 0.20% ST A : 8 + 7 6 . 8 6 S A N I T A R Y S E W E R L I N E B IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 2 . 1 2 36" SD 18" SD 8" WTR 36" SD ST A : 1 + 6 8 . 6 0 S A N I T A R Y S E W E R L I N E B - 1 ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 8 " = 6 8 4 . 8 3 FL : 6 " = 6 8 4 . 9 3 FL : 8 " = 6 8 4 . 8 3 ST A : 2 + 7 5 . 2 3 S A N I T A R Y S E W E R L I N E B - 1 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 6 " = 6 8 6 . 0 0 169 LF OF 8" PVC @ 1 . 0 0 % 107 LF OF 6" PVC @ 1 . 0 0 % 8" WTR ST A : 3 + 0 0 S A N I T A R Y S E W E R L I N E B IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 1 2 " = 6 8 0 . 8 7 FL : 1 2 " = 6 8 0 . 7 7 ST A : 0 + 7 9 . 8 3 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 1 IN S T A L L : 4' D I A . S S M H FL : 1 2 " = 6 8 0 . 3 3 FL : 1 2 " = 6 8 0 . 2 3 FL : 8 " = 6 8 3 . 1 4 24" SD SANITARY SEWER LINE B-2 EXIST. GROUND PROP. GROUND ST A : 1 + 6 8 . 6 0 S A N I T A R Y S E W E R L I N E B - 1 ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 8 " = 6 8 4 . 8 3 FL : 6 " = 6 8 4 . 9 3 FL : 8 " = 6 8 4 . 8 3 ST A : 1 + 2 1 . 0 2 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - 4 ' D I A . S S M A N H O L E FL : 6 " ( N / S ) = 6 8 6 . 1 4 FL : 8 " = 6 8 6 . 0 4 FL : 6 " = 6 8 6 . 1 4 121 LF OF 8" PVC @ 1 . 0 0 % 157 LF OF 6" PVC @ 1 . 0 0 % ST A : 2 + 7 7 . 5 6 S A N I T A R Y S E W E R L I N E B - 2 IN S T A L L : 1 - C L E A N O U T FL : 6 " = 6 8 7 . 7 1 SANITARY SEWER LINE C PROP. GROUND EXIST. GROUND ST A : 4 + 8 9 . 9 4 S A N I T A R Y S E W E R L I N E B ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 1 . 3 5 FL : 1 2 " = 6 8 1 . 2 5 FL : 1 2 " = 6 8 1 . 3 5 ST A : 0 + 3 9 . 4 9 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 1 . 4 3 FL : 1 2 " = 6 8 1 . 5 3 ST A : 3 + 1 3 . 9 7 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 2 . 0 8 FL : 1 2 " = 6 8 2 . 1 8 274 LF OF 12" PVC @ 0.20% 39 LF OF 12" PVC @ 0.20% ST A : 4 + 1 6 . 3 0 S A N I T A R Y S E W E R L I N E C IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 2 . 3 8 102 LF OF 12" PVC @ 0.20% 36" SD SANITARY SEWER LINE D 18" SD EXIST. GROUND FUTURE ROAD PAVING 200 LF OF 8" PVC @ 0.50% 182 LF OF 8" PVC @ 0.50% 21 LF OF 8" PVC @ 0.50% ST A : 3 5 + 3 1 . 6 0 S A N I T A R Y S E W E R L I N E A ST A : 0 + 0 0 . 0 0 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL : 1 2 " = 6 8 3 . 9 6 FL : 1 2 " = 6 8 3 . 8 6 FL : 8 " = 6 8 5 . 0 0 ST A : 2 + 0 0 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL : 8 " = 6 8 6 . 0 0 FL : 8 " = 6 8 6 . 1 0 ST A : 3 + 8 2 . 4 2 S A N I T A R Y S E W E R L I N E D IN S T A L L : 1 - 4 ' D I A . S S M H FL 6 " ( S E ) : 6 8 7 . 3 0 FL : 8 " = 6 8 7 . 0 1 FL : 8 " = 6 8 7 . 1 1 ST A : 4 + 0 2 . 9 8 S A N I T A R Y S E W E R L I N E D IN S T A L L 1 - 8 " P L U G FL : 8 " = 6 8 7 . 2 1 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 SA N I T A R Y S E W E R P R O F I L E S C-7.9 What type of embedment is to be used? Shallow line 3' - 3 3 / 4 " Min 2' desired. show how pipe will be properly protected with the storm install (TYP) 58 Item 2. X NO PA R K I N G VA N NO PARKING NO PARKINGVAN NO PA R K I N G VA N NO PARKING NO PARKING NO PARKING VAN NO PARKING N O P A R K I N G NO PA R K I N G NO PARKING VAN NO PARKING NO PA R K I N G NO PARKING NO PARKING VAN 2" PVC CONDUIT IRRIGATION SLEEVES IRRIGATION SLEEVES IRRIGATION SLEEVES IRRIGATION SLEEVES IRRIGATION SLEEVES 2" PVC CONDUIT 2" PVC CONDUIT 2" PVC CONDUIT 2" PVC CONDUIT 2" PVC CONDUIT TRANSFORMER (TYP.) TRANSFORMER (TYP.) TRANSFORMER (TYP.) 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.11 MA T C H L I N E S H E E T C- 7 . 1 1 DR Y U T I L I T Y C O O R D I N A T I O N P L A N C-7.10 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED COMMUNICATION LINE PROPOSED UNDERGROUND ELECTRICAL LINE EXISTING OVERHEAD POWER LINE NOTES 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. PROPOSED SANITARY SEWER LINE AND MANHOLE 59 Item 2. ////// ////////////////////////////////////////// //////////////////////// /// ////////////////////////////////////////// /// /// ///////////////////////////////// /// SA N G E R W I S T B O U L E V A R D (V A R I A B L E W I D T H R . O . W . ) CA B I N E T E , P G . 2 8 0 P. R . D . C . T . CHAPMAN ROAD (F.M. 455) RIGHT-OF-WAY WIDTH VARIES LOT 5 BLOCK A 1.53 AC STATE OF TEXAS DOC. NO. 2020-74514 O.R.D.C.T. STATE OF TEXAS DOC. NO. 2020-172411 O.R.D.C.T. UTILITY AND ELECTRICAL EASEMENT VOLUME 1491, PG. 12 R.P.R.D.C.T. RIGHT-OF-WAY EASEMENT VOLUME 2122, PG. 624 R.P.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. WATER AND UTILITY EASEMENT DOC. NO. 2015-56982 O.R.D.C.T. // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// HAZEL MARTIN "TRACT II" VOLUME 2163, PAGE 47 O.R.D.C.T. STEPHEN L. MARTIN & GARY L. MARTIN DOC. NO. 96-0044292 O.R.D.C.T. (N 88°49'21"W) (S 0 9 ° 1 9 ' 5 9 " W ) 63.47' IN T E R S T A T E H I G H W A Y 3 5 LOT 13 BLOCK A 1.03 AC LOT 14 BLOCK A 1.38 AC LOT 12 BLOCK A 0.89 AC 0 GRAPHIC SCALE 1 inch = ft. 50 50 100 50 25 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 MATCHLINE SHEET C-7.10 CHAPMAN ROAD (F.M. 455) MA T C H L I N E S H E E T C- 7 . 1 0 DR Y U T I L I T Y C O O R D I N A T I O N P L A N C-7.11 IN T E R S T A T E H I G H W A Y 3 5 LEGEND EXISTING WATER MAIN EXISTING SANITARY SEWER AND MANHOLE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE AND CLEAN OUT PROPOSED COMMUNICATION LINE PROPOSED UNDERGROUND ELECTRICAL LINE EXISTING OVERHEAD POWER LINE NOTES 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERIFY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. PROPOSED SANITARY SEWER LINE AND MANHOLE 60 Item 2. PLAN CROSS SECTION A-A A PRIVATE CONCRETE SIDEWALK DETAIL A TRANSVERSE EXPANSION/ ISOLATION JOINT DETAIL CONTRACTION JOINT DETAIL CONSTRUCTION JOINT DETAIL LONGITUDINAL BUTT JOINT DETAIL FIRE LANE STRIPING DETAIL CO N S T R U C T I O N D E T A I L S 1 C-8.1 GENERAL PAVING NOTES PAVING DETAILS CONCRETE CURB AND GUTTER DETAIL HANDICAPPED PARKING DETAIL PRIVATE BARRIER FREE RAMP W/ 1' FLARES DETAIL ELEVATION PLAN VIEW ELEVATION PLAN VIEW PRIVATE BARRIER FREE RAMP W/ 6' FLARES DETAIL ACCESS RAMP DETAIL DISABLED SIGN DETAIL "HANDICAPPED PARKING" SIGN POST DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-18561 Item 2. CO N S T R U C T I O N D E T A I L S 2 C-8.2 DOUBLE DETECTOR CHECK FIRE VAULT DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CURB WITH WALL DETAIL FOR PARKING ADJACENT TO POND Provide embedment details 62 Item 2. CO N S T R U C T I O N D E T A I L S 3 C-8.3CONCRETE PILOT CHANNEL DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-185 CROSS SECTION A-APLAN VIEW A A GRATE INLET DETAIL Provide headwall details for storm outfalls 63 Item 2. CO N S T R U C T I O N D E T A I L S 4 C-8.4WATER CROSSING DETAIL DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: SA N G E R M U L T I - F A M I L Y PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 7/17/2024 PRELIMINARY CLAYMOORE ENGINEERING 2022-18564 Item 2. Show landscape buffer adjacent to the street 9,720 SF per the paving plan. Please also see the parking comment and adjust landscaping as needed Provide a buffer yard adjacent to the residential area per section 48.4 of the zoning ordinance 65 Item 2. 66 Item 2. Add not to specify that the owner is responsible for landscape maintenance 67 Item 2. 68 Item 2. 69 Item 2. 70 Item 2. 71 Item 2. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 13, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Duck Creek Ridge, being 1.010 acres on land described as H.TIERWESTER SURVEY, ABSTRACT NO. 1241, located in the City of Sanger, and generally located on the south side of Duck Creek Road at the intersection of Duck Creek Road and Mesa Drive SUMMARY:  The applicant is proposing to create 4 single-family lots from 1 unplatted tract.  This site is located on the south side of Duck Creek Road.  The property is zoned SF-10 and with the variances requested meets all of the zoning requirements.  Side yard setback to 7.5 feet instead of 8 feet.  There are two existing houses on the site.  This development is located in the City of Sanger  The property will be served by City of Sanger Water, Sewer and CoServ Electric. 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 72 Item 3. 123819 220300 56630 220301 220302 208245 220303 56621 120059120061 120056120057120058 120055 120060120062 Denton CAD Web Map Parcels Roads 12/1/2023, 9:59:43 AM 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:1,128 Denton County Appraisal District, Harris Govern -- www.harrisgovern.com This product is for informational purposes only and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 73 Item 3. BALL & BALL ENTERPRISES LLC CALLED 1.01 ACRES DOC. NO. 2023-60169 O.R.D.C.T. DOSTDAR ALI CALLED 12.70 ACRES DOC. NO. 2005-9742 O.R.D.C.T. SCOTT ADRIAN PORTER AND WIFE, ANN CHOATE PORTER CALLED 0.808 ACRES DOC. NO. 2006-81509 O.R.D.C.T. SOUTHWEST ESTATES, PHASE I CAB. S, PG. 182 P.R.D.C.T. (AMENDED PLAT) LOT 1, BLOCK A LOT 2, BLOCK A LOT 3, BLOCK A ME S A D R I V E (4 0 ' R . O . W . ) (C O N C R E T E P A V I N G ) LOT 25, BLOCK 1 LOT 26, BLOCK 1 LOT 27, BLOCK 1 LOT 28, BLOCK 1 LOT 29, BLOCK 1 LOT 30, BLOCK 1 LOT 31, BLOCK 1 SNIDER ESTATES CAB. E, PG. 377 P.R.D.C.T. 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF XF XF XF P.O.B. 1/2" IRF 1/2" IRF (BRS. S 51°54' E, 0.8') CIRS CIRS DUCK CREEK ROAD (VARIABLE WIDTH R.O.W.) (ASPHALT PAVING) 20' BUILDING LINE 25 ' B U I L D I N G L I N E 40' BUILDING LINE 15 ' U T I L I T Y E A S E M E N T S 0 2 ° 0 7 ' 3 4 " W 2 2 0 . 0 0 ' N 87°52'26" W 200.00' N 0 2 ° 0 7 ' 3 4 " E 2 2 0 . 0 0 ' S 87°52'26" E 200.00' BLOCK A LOT 4 0.275 ACRES 12,000 SQ. FT. R.O.W. DEDICATION 0.059 ACRES 2,553 SQ. FT. BLOCK A LOT 1 0.337 ACRES 14,688 SQ. FT. BLOCK A LOT 2 0.170 ACRES 7,397 SQ. FT. S 88°16'47" E 100.00' 100.00' 100.00' 73 . 9 7 ' 73 . 2 6 ' 100.00' 100.00' 73 . 9 7 ' 73 . 9 7 ' 60 . 0 0 ' 14 6 . 5 2 ' 60 . 0 0 ' S 0 2 ° 0 7 ' 3 4 " W 14 7 . 2 3 ' 12 . 0 6 ' 13 . 4 8 ' 30 . 0 ' 30 . 0 ' 60 . 0 ' 16 . 8 ' 30 . 0 ' BLOCK A LOT 3 0.169 ACRES 7,362 SQ. FT. 7.8' 7.8' 40.0' 40.4' 41.0' 40.0' S 88°16'47" E 200.01' S 87°52'26" E 200.00' N: 7178827.82 E: 2368764.01 NAD '83 8' B.L.7. 8 ' B . L . 25 ' B . L . 8' B.L. 8' B.L. 8' B.L. 25 ' B . L . 25 ' B . L . 8' B.L. 20' B.L. 25 ' B . L . 25' B.L. 25' B.L. 25 ' B . L . 25 ' B . L . 15' D.E. (BY THIS PLAT) 15 ' D . E . (B Y T H I S P L A T ) 15 ' D . E . (B Y T H I S P L A T ) N45 ° 0 5 ' 3 1 " E 65. 9 6 ' S 2 4 ° 5 5 ' 4 4 " E 8 7 . 3 4 ' XS N: 7179042.71 E: 2368972.21 NAD '83 WEST LINE OF MESA DRIVE (40' R.O.W.) ACCORDING TO THE AMENDED PLAT OF SOUTHWEST ESTATES, PHASE I, AS RECORDED IN CAB. S, PG. 182, P.R.D.C.T. EAST LINE OF 0.808 ACRE TRACT, AS RECORDED IN DOC. NO. 2006-81509, O.R.D.C.T. 7. 5 ' 7. 5 ' DW G N A M E : Z: \ S H A R E D D R I V E S \ O F F I C E \ P R O J E C T F O L D E R \ 2 0 2 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ F I N A L P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M Final Plat - 1 OF # VICINITY MAP SITE SAND STONE DR. ME S A D R . DUCK CREEK RD. BENJAMIN DR. KE A T O N R D . N MALINDA MYRL DR.KE A T O N R D . S LANEY DR. BROOKE DR. RISIN G S T A R L N . GRAPHIC SCALE IN FEET 020'10'20'40' 1" = 20'@ 24X36 Scale Drawn by 1" = 20' Checked by Date Project No.Sheet No. 1 OF 2 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0205G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. SURVEYOR'S NOTES: ·The grid bearings and coordinates shown hereon are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983(2011). ·Elevations are reference to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS Network (Geoid 12B) ·This property lies within the city limits of the City of Sanger, Texas. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Water service to be provided by:City of Sanger, P.O. Box 1729, Sanger, Tx. 76266, 940-458-2571 ·Electric Service to be provided by: Sanger Electric Utilities, 202 Railroad Ave., Sanger, Tx. 76266, 940-458-2064. ·Sanitary sewer to be handled by facilities approved by the Denton County Public Health. ·This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. ·Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. ·This survey has been prepared without the benefit of a current title report. The property shown hereon may be subject to various easements and/or "Rights of Others". This survey is subject to revisions as such a report may reveal. ·The surveyed property is zoned Single Family Residential District - 10 (SF-10). ·The purpose of this plat is to create 4 residential lots from a previously unplatted tract of land. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·All lots comply with the minimum size requirements of the zoning district. ·Notice - selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. LEGEND CABLE TV BOX CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS MANHOLE COMMUNICATIONS VAULT BENCHMARK FIBER OPTIC BOX FIBER OPTIC MANHOLE FIBER OPTIC VAULT GAS BOX GAS METER GAS MANHOLE GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE VAULT PIPELINE METER PIPELINE VALVE ELECTRIC BOX GUY ANCHOR LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER SIGN MARQUEE/BILLBOARD A/C UNIT BORE LOCATION FLAG POLE GREASE TRAP IRRIGATION VALVE MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER SEPTIC TANK STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC SIGNAL TRAFFIC VAULT FIRE HYDRANT WATER METER WATER MANHOLE WATER VALVE WATER WELL TV TV C C C F F G G G G G G T T T P P E E E T E GT I S S ST D D TR TR TR TR TR W W W F S CIRS CIRF PKS IRF XS 1/2" IRON ROD W/ "TRINITY 6854" IRON ROD WITH CAP FOUND PK NAIL SET IRON ROD FOUND "X" CUT IN CONCRETE SET POINT OF BEGINNINGP.O.B. CAP SET MB (X.XX)RECORD DIMENSION LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE OVERHEAD UTILITY LINE WIRE FENCE WOOD FENCE METAL FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT OHE X FINAL PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 Ph: (940) 293-3180 Email: mblack@trinity-surveying.com Contact: Michael Black, RPLS OWNER / APPLICANT: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE UTILITY SERVICE PROVIDERS: WATER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 SEWER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 ELECTRIC:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 74 Item 3. DW G N A M E : Z: \ S H A R E D D R I V E S \ O F F I C E \ P R O J E C T F O L D E R \ 2 0 2 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ F I N A L P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M 2 OF 2 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS Ball & Ball Enterprises LLC, is the owner of the land shown on this plat within the area described by metes and bounds as follows: BEING a tract of land situated in the H. Tierwester Survey, Abstract No. 1241, in the City of Sanger, Denton County, Texas and being all of a called 1.01 acre tract described in a General Warranty Deed to Ball & Ball Enterprises LLC, as recorded in Document No. 2023-60169 of the Official Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found on the east line of a called 12.70 acre tract described in a General Warranty Deed to Dostdar Ali, as recorded in Document No. 2005-9742 of said Official Public Records, for the northwest corner of a called 0.808 acre tract described in a General Warranty Deed to Scott Adrian Porter and wife, Ann Choate Porter, as recorded in Document No. 2006-81509 of the Official Public Records of said county, and for the southwest corner of said 1.01 acre tract, from which a 1/2 inch iron rod found bears South 51°54' East, a distance of 0.8 feet; THENCE North 02°07'34" East, along the east line of said 12.70 acre tract and the west line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set on the south right-of-way line of Duck Creek Road, a variable width right-of-way, for the northwest corner of said 1.01 acre tract; THENCE South 87°52'26" East, along the south right-of-way line of said Duck Creek Road and the north line of said 1.01 acre tract, a distance of 200.00 feet to an "X" cut in a concrete curb set at the intersection of the south right-of-way line of Duck Creek Road, a variable width right-of-way, with the west right-of-way line of Mesa Drive, a 40 feet-wide right-of-way, for the northeast corner of said 1.01 acre tract; THENCE South 02°07'34" West, along the west right-of-way line of said Mesa Drive and the east line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set on the north line of the aforementioned 0.808 acre tract, for the southeast corner of said 1.01 acre tract; THENCE North 87°52'26" West, leaving said west right-of-way line and along the north line of said 0.808 acre tract and the south line of said 1.01 acre tract, a distance of 200.00 feet to the POINT OF BEGINNING and containing 44,000 square Feet or 1.010 acres of land, more or less. SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § KNOW ALL MEN BY THESE PRESENTS: That I, Michael L. Black, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. ___________________________________________________________________ Michael L. Black Date Registered Professional Land Surveyor Texas R.P.L.S. No. 6854 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L. Black, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT OWNER'S DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT, Ball & Ball Enterprises LLC, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as DUCK CREEK RIDGE, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND, this ___________ day of ___________________, 2024. BY: Tim Ball By: _____________________________________ Signature Title: Owner STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared Tim Ball, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved and Accepted ________________________ ____________________ Planning & Zoning Commission Date City of Sanger, Tx. ________________________ ____________________ Mayor Date City of Sanger, Tx. Attested by ________________________ ____________________ City Secretary Date City of Sanger, Tx. FINAL PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 Ph: (940) 293-3180 Email: mblack@trinity-surveying.com Contact: Michael Black, RPLS OWNER / APPLICANT: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 Sheet No.Project No.DateChecked by 1" = 20' Drawn byScale 75 Item 3. 76 Item 3. Trinity-Surveying.com Firm #10194687 | RPLS #6854 (TX), PLS #1982 (OK) 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | 940-293-3180 Page | 1 of 1 August 6, 2024 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar St. P.O. Box 1729 Sanger, Tx. 76266 Re: Duck Creek Ridge Final Plat Property LocaƟon: Southwest Corner of Duck Creek Road and Mesa Drive Address: 2010 Duck Creek Road, Sanger, Texas LeƩer of Intent Ms. Hammonds, On behalf of my client, Tim Ball, we respecƞully submit this leƩer of intent for the aƩached Final Plat for Duck Creek Ridge, a proposed 1.010 acre subdivision within the City of Sanger. The intent of this Final Plat is to create 4 plaƩed residenƟal lots from a 1.010 acre un-plaƩed tract of land. We appreciate your review of my client’s variance request and any comments or input you may have. If you have any quesƟons or require addiƟonal informaƟon, please contact me at (940) 293-3180 or by email at mblack@trinity-surveying.com. Thank you, Michael L. Black, RPLS #6854 (Tx) PLS #1982 (Ok) Trinity Land Surveying LLC Email: mblack@trinity-surveying.com Phone: 940-293-3180 77 Item 3. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/24/24 1st REVIEW COMMENTS – Final Plat – Duck Creek Ridge The request is for a Final Plat of Duck Creek Ridge, being approximately 1.01 acres in the H TIERWESTER SURVEY, ABSTRACT NO. 1241, prepared by Trinity Land Survey, submitted on 07/17/24. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Standard notation “The subject property doesn’t not lie within a 100-year….” 2. Utility easements on lots 3. 2nd page of plat states it is a preliminary plat. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 78 Item 3. July 18, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Duck Creek Ridge Final Plat -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat for Duck Creek Ridge. The submittal was prepared by Trinity Land Surveying, LLC and was dated June 13, 2024. We have completed our review and offer the following comments: Final Plat Comments 1. A variance must be requested and approved by the City for the side setback of 7.8’. 2. Per previous comments further analysis of proposed swales are required to prove no adverse impacts to the ROW. The surveyor shall revise the plat in accordance with the above comments and/or provide a written response that addresses each comment. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF ASSOCIATES, INC. Firm No. 0312 Attachments: Plat markups 79 Item 3. BALL & BALL ENTERPRISES LLC CALLED 1.01 ACRES DOC. NO. 2023-60169 O.R.D.C.T. DOSTDAR ALI CALLED 12.70 ACRES DOC. NO. 2005-9742 O.R.D.C.T. SCOTT ADRIAN PORTER AND WIFE, ANN CHOATE PORTER CALLED 0.808 ACRES DOC. NO. 2006-81509 O.R.D.C.T. SOUTHWEST ESTATES, PHASE I CAB. S, PG. 182 P.R.D.C.T. (AMENDED PLAT) LOT 1, BLOCK A LOT 2, BLOCK A LOT 3, BLOCK A ME S A D R I V E (4 0 ' R . O . W . ) (C O N C R E T E P A V I N G ) LOT 25, BLOCK 1 LOT 26, BLOCK 1 LOT 27, BLOCK 1 LOT 28, BLOCK 1 LOT 29, BLOCK 1 LOT 30, BLOCK 1 LOT 31, BLOCK 1 SNIDER ESTATES CAB. E, PG. 377 P.R.D.C.T. 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF XF XF XF P.O.B. 1/2" IRF 1/2" IRF (BRS. S 51°54' E, 0.8') CIRS CIRS DUCK CREEK ROAD (VARIABLE WIDTH R.O.W.) (ASPHALT PAVING) 20' BUILDING LINE 25 ' B U I L D I N G L I N E 40' BUILDING LINE 15 ' U T I L I T Y E A S E M E N T S 0 2 ° 0 7 ' 3 4 " W 2 2 0 . 0 0 ' N 87°52'26" W 200.00' N 0 2 ° 0 7 ' 3 4 " E 2 2 0 . 0 0 ' S 87°52'26" E 200.00' BLOCK A LOT 4 0.275 ACRES 12,000 SQ. FT. R.O.W. DEDICATION 0.059 ACRES 2,553 SQ. FT. BLOCK A LOT 1 0.337 ACRES 14,688 SQ. FT. BLOCK A LOT 2 0.170 ACRES 7,397 SQ. FT. S 88°16'47" E 100.00' 100.00' 100.00' 73 . 9 7 ' 73 . 2 6 ' 100.00' 100.00' 73 . 9 7 ' 73 . 9 7 ' 60 . 0 0 ' 14 6 . 5 2 ' 60 . 0 0 ' S 0 2 ° 0 7 ' 3 4 " W 14 7 . 2 3 ' 12 . 0 6 ' 13 . 4 8 ' 30 . 0 ' 30 . 0 ' 60 . 0 ' 16 . 8 ' 30 . 0 ' BLOCK A LOT 3 0.169 ACRES 7,362 SQ. FT. 7.8' 7.8' 40.0' 40.4' 41.0' 40.0' S 88°16'47" E 200.01' S 87°52'26" E 200.00' N: 7178827.82 E: 2368764.01 NAD '83 8' B.L.7. 8 ' B . L . 25 ' B . L . 8' B.L. 8' B.L. 8' B.L. 25 ' B . L . 25 ' B . L . 8' B.L. 20' B.L. 25 ' B . L . 25' B.L. 25' B.L. 25 ' B . L . 25 ' B . L . 15' D.E. (BY THIS PLAT) 15 ' D . E . (B Y T H I S P L A T ) 15 ' D . E . (B Y T H I S P L A T ) N45 ° 0 5 ' 3 1 " E 65. 9 6 ' S 2 4 ° 5 5 ' 4 4 " E 8 7 . 3 4 ' XS N: 7179042.71 E: 2368972.21 NAD '83 WEST LINE OF MESA DRIVE (40' R.O.W.) ACCORDING TO THE AMENDED PLAT OF SOUTHWEST ESTATES, PHASE I, AS RECORDED IN CAB. S, PG. 182, P.R.D.C.T. EAST LINE OF 0.808 ACRE TRACT, AS RECORDED IN DOC. NO. 2006-81509, O.R.D.C.T. 7. 5 ' 7. 5 ' DW G N A M E : Z: \ S H A R E D D R I V E S \ O F F I C E \ P R O J E C T F O L D E R \ 2 0 2 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ F I N A L P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M Final Plat - 1 OF # VICINITY MAP SITE SAND STONE DR. ME S A D R . DUCK CREEK RD. BENJAMIN DR. KE A T O N R D . N MALINDA MYRL DR.KE A T O N R D . S LANEY DR. BROOKE DR. RISIN G S T A R L N . GRAPHIC SCALE IN FEET 020'10'20'40' 1" = 20'@ 24X36 Scale Drawn by 1" = 20' Checked by Date Project No.Sheet No. 1 OF 2 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48121C0205G, for Denton County, Texas and incorporated areas, dated April 18, 2011, this property is located within: Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. SURVEYOR'S NOTES: ·The grid bearings and coordinates shown hereon are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983(2011). ·Elevations are reference to the North American Vertical Datum of 1988 (NAVD88) (US feet) using the Smartnet RTK GPS Network (Geoid 12B) ·This property lies within the city limits of the City of Sanger, Texas. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Water service to be provided by:City of Sanger, P.O. Box 1729, Sanger, Tx. 76266, 940-458-2571 ·Electric Service to be provided by: Sanger Electric Utilities, 202 Railroad Ave., Sanger, Tx. 76266, 940-458-2064. ·Sanitary sewer to be handled by facilities approved by the Denton County Public Health. ·This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. ·Only above ground observable utilities were located. No underground utilities and/or subsurface improvements, if any, have been located. ·This survey has been prepared without the benefit of a current title report. The property shown hereon may be subject to various easements and/or "Rights of Others". This survey is subject to revisions as such a report may reveal. ·The surveyed property is zoned Single Family Residential District - 10 (SF-10). ·The purpose of this plat is to create 4 residential lots from a previously unplatted tract of land. ·All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way will require a facilities agreement, to be reviewed and approved by the City. ·All lots comply with the minimum size requirements of the zoning district. ·Notice - selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. LEGEND CABLE TV BOX CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS MANHOLE COMMUNICATIONS VAULT BENCHMARK FIBER OPTIC BOX FIBER OPTIC MANHOLE FIBER OPTIC VAULT GAS BOX GAS METER GAS MANHOLE GAS TANK GAS VAULT GAS VALVE TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE VAULT PIPELINE METER PIPELINE VALVE ELECTRIC BOX GUY ANCHOR LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE UTILITY POLE ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER SIGN MARQUEE/BILLBOARD A/C UNIT BORE LOCATION FLAG POLE GREASE TRAP IRRIGATION VALVE MAIL BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER SEPTIC TANK STORM SEWER BOX STORM SEWER DRAIN STORM SEWER MANHOLE TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC SIGNAL TRAFFIC VAULT FIRE HYDRANT WATER METER WATER MANHOLE WATER VALVE WATER WELL TV TV C C C F F G G G G G G T T T P P E E E T E GT I S S ST D D TR TR TR TR TR W W W F S CIRS CIRF PKS IRF XS 1/2" IRON ROD W/ "TRINITY 6854" IRON ROD WITH CAP FOUND PK NAIL SET IRON ROD FOUND "X" CUT IN CONCRETE SET POINT OF BEGINNINGP.O.B. CAP SET MB (X.XX)RECORD DIMENSION LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE OVERHEAD UTILITY LINE WIRE FENCE WOOD FENCE METAL FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT OHE X FINAL PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 Ph: (940) 293-3180 Email: mblack@trinity-surveying.com Contact: Michael Black, RPLS OWNER / APPLICANT: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE UTILITY SERVICE PROVIDERS: WATER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 SEWER:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 ELECTRIC:The City of Sanger 502 Elm Street Sanger, TX 76266 940-458-7930 A variance request is needed for the existing building as minimum side yard is 8' per the Zoning ordinance per previous comments further analysis of proposed swales are required to prove no adverse impacts to the ROW 80 Item 3. DW G N A M E : Z: \ S H A R E D D R I V E S \ O F F I C E \ P R O J E C T F O L D E R \ 2 0 2 3 \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R O A D - S A N G E R \ D W G \ F I N A L P L A T \ 2 0 2 3 - 0 4 0 2 0 1 0 D U C K C R E E K R I D G E _ F P . D W G P L O T T E D B Y MI C H A E L B L A C K 6/ 1 5 / 2 0 2 4 7 : 0 6 P M L A S T S A V E D 6/ 1 5 / 2 0 2 4 7 : 0 6 P M 2 OF 2 OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § WHEREAS Ball & Ball Enterprises LLC, is the owner of the land shown on this plat within the area described by metes and bounds as follows: BEING a tract of land situated in the H. Tierwester Survey, Abstract No. 1241, in the City of Sanger, Denton County, Texas and being all of a called 1.01 acre tract described in a General Warranty Deed to Ball & Ball Enterprises LLC, as recorded in Document No. 2023-60169 of the Official Records of said county, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found on the east line of a called 12.70 acre tract described in a General Warranty Deed to Dostdar Ali, as recorded in Document No. 2005-9742 of said Official Public Records, for the northwest corner of a called 0.808 acre tract described in a General Warranty Deed to Scott Adrian Porter and wife, Ann Choate Porter, as recorded in Document No. 2006-81509 of the Official Public Records of said county, and for the southwest corner of said 1.01 acre tract, from which a 1/2 inch iron rod found bears South 51°54' East, a distance of 0.8 feet; THENCE North 02°07'34" East, along the east line of said 12.70 acre tract and the west line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set on the south right-of-way line of Duck Creek Road, a variable width right-of-way, for the northwest corner of said 1.01 acre tract; THENCE South 87°52'26" East, along the south right-of-way line of said Duck Creek Road and the north line of said 1.01 acre tract, a distance of 200.00 feet to an "X" cut in a concrete curb set at the intersection of the south right-of-way line of Duck Creek Road, a variable width right-of-way, with the west right-of-way line of Mesa Drive, a 40 feet-wide right-of-way, for the northeast corner of said 1.01 acre tract; THENCE South 02°07'34" West, along the west right-of-way line of said Mesa Drive and the east line of said 1.01 acre tract, a distance of 220.00 feet to a 1/2 inch iron rod with a yellow cap, stamped "Trinity 6854", set on the north line of the aforementioned 0.808 acre tract, for the southeast corner of said 1.01 acre tract; THENCE North 87°52'26" West, leaving said west right-of-way line and along the north line of said 0.808 acre tract and the south line of said 1.01 acre tract, a distance of 200.00 feet to the POINT OF BEGINNING and containing 44,000 square Feet or 1.010 acres of land, more or less. SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § KNOW ALL MEN BY THESE PRESENTS: That I, Michael L. Black, do hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. ___________________________________________________________________ Michael L. Black Date Registered Professional Land Surveyor Texas R.P.L.S. No. 6854 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared Michael L. Black, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT OWNER'S DEDICATION STATE OF TEXAS § COUNTY OF DENTON § NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT, Ball & Ball Enterprises LLC, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as DUCK CREEK RIDGE, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND, this ___________ day of ___________________, 2024. BY: Tim Ball By: _____________________________________ Signature Title: Owner STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared Tim Ball, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE on the __________ day of ____________________, 2024. _______________________________________________ Notary Public, State of Texas ________________________________________________________________________________ Printed Name My Commission Expires APPROVAL BLOCK Approved and Accepted ________________________ ____________________ Planning & Zoning Commission Date City of Sanger, Tx. ________________________ ____________________ Mayor Date City of Sanger, Tx. Attested by ________________________ ____________________ City Secretary Date City of Sanger, Tx. FINAL PLAT DUCK CREEK RIDGE LOTS 1-4, BLOCK A 4 RESIDENTIAL LOTS 0.059 OF AN ACRE RIGHT-OF-WAY DEDICATION 1.010 ACRES OUT OF THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS JUNE 2024 MLB TLS 06/13/2024 2023-040 SURVEYOR: Trinity Land Surveying, LLC 4401 N. Interstate 35, Suite 202 Denton, Texas 76207 Ph: (940) 293-3180 Email: mblack@trinity-surveying.com Contact: Michael Black, RPLS OWNER / APPLICANT: Ball & Ball Etnerprises LLC 2300 Wing Point Lane Plano, Texas 75093 Ph. 214-690-9010 Email: tim@networthdfw.com Contact: Tim Ball ENGINEER: BURDICK GROUP 941 Pintail Lane Prosper, Tx. 75078 Ph: (936) 494-9311 Email: storm.permits@gmail.com Contact: Mark Burdick, PE 4401 N. Interstate 35, Suite 202 | Denton, Texas 76207 | FIRM # 10194687 | Tel. No. (940) 293-3180 Sheet No.Project No.DateChecked by 1" = 20' Drawn byScale 81 Item 3. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 13, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Stephen Town Crossing, being approximately 120.133 acres of land described as REUBEN BEBEE SURVEY, ABSTRACT NO. 29, located in the City of Sanger, and generally located on the west side of Sanger Circle Addition and west of Montecristo Lane and Bridle Path Lane. SUMMARY:  The applicant is proposing to create 427 single-family lots and 5 open-space lots from 4 unplatted tracts.  This site is located on the west side of the Sanger Circle Addition and west of Montecristo Lane and Bridle Path Lane.  The lots have a minimum 60’ width and 100’ depth with a minimum sq footage of 6500 square feet.  The subdivision will be accessed through Sanger Circle via Joshua Drive, Lake Park Drive, and Avion Drive.  This subdivision is zoned SF-10 and is compatible with Sanger Circle.  The property is located in the City of Sanger. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments Drainage Comments 82 Item 4. 258052678864 675577 238344 258053 258387238320 732357 238323 732359 257380238319 675573 675525678866 678855 1004127 1004059 1004150 1004106 1004134 1003982 1008437 1004126 1004159 1003995 732338 672756 732360 658070 672758 732362 257377 238338 658071 732355 75838 678847 732361 732336 238325 258054 257387 672757 732337 732339 258020 238348 238352 238312 258018 254194 678849 1004001 1004161 266024 732341732340 672759 251768 238340 675543 675562 675554 678874 678819 678850 678833 678860 678814 675578 675587 678816 678879 675586 675585 678862 675584 648069 672761 258046 675592 672781 672777 258044 733554 255194 733555 678831 258027 675559 675591 675551 648071 675528 675603 675532 750744 675534 678821 672786 255193 529147 529145 750742 744595 258049675540 658077 201512 258035 675572 672773 658076 258069 672780 678825 678841 678838 678844 678885 678845 1003935 132470 254193 1003945 1003971 1004075 1004085 1003950 1003988 1004040 1004025 1004026 1003929 1004043 1003962 1003976 1004044 1008019 962916 244842 1004073 1003957 132468135294 60286 73160 210367 60288 563636 60283 563634 82888 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 4:38:52 PM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 83 Item 4. Δ Δ 70 4 6 9 0 690 6 9 2 6 9 0 68 8 68 8 694 6 9 4 6 9 0 7 0 4 7 0 6 70 4 68 2 68 0 6 8 0 680 68 2 69 0 69 6 68 2 67 6 68 6 6 8 2 84 Item 4. 7 1 8 7 1 6 7147 1 2 708 710 70 6 70 4 702 70 2 700 69 8 69 0 6 9 0 7 0 2 6 9 4 6 9 4 6 9 0 688 686 6 8 4 6 9 2 6 9 6 690 7 0 0 6 9 6 6 9 8 7 1 2 85 Item 4. 86 Item 4. “” “ ” “ ” “– ” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” 87 Item 4. 88 Item 4. 89 Item 4. 90 Item 4. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/29/24 1st REVIEW COMMENTS – Preliminary Plat – Stephens Town Crossing The request is for a Preliminary Plat of Stephens Town Crossing, being approximately 120.133 acres in the RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, prepared by JBI Partners INC., submitted on 07/17/24. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Right of Way acreage 2. The owner information does not match Denton CAD 3. Existing sewer and water main location. 4. Location of Fire Hydrants. 5. USPS postmaster-approved mailboxes. 6. The proposed build lines are not per zoning. Front and Rear are 25’, Side-yard are 8’ and side lots are 20’ side-yard setback. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 91 Item 4. July 31, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Stephen Town Crossing Addition Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Preliminary Plat for Stephen Town Crossing Addition. The submittal was prepared by JBI Partners, Inc. and was received July 18, 2024. We have completed our review and offer the following comments: Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Please address all flood study comments provided in a separate letter. Preliminary Plat Comments 1. Minimum easement width is 15' per ordinance 10.105(5). 2. Based on the preliminary engineering plans, additional easements are required throughout the plat. See plat comments. 3. Clearly define easement boundaries. 4. Verify that USPS has approved the location of the mailboxes per ordinance 10.104(c)(11)(I). If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF Firm No. 0312 Attachments: Plat markups 92 Item 4. Δ Δ 70 4 6 9 0 690 6 9 2 6 9 0 68 8 68 8 694 6 9 4 6 9 0 7 0 4 7 0 6 70 4 68 2 68 0 6 8 0 680 68 2 69 0 69 6 68 2 67 6 68 6 6 8 2 Per the zoning Ordinance the minimum rear yard is 25' Per the zoning ordinance the side yard adjacent to the street is 20' 12'-3/4" Minimum easement width is 15' per ordinance 10.105(5) Minimum easement width is 15' per ordinance 10.105(5) Sewer Easement required per the preliminary sewer plan Sewer and Drainage easement Easement required per the preliminary sewer plan Sewer Easement required per the preliminary sewer plan also a Sewer Easement per the preliminary sewer plan Clarify easement boundaries Drainage easement per preliminary plan Drainage easement per preliminary plan Is this a proposed drainage ditch? no storm conduit per plan. Clarify Clearly define boundary 93 Item 4. 7 1 8 7 1 6 7147 1 2 708 710 70 6 70 4 702 70 2 700 69 8 69 0 6 9 0 7 0 2 6 9 4 6 9 4 6 9 0 688 686 6 8 4 6 9 2 6 9 6 690 7 0 0 6 9 6 6 9 8 7 1 2 Sewer easement required per the Preliminary sewer plan Drainage easement by separate instrument per preliminary drainage plan will a drainage easement be required for headwall installation and grading? 94 Item 4. 95 Item 4. “” “ ” “ ” “– ” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” use all applicable standard notation per ordinance 10.104(d)(10)(P) 96 Item 4. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 July 17, 2024 97 Item 4. Δ Δ 70 4 6 9 0 690 6 9 2 6 9 0 68 8 68 8 694 6 9 4 6 9 0 7 0 4 7 0 6 70 4 68 2 68 0 6 8 0 680 68 2 69 0 69 6 68 2 67 6 68 6 6 8 2 98 Item 4. 7 1 8 7 1 6 7147 1 2 708 710 70 6 70 4 702 70 2 700 69 8 69 0 6 9 0 7 0 2 6 9 4 6 9 4 6 9 0 688 686 6 8 4 6 9 2 6 9 6 690 7 0 0 6 9 6 6 9 8 7 1 2 99 Item 4. 100 Item 4. “” “ ” “ ” “– ” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” 101 Item 4. 50 . 0 ' R . O . W . 31 . 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 6 0 . 0 ' R . O . W . 3 7 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 50.0' R . O . W . 31.0' B - B 50.0' R.O.W. 31.0' B-B 50.0' R . O . W . 31.0' B - B 60 . 0 ' R . O . W . 37 . 0 ' B - B SAWCUT CURB & GUTTER & CONNECT TO EXISTING AVION DRIVE SAWCUT CURB & GUTTER & CONNECT TO EXISTING AVION DRIVE SAWCUT & REMOVE APPROX. 207 SY OF EXISTING STAGECOACH TRAIL CONCRETE PAVEMENT THEN CONNECT. 50.0' R.O.W. 31.0' B-B 50.0 ' R . O . W . 31.0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50 . 0 ' R . O . W . 31 . 0 ' B - B R5 0 ' 50.0' R.O.W. 31.0' B-B R 5 0 ' CONSTRUCT STREET HEADER AT NORTHERN PROPERTY LINE FOR FUTURE EXTENSION NORTH. 50.0' R.O.W. 31.0' B-B PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 2.02 102 Item 4. 50.0' R.O.W. 31.0' B-B 50.0 ' R . O . W . 31.0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50.0 ' R . O . W . 31.0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50.0' R.O.W. 31.0' B-B 60.0' R . O . W . 37.0' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 5 0 . 0 ' R . O . W . 3 1 . 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50. 0 ' R . O . W . 31. 0 ' B - B 50 . 0 ' R . O . W . 31 . 0 ' B - B 50.0' R.O.W. 31.0' B-B 50 . 0 ' R . O . W . 31 . 0 ' B - B 80. 0 ' R . O . W . 25. 0 ' B - B 25. 0 ' B - B 80 . 0 ' R . O . W . FU T . 2 5 . 0 ' B - B FU T 2 5 . 0 ' B - B CONNECT TO EX. STREET HEADER AT JOSHUA DRIVE THAT WAS BUILT WITH SANGER CIRCLE PHASE 4. EXISTING LEGEND DRIVE STREET STUB BUILT WITH SANGER CIRCLE PHASE 4 TO REMAIN. NO STREET CONNECTION WITH PROPOSED STEPHENS TOWN CROSSING DEVELOPMENT. R50' R 5 0' 50.0' R . O . W . 31.0' B - B R 5 0 ' CONSTRUCT BARRICADES AT STREET HEADER FOR BELZ ROAD ON BOTH THE EAST AND WEST SIDES OF THE STREET. BARRICADES TO REMAIN IN PLACE UNTIL BELZ ROAD IS EXTENDED. 50. 0 ' R . O . W . 31. 0 ' B - B END PAVEMENT FOR BELZ ROAD AT SOUTHERN PROPERTY LINE FOR FUTURE EXTENSION SOUTH TO CHAPMAN DRIVE CONSTRUCTION OF BELZ ROAD LANES WEST OF HOLLY ROAD INTERSECTION TO BE DELAYED UNTIL TIME OF RAILROAD CROSSING PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 02/01/2022 MATCHLINE SEE SHEET 2.01 103 Item 4. 50' ROW 31' B-B SAWED LONGITUDINAL DUMMY JOINT N.T.S. 5'15.0' R. O . W . R. O . W . 1' 3.5' 9.5' 1'5'15.0' 1' 3.5' 9.5' 1' 6" STANDARD CURB (TYP.) 4" PARABOLIC CROWN 5' CONCRETE SIDEWALK 6"-3600 P.S.I. COMPRESSIVE STRENGTH CONCRETE WITH NO. 3 BARS 18" O.C.E.W. OR NO. 4 BARS 24" O.C.E.W.6" LIME STABILIZED SUBGRADE (PERCENT AS PER CITY STD. OR IN ACCORDANCE WITH GEOTECHNICAL REPORT, WHICHEVER IS GREATER) 1 4"/FT.1 4"/FT N.T.S. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 5-FT WIDE - 4" THICK 3000 PSI REINFORCED CONCRETE WALK (TO BE CONST. BY BUILDER EXCEPT WHERE NOTED ON THE PLANS) 60' ROW 37' B-B SAWED LONGITUDINAL DUMMY JOINT N.T.S. 5' R. O . W . R. O . W . 1' 11.5' 5.5'5'18.5' 1' 5.5' 11.5' 1' 6" STANDARD CURB (TYP.) 5" PARABOLIC CROWN 5' CONCRETE SIDEWALK 6"-3600 P.S.I. COMPRESSIVE STRENGTH CONCRETE WITH NO. 3 BARS 18" O.C.E.W. OR NO. 4 BARS 24" O.C.E.W.6" LIME STABILIZED SUBGRADE (PERCENT AS PER CITY STD. OR IN ACCORDANCE WITH GEOTECHNICAL REPORT, WHICHEVER IS GREATER) 1 4"/FT.1 4"/FT 5-FT WIDE - 4" THICK 3000 PSI REINFORCED CONCRETE WALK (TO BE CONST. BY BUILDER EXCEPT WHERE NOTED ON THE PLANS) 1'18.5' R. O . W . R. O . W . 24.0' PAVEMENT 9.0' 40.0' 80-FT R.O.W. DEDICATION 12.0' MEDIAN24.0' PAVEMENT9.0' 40.0' 3.0'3.0'6.0'6.0' (2 TRAVEL LANES)(2 TRAVEL LANES) 0.5'0.5'0.5'0.5' 8"-3600 P.S.I. COMPRESSIVE STRENGTH CONCRETE WITH NO. 3 BARS 18" O.C.E.W. OR NO. 4 BARS 24" O.C.E.W.8" LIME STABILIZED SUBGRADE (PERCENT AS PER CITY STD. OR IN ACCORDANCE WITH GEOTECHNICAL REPORT, WHICHEVER IS GREATER) 6-FT WIDE - 4" THICK 3000 PSI REINFORCED CONCRETE WALK (TO BE CONST. BY BUILDER EXCEPT WHERE NOTED ON THE PLANS) 1 4"/FT1 4"/FT. 1'1' 1 4"/FT 1 4"/FT. 104 Item 4. PHASE 1 EX. 8" CITY OF SANGER WATER EX. 8" CITY OF SANGER WATER EX. 8" CITY OF SANGER WATER CONNECT PROP. 8" WATER TO EX. 8" WATER CONNECT PROP. 8" WATER TO EX. 8" WATER EX. 12" CITY OF SANGER WATER TO BE REMOVED AFTER PHASE 1 WATER IS COMPLETE TEMP. CONNECT PROP. 8" WATER TO EX. 12" WATER WITH PHASE 1 PHASE 3 PROP. 12" WATER TO BE BUILT WITH PHASE 3 EX. 12" CITY OF SANGER WATER CONNECT PROP. 12" WATER TO EX. 12" WATER ALONG STAGECOACH TRAIL EX. 12" CITY OF SANGER WATER TO BE REMOVED AFTER PHASE 3 WATER IS COMPLETE PROP. 12" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER TO BE BUILT WITH PHASE 1PROP. 8" WATER PROP. 12" WATER PROP. 12" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 12" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER CONNECT PROP. 8" WATER TO EX. 8" & EX. 12" WATER PHASE 3 PHASE 2 PHASE 1 PROP. 8" WATER STUB 8" WATER TO PROPERTY LINE FOR FUTURE CONNECTION TO NORTHERN TRACT CONNECT TO EX. 12" WATER EX. 12" CITY OF SANGER WATER TO BE REMOVED AFTER PHASE 3 WATER IS COMPLETE PROP. 8" WATER PROP. 12" WATER PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT MATCHLINE SEE SHEET 3.02 LEGEND 8" WATER LINE & VALVE 8" EX. WATER LINE & VALVE 12" WATER LINE & VALVE 12" EX. WATER LINE & VALVE FIRE HYDRANT 105 Item 4. CONNECT PROP. 8" WATER TO EX. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PROP. 8" WATER PHASE 2 PHASE 3 PHASE 2 PROP. 12" WATER EXTEND 12" WATER LINE ALONG BELZ ROAD TO SOUTHERN PROPERTY LINE FOR FUTURE CONNECTION. EXTEND 12" WATER LINE ALONG BELZ ROAD TO WESTERN PROPERTY LINE FOR FUTURE CONNECTION. PROP. 12" WATER PROP. 12" WATER PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 2.01 LEGEND 8" WATER LINE & VALVE 8" EX. WATER LINE & VALVE 12" WATER LINE & VALVE 12" EX. WATER LINE & VALVE FIRE HYDRANT 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 106 Item 4. PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWRPROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWRPROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR EXTEND SSWR TO NORTHERN PROPERTY LINE FOR FUTURE EXTENSION TO NORTHERN TRACTS. PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR LEGEND SANITARY SEWER LINE SANITARY SEWER MANHOLE PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 4.02 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 107 Item 4. PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR CONNECT PROP. 8" SSWR TO MANHOLE ON EXISTING 12" SSWR LINE PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR PROP. 8" SSWR CONNECT PROP. 8" SSWR TO MANHOLE ON EXISTING 12" SSWR LINE EXISTING 12" SSWR EXISTING 12" SSWR EXISTING 12" SSWR EX. MH PROP. 8" SSWR PROP. 8" SSWR PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR PROP. 10" SSWR LEGEND SANITARY SEWER LINE SANITARY SEWER MANHOLE PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 4.01 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 108 Item 4. EX. 12" SSWR TO REMAIN EX. 21" SSWR TO REMAIN EX. 27" SSWR TO REMAIN CITY OF SANGER EX. WWTP SITE APPROX. 5,070 LF OF EX. 15" SSWR TO BE UPSIZED TO A 27" SEWER PER CITY OF SANGER WWTP MASTERPLAN. SEE NOTES THIS PAGE FOR SUMMARY OF PROPOSED IMPROVEMENT. CHA P M A N D R I V E MA R I O N R O A D IN T E R S T A T E I - 3 5 W STEPHENS TOWN CROSSING (A1 & A2) PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 LAND USE ASSUMPTIONS ·Multifamily Person/Unit: 3.0 Unit Flowrate: 100 gal/person/day ·Single Family Residence Person/Unit: 3.0 Unit Flowrate: 100 gal/person/day ·Industrial Gal/Acre: 3,150 PEAKING FACTOR Harmans Equation PF = 1 + (14 / (1 + Population/1000)) PF = 1 + (14 / (1 + 4,511/1000)) PF = 2.6 >3 INFILTRATION Qi = (Unit Flowrate)*A/1000000 Qi ~ Flow in m.g.d. Unit Flowrate = 650 gal/acre/day A ~ Area (Ac.) Sewer Calculations NOTES: 1. Assumptions of future land use for all undeveloped areas that gravity sewer to the existing system were based upon the City of Sanger Future Land Use Map. UPGRADE OF EXISTING 15-INCH SEWER LINE to 27-INCH OPTION 1 Construct the up-sized 27-inch sewer line parallel to the existing15-inch sewer line and within the existing easement. OPTION 2 Replace the existing 15-inch sewer line with the 27-inch line in the same location by constructing the 27-inch line in segments while pumping existing flows around each segment of upsizing until complete. 109 Item 4. EX-A 72.89 209.92 EX-B 47.24 136.05 6 8 5 690 695 70 0 705 710 69 5 6 9 5 700 70 5 710 68 0 685 690 6 9 5 700 705 675 680 685 690 695 700 680 685 690 695 700 6 7 5 680 685 6 9 0 6 9 5 6 7 0 OS-1 73.90 212.83 LEGEND PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 DRAINAGE AREA NUMBER DRAINAGE AREA (ACRES) DRAINAGE 100 YR RUNOFF (CFS) PROPOSED DRAINAGE DIVIDE EXISTING 5' CONTOURS EXISTING 1' CONTOURS DIRECTION OF FLOW 561 560 Rational Method Q = C*I*A Q ~ Flow in c.f.s.(10-year Frequency) I ~ 10 yr. Intensity for Tc = 15 min (6.60 in./hr) Q ~ Flow in c.f.s.(100-year Frequency) I ~ 100 yr. Intensity for Tc = 15 min (9.60 in./hr) A ~ Area (Ac.) C ~ Coefficients of runoff : ·(0.55 - Single Family Residential) ·(0.30 - Existing Open Space) Drainage Design Theory for Proposed Conditions EX-1 25.25 74.23 110 Item 4. 6 8 0 6 8 5 6 9 0 6 9 5 6 9 5 69 5 70 0 7 0 0 70 0 7 0 5 7 0 5 6 8 0 6 8 5 6 9 0 69 5 695 695 70 0 70 0 700 70 5 7 0 5 70 5 710 710 7 1 0 71 0 69 5 70 0 70 5 A10-E 1.22 A10-G 1.12 A13-D 1.29 A10-D 1.10 A10-C 0.97 A10-A 1.72 A8 1.20 A10-B 1.48 A13-B 1.06 A20 1.04 C3 1.77 C2 1.41 B1-AN 1.54 B1-BN 1.19 C1 1.85 B2 1.32 B1-AS 1.52 B3 1.27 B1-BS 1.51 D8 0.95 D4 1.42 D2 1.02 F1-AN 1.02 F1-BN 1.33 A14 1.00 A-16 1.77 A9-A 0.84 D5 1.03 E1 1.32A9-E 2.06 A9-F 1.88 E2 1.31 A12 0.95 A18 1.26 D6 0.95 D7 0.78 D3 1.13 A21 1.45 A9-C 0.69 D1 1.51 A19 1.37 A10-H 1.75 A10-F 0.98 A17-D 1.15 A11 0.49 A15 1.38 A17-A 0.90 A17-C 1.30 A17-B 0.97 A13-C 1.31 A13-A 1.11 LEGEND PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 5.03 DRAINAGE AREA NUMBER DRAINAGE AREA (ACRES) PROPOSED DRAINAGE DIVIDE EXISTING 5' CONTOURS EXISTING 1' CONTOURS B1 2.80 561 560 Rational Method Q = C*I*A Q ~ Flow in c.f.s.(10-year Frequency) I ~ 10 yr. Intensity for Tc = 15 min (6.60 in./hr) Q ~ Flow in c.f.s.(100-year Frequency) I ~ 100 yr. Intensity for Tc = 15 min (9.60 in./hr) A ~ Area (Ac.) C ~ Coefficients of runoff : ·(0.55 - Single Family Residential) ·(0.30 - Existing Open Space) Drainage Design Theory for Proposed Conditions 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 111 Item 4. 6 8 0 6 8 5 6 9 0 685 690 69 5 70 0 70 5 680 685 685 685 690 695 700 705 6 7 5 68 0 6 8 5 6 9 0 69 5 7 0 0 6 7 5 6 8 0 685 69 0 69 5 700 A8 1.20 A6 1.34 A5-AW 1.63 A4-AW 1.53 1.02 F1-AN 1.02 F1-BN 1.33 F1-AS 0.83 F1-BS 0.25 H1-AN 0.82 I2 1.01 J1-AE 0.25 J1-BE 0.58 A14 1.00 A9-A 0.84 A9-D 0.79 E1 1.32A9-E 2.06 A9-F 1.88 E2 1.31 A7-D 0.94 A7-F 1.34 A7-B 1.34 A7-C 1.14 G1 1.33 A3-C 0.76 I1 1.07 A3-B 1.31 I4 1.24 A5-AE 1.68 J1-AW 1.31 A4-AE 1.88 G2 1.22 A2-C 0.22 A7-A 1.22 A9-B 0.89 A7-E 1.17 A12 0.95 A2-B 0.25 A1-AW 0.54 A9-C 0.69 A3-A 0.43 A3-D 0.95 I3 1.02 J1-BW 2.30 A1-BE 0.21 A1-AE 1.33 K1 0.27 K2 0.23 A2-D 0.22 A2-A 0.22 L2 0.20 L1 0.18 A1-BW 1.24 H1-AS 1.17 H1-BS 1.34 H1-BN 0.32 PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 MATCHLINE SEE SHEET 5.02 LEGEND DRAINAGE AREA NUMBER DRAINAGE AREA (ACRES) PROPOSED DRAINAGE DIVIDE EXISTING 5' CONTOURS EXISTING 1' CONTOURS B1 2.80 561 560 Rational Method Q = C*I*A Q ~ Flow in c.f.s.(10-year Frequency) I ~ 10 yr. Intensity for Tc = 15 min (6.60 in./hr) Q ~ Flow in c.f.s.(100-year Frequency) I ~ 100 yr. Intensity for Tc = 15 min (9.60 in./hr) A ~ Area (Ac.) C ~ Coefficients of runoff : ·(0.55 - Single Family Residential) ·(0.30 - Existing Open Space) Drainage Design Theory for Proposed Conditions 50' R.O.W. / 60' R.O.W. 31' B-B / 37' B-B 5'15.5' / 18.5' R. O . W . R. O . W . 1' 4.5' / 6.5' 9.5 / 11.5' 5'15.5' / 18.5' 1' 4.5' / 6.5' 9.5' / 11.5' 1 4"/FT.1 4"/FT 112 Item 4. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 113 Item 4. PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 114 Item 4. TYPE III (16) TYPE III (16) TYPE III (16) TYPE III (16) TYPE IV (13) TYPE III (16) TYPE III (14) TYPE I (8) TYPE III (15) TYPE III (15) TYPE II (10) TYPE II (10) TYPE III (14) TYPE III (14) TYPE III (16)TYPE III (15) TYPE III (15) TYPE I (9) TYPE III (16) TYPE III (15) TYPE II (12) TYPE III (14) TYPE IV (13) TYPE IV (13) TYPE IV (13) TYPE IV (13) TYPE III (14) TYPE IV (13) TYPE II (12) TYPE II (12) TYPE II (12) TYPE I (8)PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT PURPOSES ENGINEER:_________________________________ P.E. No.________________Date:________________ Chris Wall, P.E. 123372 07/17/2024 LEGEND CLUSTER BOX LOCATION NOTE: ·ALL CLUSTER BOXES TO BE INSTALLED PER USPS INSTALLATION GUIDE & PLANNING STANDARDS. ·CLUSTER BOX LOCATION TO NOT CONFLICT WITH ANY PUBLIC UTILITIES. TYPE (XXX) (XX) CLUSTER BOX TYPE (PER USPS) (# OF HOMES) AREA DELINEATION FOR CLUSTER BOX Verify that these locations are USPS Postmaster approve per ordinance 10.104(c)(11)(I) 115 Item 4. July 30, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Stephens Town Crossing Drainage Study -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. (Halff) was requested by the City of Sanger to review the drainage study in support of the preliminary plat and engineering plans for the Stephen Town Crossing development located near the intersection of I.H. 35 and FM 455. The subject tract is located within the City of Sanger limits. The drainage study submittal was prepared by Hydrolink Engineering and dated July 2024. We have completed our review and offer the following comments. Please address comments on attached markups and in the Drianage Study and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Please note, an accepted drainage study is required prior to plans acceptance. Additional comments may be added when more data is submitted for review. Drainage Study 1. Please include summary of modeling and methodology for hydrologic and hydraulic analyses. 2. Please include calculations for existing and proposed drainage areas. 3. Please include supporting hydrologic and hydraulic models to support this analysis and results. 4. Please increase extent of drainage area maps. 5. Please note detention/retention ponds must be designed in accordance with City if Sanger ordinance 10.106.d.10. 6. Please provide additional detail for the proposed ponds: a. Pond Layout details b. Pond must have 1-ft of freeboard for the 100-year storm event and 2-ft sediment storage c. Outfall design and proposed discharge d. Elevation vs Storage table 7. Increase in water surface elevations and/or floodplain width will not be allowed. 116 Item 4. Ramie Hammonds City of Sanger July 30, 2024 Page 2 If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3953. Sincerely, HALFF TBPELS Firm No. 312 Parker C. Moore, P.E., CFM Attachments:  Plans markups 117 Item 4. 2121 Midway Road Suite 310 Carrollton, Texas 75006 TBPE No. F-16629 T.972.738.6111 M:\Projects\JBI\FOR005-Sanger\For JBI\FOR005-PRELIM Technical Memo.docx July 17, 2024 Christopher Wall JBI Partners, Inc. RE: Technical Memo Stephens Town Crossing HLE Job No. JBIFOR005 Dear Mr. Wall: HydroLink Engineering, LLC. (HLE) has been retained by JBI Partners, Inc. to provide this technical memo for the proposed Stephens Town Crossing development in the City of Sanger. This letter is intended to document the modeling of the floodplain and detention analysis for the proposed development draining to Ranger Branch Tributary 4. Two separate hydrologic scenarios were prepared for this study. The first model represents the onsite pre-project condition. An additional model represents the onsite post-project condition. Both scenarios consider the offsite land use in the existing condition. These two scenarios are intended to analyze the influence that the proposed development will have on peak discharges in Ranger Branch Tributary 4. Runoff from the project site discharges onto the downstream property owner at two locations: junction J-B in the southwest corner of the site, and junction J-H in the southeast corner of the site. See the attached Detention Workmap for the location of both flow comparison locations. In order to ensure that the peak flows at junction J-B are decreasing from pre- to post-project, two ponds with an equalizer pipe between them are proposed at the southwest corner of the site. Both ponds are proposed to have a normal pool elevation of 672.0, and they are to outfall into an existing ditch through 1 - 12’x4’ RCB or similar. In order to detain the peak flows at junction J-H, three wet ponds and two road crossings are proposed along Ranger Branch Tributary 4. The existing wet pond upstream of the site was built as part of the Sanger Circle Phase 6 development in June 2019. This pond is proposed to be improved by extending the normal pool further south to the Stagecoach Trail road crossing. The Stagecoach Trail road crossing is proposed to have 3-7’x3’ RCB’s. Downstream of the crossing is a 5’ tall drop structure which ties the channel in to the second wet pond. This pond is proposed to have a normal pool elevation of 684.0’. Downstream of this pond is a second 4’ tall drop structure which ties the second wet pond into the third wet pond. The third wet pond has a normal pool elevation of 680.0’ and discharges into the culverts under Joshua Drive. Construction on the Joshua Drive crossing began with the Sanger Circle development but was 118 Item 4. Page 2 M:\Projects\JBI\FOR005-Sanger\For JBI\FOR005-PRELIM Technical Memo.docx not completed. The crossing currently has 3-5’x3’ RCB’s, but an additional 7’x3’ RCB is proposed as part of this development. The hydrologic modeling shows that by developing the site as detailed above, the 100-year peak flows decrease from pre- to post-project at junctions J-B and J-H. See the attached Detention Workmap for flow comparison tables as well as the location and details on each of the improvements. Also attached is a Floodplain Workmap which shows the pre- and post-project floodplain delineations along Ranger Branch Tributary 4. If you have any questions or comments, please contact me using the information provided below. Sincerely, HydroLink Engineering, LLC. Nicholas R. Grieco, PE, CFM 972-738-0255 Direct ngrieco@hydrolinkengineering.com Attachments: 1. Preliminary Detention Workmap 2. Preliminary 100-Year Floodplain Workmap - Please include summary of modeling methodology and calculations for hydrologic and hydraulic (method, software (if used), calculations, etc) analyses - Please include calculations table for existing and proposed drainage areas. Be sure to include all necessary input parameters (Tc, C, etc.) and supporting documentation. - Please include supporting hydrologic and hydraulic models to support this analysis and results. 119 Item 4. © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO HydroLink Engineering NOTES PROP. WET POND EXTENSION NORMAL POOL: 690.0 PROP. WET POND NORMAL POOL: 684.0 PROP. WET POND NORMAL POOL: 680.0 PROP. WET POND NORMAL POOL: 672.0 EQUALIZER PIPE OUTLET: 1-12'X4' RCB LEGEND DRAINAGE BASIN PROPERTY LINE POND NORMAL POOL FLOW COMPARISON POINT MAJOR CONTOUR MINOR CONTOUR J-A J-HJ-B PRELIMINARY FOR REVIEW ONLY STAGECOACH TRAIL JOSHUA DRIVE AVION DRIVE - Please include existing drainage area map and calculations to support results table below - Please include proposed drainage area map runoff calculations. - Please increase extent of drainage area map to include all drainage areas. - Please include supporting information for proposed retention ponds (required storage, elevation-volume curves, outfall configuration, etc) - Please note detention/retention ponds must be designed using the criteria outlined in City of Sanger ordinance 10.106.d.10. Provide supporting documentation to prove criteria is being met. 120 Item 4. © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO NOTES HydroLink Engineering LEGEND PRE-PROJECT 100 YR FLOODPLAIN (1% Annual Chance) POST-PROJECT 100 YR FLOODPLAIN (1% Annual Chance) FEMA EFFECTIVE 100 YR FLOODPLAIN (1% Annual Chance) STREAM CENTERLINE PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR CROSS SECTION NAME EX. 3-5'X3' RCB'S PROP. ADD 1-7'X3' RCB PROP. 3-7'X3' RCB PROP. WET POND EXTENSION NORMAL POOL: 690.0 PROP. WET POND NORMAL POOL: 684.0 PROP. WET POND NORMAL POOL: 680.0 PROP. DROP STRUCTURE PROP. DROP STRUCTURE PRELIMINARY FOR REVIEW ONLY STAGECOACH TRAIL JOSHUA DRIVE AVION DRIVE -What does the other light blue symbol represent? Not the centerline - Increases in water surface elevations will not be allowed. Increase in floodplain appears to occur outside project site. This is not allowed. 121 Item 4. PLANNING & ZONING COMMISSION COMMUNICATION DATE: August 13, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Sanger Business Addition, being approximately 2.07 acres of land described as JOSE MARIA RUIS SURVEY, ABSTRACT NO. 1066 RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, within the City of Sanger, generally located south of FM 455 west and west of Sable Creek Boulevard. SUMMARY:  The applicant is proposing to create 2 Commercial Lots.  The property is zoned B-2.  The development will have access from FM 455 west.  The property will be served by City of Sanger Water, Sewer, and Electric. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL with the condition all comments are satisfied prior to City Council approval. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent Planning Comments Engineering Comments 122 Item 5. 281832 281821 281818 281820 281823 281822 1013216 60218 1017128 1002441 741720 268495 1019326 60322 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 5:18:26 PM 0 0.03 0.060.01 mi 0 0.05 0.10.03 km 1:2,257 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 123 Item 5. C L C L C L C L C L 3 0 . 2 ' CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL C L C L C L C L C L C L C L C L S A B L E C R E E K B O U L E V A R D 8 0 ' R I G H T O F W A Y C A B . W , P G . 3 6 9 , P . R . D . C . T . REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2023-10065 O.R.D.C.T. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182757.0 E:2375660.9 ELEV:664.6' 6 7 8 6 7 7 6 7 6 6 7 5 67 4 6 7 3 6 7 2 67 1 670 6 7 0 6 6 9 6 6 8 6 6 7 66 6 673 6 7 2 6 7 1 6 7 0 6 6 9 6 6 8 674 6 7 3 67 5 6 7 6 677 678 679 680 6 7 4 6 7 3 6 7 2 6 7 1 6 7 0 66 9 66 8 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182741.5 E:2376360.8 ELEV:678.7' TBM MAG NAIL N:7183206.0 E:2376365.1 ELEV:681.2' LOT 1 BLOCK A 1.06 ACRES 46,000 SQ. FT. LOT 2 BLOCK A 1.01 ACRES 44,000 SQ. FT. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., KUMAR MAINALI, AND RAMESH SAPKOTA DOC. NO. 2023-45774 O.R.D.C.T. FARM T O M A R K E T R O A D N O . 4 5 5 VARIA B L E W I D T H R I G H T O F W A Y SSMH-RIM=676.9' FL-12"PVC=664.7' (NE) FL-12"PVC=664.6' (SW) SSMH-RIM=670.1' FL-12"PVC=662.8' (NE) FL-12"PVC=662.8' (SW) POB COSERV ELECTRIC EASEMENT DOCUMENT NO. 2018-82696, O.R.D.C.T. DRAI N A G E E A S E M E N T UNKN O W N R E C O R D I N G I N F O R M A T I O N AS S C A L E D F R O M P L A T R E C O R D E D I N CAB. W , P G . 3 6 9 , P . R . D . C . T . PARCE L 1 2 4 - 1 . 0 8 5 4 A C R E S STATE O F T E X A S DOCUM E N T N O . 2 0 1 8 - 1 3 1 5 9 9 , O.R.D.C. T . 1/2" CIRF "TXDOT" 1/2" CIRF "TXDOT" 50.24' 206.88 ' S 69°1 1 ' 3 0 " W 2 5 7 . 1 2 ' S 2 5 ° 5 1 ' 0 4 " E 2 2 2 . 3 5 ' N 69°1 1 ' 3 0 " E 2 5 7 . 1 9 ' N 2 0 ° 4 8 ' 3 0 " W 2 2 2 . 3 5 ' CIRS N:7183132.21 E:2376117.55 CIRS N:7182778.45 E:2375829.64 CIRS CIRS CIRS 206.88 ' 50.31' S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' C1 C2 C3 POC S 77°5 7 ' 1 0 " E 45.34' (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. S 69°1 1 ' 3 0 " W 614.58 '1/2" CIRF "TXDOT" (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. ZONED: B-2 ZONED: B-2 ZONED: B-2 ZONED: B-2 4 5 . 0 ' 4 5 . 0 ' PARC E L 1 0 9 - 1 . 4 6 0 8 A C R E S STAT E O F T E X A S DOCU M E N T N O . 2 0 1 8 - 1 2 8 0 6 5 , O.R.D.C . T . TRACT ONE & TRACT TWO GEORGIAN BAY FUNDING, LLC. DOC. NO. 2022-157980 O.R.D.C.T. PARCE L 1 1 1 - 0 . 0 5 3 9 A C R E S STATE O F T E X A S DOCU M E N T N O . 2 0 1 8 - 9 5 6 8 1 , O.R.D.C . T . CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 173.24'1565.00'6°20'33"S 60°58'33" W 173.15' C2 157.43'1787.35'5°02'47"S 66°40'14" W 157.38' C3 137.79'1565.00'5°02'40"N 66°40'10" E 137.74' BE - 04/24/2024 1802.021-11 JOB NUMBER DRAWN BY DATE REVISION Denton, TX 76201 940.222.3009 www.eaglesurveying.com TX Firm # 10194177 Eagle Surveying, LLC 222 South Elm Street Suite: 200 PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document VICINITY MAP (NOT TO SCALE) PAGE 1 OF 1 PRELIMINARY PLAT SANGER BUSINESS ADDITION LOTS 1 & 2, BLOCK A 2.07 ACRES JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066 REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS D.R.D.C.T.Deed Records, Denton County, Texas O.R.D.C.T.Official Records, Denton County, Texas CIRS Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found POB Point of Beginning LEGEND SURVEYOR Eagle Surveying, LLC Contact: Brad Eubanks 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota 4007 Stonehaven Drive Colleyville,Texas 76034 (913) 237-4600 1.The purpose of this plat is to create two lots of record from unplatted land. 2.This property is located in Non-shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 4.Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law, and is subject to fines and/or withholding of utilities and building permits. 5.All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.The bearings shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 7.Building setbacks will be _________ from all lot lines. 8.Water and Sanitary Sewer are provided by the City of Sanger, PO Box 1729, Sanger, TX 76266, 940-458-2571. 9.Electric Service is provided by Sanger Electric Utilities, 202 Railroad Ave., Sanger, TX 76266, 940-458-2064; and Coserv Electric, 7701 S Stemmons Freeway, Corinth, TX 76210, 940-321-7800. 10.Telephone service is provided by Century Link, 902-B W Central Texas Expwy, Ste 201, Killeen, TX 76541, 866-916-9805. 11.All lots comply with the minimum size requirements of the zoning district. 12.This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 13.All common areas, drainage easements, and detention facilities, if any, will be owned and maintained by the HOA/POA. Any common area with in the City's right-of-way will require a facilities agreement to be reviewed and approved by the City. 14.This plat does not alter or remove existing deed restrictions, if any, on this property. 15.Minimum finished floor elevations are at least 2 feet above the 100 year floodplain, if any. 16.This property is zoned Business-2 (B-2). 17.This plat was performed without the benefit of an Abstract of Title or Title Commitment. Research of record documents done by Eagle Surveying was performed for the purpose of determining the boundary of this property and adjoining parcels. Additional record documents may exist and encumber this property. 18.Elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988 (Geoid 12B). 19.Approximate locations of the Underground Utilities, if shown on this plat, were derived from above ground observations, Utility markings, and/or record documents. No excavation was performed on this site at the time of this survey. For the exact location of the Underground Utilities call 1-800-545-6005. Eagle Surveying, LLC accepts no liability as to the accuracy of the Underground Utilities. GENERAL NOTES OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, are the owners of a 2.07 acre tract of situated in the Reuben Bebee Survey, Abstract Number 29, in the City of Sanger, Denton County, Texas, being all of a called 1.06 acre tract of land conveyed to Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota by deed of record in Document Number 2023-45774 of the Official Records of Denton County, Texas, and being all of a called 1.01 acre tract of land conveyed to RF & Sons Properties, LLC by warranty deed with vendor's lien of record in Document Number 2024-34930 of said Official Records, and being more particularly described by metes and bounds, as follows: COMMENCING, at a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the West end of a corner clip at the intersection of the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way) and the Southwest right-of-way line of Sable Creek Boulevard (80-foot right-of-way), at the beginning of a non-tangent curve to the right being the North corner of a called 1.10 acre tract of land conveyed to RF & Sons Properties, LLC by deed of record in Document Number 2023-10065 of said Official Records, also being a southerly corner of a called 1.0854 acre tract (Parcel 124) conveyed to the State of Texas by deed of record in Document Number 2018-131599, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found at the East end of said corner clip bears S77°57'10"E, a distance of 45.34 feet; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.10 acre tract, along said non-tangent curve to the right having a radius of 1,565.00 feet, a chord bearing of S60°58'33"w, a chord length of 173.15 feet, a delta angle of 06°20'33", an arc length of 173.24 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve and the POINT OF BEGINNING; THENCE, S20°48'30"E, leaving the Southeast right-of-way of said Farm to Market Road Number 455, along the Southwest line of said 1.10 acre tract, being the common Northeast line of said 1.01 acre tract a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at at the Southwest corner of said 1.10 acre tract and the Southeast corner of said 1.01 acre tract, at the beginning of a non-tangent curve to the right; THENCE, in a southwesterly direction, along the Southeast line of said 1.01 acre tract, along a non-tangent curve to the right, having a radius of 1787.35 feet, a chord bearing of S66°40'14"W, a chord length of 157.38 feet, a delta angle of 05°02'47", an arc length of 157.43 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the end of said curve; THENCE, S69°11'30"W, along the Southeast line of said 1.01 acre tract, in part, a distance of 257.12 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of said 1.06 acre tract; THENCE N20°48'30"W, a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the Northwest corner of said 1.06 acre tract, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found bears S69°11'30"W, a distance of 407.71 feet; THENCE, N69°11'30"E, along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.06 acre tract, in part, a distance of 257.19 feet to a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, at the beginning of a tangent curve to the left; THENCE, continuing along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, along said tangent curve to the left, having a radius of 1565.00 feet, a chord bearing of N66°40'10"E, a chord length of 137.74 feet, a delta angle of 05°02'40", an arc length of 137.79 feet to the POINT OF BEGINNING, and containing 2.07 acres (90,000 square feet) of land, more or less. NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, do hereby adopt this plat, designating herein described property as SANGER BUSINESS ADDITION, LOTS 1 & 2, BLOCK A, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: CHUP CORPORATION, INC. BY: ____________________________________________________ Date STATE OF ______________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER:KUMAR MAINALI BY:____________________________________________________ Kumar Mainali Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared KUMAR MAINALI, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER:RAMESH SAPKOTA OWNER:____________________________________________________ Ramesh Sapkota Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared RAMESH SAPKOTA, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas W.E.Water Easement D.E.Drainage Easement N 1" = 40' 0 4020 Buried Cable Sign Sanitary Manhole Telecommunications Riser Telecommunications Vault Temporary Benchmark TxDOT Manhole ///Edge of Asphalt Concrete POC Point of CommencingFM 455 SABLE CREEK BLVD IR I D I A N L N WILLOW ST 5 T H S T I- 3 5 E DUCK CREEK RD SITE SANGER APPROVED AND ACCEPTED APPROVED FOR THE PREPARATION OF FINAL PLAT _____________________________________________ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION LOT TABLE LOT NO.ACREAGE SQUARE FOOTAGE 1 2 1.06 46,000 1.01 44,000 OWNER:RF & SONS PROPERTIES, LLC. BY: ____________________________________________________ Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared _______________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER RF & Sons Properties, LLC. 533 Coyote Road Southlake, TX 76092 124 Item 5. 07/17/2024 1019326, 1017128 125 Item 5. Project Narrative Texas Firm # 10194177 Date: May 24, 2024 Plat Type: Preliminary Plat Project Name: Sanger Business Addition Location: FM 455, Sanger, TX 76266 (Tax Parcel ID# 1019326 & 1017128 Acreage: 2.07 Acres Zoning: B-2 Distribution: City of Sanger Preliminary Plat – Lots 1 & 2, Block A, Sanger Business Addition To whom it may concern, Eagle Surveying, LLC has been requested to prepare and submit a Preliminary Plat of the property under Property ID numbers 1019326 and 1017128, located roughly 175 feet West of the intersection of FM 455 (Chapman Drive) and Sable Creek Boulevard fronting FM 455. The purpose of this plat is to create two (2) lots of record from two (2) existing tracts of land for commercial purposes. If there are any questions or concerns, please don’t hesitate to contact me. Thank you, Brad Eubanks, SIT Platting Manager Eagle Surveying, LLC 940-222-3009 brad@eaglesurveying.com 126 Item 5. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 07/29/24 1st REVIEW COMMENTS – Preliminary Plat – Sanger Business Add. The request is for a Preliminary Plat of Sanger Business Addition, being approximately 2.07 acres in the JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, and RUEBEN BEBEE SURVEY, ABSTRACT NO. 29, prepared by Eagle Surveying, submitted on 07/17/24. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Signature bar for P&Z says Final Plat. 2. Show existing sewer, and water mains. 3. Show location of fire hydrants. 4. Layout of lot, showing setbacks. 5. Show utility easements. Informational Comments 1. The property is within the City of Sanger. 2. The Preliminary Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, August 12, 2024, and the City Council meeting on Monday, September 3, 2024. 127 Item 5. July 29, 2024 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Sanger Business Addition Preliminary Plat -Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Preliminary Plat for Sanger Business Addition. The submittal was prepared by Eagle Surveying and was received July 18, 2024. We have completed our review and offer the following comments: Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Please address all flood study comments provided in a separate letter. Preliminary Plat Comments 1. Reconcile discrepancies between the plat map and metes and bound description. 2. Revise the preliminary plat approval block to match formatting outline in ordinance 10.104(c)(16). 3. Show building setbacks per ordinance 10.104(c)(11)(G). 4. Per ordinance dimension the ROW and show width from the Centerline. 5. Per ordinance 10.104(c)(14) Submittals for preliminary plats shall include plans, documents, and information adequate for the review of the provision of public improvements to the properties involved. This includes but is not limited to streets, water service, wastewater service, If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, Jamie Akomer, PE, PMP HALFF Firm No. 0312 Attachments: Plat markups 128 Item 5. C L C L C L C L C L 3 0 . 2 ' CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL C L C L C L C L C L C L C L C L S A B L E C R E E K B O U L E V A R D 8 0 ' R I G H T O F W A Y C A B . W , P G . 3 6 9 , P . R . D . C . T . REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 1.10 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2023-10065 O.R.D.C.T. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182757.0 E:2375660.9 ELEV:664.6' 6 7 8 6 7 7 6 7 6 6 7 5 67 4 6 7 3 6 7 2 67 1 670 6 7 0 6 6 9 6 6 8 6 6 7 66 6 673 6 7 2 6 7 1 6 7 0 6 6 9 6 6 8 674 6 7 3 67 5 6 7 6 677 678 679 680 6 7 4 6 7 3 6 7 2 6 7 1 6 7 0 66 9 66 8 1/2" CAPPED IRON ROD "EAGLE CONTROL" N:7182741.5 E:2376360.8 ELEV:678.7' TBM MAG NAIL N:7183206.0 E:2376365.1 ELEV:681.2' LOT 1 BLOCK A 1.06 ACRES 46,000 SQ. FT. LOT 2 BLOCK A 1.01 ACRES 44,000 SQ. FT. CALLED 1.01 ACRES RF & SONS PROPERTIES, LLC. DOC. NO. 2024-34930 O.R.D.C.T. CALLED 1.06 ACRES CHUP CORPORATION, INC., KUMAR MAINALI, AND RAMESH SAPKOTA DOC. NO. 2023-45774 O.R.D.C.T. FARM T O M A R K E T R O A D N O . 4 5 5 VARIA B L E W I D T H R I G H T O F W A Y SSMH-RIM=676.9' FL-12"PVC=664.7' (NE) FL-12"PVC=664.6' (SW) SSMH-RIM=670.1' FL-12"PVC=662.8' (NE) FL-12"PVC=662.8' (SW) POB COSERV ELECTRIC EASEMENT DOCUMENT NO. 2018-82696, O.R.D.C.T. DRAI N A G E E A S E M E N T UNKN O W N R E C O R D I N G I N F O R M A T I O N AS S C A L E D F R O M P L A T R E C O R D E D I N CAB. W , P G . 3 6 9 , P . R . D . C . T . PARCE L 1 2 4 - 1 . 0 8 5 4 A C R E S STATE O F T E X A S DOCUM E N T N O . 2 0 1 8 - 1 3 1 5 9 9 , O.R.D.C. T . 1/2" CIRF "TXDOT" 1/2" CIRF "TXDOT" 50.24' 206.88 ' S 69°1 1 ' 3 0 " W 2 5 7 . 1 2 ' S 2 5 ° 5 1 ' 0 4 " E 2 2 2 . 3 5 ' N 69°1 1 ' 3 0 " E 2 5 7 . 1 9 ' N 2 0 ° 4 8 ' 3 0 " W 2 2 2 . 3 5 ' CIRS N:7183132.21 E:2376117.55 CIRS N:7182778.45 E:2375829.64 CIRS CIRS CIRS 206.88 ' 50.31' S 2 0 ° 4 8 ' 3 0 " E 2 2 2 . 3 5 ' C1 C2 C3 POC S 77°5 7 ' 1 0 " E 45.34' (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. S 69°1 1 ' 3 0 " W 614.58 '1/2" CIRF "TXDOT" (REMAINDER) CALLED TRACT 2 14.46 ACRES GRANITE INDUSTRIES, LLC DOCUMENT NO. 2021-164636 O.R.D.C.T. ZONED: B-2 ZONED: B-2 ZONED: B-2 ZONED: B-2 4 5 . 0 ' 4 5 . 0 ' PARC E L 1 0 9 - 1 . 4 6 0 8 A C R E S STAT E O F T E X A S DOCU M E N T N O . 2 0 1 8 - 1 2 8 0 6 5 , O.R.D.C . T . TRACT ONE & TRACT TWO GEORGIAN BAY FUNDING, LLC. DOC. NO. 2022-157980 O.R.D.C.T. PARCE L 1 1 1 - 0 . 0 5 3 9 A C R E S STATE O F T E X A S DOCU M E N T N O . 2 0 1 8 - 9 5 6 8 1 , O.R.D.C . T . CURVE TABLE CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 173.24'1565.00'6°20'33"S 60°58'33" W 173.15' C2 157.43'1787.35'5°02'47"S 66°40'14" W 157.38' C3 137.79'1565.00'5°02'40"N 66°40'10" E 137.74' BE - 04/24/2024 1802.021-11 JOB NUMBER DRAWN BY DATE REVISION Denton, TX 76201 940.222.3009 www.eaglesurveying.com TX Firm # 10194177 Eagle Surveying, LLC 222 South Elm Street Suite: 200 PRELIMINARY this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document VICINITY MAP (NOT TO SCALE) PAGE 1 OF 1 PRELIMINARY PLAT SANGER BUSINESS ADDITION LOTS 1 & 2, BLOCK A 2.07 ACRES JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066 REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 CITY OF SANGER, DENTON COUNTY, TEXAS D.R.D.C.T.Deed Records, Denton County, Texas O.R.D.C.T.Official Records, Denton County, Texas CIRS Capped Iron Rod Set CIRF Capped Iron Rod Found IRF Iron Rod Found POB Point of Beginning LEGEND SURVEYOR Eagle Surveying, LLC Contact: Brad Eubanks 222 S. Elm Street, Suite: 200 Denton, TX 76201 (940) 222-3009 OWNER Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota 4007 Stonehaven Drive Colleyville,Texas 76034 (913) 237-4600 1.The purpose of this plat is to create two lots of record from unplatted land. 2.This property is located in Non-shaded Zone "X" as scaled from the F.E.M.A. Flood Insurance Rate Map dated April 18, 2011 and is located in Community Number 480786 as shown on Map Number 48121C0210G. The location of the Flood Zone is approximate, no vertical datum was collected at the time of the survey. For the exact Flood Zone designation, please contact 1-(877) FEMA MAP. 3.The grid coordinates shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 4.Selling a portion of this addition by metes and bounds is a violation of City Ordinance and State Law, and is subject to fines and/or withholding of utilities and building permits. 5.All interior property corners are marked with a 1/2-inch iron rod with a green plastic cap stamped "EAGLE SURVEYING" unless noted otherwise. 6.The bearings shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Datum of 1983 (Adjustment Realization 2011). 7.Building setbacks will be _________ from all lot lines. 8.Water and Sanitary Sewer are provided by the City of Sanger, PO Box 1729, Sanger, TX 76266, 940-458-2571. 9.Electric Service is provided by Sanger Electric Utilities, 202 Railroad Ave., Sanger, TX 76266, 940-458-2064; and Coserv Electric, 7701 S Stemmons Freeway, Corinth, TX 76210, 940-321-7800. 10.Telephone service is provided by Century Link, 902-B W Central Texas Expwy, Ste 201, Killeen, TX 76541, 866-916-9805. 11.All lots comply with the minimum size requirements of the zoning district. 12.This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 13.All common areas, drainage easements, and detention facilities, if any, will be owned and maintained by the HOA/POA. Any common area with in the City's right-of-way will require a facilities agreement to be reviewed and approved by the City. 14.This plat does not alter or remove existing deed restrictions, if any, on this property. 15.Minimum finished floor elevations are at least 2 feet above the 100 year floodplain, if any. 16.This property is zoned Business-2 (B-2). 17.This plat was performed without the benefit of an Abstract of Title or Title Commitment. Research of record documents done by Eagle Surveying was performed for the purpose of determining the boundary of this property and adjoining parcels. Additional record documents may exist and encumber this property. 18.Elevations shown on this plat are based on GPS observations utilizing the AllTerra RTK Network. North American Vertical Datum of 1988 (Geoid 12B). 19.Approximate locations of the Underground Utilities, if shown on this plat, were derived from above ground observations, Utility markings, and/or record documents. No excavation was performed on this site at the time of this survey. For the exact location of the Underground Utilities call 1-800-545-6005. Eagle Surveying, LLC accepts no liability as to the accuracy of the Underground Utilities. GENERAL NOTES OWNER'S CERTIFICATE & DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, are the owners of a 2.07 acre tract of situated in the Reuben Bebee Survey, Abstract Number 29, in the City of Sanger, Denton County, Texas, being all of a called 1.06 acre tract of land conveyed to Chup Corporation, Inc., Kumar Mainali, and Ramesh Sapkota by deed of record in Document Number 2023-45774 of the Official Records of Denton County, Texas, and being all of a called 1.01 acre tract of land conveyed to RF & Sons Properties, LLC by warranty deed with vendor's lien of record in Document Number 2024-34930 of said Official Records, and being more particularly described by metes and bounds, as follows: COMMENCING, at a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the West end of a corner clip at the intersection of the Southeast right-of-way line of Farm to Market Road Number 455 (variable width right-of-way) and the Southwest right-of-way line of Sable Creek Boulevard (80-foot right-of-way), at the beginning of a non-tangent curve to the right being the North corner of a called 1.10 acre tract of land conveyed to RF & Sons Properties, LLC by deed of record in Document Number 2023-10065 of said Official Records, also being a southerly corner of a called 1.0854 acre tract (Parcel 124) conveyed to the State of Texas by deed of record in Document Number 2018-131599, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found at the East end of said corner clip bears S77°57'10"E, a distance of 45.34 feet; THENCE, along the Southeast right-of-way line of Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.10 acre tract, along said non-tangent curve to the right having a radius of 1,565.00 feet, a chord bearing of S60°58'33"w, a chord length of 173.15 feet, a delta angle of 06°20'33", an arc length of 173.24 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the end of said curve and the POINT OF BEGINNING; THENCE, S20°48'30"E, leaving the Southeast right-of-way of said Farm to Market Road Number 455, along the Southwest line of said 1.10 acre tract, being the common Northeast line of said 1.01 acre tract a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at at the Southwest corner of said 1.10 acre tract and the Southeast corner of said 1.01 acre tract, at the beginning of a non-tangent curve to the right; THENCE, in a southwesterly direction, along the Southeast line of said 1.01 acre tract, along a non-tangent curve to the right, having a radius of 1787.35 feet, a chord bearing of S66°40'14"W, a chord length of 157.38 feet, a delta angle of 05°02'47", an arc length of 157.43 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the end of said curve; THENCE, S69°11'30"W, along the Southeast line of said 1.01 acre tract, in part, a distance of 257.12 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set at the Southwest corner of said 1.06 acre tract; THENCE N20°48'30"W, a distance of 222.35 feet to a 1/2 inch iron rod with green plastic cap stamped “EAGLE SURVEYING” set in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the Northwest corner of said 1.06 acre tract, from which a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found bears S69°11'30"W, a distance of 407.71 feet; THENCE, N69°11'30"E, along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.06 acre tract, in part, a distance of 257.19 feet to a 1/2 inch iron rod with orange plastic cap stamped “TxDOT” found in the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, at the beginning of a tangent curve to the left; THENCE, continuing along the Southeast right-of-way line of said Farm to Market Road Number 455, said 1.0854 acre tract, being the common Northwest line of said 1.01 acre tract, along said tangent curve to the left, having a radius of 1565.00 feet, a chord bearing of N66°40'10"E, a chord length of 137.74 feet, a delta angle of 05°02'40", an arc length of 137.79 feet to the POINT OF BEGINNING, and containing 2.07 acres (90,000 square feet) of land, more or less. NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: THAT, CHUP CORPORATION, INC., KUMAR MAINALI, RAMESH SAPKOTA and RF & SONS PROPERTIES, LLC, do hereby adopt this plat, designating herein described property as SANGER BUSINESS ADDITION, LOTS 1 & 2, BLOCK A, an addition to the City of Sanger, Denton County, Texas, and does hereby dedicate to public use forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration therein expressed. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the drainage and utility easements as shown. Said drainage and utility easements being hereby reserved for the mutual use and accommodation of all public utilities desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on the drainage and utility easement and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said drainage and utility easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. OWNER: CHUP CORPORATION, INC. BY: ____________________________________________________ Date STATE OF ______________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared ___________________________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of Texas OWNER:KUMAR MAINALI BY:____________________________________________________ Kumar Mainali Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared KUMAR MAINALI, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER:RAMESH SAPKOTA OWNER:____________________________________________________ Ramesh Sapkota Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared RAMESH SAPKOTA, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ CERTIFICATE OF SURVEYOR STATE OF TEXAS § COUNTY OF DENTON § I, MATTHEW RAABE, Registered Professional Land Surveyor, do hereby certify that this plat was prepared from an actual survey made on the ground and that the monuments shown hereon were found or placed with 1/2-inch iron rods with green plastic caps stamped "EAGLE SURVEYING" under my direction and supervision in accordance with the current provisions of the Texas Administrative Code and the Ordinances of the City of Sanger, Denton County, Texas. ________________________________ Matthew Raabe, R.P.L.S. # 6402 __________________________ Date STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned authority, on this day personally appeared MATTHEW RAABE, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this ________ day of _________________________, 2024. ___________________________________________ Notary Public in and for the State of Texas W.E.Water Easement D.E.Drainage Easement N 1" = 40' 0 4020 Buried Cable Sign Sanitary Manhole Telecommunications Riser Telecommunications Vault Temporary Benchmark TxDOT Manhole ///Edge of Asphalt Concrete POC Point of CommencingFM 455 SABLE CREEK BLVD IR I D I A N L N WILLOW ST 5 T H S T I- 3 5 E DUCK CREEK RD SITE SANGER APPROVED AND ACCEPTED APPROVED FOR THE PREPARATION OF FINAL PLAT _____________________________________________ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION LOT TABLE LOT NO.ACREAGE SQUARE FOOTAGE 1 2 1.06 46,000 1.01 44,000 OWNER:RF & SONS PROPERTIES, LLC. BY: ____________________________________________________ Date STATE OF _____________§ COUNTY OF ____________§ BEFORE ME, the undersigned authority, on this day personally appeared _______________, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF THE OFFICE this _______ day of _______________________, 2024. _______________________________________ Notary Public in and for the State of __________ OWNER RF & Sons Properties, LLC. 533 Coyote Road Southlake, TX 76092 Per ordinance 10.104(c)(14) Submittals for preliminary plats shall include plans, documents, and information adequate for the review of the provision of public improvements to the properties involved. This includes but is not limited to streets, water service, wastewater service, franchise utilities, street lighting, and stormwater detention Show building setbacks per ordinance 10.104(c)(11)(G) "Preliminary Plat for Review purposes only" 10.104(c)(16) Does not match Does not match plan view Final Plat formatting is outlined in ordinance 10.104(d)(10)(W) What is this line denoting? What is this dimension denoting? Provide Existing ROW from the road centerline to the property line 129 Item 5.