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05/20/2024-CC-Agenda Packet-RegularCITY COUNCIL MEETING AGENDA MAY 20, 2024, 6:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE WORK SESSION TO ORDER AND ESTABLISH A QUORUM DISCUSSION ITEMS 1. Overview and Explanation of the 2024 Compensation Study completed by Public Sector Personnel Consultants. OVERVIEW OF ITEMS ON THE REGULAR AGENDA ADJOURN THE WORK SESSION The Regular Meeting will begin following the Work Session but not earlier than 7:00 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Council 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 Council with regard to matters on the agenda will be received at the time the item is considered. The Council is not allowed to converse, deliberate or take action on any matter presented during citizen input. REPORTS Staff Reports are for discussion only. No action may be taken on items listed under this portion of the agenda. 2. Sanger Area Chamber of Commerce update. 3. Annual presentation and overview of the Marketing Department. 4. Presentation from Public Works and Customer Service Departments on water meters. 1 CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Councilmember to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 5. Consideration and possible action on the minutes from the May 6, 2024, meeting. 6. Consideration and possible action on the Preliminary Plat of Sanger High School, being 55.886 acres described as A0029A R. BEEBE TR 64A(PT), 65A, 65(PT)A, and 65B(1) located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. 7. Consideration and possible action on the purchase of Mobile Modular building to house the Fire Department. PUBLIC HEARING ITEMS 8. Consideration and possible action on adopting Ordinance No. 05-09-24 to extend the boundaries of Planned Development (PD 04-11-22) to include 21.17 acres of tract described as A0029A R BEEBE, 65B and rezone said tract from (A) Agricultural to PD Planned Development, and to further amend certain development requirements with the Planned Development, located within the City of Sanger, and generally located south of FM 455 and east of Indian Lane, and to further amend certain requirements within the Planned Development. ACTION ITEMS 9. Consideration and possible action on adopting Ordinance No. 05-09-24 to extend the boundaries of Planned Development (PD 04-11-22) to include 21.17 acres of tract described as A0029A R BEEBE, 65B and rezone said tract from (A) Agricultural to PD Planned Development, and to further amend certain development requirements with the Planned Development, located within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. 10. Consideration and possible action on the Final Plat of lots 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C of Lakeside Estates Addition, being 68.028 acres described as A0790A C. MANCHACA, TR 5A, 6A, and 7A located in the City of Sanger’s ETJ, and generally located on the north side of McReynolds Road approximately 120 feet northeast of the intersection of McReynolds Road and FM 455. 11. Consideration and possible action to electing a Mayor Pro-Tem in accordance with the Charter, Article III, City Council, Section 3.02. 2 FUTURE AGENDA ITEMS The purpose of this item is to allow the Mayor and Councilmembers to bring forward items they wish to discuss at a future meeting, A Councilmember 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 Council or at the call of the Mayor. ADJOURN NOTE: The City Council 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 May 15, 2024, at 3:30 PM. /s/Kelly Edwards Kelly Edwards, City Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 3 CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Donna Green, Director of Marketing and Civic Engagement AGENDA ITEM: Annual presentation and overview of the Marketing Department SUMMARY:  Staff report on Marketing, Civic Engagement, Events, and Public Information FISCAL INFORMATION: Budgeted: NA Amount: $0.00 GL Account: NA NA RECOMMENDED MOTION OR ACTION: ATTACHMENTS: 4 Item 3. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the May 6, 2024, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the minutes from the meeting on May 6, 2024. ATTACHMENTS: City Council minutes 5 Item 5. City Council Minutes 05-06-2024 Page 1 of 3 CITY COUNCIL MEETING MINUTES MAY 06, 2024, 7:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the regular meeting to order at 7:00 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett Councilmember, Place 3 Dennis Dillon Councilmember, Place 4 Allen Chick Councilmember, Place 5 Victor Gann COUNCILMEMBERS ABSENT None STAFF MEMBERS PRESENT: City Manager John Noblitt, Assistant City Manager Alina Ciocan, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Director of Public Works Jim Bolz, Public Works Operations Coordinator Meghann Piercy, Marketing and Civic Engagement Director Donna Green, Library Director Laura Klenke, Electric Director Ronnie Grace, Lt. Justin Lewis, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Bilyeu gave the Invocation. The Pledge of Allegiance was led by Councilmember Gann. CITIZENS COMMENTS No one addressed the Council. 6 Item 5. City Council Minutes 05-06-2024 Page 2 of 3 SPECIAL PRESENTATIONS AND ANNOUNCEMENTS 1. Recognize winners of the 2024 Citywide Art competition. Director Green stated there were sixty-three Artists and ninety-eight pieces of artwork for the competition this year. Winners announced in the following age ranges: Ages 0-4 Bryson Daniells Ages 5-7 Ember Farmer Ages 8-11 Presley and Korbey Onstott Ages 12-17 Jaden Creach Adult Verna White CONSENT AGENDA 2. Consideration and possible action on the minutes from the April 15, 2024, meeting. 3. Consideration and possible action on entering into an Interlocal agreement with the City of Denton for the exchange of one (1) Remote Supervisory PME 9, 600A, 3-phase, pad-mounted, Switchgear and authorizing the City Manager to execute said agreement and all necessary documents. 4. Consideration and possible action on authorizing staff to extend the contract for brush collection and disposal with Republic Services. Mayor Muir removed Item 3 of the consent for additional discussion. Motion to approve Items 2 and 4 made by Councilmember Barrett, Seconded by Councilmember Dillon Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. City Manager Noblitt provided an overview of pricing and lead times for the piece of equipment, the first portion of upgrading the city’s electric distribution system, the dedication of the switchgear, and that the item is reimbursable. Motion to approve Item 3 made by Councilmember Bilyeu, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. 7 Item 5. City Council Minutes 05-06-2024 Page 3 of 3 ACTION ITEMS 5. Consideration and possible action on a contract with Reynolds Asphalt & Construction Co. to perform pavement resurfacing services in an amount not to exceed $796,739.50 and authorize the Mayor or City Manager to execute said contract. Director Bolz provided a presentation and overview of the proposed project. Discussion ensued regarding the resurfacing of roads included in the 2024 budget and the notification of residents prior to beginning the construction along Duck Creek Road. Motion to approve made by Councilmember Barrett, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, Dillon, and Gann. Nays: None Motion passed unanimously. FUTURE AGENDA ITEMS Councilmember Bilyeu requested an overview of the new water meters and the policy for damage/replacement of the utility reading disc placed on the top of the meter box. Councilmembers agreed to meet on May 14, 2024, at 12:00 p.m., noon to canvass the May 4, 2024, General Election results. INFORMATIONAL ITEMS 6. Rider GCR - Rate Filing under Docket No. 10170 - 04-23-2024 ADJOURN There being no further business, Mayor Muir adjourned the meeting at 7:35 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 8 Item 5. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Preliminary Plat of Sanger High School, being 55.886 acres described as A0029A R. BEEBE TR 64A(PT), 65A, 65(PT)A, and 65B(1) located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. SUMMARY:  The applicant proposes to create 1 lot from 4 unplatted tracts to develop on this site.  This site is located on the southeast corner of FM 455 and Indian Lane.  This is the site of the current Sanger High School.  This site currently has the existing Sanger High School, Indian Stadium football field and track, softball field, baseball field, and tennis courts.  The school district is planning to build a new high school on the open land. The current high school will become the middle school.  They will add new parking, locker rooms and concession stand, and move the existing tennis courts.  Planning & Zoning recommended APPROVAL on 2-13-23. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent 9 Item 6. N H IGHLAND DR H E RON DR H E R O N B A Y E C H A P M A N DR S A B L E C R E E K B L V D C H U K A R LN FM 455 W INDIANLN /Project Name: Sanger High SchoolPreliminary PlatProject: 23SANZO N-0006 0 400 800200 Fe et DISCLA IMER:This map wa s g en e ra te d by GI S da ta p ro vid edby the S a ng er GIS De pa rtme nt . Th e City o f Sanger do es n ot gu a ra n te e the c orrec tne ss oraccuracy o f a n y fe a tu re s o n th is ma p. Th ese ma pproducts are fo r illust ra tio n pu rpo se s o n ly an dare not suit ab le fo r site -s pe cific d e cision ma king .GIS dat a is su bje ct to co nst an t cha n ge s, an dmay not b e co mple te , a ccu rat e o r cu rren t.Date: 1/22 /2 02 3 4 :1 9:1 5 P MDoc Name : 2 3 SA NZON-0 00 6 _S an g er Hig h Sch o ol P latCity L imi ts Exhi bi ts SubjectArea 10 Item 6. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) PASSING AT 46.94' MAG NAIL W/ SHINER "ARC RPLS 6484" SET TOP OF NUT = 679.0' BLEACHERS BLEACHERS PRESS BOX 18' X 9.5' 1 STORY WOOD BUILDING 171 SQ. FT. ELEVATOR SHAFT 1 STORY METAL BUILDING 2,280 SQ. FT. 10' X 30.5' 1 STORY METAL BUILDING 305 SQ. FT. PRESS BOX BLEACHERS BLEACHERS BLEACHERS DUGOUT DUGOUT PRESS BOX BLEACHERS DUGOUT DUGOUT BLEACHERS BLEACHERS SSMH RIM = 688.0' 6" PVC (E) FL = 674.3' 6" PVC (S) FL = 674.8' FOOTBALL/TRACK FIELD 44 S P A C E S 38 S P A C E S 38 S P A C E S 33 S P A C E S 33 S P A C E S 25 S P A C E S 12 SPACES 2 H.C. SPACES 10 S P A C E S 2 H . C . S P A C E S 10 S P A C E S 20 S P A C E S 20 S P A C E S 20 S P A C E S 20 S P A C E S 10 S P A C E S 8 S P A C E S A C C E S S A C C E S S A C C E S S BASEBALL FIELD A C C E S S A C C E S S 37. 4 ' ± CON C R E T E PAV E M E N T CON C R E T E PAV E M E N T CON C R E T E PAV E M E N T SOFTBALL FIELD PRACTICE CAGE PRACTICE CAGE 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0HU 0HU 0HU 0HU 0HU 0HU 0HU 2 H.C. SPACES 1 7 S P A C E S 1 9 S P A C E S MAG NAIL W/ SHINER "ARC RPLS 6484" SET PRACTICE CAGE PID: 132465 CALLED 35.000 ACRES SANGER IINDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 662 D.R.D.C.T. IN D I A N L A N E (1 0 0 ' P U B L I C R I G H T - O F - W A Y ) EXISTING TRACK & FIELD APARATUS 255.6' 256.3' 1 4 . 0 ' 327 . 5 ' 340 . 3 ' 188 . 7 ' 146 . 4 ' 137 . 8 ' 137 . 7 ' 61. 5 ' 46. 4 ' 37.6 ' 0.4' UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 671 . 6 ' Z O N E " A " Z O N E " X " Z O N E " X " Z O N E " A " 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" LOT 1, BLOCK 1 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. S 4 5 ° 0 5 ' 5 8 " W 1 4 8 . 0 5 ' S 0 2 ° 3 6 ' 3 3 " W 6 4 3 . 7 2 ' ∆ = 2 7°1 7'2 1", R = 5 5 0 . 0 0 ', L = 2 6 1 . 9 6 ' C H = N 4 8 ° 4 3'5 9 " W 2 5 9 . 4 9 ' ∆ = 1 8 ° 1 9'2 8 ", R = 1, 4 5 0.0 0', L = 4 6 3.7 4' C H = N 5 3 °1 2'5 6" W 4 6 1.7 7' N 4 4 ° 0 2 ' 4 6 " W 1 , 3 7 9 . 0 5 ' 67 5 6 8 0 6 8 5 67 6 677 67 8 6 7 9 6 8 1 6 8 2 6 8 3 6 8 4 6 8 6 686 6 8 6 6 8 7 68 7 68 7 6 8 0 68 5 6 7 7 6 7 7 6 7 8 6 7 9 6 8 1 6 8 2 6 8 3 6 8 4 68 6 67 5 673 6 7 3 6 7 4 6 7 6 6 7 8 678 6 7 5 6 7 4 67 6 67 7 672 67 3 67 5 680 674 676 677 6 7 8 6 7 9 68 1 68 0 68 5 68 1 68 2 68 3 68 4 68 6 687 670670 67 0 670 670 675 68 0 669 67 1 6 7 2 673 674 676 67 7 67 8 679 681 68 2 683 SSMH RIM = 687.1' 10" PVC (N) FL = 671.6' 8" PVC (E) FL = 671.7' 10" PVC (S) FL = 671.8' 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. TOP OF NUT = 683.6' TOP OF NUT = 681.3' PID: 132509 CALLED 23.440 ACRES SANGER IINDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 722 D.R.D.C.T. SSMH RIM = 687.3' 8" PVC (N) FL = 676.2' 6" PVC (E) FL = 676.1' 1/2" CIRS "RPLS 6484" P.O.B. 1/2" CIRF (ILLEGLIBLE) 1/2" IRF (DISTURBED) BRS. N 71°23' W 2.4' FROM CORNER 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" S 56°03'18" W 62.24' (M) N 89°52'12" W 12.12' (M) 100 ' R . O . W . 100 ' R . O . W . 50' B U I L D I N G L I N E 50 ' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 25' 15.0' 16' X 9.5' 1 STORY WOOD BUILDING 152 SQ. FT. 35 . 0 ' 10 0 ' 1 9 S P A C E S 10' X 20' 1 STORY METAL BUILDING 200 SQ. FT. ZONE "A" ZONE "X" ZO N E " A " 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E PROPOSED CONCESSION BUILDING 2,197 SQ.FT. PROPOSED CONCESSION BUILDING 2,197 SQ.FT. 36" RCP FL =670.0' 36" RCP FL =671.0' 68 5 6 8 1 68 2 682 6 8 2 68 3 68 4 675 6 8 0 676 677 678 6 7 9 681 670 6 7 5 68 0 669 671 67 2 673 674 676 6 7 7 6 7 8 67 9 68 1 682 683 680 6 7 7 6 7 8 6 7 9 675 6 8 0 6 8 5 685 6 8 5 6 8 5 6 7 6 6 7 7 67 8 6 7 9 68 1 6 8 2 68 3 6 8 3 6 8 4 6 8 4 6 8 6 686 68 6 6 8 7 68 7 6 8 6 6 8 7 M A T C H L I N E S E E S H E E T 2 0 60 120 SCALE: 1" = 60' VICINITY MAP (Not to Scale) SITE PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY E C H A M P I O N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. P R E L I M INA R Y P R ELIMI N A R Y PRELIMINARY Date: 03/15/2023 Sheet: 1 of 6Drawn: CM Checked: ARC Scale: 1" = 60' PRELIMINARY PLAT SANGER HIGH SCHOOL LOT 1, BLOCK 1 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10194203 4521 FM 2181, #230-484 CORINTH, TX. 76210 (469)850-CPLS(2757) acrowley@crowleysurveying.com = FEMA FLOOD LINE 0HU = UTILITY VAULT = UTILITY METER = UTILITY BOX = UTILITY RISER = UTILITY MANHOLE = UTILITY MARKER SIGN = UTILITY POLE = GUY ANCHOR = LIGHT POLE = TRANSFORMER = ELECTRIC VAULT = ELECTRIC METER = ELECTRIC BOX = ELECTRIC JUNCTION BOX = ELECTRIC RISER = ELECTRIC MANHOLE = ELECTRIC MARKER SIGN = CATV VAULT = CATV BOX = CATV RISER = CATV MANHOLE = CATV MARKER SIGN = FIBER OPTIC VAULT = FIBER OPTIC BOX = FIBER OPTIC RISER = FIBER OPTIC MANHOLE = FIBER OPTIC MARKER SIGN = GAS VALVE = GAS METER = GAS MANHOLE = GAS MARKER SIGN = SANITARY SEWER MANHOLE = SEWER CLEAN OUT = STORM SEWER MANHOLE = GRATE INLET = CURB INLET = DRAIN INLET = IRRIGATION CONTROL VALVE = TELEPHONE VAULT = TELEPHONE BOX = TELEPHONE RISER = TELEPHONE MANHOLE = TELEPHONE MARKER SIGN = TRAFFIC SIGNAL POLE = TRAFFIC SIGNAL BOX = TRAFFIC SIGNAL VAULT = FIRE HYDRANT = FIRE RISER = FIRE DEPARTMENT CONNECTION = WATER VALVE = WATER METER = WATER VAULT = WATER MANHOLE = WATER MARKER SIGN = WATER CONNECTION = MONITORING WELL = GREASE TRAP = VENT PIPE = AIR CONDITIONER = MAILBOX = GROUND LIGHT = BOLLARD = GATE MOTOR = KEY PAD = PARKING METER = PET WASTE CONTAINER = SIGN = DOUBLE POST SIGN = HANDICAP PARKING = FLAG POLE = RAILROAD CROSSING = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = R.O.W. MONUMENT = CONCRETE = WALL = PARKING STRIPE = CALCULATED CALL = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CABLE TELEVISION = ELECTRIC = FIBER OPTIC = GAS = SANITARY SEWER = STORM SEWER = TELEPHONE = WATER = COVERED AREA = TRASH ENCLOSURE = LANDSCAPE AREA = BUILDING HEIGHT LOCATION = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE = CHAIN LINK FENCE = WOOD FENCE = WIRE FENCE = IRON FENCE = CONTOUR ELEVATION = OVERHEAD UTILITY LINE (C) (R) (M) R.O.W. P.O.B. P.O.C. CATV E FO G SAN STM T W COV TE LS BHL LEGEND 680 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com 11 Item 6. REMAINDER OF A CALLED 84.5014 ACRE TRACT SANGER TOWN CENTER LLC DOCUMENT NO. 2017-48301 O.R.D.C.T. REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. TXDOT DEDICATION R.O.W. (0.9948 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. FM 4 5 5 W (VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) TXDOT DEDICATION R.O.W. ( 0.0886 ACRES) DOCUMENT NO. 2018-113529 O.R.D.C.T. 1/2" CIRF "TXDOT" MAG NAIL SET IN ROCK 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" 1 STORY WOOD BUILDING 2,871 SQ. FT. GENERATOR BM#1 "X" CUT SET IN CONCRETE ELEV. = 686.27' METAL STAND ON STEEL POSTS L=62.8' 2 STORY CONCRETE BUILDING 144,864 SQ. FT. BIKE RACK TOP OF NUT = 679.7' TOP OF NUT = 679.0' TOP OF NUT = 683.0' GOAL POST 1 STORY CONCRETE BUILDING 1,650 SQ. FT. TOP OF NUT = 681.7' SSMH RIM = 688.0' 6" PVC (E) FL = 674.3' 6" PVC (S) FL = 674.8' SSMH RIM = 685.0' (UNABLE TO OPEN) SSMH RIM = 684.2' 6" PVC (E) FL = 674.5' 6" PVC (S) FL = 674.6' 6" PVC (W) FL = 674.4' SSMH RIM = 682.9' (UNABLE TO OPEN) SSMH RIM = 680.9' 6" PVC (N) FL = 674.5' 6" PVC (SE) FL = 674.6' CURB INLET = 680.3' 36" RCP (E) FL =672.2' 6" PVC (NW) FL = 673.3' 16" PVC FL = 677.9' TENNIS COURTS 44 S P A C E S 37 S P A C E S 5 H . C . S P A C E S 38 S P A C E S 38 S P A C E S 33 S P A C E S 33 S P A C E S 25 S P A C E S 10 S P A C E S 2 H . C . S P A C E S 10 S P A C E S 6 H . C S P A C E S 11 S P A C E S 19 S P A C E S 20 S P A C E S 21 S P A C E S A C C E S S A C C E S S 4 4 . 9 ' ± ASPHALT P A V E M E N T 3 S P A C E S CON C R E T E PAV E M E N T CON C R E T E PAV E M E N T CON C R E T E PAV E M E N T 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U EXISTING TRACK & FIELD APARATUS TRACK & FIELD APARATUS TRACK & FIELD APARATUS PASSING AT 231.51; 5/8" CIRF "TXDOT" 1 6 0 . 3 ' 1 6 1 . 0 ' 3 4 3 . 1 ' 3 3 6 . 5 ' 70.5 ' 31 . 2 ' 429.5' 428.7' 58. 0 ' 398.7' 398.1' 37.6 ' 1 9 0 . 1 ' 1.0' 0.6' N 02°41'47" E 19.72' (M) UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 0.2' 1/2" CIRS "RPLS 6484" 1/2" CIRF "OCJ COWAN & ASSOC" PID: 1012179 CALLED 3.728 ACRES SANGER INDEPENDENT SCHOOL DISTRICT DOC. # 2022-160016 O.P.R.D.C.T. PID: 1012743 CALLED 0.772 ACRE SANGER IINDEPENDENT SCHOOL DISTRICT DOC. # 2022-160017 O.P.R.D.C.T. 1/2" IRF S 0 2 ° 3 6 ' 3 3 " W 5 9 5 . 7 7 ' S 87°23'27" E 150.00' S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' N 44°02'46" W 12.74' (M) N 4 5 ° 5 7 ' 1 4 " E 2 9 0 . 0 2 ' S 43°49'38" E 10.75' (M) N 4 5 ° 5 7 ' 0 3 " E 2 9 1 . 5 6 ' ∆=4 0 °1 7 '0 6 ",R =1 ,9 3 0 .0 0 ',L =1 3 5 6 .9 9 ' C H =N 6 6 °0 5 '1 0 "E 1 3 2 9 .2 1 ' 685 685 69 0 695 700 705 6 8 6 68 7 68 8 68 9 69 1 692 693 69 4 696 697 698 699 701 702 703 704 705 69 0 6 8 7 6 8 8 68 9 69 1 69 2 680 6 7 8 6 7 9 68 1 68 2 683 682 683 68 4 685 682 683 683 683 684 686 685 69 0 69 5 7 0 0 705 68 3 68 4 686 68 7 68 8 68 9 69 1 6 9 2 69 3 69 4 6 9 6 69 7 69 8 6 9 9 7 0 1 70270370 4 7 0 6 7 0 7 708 709 68 0 68 0 68 1 6 8 1 68 2 68 3 68 4 681 681 695 700 705 710 710 692 693 694 69 6 697 698 699 701 70 2 70 3 70 4 706 707 708 709 711 711 712 712 713 70 6 707 690 695 689691 692 693 694 689 689 6 8 8 68 8 68 8 68 8 68 8 6 8 8 687 688 68 6 687 6 8 8 6 8 5 682 68 3 68 4 686 68 5 68 1 6 8 2 683 68 4 68 4 68 4 6 8 4 68 4 68 4 6 8 4 68 6 68 0 685 681 68 2 683 684 686 6 8 6 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. TOP OF NUT = 683.6' I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . PID: 132465 CALLED 35.000 ACRES SANGER IINDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 662 D.R.D.C.T. PID: 132509 CALLED 23.440 ACRES SANGER IINDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 722 D.R.D.C.T. 5 0 ' 5 0 ' B U I L D I N G L I N E 50' 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 50' B U I L D I N G L I N E 5 0 ' 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIELD HOUSE FFE: 681.50' 34,334 SQ.FT. PROPOSED FIELD HOUSE FFE: 681.50' 34,334 SQ.FT. LOT 1, BLOCK 1 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' TXDOT DEDICATION R.O.W. (1.1476 ACRES) DOCUMENT NO. 2019-14514 O.R.D.C.T. 5/8" CIRF "TXDOT" APPROXIMATE LOCATION DRAINAGE EASEMENT DOCUMENT NO. 2018-32665 3 0 . 6 ± A S P H A L T P A V E M E N T N 45°57'03" E 18.42' (M) CONC. CULVERT WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. TENNIS COURTS WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. /// /// // / // / 1 STORY WOOD BUILDING 252 SQ. FT. 12" PVC FL = 677.0' PROPOSED FIRE HYDRANT 2 STORY CONCRETE BUILDING 6,810 SQ. FT. PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED SIDEWALK 50' B U I L D I N G L I N E PROPOSED FIRE HYDRANT CON C R E T E PAV E M E N T ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " PROPOSED FIRE HYDRANT 25' 25 ' B U I L D I N G L I N E 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 25.0' 15.0' 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 15.0' 68 5 68 2 682 68 3 68 4 6 8 0 678 6 7 9 681 68 2 68 0 685 6 8 5 68 1 682 683 684 686 686 685 69 0 69 0 6 9 5 69 5 695 695 70 0 7 0 0 7 0 5 7 0 5 686 68 7 6 8 7 6 8 8 6 8 8 6 8 9 6 8 9 69 1 691 69 1 69 1 69 2 692 6 9 2 69 2 693 693 693 6 9 4 694 694 69 4 696 69 6 6 9 7 69 7 69 8 6 9 8 699 6 9 9 70 1 70 1 70 2 70 2 70 3 7 0 3 70 4 7 0 4 7 0 6 7 0 6 70 7 707707 7 0 7 7 0 8 70 8 685 69 0 69 5 700 70 5 68 4 686 68 7 688 689 69 1 692 69 3 69 4 696 69 7 69 8 69 9 70 1 702 703 704 M A T C H L I N E S E E S H E E T 1 0 80 160 SCALE: 1" = 80' PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = R.O.W. MONUMENT = SANITARY SEWER MANHOLE = STORM SEWER MANHOLE = MANHOLE = CALCULATED CALL = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE = FEMA FLOOD LINE (C) (R) (M) R.O.W. P.O.B. P.O.C. LEGEND VICINITY MAP (Not to Scale) SITE E C H A M P I O N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER 0HU = UTILITY VAULT = UTILITY METER = UTILITY BOX = UTILITY RISER = UTILITY MANHOLE = UTILITY MARKER SIGN = UTILITY POLE = GUY ANCHOR = LIGHT POLE = TRANSFORMER = ELECTRIC VAULT = ELECTRIC METER = ELECTRIC BOX = ELECTRIC JUNCTION BOX = ELECTRIC RISER = ELECTRIC MANHOLE = ELECTRIC MARKER SIGN = CATV VAULT = CATV BOX = CATV RISER = CATV MANHOLE = CATV MARKER SIGN = FIBER OPTIC VAULT = FIBER OPTIC BOX = FIBER OPTIC RISER = FIBER OPTIC MANHOLE = FIBER OPTIC MARKER SIGN = GAS VALVE = GAS METER = GAS MANHOLE = GAS MARKER SIGN = SANITARY SEWER MANHOLE = SEWER CLEAN OUT = STORM SEWER MANHOLE = GRATE INLET = CURB INLET = DRAIN INLET = IRRIGATION CONTROL VALVE = TELEPHONE VAULT = TELEPHONE BOX = TELEPHONE RISER = TELEPHONE MANHOLE = TELEPHONE MARKER SIGN = TRAFFIC SIGNAL POLE = TRAFFIC SIGNAL BOX = TRAFFIC SIGNAL VAULT = FIRE HYDRANT = FIRE RISER = FIRE DEPARTMENT CONNECTION = WATER VALVE = WATER METER = WATER VAULT = WATER MANHOLE = WATER MARKER SIGN = WATER CONNECTION = MONITORING WELL = GREASE TRAP = VENT PIPE = AIR CONDITIONER = MAILBOX = GROUND LIGHT = BOLLARD = GATE MOTOR = KEY PAD = PARKING METER = PET WASTE CONTAINER = SIGN = DOUBLE POST SIGN = HANDICAP PARKING = FLAG POLE = RAILROAD CROSSING = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = R.O.W. MONUMENT = CONCRETE = WALL = PARKING STRIPE = CALCULATED CALL = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CABLE TELEVISION = ELECTRIC = FIBER OPTIC = GAS = SANITARY SEWER = STORM SEWER = TELEPHONE = WATER = COVERED AREA = TRASH ENCLOSURE = LANDSCAPE AREA = BUILDING HEIGHT LOCATION = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE = CHAIN LINK FENCE = WOOD FENCE = WIRE FENCE = IRON FENCE = CONTOUR ELEVATION = OVERHEAD UTILITY LINE (C) (R) (M) R.O.W. P.O.B. P.O.C. CATV E FO G SAN STM T W COV TE LS BHL LEGEND 680 Date: 03/15/2023 Sheet: 2 of 6Drawn: CM Checked: ARC Scale: 1" = 60' PRELIMINARY PLAT SANGER HIGH SCHOOL LOT 1, BLOCK 1 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10194203 4521 FM 2181, #230-484 CORINTH, TX. 76210 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com 12 Item 6. 671 . 6 ' Z O N E " A " Z O N E " X " Z O N E " X " Z O N E " A " LOT 1, BLOCK 1 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' 67 5 6 8 0 6 8 5 67 6 677 67 8 6 7 9 6 8 1 6 8 2 6 8 3 6 8 4 6 8 6 686 6 8 6 6 8 7 68 7 68 7 6 8 0 68 5 6 7 7 6 7 7 6 7 8 6 7 9 6 8 1 6 8 2 6 8 3 6 8 4 68 6 67 5 673 6 7 3 6 7 4 6 7 6 6 7 8 678 6 7 5 6 7 4 67 6 67 7 672 67 3 67 5 680 674 676 677 6 7 8 6 7 9 68 1 68 0 68 5 68 1 68 2 68 3 68 4 68 6 687 670670 67 0 670 670 675 68 0 669 67 1 6 7 2 673 674 676 67 7 67 8 679 681 68 2 683 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) PROPOSED DETENTION AREA PROPOSED DRAINAGE EASEMENT P R O P O S E D D R A I N A G E E A S E M E N T PR O P O S E D D R A I N A G E E A S E M E N T PR O P O S E D D R A I N A G E E A S E M E N T P R O P O S E D D R A I N A G E E A S E M E N T PROPOSED DRAINAGE EASEMENT ZONE "A" ZONE "X" ZO N E " A " L4 3 L44 L45 L 4 6 L47 L 4 8 L4 9 L50 L5 1 L5 2 L53 L54 L 5 5 L56 L 5 7 L5 8 L5 9 PROPOSED CONCESSION BUILDING 2,197 SQ.FT. PROPOSED CONCESSION BUILDING 2,197 SQ.FT. = UTILITY VAULT = UTILITY METER = UTILITY BOX = UTILITY RISER = UTILITY MANHOLE = UTILITY MARKER SIGN = UTILITY POLE = GUY ANCHOR = LIGHT POLE = TRANSFORMER = ELECTRIC VAULT = ELECTRIC METER = ELECTRIC BOX = ELECTRIC JUNCTION BOX = ELECTRIC RISER = ELECTRIC MANHOLE = ELECTRIC MARKER SIGN = CATV VAULT = CATV BOX = CATV RISER = CATV MANHOLE = CATV MARKER SIGN = FIBER OPTIC VAULT = FIBER OPTIC BOX = FIBER OPTIC RISER = FIBER OPTIC MANHOLE = FIBER OPTIC MARKER SIGN = GAS VALVE = GAS METER = GAS MANHOLE = GAS MARKER SIGN = SANITARY SEWER MANHOLE = SEWER CLEAN OUT = STORM SEWER MANHOLE = GRATE INLET = CURB INLET = DRAIN INLET = IRRIGATION CONTROL VALVE = TELEPHONE VAULT = TELEPHONE BOX = TELEPHONE RISER = TELEPHONE MANHOLE = TELEPHONE MARKER SIGN = TRAFFIC SIGNAL POLE = TRAFFIC SIGNAL BOX = TRAFFIC SIGNAL VAULT = FIRE HYDRANT = FIRE RISER = FIRE DEPARTMENT CONNECTION = WATER VALVE = WATER METER = WATER VAULT = WATER MANHOLE = WATER MARKER SIGN = WATER CONNECTION = MONITORING WELL = GREASE TRAP = VENT PIPE = AIR CONDITIONER = MAILBOX = GROUND LIGHT = BOLLARD = GATE MOTOR = KEY PAD = PARKING METER = PET WASTE CONTAINER = SIGN = DOUBLE POST SIGN = HANDICAP PARKING = FLAG POLE = RAILROAD CROSSING = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = R.O.W. MONUMENT = CONCRETE = WALL = PARKING STRIPE = CALCULATED CALL = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CABLE TELEVISION = ELECTRIC = FIBER OPTIC = GAS = SANITARY SEWER = STORM SEWER = TELEPHONE = WATER = COVERED AREA = TRASH ENCLOSURE = LANDSCAPE AREA = BUILDING HEIGHT LOCATION = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE = CHAIN LINK FENCE = WOOD FENCE = WIRE FENCE = IRON FENCE = CONTOUR ELEVATION = OVERHEAD UTILITY LINE (C) (R) (M) R.O.W. P.O.B. P.O.C. CATV E FO G SAN STM T W COV TE LS BHL LEGEND 680 M A T C H L I N E S E E S H E E T 2 0 60 120 SCALE: 1" = 60' VICINITY MAP (Not to Scale) SITE PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY E C H A M P I O N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. P R E L I M INA R Y P R ELIMI N A R Y PRELIMINARY Date: 03/15/2023 Sheet: 3 of 6Drawn: CM Checked: ARC Scale: 1" = 60' PRELIMINARY PLAT SANGER HIGH SCHOOL LOT 1, BLOCK 1 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10194203 4521 FM 2181, #230-484 CORINTH, TX. 76210 (469)850-CPLS(2757) acrowley@crowleysurveying.com = FEMA FLOOD LINE 0HU Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com 100 . 0 ' R . O . W . I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) PID:132509 CALLED 23.440 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 722 D.R.D.C.T. PID:132465 CALLED 35.000 ACRES SANGER INDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 662 D.R.D.C.T. 5 0 ' B U I L D I N G L I N E 50.0 ' 25 ' B U I L D I N G L I N E 15.0' 25 ' B U I L D I N G L I N E 13 Item 6. FIRE L A N E FIRE L A N E FIRE L A N E FIRE L A N E FIRE L A N E FIRE L A N E FIRE L A N E FIRE LA N E FIRE LA N E FIRE LAN E FIRE LAN E FIRE LAN E FIRE LANE FIRE LANE FIRE LANE F I R E L A N E FI R E L A N E FIR E L A N E FIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANE FIRE L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRE LANEFIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FIRE LANEFIRE LANEFIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FIRE LANE FIRE LANE FIRE L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FIRE L A N E FIRE L A N E FI R E L A N E FIRE L A N E FIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANE FIRE L A N E FI R E L A N E F I R E L A N E FI R E L A N E FIRE L A N E FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE F I R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FIR E L A N E FIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANE FIRE L A N E FIRE LANEFIRE LANE FI R E L A N E FI R E L A N E FIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FIRE LANE FIRE LA N E FIRE LA N E FIRE LA N E FIRE LAN E FIRE LANE FIRE LANE FIRE LANE FIRE LANE F I R E L A N E FI R E L A N E FIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANEFIRE LANE FIRE LANE FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E FI R E L A N E F I R E L A N E F I R E L A N E REMAINDER OF A CALLED 84.5014 ACRE TRACT SANGER TOWN CENTER LLC DOCUMENT NO. 2017-48301 O.R.D.C.T. REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. TXDOT DEDICATION R.O.W. (0.9948 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. TXDOT DEDICATION R.O.W. ( 0.0886 ACRES) DOCUMENT NO. 2018-113529 O.R.D.C.T. 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U 0H U UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. PID: 1012179 CALLED 3.728 ACRES SANGER INDEPENDENT SCHOOL DISTRICT DOC. # 2022-160016 O.P.R.D.C.T. PID: 1012743 CALLED 0.772 ACRE SANGER IINDEPENDENT SCHOOL DISTRICT DOC. # 2022-160017 O.P.R.D.C.T. 685 685 69 0 695 700 705 6 8 6 68 7 68 8 68 9 69 1 692 693 69 4 696 697 698 699 701 702 703 704 705 69 0 6 8 7 6 8 8 68 9 69 1 69 2 680 6 7 8 6 7 9 68 1 68 2 683 682 683 68 4 685 682 683 683 683 684 686 685 69 0 69 5 7 0 0 705 68 3 68 4 686 68 7 68 8 68 9 69 1 6 9 2 69 3 69 4 6 9 6 69 7 69 8 6 9 9 7 0 1 70270370 4 7 0 6 7 0 7 708 709 68 0 68 0 68 1 6 8 1 68 2 68 3 68 4 681 681 695 700 705 710 710 692 693 694 69 6 697 698 699 701 70 2 70 3 70 4 706 707 708 709 711 711 712 712 713 70 6 707 690 695 689691 692 693 694 689 689 6 8 8 68 8 68 8 68 8 68 8 6 8 8 687 688 68 6 687 6 8 8 6 8 5 682 68 3 68 4 686 68 5 68 1 6 8 2 683 68 4 68 4 68 4 6 8 4 68 4 68 4 6 8 4 68 6 68 0 685 681 68 2 683 684 686 6 8 6 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . PID: 132465 CALLED 35.000 ACRES SANGER IINDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 662 D.R.D.C.T. PID: 132509 CALLED 23.440 ACRES SANGER IINDEPENDENT SCHOOL DISTRICT VOLUME 1841, PAGE 722 D.R.D.C.T. 5 0 ' 50' 25' 5 0 ' 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT LOT 1, BLOCK 1 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' TXDOT DEDICATION R.O.W. (1.1476 ACRES) DOCUMENT NO. 2019-14514 O.R.D.C.T. PROP O S E D F M 4 5 5 W EXPAN S I O N (VAR I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) 7 3 . 0 ' PRO P O S E D F M 4 5 5 W E X P A N S I O N (VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) APPROXIMATE LOCATION DRAINAGE EASEMENT DOCUMENT NO. 2018-32665 19 P R O P . SPA C E S 31 P R O P . SPA C E S 23 P R O P . SPA C E S 13 P R O P . SPA C E S 78 P R O P . SPA C E S 75 P R O P . P R O P . S P A C E S 62 P R O P . SPA C E S 6 P R O P . SPA C E S 5 P R O P . SPA C E S 3 P R O P . S P A C E S 8 P R O P . S P A C E S 11 P R O P . S P A C E S 52 PROP. SPACES 49 PROP. SPACES 35 PROP. SPACES 2 PROP. H.C. SPACES 74 PROP. SPACES 2 PROP. H.C. SPACES 75 PROP. SPACES 70 PROP. SPACES 13 PROP. SPACES 3 P R O P . S P A C E S 6 P R O P . H . C . S P A C E S 5 PROP. SPACES 6 PROP. H.C. SPACES 33 PROP. SPACES 8 P R O P . SP A C E S 4 P R O P . SP A C E S 9 PROP. SPACES 4 P R O P . SP A C E S 15 P R O P . S P A C E S WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. /// /// // / // / 19 . 5 ' P R O P O S E D F I R E L A N E 20.0' PROPOSED FIRE LANE 20 . 0 ' P R O P O S E D F I R E L A N E PROPOSED FIRE HYDRANT 20.0' PROPOSED FIRE LANE 20 . 0 ' P R O P O S E D F I R E L A N E 4 P R O P . SP A C E S 20 . 0 ' P R O P O S E D F I R E L A N E 20.0' PROPOSED FIRE LANE 2 0 . 0 ' P R O P O S E D F I R E L A N E 20.0' PROPOSED FIRE LANE 2 2 . 0 ' P R O P O S E D F I R E L A N E PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 20.0' PROPOSED FIRE LANE PR O P O S E D S I D E W A L K ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " PROPOSED SIDEWALK PROPOSED FIRE HYDRANT C13 L1 9 C 1 2 C11 C10 L 1 8 L17 L 1 6 C 9 L1 5 C8 L 1 3 L14 L 1 2 L11 C 7 L1 0 C6 L9 L8 C 5 L7 C4 L6 C 3 L5 L4 L3 C2 L2 C1 L1 L32 L3 1 C23L30C22 L2 9 C 2 1 L28 C 2 0 L2 7 C19L26 C 1 8 L2 5 C17 L24 L23 C16 L2 2 C1 5 L21 C14 L20 L34 L35 C 2 6 C27 C 2 4 L3 3 C25 L39C31 L3 8 C 3 0 L37 C29 L3 6 C 2 8 C3 6 L 4 8 C 3 5 C 3 4 L41 C33 L4 0 C 3 2 C37 L42 25' 25.0' 15.0' 15.0' FFE. 689.50 FFE. 688.17 FFE. 686.83 PROPOSED COURTYARD PROPOSED HIGH SCHOOL BUILDING 169,509 SQ.FT. PROPOSED HIGH SCHOOL BUILDING 169,509 SQ.FT. PROPOSED HIGH SCHOOL BUILDING 169,509 SQ.FT. 4 P R O P . S P A C E S 6 P R O P . H . C . S P A C E S FFE. 681.50 FFE. 681.50 PROPOSED CONCESSION BUILDING 2,197 SQ.FT. PROPOSED CONCESSION BUILDING 2,197 SQ.FT. PROPOSED FIELD HOUSE 34,334 SQ.FT. M A T C H L I N E S E E S H E E T 1 0 80 160 SCALE: 1" = 80' PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY (C) (R) (M) R.O.W. P.O.B. P.O.C. LEGEND VICINITY MAP (Not to Scale) SITE E C H A M P I O N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER 0HU = UTILITY VAULT = UTILITY METER = UTILITY BOX = UTILITY RISER = UTILITY MANHOLE = UTILITY MARKER SIGN = UTILITY POLE = GUY ANCHOR = LIGHT POLE = TRANSFORMER = ELECTRIC VAULT = ELECTRIC METER = ELECTRIC BOX = ELECTRIC JUNCTION BOX = ELECTRIC RISER = ELECTRIC MANHOLE = ELECTRIC MARKER SIGN = CATV VAULT = CATV BOX = CATV RISER = CATV MANHOLE = CATV MARKER SIGN = FIBER OPTIC VAULT = FIBER OPTIC BOX = FIBER OPTIC RISER = FIBER OPTIC MANHOLE = FIBER OPTIC MARKER SIGN = GAS VALVE = GAS METER = GAS MANHOLE = GAS MARKER SIGN = SANITARY SEWER MANHOLE = SEWER CLEAN OUT = STORM SEWER MANHOLE = GRATE INLET = CURB INLET = DRAIN INLET = IRRIGATION CONTROL VALVE = TELEPHONE VAULT = TELEPHONE BOX = TELEPHONE RISER = TELEPHONE MANHOLE = TELEPHONE MARKER SIGN = TRAFFIC SIGNAL POLE = TRAFFIC SIGNAL BOX = TRAFFIC SIGNAL VAULT = FIRE HYDRANT = FIRE RISER = FIRE DEPARTMENT CONNECTION = WATER VALVE = WATER METER = WATER VAULT = WATER MANHOLE = WATER MARKER SIGN = WATER CONNECTION = MONITORING WELL = GREASE TRAP = VENT PIPE = AIR CONDITIONER = MAILBOX = GROUND LIGHT = BOLLARD = GATE MOTOR = KEY PAD = PARKING METER = PET WASTE CONTAINER = SIGN = DOUBLE POST SIGN = HANDICAP PARKING = FLAG POLE = RAILROAD CROSSING = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = R.O.W. MONUMENT = CONCRETE = WALL = PARKING STRIPE = CALCULATED CALL = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CABLE TELEVISION = ELECTRIC = FIBER OPTIC = GAS = SANITARY SEWER = STORM SEWER = TELEPHONE = WATER = COVERED AREA = TRASH ENCLOSURE = LANDSCAPE AREA = BUILDING HEIGHT LOCATION = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE = CHAIN LINK FENCE = WOOD FENCE = WIRE FENCE = IRON FENCE = CONTOUR ELEVATION = OVERHEAD UTILITY LINE (C) (R) (M) R.O.W. P.O.B. P.O.C. CATV E FO G SAN STM T W COV TE LS BHL LEGEND 680 = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = R.O.W. MONUMENT = SANITARY SEWER MANHOLE = STORM SEWER MANHOLE = MANHOLE = CALCULATED CALL = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE = FEMA FLOOD LINE Date: 03/15/2023 Sheet: 4 of 6Drawn: CM Checked: ARC Scale: 1" = 60' PRELIMINARY PLAT SANGER HIGH SCHOOL LOT 1, BLOCK 1 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10194203 4521 FM 2181, #230-484 CORINTH, TX. 76210 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com 50' FRON T B U I L D I N G S E T B A C K L I N E 50' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 14 Item 6. LINE TABLE LINE #BEARING DISTANCE LINE TABLE LINE #BEARING DISTANCE LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH CURVE TABLE CURVE # C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY VICINITY MAP (Not to Scale) SITE E C H A M P I O N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 03/15/2023 Sheet: 5 of 6Drawn: CM Checked: ARC Scale: 1" = 60' PRELIMINARY PLAT SANGER HIGH SCHOOL LOT 1, BLOCK 1 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10194203 4521 FM 2181, #230-484 CORINTH, TX. 76210 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com 15 Item 6. PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY VICINITY MAP (Not to Scale) SITE E C H A M P I O N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER OWNER'S ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS COUNTY OF DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE R. BEBEE SURVEY, ABSTRACT NUMBER 29, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 55.886 acre tract of land in the R. Bebee Survey, Abstract No. 29, Denton County, Texas and being the remainder of a called 35.000 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 662 of the Deed Records of said county, being the remainder of a called 23.440 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 722 of said Deed Records, being all of a called 3.728 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of the Official Public Records of said county, and being all of a called 0.772 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of said Official Public Records and said 55.886 acre tract of land being more particularly described as follows: BEGINNING at a 1/2 inch iron rebar with a cap stamped “Trope” found for the southeast corner of said 35.000 acre tract, the southwest corner of said 3.728 acre tract and in the west line of a called 24.900 acre tract of land described in a Warranty Deed to Marion Hills Apartments, LLC, recorded in Document No. 2017-48293 of the Official Public Records of said county; THENCE North 89°52'12” West, with the south line of said 35.000 acre tract, a distance of 12.09 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in the northeast right-of-way line of Indian Lane, a 100 foot wide public right-of-way, and the beginning of a non-tangent curve to the left, with a radius of 550.00 feet and a chord which bears North 48°43'59” West, a distance of 259.49 feet, from which a 1/2 inch iron rebar (disturbed) bears North 71°23' West, a distance of 2.4 feet from said corner; THENCE with the northeast right-of-way line of said Indian Trail, the following courses and distances; Along said curve to the left, with a central angle of 27°17'21” and an arc length of 261.96 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 1,450.00 feet and a chord which bears North 53°12'56” West, a distance of 461.77 feet; Along said curve to the right, with a central angle of 18°19'28” and an arc length of 463.74 feet to a mag nail with a shiner stamped “ARC RPLS 6484” set for corner; North 44°02'46” West, passing at a distance of 46.94 feet, a mag nail with a shiner stamped “ARC RPLS 6484” set for the common corner of said 35.000 acre tract and said 23.440 acre tract, in all, a total distance of 1,379.05 feet to a mag nail set in a rock at the intersection of said northeast right-of-way line of said Indian Lane and the southeast right-of-way line of Farm to Market 455 West (FM 455 W), a variable width public right-of-way; THENCE with the southeast right-of-way of said FM 455 W, the following courses and distances; North 45°57'03” East, a distance of 18.42 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 44°02'46” West, a distance of 12.74 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 45°57'14” East, a distance of 290.02 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; South 43°49'38” East, a distance of 10.75 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found corner; North 45°57'03” East, passing at a distance of 231.51 feet, to a 5/8 inch iron rebar with a cap stamped “TXDOT” found, in all, a total distance of 291.56 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the beginning of a curve to the right, with a radius of 1,930.00 feet and a chord which bears North 66°05'03” East, a distance of 1,329.09 feet; Along said curve to the right, with a central angle of 40°16'52” and an arc length of 1,356.86 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner in the west line of a called 84.5014 acre tract of land described in a Warranty Deed to Sanger Town Center LLC, recorded in Document No. 2017-48301 of said Official Public Records, from which a 1/2 inch iron rebar found bears North 02°41'47” East, a distance of 19.71 feet; THENCE South 02°36'33” West, with the common line of said 35.000 acre tract and said 85.5014 acre tract, a distance of 595.78 feet to a 1/2 inch iron rebar with a cap stamped “OCJ Cowan & Assoc” found for the northwest corner of said 0.772 acre tract; THENCE South 87°23'27” East, with the north line of said 0.772 acre tract, a distance of 150.00 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, with the east line of said 0.772 acre tract and the east line of said 3.728 acre tract, a distance of 1,013.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 45°05'58” West, continuing with said east line of the 3.728 acre tract, a distance of 148.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, continuing with said east line of the 3.728 acre tract, a distance of 643.72 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of said 3.728 acre tract; THENCE South 56°03'18” West, with the southeast line of sa 3.728 acre tract, a distance of 62.24 feet to the POINT OF BEGINNING and containing 55.886 acres (2,434,412 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Sanger High School, an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this _____________ day of __________, 20_____. ________________________________, owner ________________________________, Title and Company (if applicable) State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known tome to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Given under my hand and seal of office this _____________ day of __________, 20_____. _____________________________________________ Notary Public in and for the State of Texas NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 North Central Zone (4202) as per GPS observations. 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, and resides in Flood Zone "A", being a special flood hazard area subject to inundation by the 1% annual chance flood and does nor have a determined base flood elevation, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 55.764 acres. 11.The subject property has a total of 503 existing parking spaces (488 regular and 15 handicap). There are 813 more proposed parking spaces (791 regular and 22 handicap). City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED FOR PREPARATION OF FINAL PLAT ________________________________________________________ City of Sanger, TX Date Planning & Zoning Commission APPROVED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by ________________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies TITLE INFORMATION: PERMANENT 15' WATERLINE EASEMENT VOLUME 4863, PAGE 01573 CITY OF SANGER PLOTTABLE, AS SHOWN UTILITY EASEMENT DOCUMENT #2018-32665 NORTEX COMMUNICATIONS COMPANY PLOTTABLE, AS SHOWN PERPETUAL WATER LINE EASEMENT DOCUMENT #2006-120223 THE CITY OF SANGER PLOTTABLE, AS SHOWN EASEMENT VOLUME 339, PAGE 131 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT FOREVER TO ENTER UPON THE PROPERTY, WITHIN A RIGHT OF WAY NOT EXCEEDING 2 FEET IN WIDTH, TO CONSTRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, REPAIR, REMOVE, RELOCATE AND RECONSTRUCT, UPON, ALONG, ACROSS, OVER AND UNDER PROPERTY, A LINE OR LINES FOR THE TRANSMISSION OR DISTRIBUTION OF ELECTRIC ENERGY. BLANKET EASEMENT VOLUME 339, PAGE 132 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT TO PLACE, CONSTRUCT, OPERATE, REPAIR, MAINTAIN, RELOCATE AND REPLACE THEREON AND IN OR UPON ALL STREETS, ROADS OR HIGHWAYS ABUTTING SAID LAND, AN ELECTRIC TRANSMISSION OR DISTRIBUTION LINE OR SYSTEM, INCLUDING THE RIGHT TO CUT AND TRIM TREES TO THE EXTENT NECESSARY TO KEEP THEM CLEAR OF SAID ELECTRIC LINE OR SYSTEM AND TO CUT DOWN FROM TIME TO TIME ALL DEAD, WEAK, LEANING OR DANGEROUS TRESS THAT ARE TALL ENOUGH TO STRIKE THE WIRES IN FALLING. BLANKET Date: 03/15/2023 Sheet: 6 of 6Drawn: CM Checked: ARC Scale: 1" = 60' PRELIMINARY PLAT SANGER HIGH SCHOOL LOT 1, BLOCK 1 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10194203 4521 FM 2181, #230-484 CORINTH, TX. 76210 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com 16 Item 6. To whom it may concern, I am writing to express my intent to prepare a subdivision plat for the property located at 100 Indian Lane (Sanger ISD – Sanger High School). The proposed subdivision will create ONE new lot from unplatted acreage and will comply with all local zoning and land use regulations. I would like to request that the plat be reviewed by your organization as soon as possible, and I am available to answer any questions or provide additional information as needed. I look forward to working with you to bring this project to fruition. Sincerely, Anthony Crowley Crowley Surveying RPLS #6484 Contact information: Surveyor: Anthony Crowley Crowley Surveying 4251 FM2181 #230-484 Corinth, TX 76210 469-850-2757 Owner: Sanger ISD 601 Elm St Sanger, TX 76266 940-458-7438 17 Item 6. 18 Item 6. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Casey Welborn, Assistant Fire Chief AGENDA ITEM: Consideration and possible action on the purchase of Mobile Modular building to house the Fire Department. SUMMARY: FISCAL INFORMATION: Budgeted: Yes Amount: $460,988.05 GL Account: 24-6140 RECOMMENDED MOTION OR ACTION: Staff recommends approval ATTACHMENTS: Buy Board Agreement Mobile Modular Quote and Agreement 19 Item 7. v.02.01.2021 January 24, 2024 Sent Via Email: ashley.puerto@mobilemodular.com ashley puerto Mobile Modular Management Corporation 4445 E Sam Houston Pkwy S Pasadena, TX 77505 Welcome to BuyBoard! Re: Notice of The Local Government Purchasing Cooperative Contract Award; Proposal Invitation No. 732- 24, Modular Buildings, Classrooms, and Relocation Services Congratulations, The Local Government Purchasing Cooperative (Cooperative) has awarded your company a BuyBoard® contract based on the above-referenced Proposal Invitation. The contract is effective for an initial one-year term of April 1, 2024 through March 31, 2025, and may be subject to two possible one- year renewals. Please refer to the Proposal Invitation for the contract documents, including the General Terms and Conditions of the Contract. To review the items your company has been awarded, please review Proposal Tabulation No. 732-24 at: www.buyboard.com/vendor. Only items marked as awarded to your company are included in this contract award, and only those awarded items may be sold through the BuyBoard contract. All sales must comply with the contract terms and must be at or below the awarded pricing as set forth in the General Terms and Conditions. The contract will be posted on the BuyBoard website as an online electronic catalog(s). You are reminded that, in accordance with the General Terms and Conditions, all purchase orders must be processed through the BuyBoard. Except as expressly authorized in writing by the Cooperative’s administrator, you are not authorized to process a purchase order received directly from a Cooperative member that has not been processed through the BuyBoard or provided to the Cooperative. If you receive a purchase order directly from a Cooperative member that you have reason to believe has not been received by the Cooperative or processed through the BuyBoard, you must promptly forward a copy of the purchase order by email to info@buyboard.com. A list of Cooperative members is available on the buyboard.com website. Once the contract is active, the BuyBoard vendor relations staff will be contacting you to assist with the resources available and to provide any support you may need as an awarded BuyBoard vendor. On behalf of the Cooperative, we appreciate your interest in the Cooperative and we are looking forward to your participation in the program. If you have any questions, feel free contact me at bids@buyboard.com. Sincerely, Stacy Finn, Bid Analyst Texas Association of School Boards, Inc., Administrator for The Local Government Purchasing Cooperative 20 Item 7. Page 1 of 6 Quote # Q-442820 5/7/2024 2:56:15 PM a Division of McGrath RentCorp Corporate Headquarters 5700 Las Positas Rd Livermore, CA 94551 925-606-9000 www.mgrc.com Sale Quotation and Agreement Quote # Q-442820 Date of Quote 05/07/2024 Quote Expiration Date: 06/02/2024 Estimate Del Date 05/03/2024 Buyer PO#: Buyer Name and Billing Address Site Information Seller Name City of Sanger (“Buyer”) 200 Elm Street Sanger, TX 76266 David Pennington Phone #: (940) 458-7595 David Pennington 103 Bolivar Street Sanger, TX 76266 Cell: (940) 458-7595 Mobile Modular Management Corporation a Division of McGrath RentCorp ("Seller") Questions? Contact: Megan Poore megan.poore@mobilemodular.com Direct Phone: (214) 304-1682 Equipment and Accessories Qty Purchase Price Extended Purchase Price Taxable Custom 5 Floor Building (Prepayment Required for Delivery) (Includes 240 LF of Wood Skirting.) 1 $395,620.00 Y Charges Upon Delivery Qty Charge Each Total One Time Taxable Custom 5 Floor Building (Prepayment Required for Delivery) (Includes 240 LF of Wood Skirting.) Delivery 5 $1,175.00 $5,875.00 Y Block and Level Custom Building 1 $15,000.00 $15,000.00 Y Installation, Ramp Custom Plan (Build ADA Compliant Treated Wood: (2) 6’x 5’ Decks, (2) 5’x5’ Sets of steps, and (1) 5’x30’ Ramp.) 1 $9,360.00 $9,360.00 Y Total Estimated Charges Subtotal $425,855.00 Taxes $0.00 Total Charges (including tax) $425,855.00 Special Notes Block/Level: Price assumes building is installed using Mobile Modular standard foundation. Mobile Modular assumes installation on the minimum foundation design criteria/tolerances. For DSA buildings, it is assumed building will be installed on the minimum amount of foundation lumber per the applicable DSA approved stockpile drawings and site will not exceed 4-1/2" out of level. Additional material and labor charges apply for installing buildings above minimum foundation design criteria, raising buildings to meet specific finish floor elevations, raising building level to adjacent buildings, landings, walkways, transitions, etc. Tie-downs: Quantity and price may vary based on seismic source factor and site conditions. Patch and repair of site after removal is not included and is the responsibility of the Customer. Alternative non-penetrating seismic system is available for an additional charge. Wet-stamped engineering available for an additional charge. General: Customer's site must be dry, compacted, level and accessible by normal truck delivery. Pricing does not include any clearing or grading of sites, obstruction removal, site or final building clean up , any asphalt transitions, dolly, crane, forklift, electrical or plumbing connections, window coverings, furniture, casework, appliances, doorstops, phone or data lines, gutters, downspouts or tie-in, temporary power, temporary fencing, traffic control, flagmen, soil and/or pull test, custom engineering, fees associated with inspections, city or county submittals and/or use permits, security screens, door bars and any item not specifically listed as being included. Skirting: Skirting installation & removal is not included unless otherwise noted. When included, it is non-structural, non-fire rated and cosmetic only. Skirting pricing assumes a level site. Skirting Finish Floor Height: Skirting prices are based on 32" Finished Floor Height. 21 Item 7. Page 2 of 6 Quote # Q-442820 5/7/2024 2:56:15 PM a Division of McGrath RentCorp Corporate Headquarters 5700 Las Positas Rd Livermore, CA 94551 925-606-9000 www.mgrc.com Sale Quotation and Agreement Quote # Q-442820 Date of Quote 05/07/2024 Quote Expiration Date: 06/02/2024 Estimate Del Date 05/03/2024 Buyer PO#: Quote Based on Mobile Modular Standard Unit: Does not include permits, utility hook ups, site work, office equipment, furniture, coffee/water service, cleaning service, phone/internet service. Quote only includes items specifically listed on quote. If additional equipment is needed to set building, there will be an additional cost. Customer Dumpster Responsibility: Customer is responsible for supplying a dumpster for debris removal for the installation and/or dismantle of the modular building(s). Buildings containing a restroom(s): Restrooms are not self-contained. Manifolds are not included and must be assembled and connected by others. Water & sewer stub-out locations may vary. Paper & soap dispensers, sanitary and trash receptacles are not provided. Ramps: Site conditions may affect ramp configuration and cost. Customer is responsible for transition from end of ramp to grade and for extended or custom rails, if needed. Ramp skirting is available for an additional charge. Final cost determined after acceptance for ADA Compliance. Site Installation Requirements: Prior to delivery, Customer shall mark the four corners where the building is to be placed on the site/pad location, and shall also mark the locations of door(s) and ramp(s). Should special handling be required to position, install, or remove the modular building on Customer's site due to site conditions/constraints and/or obstructions, Customer will be responsible for additional charges. Additional rolling charges may be applicable as site conditions necessitate. Site Plan Review: Mobile Modular is not responsible for review and verification of Customer's site plans, civil plans, soils tests/survey's, etc. It is the responsibility of the Customer to ensure the site plans and site conditions meet applicable codes and governing body approvals. This includes, but is not limited to, ensuring the building pad/site allows for standard delivery and installation based on the minimum foundation design tolerances as per applicable approved stockpile drawings/foundation design. Delivery Date: Delivery date will not be confirmed until Mobile Modular receives and approves the signed Agreement and all credit conditions have been met. Delivery of Equipment: Customer is responsible for selecting a suitable site and directing Mobile Modular on exact placement/orientation of the Equipment. Customer shall physically mark the site/pad to indicate corner locations for Equipment placement. Additional Information • Quote is valid for 30 days. • Buyer’s site must be dry, compacted, level and accessible by normal truck delivery. Costs to dolly, crane, forklift, etc. will be paid by Buyer. Unless noted, prices do not include permits, stairs, foundation systems, temporary power, skirting, engineering, taxes or utility hookups. • Subject to equipment availability. Unless noted, equipment and related furnishings, finishes, accessories and appliances provided are previously leased and materials, dimensions, and specifications vary. Detailed specifications may be available upon reque st. • This transaction is subject to prior credit approval • Down Payment required upon execution of agreement. • Sales Tax will be calculated based on the tax rate at the time of invoicing. • Unless otherwise noted, prices do not include prevailing wages, Davis-Bacon wages, or other special or certified wages. 22 Item 7. Page 3 of 6 Quote # Q-442820 5/7/2024 2:56:15 PM a Division of McGrath RentCorp Corporate Headquarters 5700 Las Positas Rd Livermore, CA 94551 925-606-9000 www.mgrc.com Sale Quotation and Agreement Quote # Q-442820 Date of Quote 05/07/2024 Quote Expiration Date: 06/02/2024 Estimate Del Date 05/03/2024 Buyer PO#: This Sale Quotation and Agreement is entered into by and between Seller and Buyer effective as of the date signed by Buyer. This Sale Quotation and Agreement includes the terms and conditions set forth in the following two documents (collectively, the “Agreement”), each of which is incorporated herein by this reference: 1. Sale Terms and Conditions attached hereto; and 2. Supplemental Sale Terms and Conditions located at (https://www.mobilemodular.com/contractterms), as the same may be updated from time to time in the sole and absolute discretion of Lessor. By signing below, Seller: (1) acknowledges and agrees that it has received, read and understands the terms of this Agreement and agrees to be bound by the terms of this Agreement, including prices and specifications, and (2) instructs Seller to make appropriate arrangements for the preparation and delivery of the Equipment identified herein. This Agreement may be executed in one or more counterparts (including through the use of electronic signatures), each of which shall be deemed an original a nd all of which shall constitute one and the same Agreement. Upon execution of this Agreement, Seller shall generate a Sale Agreement Number, which shall be referenced on all Seller invoices. No document provided by Buyer including, without limitation, Buyer’s purchase orders, work orders, bills of lading, or forms for receipt or acknowledgment or authorization (“Buyer Forms”), nor the terms and conditions associated with such Buyer Forms, shall amend, modify, supplement, waive, or release any term or condition of this Agreement even if such Buyer Forms are signed by an agent or representative of Seller. The terms and conditions of this Agreement shall prevail over any Buyer Forms, and any inconsistent or additional terms and conditions in Buyer Forms shall be deemed void ab initio and of no force or effect. The individuals signing this Agreement affirm that they are duly authorized to execute this Agreement by and on behalf of the parties hereto. SELLER: BUYER: Mobile Modular Management Corporation a Division of McGrath RentCorp City of Sanger Signature: /InternalSigner/ Signature: /CustomerSigner/ Name: /InternalSignerName/ Name: /CustomerSignerName/ Title: /InternalSignerTitle/ Title: /CustomerSignerTitle/ Date: /InternalDateSigned/ Date: /CustomerDateSigned/ 23 Item 7. Page 4 of 6 Quote # Q-442820 5/7/2024 2:56:15 PM a Division of McGrath RentCorp Corporate Headquarters 5700 Las Positas Rd Livermore, CA 94551 925-606-9000 www.mgrc.com Sale Quotation and Agreement Quote # Q-442820 Date of Quote 05/07/2024 Quote Expiration Date: 06/02/2024 Estimate Del Date 05/03/2024 Buyer PO#: SALE TERMS AND CONDITIONS 1. SALE. Seller sells to Buyer, and Buyer purchases from Seller, the equipment listed on the Agreement hereto (“Equipment”) on the terms and conditions set forth herein. This Agreement constitutes a separate and independent sale (a “Sale”) of the Equipment specified in the Agreement. 2. TIME PAYMENT; TITLE RETENTION. (a) PURCHASE PRICE. The aggregate amount of the purchase price (the “Purchase Price”) is set forth in the Agreement. Unless otherwise specified in writing, Buyer agrees to pay Seller twenty five percent (25%) of the Purchase Price upon execution of the Agreem ent; sixty five percent (65%) no fewer than two days prior to the scheduled delivery date; and the remaining ten percent (10%) within thirty (30) days of substantial completion (substantial completion does not include punch list items). In addition to the Purchase Price, Buyer shall pay such charges as are attributable to circumstances related to the delivery, drop-off and relocation of Equipment. (b) TITLE/RETENTION. Title to the Equipment shall not pass to Buyer before the entire Purchase Price has been paid to Seller. Upon Seller’s receipt of payment in full of the Purchase Price, title to the Equipment shall transfer to Buyer, free and clear of all encumbrances arising by or through Seller. All payments due from Buyer pursuant to the terms of the Agreement shall be made without any abatement or set off of any kind, arising from any cause. 2. CANCELLATION. All sales are final and non-refundable upon delivery of the Equipment to Buyer’s site location. Any requests to cancel or reschedule orders prior to delivery may or may not be accepted in Seller’s sole discretion and must be agreed upon by Seller in writing. Without waiving any of its rights, Seller is entitled to recover its costs incurred and profits lost as a result of Buyer’s cancellation or rescheduling of an order. A cancellation fee may be assessed against Buyer. In no event shall such fee exceed the full value of the Agreement. If Buyer has made down payment(s) to Seller prior to cancellation and the cancellation fee is less than the amount(s) already paid, Seller shall deduct the amount of the cancellation fee from any refund that may be owed to Buyer. If down payment amount(s) already made are less than the cancellation fee, Seller shall apply the full down payment amount(s) to the payment of the cancellation fee and Buyer will pay the remaining ca ncellation fee balance within ten (10) business days after receiving written notice of the balance due. If no down payment has been made by Buyer at the time of cancellation, Buyer shall pay to Seller the entire cancellation balance within ten (10) business days of receipt of writte n notice from Seller stating the cancellation fee balance that is due. 3. DELIVERY AND PLACEMENT OF EQUIPMENT. Seller agrees to deliver the Equipment to the site location listed on the Agreement (the “Site”). Buyer warrants and represents that it has exercised due diligence and care in selecting a suitable site for the Equipment, shall clearly mark the site of placement and shall direct Seller on exact placement and orientation of the Equipment. Upon request from Buy er and for an additional fee, Seller will perform a site visit and make recommendations on placement as it relates to site accessibility and layout. Buyer further warrants that the Site will have (1) safe access free from encumbrances; (2) a level pad, which is hereby defined as having no greater than a 4- inch drop in 40 feet (length) and no greater than a 1-inch drop in 8 feet (width); and (3) adequate soil bearing pressure of not less than 1500 psf, except in the state of Florida, where the minimum soil bearing pressure is 2000 psf. Following delivery, Seller will remove all Seller-owned Equipment such as plywood, tools, etc. prior to or at the time of building acceptance. Buyer is responsible for all necessary permits, utility hookups, and Site preparation. 4. INSPECTION AND ACCEPTANCE. Following delivery and setup of the Equipment, Buyer shall inspect the Equipment within forty-eight (48) hours of substantial completion and provide immediate written notice to Seller specifying defects, if any, which Buyer observes. If Buyer fails to provide such notice within four (4) days following substantial completion of the project, it shall be conclusively presumed between Buyer and Seller that Buyer has inspected the Equipment and that all Equipment is in conformance with the Agreement and has been accepted by Buyer. 5. BUYER AGREEMENTS. Buyer agrees that Seller may insert in the Agreement, the serial number and other identification data relating to the Equipment when ascertained by Seller. 6. LOSS OR DAMAGE. All risk of loss or damage to the Equipment shall transfer to Buyer upon delivery of the Equipment to the site location. Buyer agrees to indemnify and hold Seller harmless from any loss resulting from the theft, destruction or damage to the Equipment. The cost of any required repairs shall be borne by Buyer. Any loss of or damage to the Equipment shall not alleviate Buyer’s obligation to pay Seller any remaining balance of the Purchase Price existing at the time of the loss. 7. INSURANCE. Upon delivery of the Equipment and until Buyer has paid for the Equipment in full, Buyer shall provide, maintain, and pay all premiums for property insurance covering the loss, theft, destruction, or damage to the Equipment in an amount not less than the full replacement value and will name Seller as loss payee of the proceeds, unless Buyer has paid Seller the entire purchase price in full prior to the scheduled delivery of the Equipment. This coverage will extend to all property of Seller located at the delivery site during the installation. Upon receipt of the proceeds of any insurance, Seller will refund to Buyer any amounts in excess of the balance due Seller by the Buyer in fulfilling the obligations specified herein. Notwithstanding the above, Buyer shall also provide, maintain, and pay all premiums for general liability insurance in the amount of $1,000,000.00 (one million dollars) and name Seller as an additional insured. All insurance shall be with a company having an A.M. Best rating of A- or better, and shall not be subject to cancellation without thirty (30) days prior written notice to Seller. Buyer shall deliver to Seller insurance certificates, or evidence of insurance proving the existence of policies meeting the above requirements, upon execu tion of the Agreement. Seller may require Buyer’s insurance carrier to be licensed to do business in the state where the Equipment is being sold. Buyer’s obligation to provide said insurance will cease once Equipment has been paid for in full and pursuant to Section 2. 24 Item 7. Page 5 of 6 Quote # Q-442820 5/7/2024 2:56:15 PM a Division of McGrath RentCorp Corporate Headquarters 5700 Las Positas Rd Livermore, CA 94551 925-606-9000 www.mgrc.com Sale Quotation and Agreement Quote # Q-442820 Date of Quote 05/07/2024 Quote Expiration Date: 06/02/2024 Estimate Del Date 05/03/2024 Buyer PO#: 8. WAIVER AND INDEMNIFICATION. (a) Buyer hereby waives and releases all claims against Seller for (i) loss of or damage to all property, goods, wares and merchandise in, upon or about the Equipment and (ii) injuries to Buyer, Buyer’s agents and third persons. Seller shall not be liable for any consequential, incidental, or special damages of any kind (including, but not limited to damages for loss of use or of profit by Buyer or any other party; or for any collateral damages), whether or not caused or continued by Seller’s negligence or delay, which may result from or arise in connection with the manufacture, delivery, installation, checkout or use of the Equipment or in connection with the services rendered by Seller hereunder. (b) Buyer shall indemnify and hold Seller (and its agents and employees) harmless from and against any and all claims, actions or proceedings and any and all damages, liabilities, losses, costs and expenses (including attorney fees) arising out of or in connection with t he Agreement, including all damages, liabilities, losses, costs and expenses arising from Seller’s negligence. If the foregoing obligation is not enforceable against Buyer under applicable law, Buyer agrees to indemnify and hold Seller harmless from damages, liabilities, losses, costs and expenses to the maximum extent permitted by applicable law. 9. TERMINATION FOLLOWING BREACH. In the event (a) of bankruptcy or insolvency of Buyer, or in the event any proceeding is brought by or against Buyer voluntarily or involuntarily, under the provisions of the Bankruptcy Code of the United States, for the appointment of a receiver or trustee or any assignment for the benefit of creditors of Buyer, or (b) that Buyer fails to make timely payments, or perform any of its other obligations, under the Agreement, and such failure or default is not cured within ten (10) days after written notice of such failure or default is provided by Seller, the Agreement automatically shall be terminated in the case of any event described in clause (a) above an d may be terminated by Seller in the case of any event described in clause (b) above and, upon such termination, full payment pursuant to the terms of the Agreement shall become immediately due and payable from Buyer. In the event of any such breach or termination, Seller shall have all rights provided by law and under the terms and conditions of the Agreement, including but not limited to: repossession and disposal of the Equipment (and, if any personal property shall remain located in the Equipment at such time, Buyer consents to Seller’s possession and disposal or destruction of such personal property without notice or accounting to Buyer) and recovery of attorney’s fees and other reasonable costs and expenses associated with any breach or termination (including any such disposal or destruction), shall be reimbursed by Buyer on demand of Seller. 10. GOVERNING LAW. Buyer and Seller agree that the Agreement shall be governed in all respects by, and interpreted in accordance with the laws of, the State of California, without regard to its conflicts of laws provisions. 11. JURISDICTION. (a) If the law of the State of Maryland or Virginia shall apply to the Agreement, it is agreed that the venue for a legal action relating to the Agreement shall be proper if brought in Alameda County, State of California. Subject to Section 9, the prevailing party shall be entitled to recover reasonable attorneys’ fees and court costs, whether or not the action proceeds to judgment. (b) If the law of any State other than Maryland shall apply to the Agreement, the Federal District Courts located within the State of California shall have non-exclusive jurisdiction over any lawsuit brought by Buyer or Seller as a result of any dispute regarding matters arising in connection with the Agreement. Further, it is agreed that the venue for a legal action relating to the Agreement shall be proper if brought in Alameda County, State of California. Subject to Section 9, the prevailing party shall be entitled to recover reasonable attorneys’ fees and court costs, whether or not the action proceeds to judgment. 12. SELLER’S EXPENSES. Buyer shall pay Seller all costs and expenses, including reasonable attorneys’ fees, incurred by Seller in exercising any of the terms, conditions or provisions of the Agreement. 13. LICENSE AND TRANSFER FEE(S). If so listed on the Agreement, the Purchase Price includes license and/or transfer fees. Buyer will be billed directly by the State for future annual license fees where applicable. 14. COMPLIANCE WITH LAW. Buyer assumes all responsibility for any and all licenses, clearances, permits and other certificates as may be required for Buyer’s lawful operation, use, possession and occupancy of the Equipment. Buyer agrees to fully comply with all laws, rules, regulations and orders of all local, state and federal governmental authorities which in any way relate to the Equipment; and to indemnify and hold Seller harmless from any and all fines, forfeitures, seizures, penalties or other liabilities that may arise from any infringement or violation of any such law, rule, regulation or order. 15. FEDERAL CONTRACTOR. As a federal contractor, Seller’s contracts are subject to the provisions of (i) Executive Order 11246, (41 CFR 60- 1.4); (ii) section 503 of the Rehabilitation Act of 1973, (41 CFR 60-741.5(a); and (iii) section 4212 of the Vietnam Era Veterans Readjustment Act of 1974, (41 CFR 60-300.5(a). Seller shall abide by the requirements of 41 CFR 60-741.5(a) and 41 CFR 60-300.5(a). These regulations prohibit discrimination against qualified individuals on the basis of disability, and qualified protected veterans, and require affirmative action by covered prime contractors and subcontractors to employ and advance in employment qualified individuals with disabilities, and qualified protected veterans. 16. MISCELLANEOUS. (a) MODIFICATIONS AND AMENDMENTS. Representations and warranties made by any person, including agents and representatives of Seller, which are inconsistent or conflict with the terms of the warranty contained in Section 1 of the Incorporated Provisions on the website (including but not limited to the liability of Seller as set forth above) shall not be binding upon Seller unless reduced to writing and approved by 25 Item 7. Page 6 of 6 Quote # Q-442820 5/7/2024 2:56:15 PM a Division of McGrath RentCorp Corporate Headquarters 5700 Las Positas Rd Livermore, CA 94551 925-606-9000 www.mgrc.com Sale Quotation and Agreement Quote # Q-442820 Date of Quote 05/07/2024 Quote Expiration Date: 06/02/2024 Estimate Del Date 05/03/2024 Buyer PO#: an officer of Seller. Notwithstanding the foregoing, from time to time, Buyer or Seller may request modifications to the scope of work hereunder, which at the sole option of the Seller may be accepted and thus alter the final price stipulated herein. These changes in scope will be deemed approved by Buyer when evidence of work performance is presented by Seller. (b) NO WAIVER. Failure of Seller to enforce any term or condition of the Agreement shall not constitute waiver of any rights stipulated herein, nor shall it in any manner affect the rights of Seller to enforce any of the provisions stated herein. Waiver by Seller of any provision of the Agreement shall be valid only as provided in subsection (a) above and only with respect to the specific matter to which such waiver relates. (c) If the law of the State of North Carolina shall apply to the Agreement, the does not constitute a “construction contract” or otherwise relate to the improvement of real estate or the design, planning, construction, alteration, repair or maintenance of a building, structure or appurtenance. 17. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement between Seller and Buyer regarding the subject matter hereof. If any part of the Agreement is found to be invalid or illegal, Buyer and Seller agree that only the invalid or illegal portion of the Agreement will be eliminated. Sale Terms and Conditions, Rev12/12/16 26 Item 7. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA TEM: Consideration and possible action on adopting Ordinance No. 05-09-24 to extend the boundaries of Planned Development (PD 04-11-22) to include 21.17 acres of tract described as A0029A R BEEBE, 65B and rezone said tract from (A) Agricultural to PD Planned Development, and to further amend certain development requirements with the Planned Development, located within the City of Sanger, and generally located south of FM 455 and east of Indian Lane, and to further amend certain requirements within the Planned Development. SUMMARY:  The applicant has acquired additional acreage adjacent to PD 04-11-22  The applicant is proposing to rezone the additional acreage of approximately 21.17 acres from Agricultural (A) to Planned Development (PD).  The applicant has amended some of the language and requirements in PD 04-11-22. Below are the changes the applicant is proposing: o Added language to Community Features to allow metal or wood as accent materials for entry monuments, screening walls, and community signage. Originally was only brick or stone. o Decreased the depth of the cul-de-sac lots from the original 120 feet to 95 feet. The minimum lot square footage still applies. o Decreased Manor Lot housing square footage from minimum 1800 square feet to minimum 1650 square feet. o For Manor Lots increased the maximum total lot count below 2000 square feet from 15% to 20%. o Decreased Garden Lot housing square footage from minimum 1650 square feet to minimum 1500 square feet. o For Garden Lots increased the maximum total lot count below 1650 square feet from 15% to 20%. o Increased maximum height for single family attached from 35 feet to 40 feet. o Added language to single family attached that all dwellings will be either front entry from a public street or rear entry from an alleyway. o In Single Family attached reduced side yard setback adjacent a street on a corner from 20 feet to 10 feet. o Added language for single family attached that end units abutting a common area will have a side yard setback of 5 feet. o Single family attached add language that the minimum rear yard setback for front entry lots shall be 10 feet excluding porches and architectural features and all rear entry lots shall be 20 feet. Porches and architectural features may extend 5 feet into rear setback. o Amended parking text to state 2 parking spaces per unit within required garage and a minimum 20-foot driveway for additional parking beyond the garage. o Added language to single family attached that guest parking will be provide within site at a ratio of 1 space per 4 units. o Added language in Multi-family that the maximum building height shall be 3 stories or 45 feet. 27 Item 8. o In lieu of side yard walls on corner lots requiring the 25% doors and windows they will require minimum 2 windows or doors totaling 25 square feet. Side yard fencing facing residential streets and the adjacent gate return shall be stained cedar board-on-board fencing with a decorative top cap and metal posts with posts and hardware on the internal side of the fence. The fence will be set back a minimum of 10’ and a maximum of 15’. If a window of any size is not installed on the side of the house between the front build line and the fence return, a minimum 3 gallons shrubs at a spacing of 4’ on center will be planted. In addition one 3” caliper eastern read cedar or other evergreen tree species shall be planted at the midpoint between the front build line and fence.  The parkland/open space was increased from 83.78 acres to 86.69.  The dedicated parkland was decreased from 59.7 acres to 38.50 acres.  The Multi-family acreage was decreased from 18.469 acres to 15 acres.  The added 21.17 acreage will increase Garden lots (40’ x110’) from 158 to 299, Manor Lots (50’ x 120’) from 541 to 603, and Estate Lots (60’ x 120’) from 46 to 54. This increases the total lot count from 875 to 1086. Townhomes remained the same at 130 lots.  The trail system increased from 2.56 miles to 3.02 miles.  Altered roadway configuration on concept plan.  Staff mailed out 65 public hearing notices to owners of properties within 200 feet of the subject property and received 4 responses at the time of this report. One in favor and three opposed.  Planning & Zoning recommended APPROVAL on 5-13-24. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 28 Item 8. 56782 56721578395681156724 57842 56791 1013216 56804 58589 20572960165 749109 5860958765 58909 146700 58671 58643 60081 767388 84533 301421 1019326 60206 678884 0 60391 58982 58612 78600 0 749111 60202 1013185 583116 205728 60307 58678 60332 745903 56745 77706 731163 745160284004 60360 58670 1002441 60322 731164 745885 58827 60061 60305 268495 307221 1013134 60045 255193 1012743 132465 711898 60054 675559 750742 529147 132509 745161 648068 750744 270798 201512 733554 281828 179677 307242 270849 281887 681295 768469 165045 331061 297185 307311 172736 98190 60056 675591 675606 307199 336691 653335 60002 675533 80179 527316 60039 270805 60236 559843 60269 59980 209867 978246 559842 172754 281851 281896 307334 172746 281840 60261 732354 59968 310115658074 658071 732351 658077 310116 1017129 340023 658073 732357 340024 267192 205967 189098 267308 189093 122996 267315267316 267311 267191 267193 267279 267309 189105 189099 189100 267313 254193 82888 962916 60286 192635526277 526275 59853 526276 192636267272 246879 84530 274462 96613 80272 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 5/9/2024, 11:36:05 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 29 Item 8. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on adopting Ordinance No. 05-09-24 to extend the boundaries of Planned Development (PD 04-11-22) to include 21.17 acres of tract described as A0029A R BEEBE, 65B and rezone said tract from (A) Agricultural to PD Planned Development, and to further amend certain development requirements with the Planned Development, located within the City of Sanger, and generally located south of FM 455 and east of Indian Lane. SUMMARY:  The applicant has acquired additional acreage adjacent to PD 04-11-22  The applicant is proposing to rezone the additional acreage of approximately 21.17 acres from Agricultural (A) to Planned Development (PD).  The applicant has amended some of the language and requirements in PD 04-11-22. Below are the changes the applicant is proposing: o Added language to Community Features to allow metal or wood as accent materials for entry monuments, screening walls, and community signage. Originally was only brick or stone. o Decreased the depth of the cul-de-sac lots from the original 120 feet to 95 feet. The minimum lot square footage still applies. o Decreased Manor Lot housing square footage from minimum 1800 square feet to minimum 1650 square feet. o For Manor Lots increased the maximum total lot count below 2000 square feet from 15% to 20%. o Decreased Garden Lot housing square footage from minimum 1650 square feet to minimum 1500 square feet. o For Garden Lots increased the maximum total lot count below 1650 square feet from 15% to 20%. o Increased maximum height for single family attached from 35 feet to 40 feet. o Added language to single family attached that all dwellings will be either front entry from a public street or rear entry from an alleyway. o In Single Family attached reduced side yard setback adjacent a street on a corner from 20 feet to 10 feet. o Added language for single family attached that end units abutting a common area will have a side yard setback of 5 feet. o Single family attached add language that the minimum rear yard setback for front entry lots shall be 10 feet excluding porches and architectural features and all rear entry lots shall be 20 feet. Porches and architectural features may extend 5 feet into rear setback. o Amended parking text to state 2 parking spaces per unit within required garage and a minimum 20-foot driveway for additional parking beyond the garage. o Added language to single family attached that guest parking will be provide within site at a ratio of 1 space per 4 units. o Added language in Multi-family that the maximum building height shall be 3 stories or 45 feet. o In lieu of side yard walls on corner lots requiring the 25% doors and windows they will require minimum 2 windows or doors totaling 25 square feet. Side yard fencing facing 30 Item 9. residential streets and the adjacent gate return shall be stained cedar board-on-board fencing with a decorative top cap and metal posts with posts and hardware on the internal side of the fence. The fence will be set back a minimum of 10’ and a maximum of 15’. If a window of any size is not installed on the side of the house between the front build line and the fence return, a minimum 3 gallons shrubs at a spacing of 4’ on center will be planted. In addition one 3” caliper eastern read cedar or other evergreen tree species shall be planted at the midpoint between the front build line and fence.  The parkland/open space was increased from 83.78 acres to 86.69.  The dedicated parkland was decreased from 59.7 acres to 38.50 acres.  The Multi-family acreage was decreased from 18.469 acres to 15 acres.  The added 21.17 acreage will increase Garden lots (40’ x110’) from 158 to 299, Manor Lots (50’ x 120’) from 541 to 603, and Estate Lots (60’ x 120’) from 46 to 54. This increases the total lot count from 875 to 1086. Townhomes remained the same at 130 lots.  The trail system increased from 2.56 miles to 3.02 miles.  Altered roadway configuration on concept plan.  Staff mailed out 65 public hearing notices to owners of properties within 200 feet of the subject property and received 4 responses at the time of this report. One in favor and three opposed.  Planning & Zoning recommended APPROVAL on 5-13-24. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Ordinance #05-09-24 Application Letter of Intent Original Approved PD Response Form 1 – In Favor Response Form 2 – Opposed Response Form 3 – Opposed Response Form 4 - Opposed 31 Item 9. 56782 56721578395681156724 57842 56791 1013216 56804 58589 20572960165 749109 5860958765 58909 146700 58671 58643 60081 767388 84533 301421 1019326 60206 678884 0 60391 58982 58612 78600 0 749111 60202 1013185 583116 205728 60307 58678 60332 745903 56745 77706 731163 745160284004 60360 58670 1002441 60322 731164 745885 58827 60061 60305 268495 307221 1013134 60045 255193 1012743 132465 711898 60054 675559 750742 529147 132509 745161 648068 750744 270798 201512 733554 281828 179677 307242 270849 281887 681295 768469 165045 331061 297185 307311 172736 98190 60056 675591 675606 307199 336691 653335 60002 675533 80179 527316 60039 270805 60236 559843 60269 59980 209867 978246 559842 172754 281851 281896 307334 172746 281840 60261 732354 59968 310115658074 658071 732351 658077 310116 1017129 340023 658073 732357 340024 267192 205967 189098 267308 189093 122996 267315267316 267311 267191 267193 267279 267309 189105 189099 189100 267313 254193 82888 962916 60286 192635526277 526275 59853 526276 192636267272 246879 84530 274462 96613 80272 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA Parcels 5/9/2024, 11:36:05 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 32 Item 9. Ordinance – 02-03-24 – Lane Ranch PD – Zoning Change Page 1 of 2 CITY OF SANGER, TEXAS ORDINANCE 05-09-24 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, AMENDING THE ZONING MAP BY AMENDING (PD 04-11-22) THE PLANNED DEVELOPMENT DISTRICT CREATED BY ORDINANCE 04-11-22 TO EXTEND THE BOUNDARIES THEREOF TO INCLUDE APPROXIMATELY 21.17 ACRES OF TRACT DESCRIBED AS A0029A R BEEBE, 65B; AND REZONE SAID TRACT FROM (A) AGRICULTURAL TO (PD) PLANNED DEVELOPMENT AND TO FURTHER AMEND CERTAIN DEVELOPMENT REQUIREMENTS WITH THE PLANNED DEVELOPMENT; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE IN ACCORDANCE WITH SECTION 1.109 OF THE CODE OF ORDINANCE FOR VIOLATIONS; AND PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City of Sanger (the “City”) is a home rule municipality regulated by state law and Charter; and WHEREAS, the City Council finds it necessary for the public health, safety, and welfare that development occur in a controlled and orderly manner; and WHEREAS, the Planning and Zoning Commission on January 8, 2024, duly covered and conducted a public hearing for the purpose of assessing a request for amendment to the Zoning Map, recommending approval for the hereinafter described property; and WHEREAS, all requests for amendment to the Zoning Map were duly filed with the City of Sanger, Texas, concerning the hereinafter described property; and WHEREAS, the following provision of proper legal notice requirements, including written notice to owners within 200 feet of the subject property, were made in the time and manner prescribed by law; and WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest of the citizens of Sanger. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That the Planned Development (PD 04-11-22) created by Ordinance 04-11- 22 is hereby amended as follows; 33 Item 9. Ordinance – 02-03-24 – Lane Ranch PD – Zoning Change Page 2 of 2 1. The boundaries of PD 04-11-22 are extended to include approximately 21.17 acres of land described A0029A R BEEBE, 65B and further described by metes and bounds in Exhibit A. 2. That said tract described in Section 1.1 and further described in Exhibit A is rezoned from (A) Agricultural to PD (04-11-22). 3. That certain development provisions are hereby amended as described in Exhibit B. SECTION 2. Except as specifically amended hereby, all provisions of PD 04-11-22 shall remain in full force and effect. SECTION 3. That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 4. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 5. Any person, firm or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in The Code of Ordinances, Section 1.109 General Penalty for Violations of Code. SECTION 6. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 6th day of February 5, 2024. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 34 Item 9. LEGAL DESCRIPTION All that certain lot, tract, or parcel of land, being part of the Rueben Bebee Survey, Abstract No. 29, Denton County, Texas, and being all of that tract of land described in a deed to Hien & Duyet Nguyen recorded in Document No. 2016-27020 Real Property Records of Denton, County, Texas (RPRDCT) and all of that tract of land described in a deed to Dualbond Holdings, LLC recorded in Document No. 2016-27021 (RPRDCT) and all of that tract of land described in a deed to Sanger Town Center LLC recorded in Document No. 2017-48301 (RPRDCT) and a part of that tract od land described in a deed to Marion Hills Apartments, LLC recorded in Document No. 2017-48293 (RPRDCT), being more completely described as follows, to-wit: BEGINNING at 1/2” iron rod set for the southeast corner of the Hien & Duyet Nguyen tract and the north right-of- way line of McReynolds Road; THENCE with the north right-of-way line of McReynolds Road North 87°54'58" West a distance of 1,789.63 feet to a 1/2” iron rod set for the southwest corner of the Hien & Duyet Nguyen tract and the southeast corner of a tract of land described in a deed to Winston Grove Apartments, LLC recorded in Document No. 2018-13037 (RPRDCT); THENCE North 2°23'22" East a distance of 2,526.23 feet to 1/2” iron rod set for the northeast corner of a tract of land described in a deed to Marion Hills Apartments, LLC recorded in Document No. 2017-92008 (RPRDCT); THENCE North 88°13'32" West a distance of 1,325.35 feet to a 2” iron rod found for the northwest corner of the Marion Hills Apartments, LLC; THENCE South 2°25'03" West a distance of 2,504.45 feet to a 1/2” iron rod set for the southwest corner of Lake Ridge Estates, Phase 1 an addition to the City of Sanger recorded in Cabinet V, Page 752 of the Plat Records of Denton County, Texas (PRDCT) and the north right-of-way line of McReynolds Road; THENCE with the north right-of-way line of McReynolds Road North 87°25'44" West a distance of 612.45 feet to a 1/2” iron rod set for the southwest corner of the Sanger Town Center LLC tract and the east right-of-way line of Indian Lane right-of-way recorded in Document No. 2004-145888 (RPRDCT); THENCE with the east right-of-way line of Indian Lane as follows: North 2°15'10" East a distance of 1,935.36 feet to a 1/2” iron rod set for corner; North 5°39'58" East a distance of 200.32 feet to a 1/2” iron rod set for corner; North 2°02'56" East a distance of 24.96 feet to the beginning of a beginning of a curve to the left, having a radius of 550.39 feet, a chord of North 16° 40' 37" West – 354.48 feet, a distance of 360.91 feet to a 1/2” iron rod set for corner in the east line of a tract of land described in a deed to Sanger ISD (herein called Tract 1) recorded in Volume 1841, Page 662 (RPRDCT); THENCE South 88°03'30" East a distance of 21.92 feet to a 1/2” iron rod set for the southwest corner of a tract of land described in a deed to Sanger ISD recorded in Document No. 2022-160016 (RPRDCT); THENCE with the south and east line of the Sanger ISD tract North 56°02'48" East a distance of 62.25 feet to a 1/2” iron rod set for corner; North 02°36'29" East a distance of 643.72 feet to a 1/2” iron rod set for corner; North 45°05'54" East a distance of 148.05 feet to a 1/2” iron rod set for corner; North 02°36'29" East a distance of 1013.28 feet to a 1/2” iron rod set for the northeast corner of a tract of land described in a deed to Sanger ISD recorded in Document No. 2022-160017 (RPRDCT); EXHIBIT A 35 Item 9. THENCE with the north line of the Sanger ISD tract North 87°23'31" West a distance of 150.00 feet to a 1/2” iron rod set for corner in the east line of a tract of land described in a deed to Sanger ISD Tract 1; THENCE with the east line of the Sanger ISD Tract 1 North 2°36'29" East a distance of 616.01 feet to a 1/2” iron rod set for the northeast corner of the Sanger ISD Tract 1 and the northwest corner of the Sanger Town Center LLC and the south right-of-way line of West Chapman Road; THENCE with the south right-of-way line of West Chapman Road and the north line of the Sanger Town Center LLC as follows: South 87°53'26" East a distance of 1,269.90 feet to a1/2” iron rod set for corner; South 88°02'57" East a distance of 500.69 feet to a 1/2” iron rod set for corner; South 87°47'23" East a distance of 2,068.95 feet to a 1/2” iron rod set for the northeast corner of the Dualbond Holdings, LLC Tract and the northwest corner of a tract of land described in a deed to Miller Family Trust recorded in Document No. 94-0089391 (RPRDCT); THENCE with the west line of the Miller Family Trust tract South 2°58'32" West a distance of 1,272.08 feet to a 1/2” iron rod set for corner; THENCE South 2°42'07" West a distance of 3,659.25 feet to the place of beginning, containing 347.329 acres, or 15,129,632 square feet of land. 36 Item 9. 347.329 ACRE LANE RANCH PD SUMMARY Purpose Statement - To amend PD 04-11-22 and establish a quality master planned multi- phase and multiple product residential and commercial community for the property described by metes and bounds on Exhibit “A” (the “Property”) of this PD Ordinance. Development and use of the Property shall comply with the Sanger Zoning Ordinance as it existed on the date of its adoption on August 3, 1987 and subsequent amended (the "The Zoning Ordinance") and this PD ordinance. In the event of a conflict between the Zoning Ordinance and this PD Ordinance, this PD ordinance shall control. PROPOSED USES Single Family (210.499 Acres) Approximately 190.299 acres are proposed as single-family detached uses and 20.20 acres as single family attached (townhome). Business District (50.14 Acres) Approximately 50.14 acres are proposed as local business and retail. Within this area we also anticipate approximately 8 acres of assisted living along with 15 acres of multi-family. Open Space/Floodplain (86.69 Acres) Approximately 86.69 acres of proposed open space, park area and floodplain. COMMUNITY FEATURES The hardscape within the community shall include entry monuments, screening walls and community signage constructed primarily of brick and stone. Wood and metal elements can be used to add interest. Signs shall not be within the sight visibility triangles. A mandatory homeowners association shall be established to own and maintain the private open spaces, common areas and greenbelts; all private landscape improvements; dog parks and dog waste stations, perimeter masonry and tubular steel fencing; entry monuments and signage. The homeowner’s association shall maintain on street parking spaces within a street right-of-way EXHIBIT B 37 Item 9. 2 and any parking spaces located within a common area lot. Private trails and sidewalks shall be constructed within a pedestrian access easement and owned and maintained by the HOA. The 100-year floodplain shall be designated as a public drainage easement within the Public Parkland dedication. Maintenance responsibility shall be identified on the plat using the City of Sanger Standard drainage easement inscription. RESIDENTIAL LAND USES I. Lot Sizes, Setbacks, etc. for Single Family Detached. Except as otherwise provided below, detached single family residences shall comply with Section 53, “R-1” RESIDENTIAL DISTRICT -1 of the Zoning Ordinance, subject to the following changes: A. Minimum Lot Width, Depth, and Size. The Estate Lots: The minimum lot width shall be 60 feet. The minimum lot depth shall be 120 feet. The minimum lot size shall be 7,200 square feet. The Manor Lots: The minimum lot width shall be 50 feet. The minimum lot depth shall be 120 feet. The minimum lot size shall be 6,000 square feet. The Garden Lots: The minimum lot width shall be 40 feet. The minimum lot depth shall be 120 feet. The minimum lot size shall be 4,800 square feet. B. Lot Depths for Cul-de-Sac and Eyebrow Lots. The minimum lot depth for all lots within any proposed residential use along a cul-de-sac or eyebrow may have a reduced lot depth of 95 feet. The lot minimum square footage still applies. C. Minimum House Size. The Estate Lots: The minimum air-conditioned area within each residence shall be 2,250 square feet. The Manor Lots: The minimum air-conditioned area within each residence shall be 1,650 square feet. The Manor Lots shall place a limit of 20% of the total lot count to be below 2,000 square feet. No more than 10% shall be between 1,650 square feet to 1,800 square feet. 38 Item 9. 3 The Garden Lots: The minimum air-conditioned area within each residence shall be 1,500 square feet. Garden Lots shall place a limit of 20% of the total lot count to be below 1,650 square feet. D. Maximum Height. The maximum building height shall be 2 stories or 35 feet. E. Front Yard Setback. The minimum front yard building setback for all lots shall be 25 feet. Front porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the front yard a maximum of five feet. F. Side Yard Setback. The minimum side yard building setback shall be five feet (5’) on each side. A side yard adjacent to a street on a corner lot shall always have a minimum ten-foot (10’) side yard building setback. G. Rear Yard Setback. The minimum rear yard building setback for all lots shall be 20 feet from the rear facade of the residence (excluding porches and projecting architectural features) to the rear lot line. Porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the rear yard a maximum of five feet (5’). H. Maximum Lot Coverage. The maximum lot coverage will be 65% for any residential lot. I. Garages. An enclosed parking area of at least four hundred square feet shall be provided for a garage (this does not count towards the minimum house size). The face of a garage door must be located at least 20 feet from the street right-of-way line that the garage door faces. The garage door does not have to be behind the street facing façade of the house. Split garage doors with a separate door for each vehicle bay are not required. J. Design Elements All residential dwellings will meet the City of Sanger Exterior Façade Design Criteria Manual as adopted on October 7, 2019, except as noted below: 1.3 Garages shall be a minimum of 400 square feet. Any garage facing a public street may not extend more than 15 feet beyond the house front or front porch, whichever is closer. On non-typical lots where site constraints are present, a variance to the maximum 15 feet garage extension beyond house front may be approved by the Director of Development Services or through an alternative façade permit application by the City Council. 39 Item 9. 4 1.4 All walls, except gabled roof areas, which are on the front façade and face a street other than an alley must contain at least 25% of the wall space in windows and doors. The garage door shall count as a “door” towards the 25% requirement. In lieu of side yard walls on corner lots requiring windows and doors comprising of 25% of the wall space, a corner lot shall comply with the following: 1. A side yard wall on a corner lot facing a street shall consist of at least 2 windows or doors totaling 25 square feet in aggregate area. 2. On corner lots, side yard fencing facing residential streets and the adjacent gate return, shall be a stained 6-foot-tall cedar board-on-board fence with a decorative top cap and metal posts. Posts and hardware shall be on the internal side of the fence and not viewed from the public ROW. 3. On corner lots, fencing facing a collector or arterial street shall be a 6-foot masonry wall with columns. 4. On corner lots, front fencing or gates that face a primary street shall be set back from the front façade a minimum of 10 feet but no more than 15 feet. 5. If a window of any size is not installed on the side of a house on a corner lot between the front build line and side yard fence return, shrubs of a minimum of 3 gallons in size shall be planted between front build line and fence return at a spacing of 4 feet on center. In addition, one 3-inch caliper eastern red cedar (Juniperus virginiana), or other evergreen tree species approved by the Director of Development Services, shall be planted at the longitudinal midpoint between the front build line and fence return. II. Lot Sizes, Setbacks, etc. for Single Family Attached. Except as otherwise provided below, attached single family residences shall comply with Section 57, “TH” TOWNHOME RESIDENTIAL DISTRICT of the Zoning Ordinance, subject to the following changes: A. Minimum Lot Width, Depth, and Size. The minimum lot width shall be 22 feet. The minimum lot depth shall be 90 feet. The minimum lot size shall be 1,980 square feet. B. Minimum House Size. The minimum air-conditioned area within each residence shall be 1,300 square feet. C. Maximum Height. The maximum building height shall be 2 stories or 40 feet. D. Driveway/Garage Locations. 40 Item 9. 5 All residential dwellings shall be either front entry from a public street, or rear entry from an alleyway. E. Front Yard Setback. The minimum front yard building setback for all lots shall be 20 feet. Front porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the front yard a maximum of five feet. F. Side Yard Setback. The minimum side yard building setback shall be seven and one-half feet (7.5’) on each side. A side yard adjacent to a street on a corner lot shall always have a minimum ten-foot (10’) side yard building setback. For end dwelling units that abut a common area lot rather than an alley or street right of way, the minimum side yard setback adjacent to the common area lot shall be 5 feet. G. Rear Yard Setback. The minimum rear yard building setback for all front entry lots shall be 10 feet from the rear facade of the residence (excluding porches and projecting architectural features) to the rear lot line. All rear entry lots shall have a 20-foot setback from the garage to the alley right-of-way. Porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the rear yard a maximum of five feet (5’). H. Maximum Lot Coverage. The maximum lot coverage shall not apply to any townhomes. I. Parking. Two off-street parking spaces shall be provided per unit within the required garage. All residential dwellings shall have a minimum 20-foot driveway for additional parking beyond the garage. Guest parking will be provided within the site at a ratio of 1 space per 4 units. J. Design Elements All residential dwellings will meet the City of Sanger Exterior Façade Design Criteria Manual as adopted on October 7, 2019, except as noted below: 1.3 Have attached garages with a minimum of 400 square feet. Any garage facing a public street may not extend more than 15 feet beyond the house front. On non-typical lots where site constraints are present, a variance to the maximum 15 feet garage extension beyond house front may be approved by the Director of Development Services or through an alternative façade permit application by the City Council. 41 Item 9. 6 1.4 All walls, except gabled roof areas, which are on the front façade and face a street other than an alley must contain at least 25% of the wall space in windows and doors. The garage door will count as a “door” towards the 25% requirement. III. Lot Sizes, Setbacks, etc. for Multi-Family. Except as otherwise provided below, Multi-Family residences shall comply with Section 19, “MF-2” MULTI-FAMILY RESIDENTIAL DISTRICT – 2 of the Zoning Ordinance., subject to the following changes: A. Maximum Height. The maximum building height shall be 3 stories or 45 feet. IV. General Conditions. A. For the purposes of determining compliance with the lot width requirements, lot widths shall be measured at the rear of the required front yard setback as shown on the Final Plats. B. Sidewalks may be located outside of the public right-of-way if located within an adjacent open space lot with a pedestrian access easement to provide for meandering sidewalks and trails that may be located within adjacent common area lots or to preserve existing trees along perimeter roads. V. Residential Single Family Detached Landscape Requirements. Except as otherwise provided below, landscape requirements shall comply with Section 48, Landscape Regulations of the Zoning Ordinance, subject to the following changes: The following requirements apply to single family residential development: A. Each single-family residence shall have an irrigation system in the front yard and street corner side yard with a freeze sensor regulator shut off. . B. Each Home lot shall have a minimum of two shade trees that are at least three inches in caliper planted. The trees shall be planted in the front and rear yard. If the lot fronts or sides onto a common area lot, the front yard requirement may be satisfied with the trees located in the adjacent greenspace. No other front yard or side yard tree planting requirement shall apply. C. All required trees shall be selected from a tree list approved during the Home Permitting stage. D. Each Home lot shall have a minimum of twelve (12) shrubs placed in the front yard. Individual shrubs shall be a minimum of three (3) gallons in size when planted. 42 Item 9. 7 VI. Multifamily, Townhome and Non-residential Uses Landscape Requirements. All landscape requirements shall comply with Sections 48.4 and 48.5, Landscape Regulations of the Zoning Ordinance. VII. Parkland/Open Space (86.69 Acres) A. The developer, and its assigns, agree to dedicate approximately 38.50 acres of the total 86.69 acres of open space/floodplain as Public Park property (the “Parkland”) to the City of Sanger. Common areas shall include floodplain, ponds, detention areas, and small open spaces as shown on the Preliminary Park Concept Plan. Small Open Spaces shall be connected with sidewalks to be a comprehensive pedestrian system. Common areas will abut a public street right-of-way in at least one location with a sidewalk connection. The Parkland shall be credited toward the Park Land Dedication requirement. B. A pedestrian circulation system shall be provided that affords connectivity to the entire community and the perimeter of the Property. The pedestrian circulation system shall include concrete trails that are a minimum of six feet in width. Trails in greenbelts will be constructed of concrete and shall connect with the project sidewalks. The pedestrian circulation system may be located on private property with a pedestrian access easement or within the right-of- way. The pedestrian circulation system shall include such items as benches, landscaping, signage, lighting, bike racks, water fountains, trash cans, and doggie waste stations. These items are represented on the Preliminary Park Concept Plan. C. All interior residential street rights-of-way shall be improved with sidewalks that are a minimum of four feet in width and (1) constructed by the homebuilders at the time of adjacent house construction; or (2) constructed by the developer for all non-buildable lots. All sidewalks along Collector and Arterial Road frontages are to be five feet in width. The pedestrian circulation system will replace the required public sidewalk along Lane Ranch Drive as shown on the Preliminary Park Concept Plan. D. The developer, and its assigns, agree to also install additional amenities such as an off-street parking lot, dog park, covered picnic area, playground equipment and fishing docks as shown on the Preliminary Park Concept Plan. The exact number and location of these amenities may change during the final design process. They are generally represented on the Preliminary Park Concept Plan. E. The phasing of the park improvements will coincide with the residential phasing plan and is noted on the overall Preliminary Park Concept Plan. VIII. Fencing Requirements 43 Item 9. 8 A. The developer shall install a perimeter brick or stone screening wall along Major Collector Streets as shown on the Concept Plan. Floodplain, parks, open spaces, right-of- way shall be exempt from the screening requirements in this Section; however, tubular steel fencing may be installed in these areas at the developer's option. B. Homebuilder side yard and back yard fencing on residential lots shall be a maximum of six feet in height and shall be setback a minimum of five feet from the front building line shown on the Detail Plan. C. Fencing on all residential lots abutting an open space lot or greenbelt shall be restricted to tubular steel painted black. No solid fencing other than a brick and/or stone masonry courtyard wall under 42 inches shall be permitted abutting an open space lot or greenbelt; however, landscape borders, including trimmed hedges, are permitted. IX. Street Typology A. Standard curbs will be required adjacent to streets abutting all residential lot types unless otherwise approved by the City’s engineering department. B. Streets fronting open space lots must have standard curbs adjacent to the common area lot. Streets adjacent to common area lots may provide for on-street parking. In addition, the street faces adjacent to open spaces near the flood plain will have a maintenance access location. C. Developer shall work with City to determine the location and number of stop signs within the subdivision and speed limits to facilitate traffic calming and maximize the benefit from the pedestrian system. X. Utilities and Equipment A. Electrical and gas utility meters and AC condensers should be unobtrusively located beyond the front or side street facade zone and screened from view from adjacent streets or common open spaces with landscaping or appropriate fencing. B. Transformers on individual lots should be screened to minimize visual impact. C. Satellite dishes and solar panels should be located in less conspicuous locations and out of view from adjacent streets or common open spaces when possible. D. Antennas should be located inside the building when possible. E. Solar panels, when visible from the front, should be flush with the roof. F. All public utility easements (PUE) shall be a minimum of 15 feet in width. All franchise utility easements (FUE) shall be a minimum of 10 feet in width. 44 Item 9. 9 XI. Refuse Locations A. Refuse containers should be stored within an enclosed storage area, fenced, or walled to be screened from view from adjacent streets or common open spaces. Landscaping could also be added as a screening measure. XII. Home Variety A. Detached home designs with the same or similar facade, materials, or colors should be separated by a minimum of three lots on the same side of the street and should not be located directly across or diagonally across the street from each other. B. If a detached home plan is repeated on an adjacent lot, it should be elevated with a different architectural style or two of the following three elevation changes - brick color, roof color, or flipped plan. BUSINESS DISTRICT USES Except as otherwise provided below, commercial uses shall comply with Section 23, “B-2” Business District - 2 of the Zoning Ordinance, subject to the following changes: 1. A 15-acre multi-family site will be allowed. The base zoning for this tract will be “MF- 2” Multi-Family Residential District - 2 at 20 units per gross acre. See Section III for other changes to the MF-2 base zoning category. 2. Self-Storage facilities may be allowed by SUP approval. 3. Boat storage facilities may be allowed by SUP approval. 4. The building height for a pitched roof building shall be a maximum of 45 feet. 5. The front, rear, and side building setbacks adjacent to any internal street shall be a minimum of 15 feet. 6. Any mechanical equipment including roof top equipment shall be screened from residential districts either by fencing, landscaping, or rooftop screening as applicable. 45 Item 9. 46 Item 9. 47 Item 9. 48 Item 9. 49 Item 9. 50 Item 9. 51 Item 9. 52 Item 9. 53 Item 9. 54 Item 9. 55 Item 9. 56 Item 9. 57 Item 9. 58 Item 9. 59 Item 9. 60 Item 9. 61 Item 9. 62 Item 9. 63 Item 9. 64 Item 9. 65 Item 9. 66 Item 9. 67 Item 9. 68 Item 9. 69 Item 9. 70 Item 9. 71 Item 9. 72 Item 9. 73 Item 9. 74 Item 9. 75 Item 9. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of lots 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C of Lakeside Estates Addition, being 68.028 acres described as A0790A C. MANCHACA, TR 5A, 6A, and 7A located in the City of Sanger’s ETJ, and generally located on the north side of McReynolds Road approximately 120 feet northeast of the intersection of McReynolds Road and FM 455. SUMMARY:  The applicant is proposing to create 23 single-family lots and 3 open-space lots.  The lots will range in size from 2.0 acres to 3.08 acres.  The properties will be served with on-site septic and a well for water.  There is one existing house currently located on the site.  The property is located in the City of Sanger ETJ.  Planning & Zoning recommended APPROVAL with the condition all comments were satisfied prior to City Council approval. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL base on the condition attached comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments Drainage Comments 76 Item 10. 750730 750735 750729 167619 132517 746928 746922 746926 746924 0 59267 562094 528565 528567 59228 266029 216872 59245 530283 528568 528569 268911 698572 528571 528566 285221 59228 59206 Denton CAD Web Map Parcels Roads 7/6/2023, 11:42:59 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 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. 77 Item 10. DHALIWAL PARTNERS, LTD. DOC.# 2009-95156 O.P.R.D.C.T. DHALIWAL PARTNERS, LTD. DOC.# 2009-95156 O.P.R.D.C.T. "TRACT 1" ROGER HENNEN & WIFE, CONNIE HENNEN DOC.# 2008-11301 O.P.R.D.C.T. "TRACT 2" ROGER HENNEN & WIFE, CONNIE HENNEN DOC.# 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC.# 2020-10250 O.P.R.D.C.T. NICHOLAS DEMORE & CATHARINE DEMORE DOC.# 2016-161119 O.P.R.D.C.T. CAUBLE ENTERPRISES VOL. 694, PG. 577 D.R.D.C.T. LOT 2R, BLOCK A O'DELL ADDITION DOC.# 2019-71, P.R.D.C.T. LOT 1R1, BLOCK A O'DELL ADDITION DOC.# 2019-71, P.R.D.C.T. LOT 1, BLOCK A SBRC ADDITION DOC.# 2019-72, P.R.D.C.T. SBRC PROPERTIES, LLC DOC.# 2014-91283 O.P.R.D.C.T. LOT 1R, BLOCK A SADAU ADDITION DOC.# 2013-10 P.R.D.C.T. LOT 2R, BLOCK A SADAU ADDITION DOC.# 2010-82 P.R.D.C.T. LOT 3R, BLOCK A SADAU ADDITION DOC.# 2010-82 P.R.D.C.T. LOT 4, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 5, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 6, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 7, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LO T 8 , B L O C K A SA D A U A D D I T I O N CA B . X , S L I D E 9 5 9 P. R . D . C . T . LO T 9 , B L O C K A SA D A U A D D I T I O N CA B . X , S L I D E 9 5 9 P. R . D . C . T . UNITED STATES OF AMERICA LAKE RAY ROBERTS U.S.A. FEE TRACT 147 VOL. 5, PG. 727, U.S. COURT MINUTES AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T. N 0 1 ° 2 3 ' 1 3 " W 2 1 5 4 . 8 0 ' N89°48'23"W 547.06' S88°52'40"W 91.01'S72°31'56"W 228.19' N13°45'44"W 98.90' N88°41'53"E 666.82' N 0 0 ° 3 7 ' 3 7 " W 4 5 6 . 9 4 ' N88°53'46"E 1104.96'N88°56'51"E 706.65'N88°20'48"E 650.68' S11°58'16"E 167.26' S61°06'38"E 201.89' S 3 2 ° 2 4 ' 3 3 " E 6 9 6 . 7 1 ' S12°23'06"W 283.05' S88°45'17"W 508.83' S01°14'43"E 1529.72' S88°40'15"W 60.05' N01°14'54"W 1529.52' S88°41'03"W 579.63' S 0 1 ° 1 3 ' 4 3 " E 5 0 8 . 7 5 ' S 0 1 ° 1 7 ' 5 2 " E 1 0 1 9 . 7 1 ' S88°08'46"W 60.00' N 0 1 ° 1 7 ' 5 2 " W 1 5 2 8 . 4 5 ' S88°08'48"W 742.21' N 0 1 ° 1 7 ' 5 2 " W 5 5 7 . 9 0 ' S88°08'48"W 743.08' S 0 1 ° 2 3 ' 1 3 " E 2 0 0 1 . 6 7 ' S46°33'46"E 84.59' S88°15'42"W 120.00' MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) ASPHALT PAVEMENT F.M. 455 (NO ROW DOCUMENT FOUND) LOT 12, BLOCK A 2.057 ACRES 89,599 SQ. FT. LOT 11, BLOCK A 2.105 ACRES 91,697 SQ. FT. LOT 10, BLOCK A 2.000 ACRES 87,138 SQ. FT. LOT 9, BLOCK A 2.000 ACRES 87,138 SQ. FT. LOT 8, BLOCK A 7.402 ACRES 322,425 SQ. FT. LOT 7, BLOCK A 3.075 ACRES 133,954 SQ. FT. LOT 6, BLOCK A 2.300 ACRES 100,181 SQ. FT. LOT 5, BLOCK A 2.150 ACRES 93,657 SQ. FT. LOT 4, BLOCK A 2.217 ACRES 96,587 SQ. FT. LOT 3, BLOCK A 2.278 ACRES 99,212 SQ. FT. LOT 2, BLOCK A 2.026 ACRES 88,246 SQ. FT. LOT 1, BLOCK A 2.004 ACRES 87,280 SQ. FT. LOT 1, BLOCK B 2.048 ACRES 89,192 SQ. FT. LOT 2, BLOCK B 2.149 ACRES 93,626 SQ. FT. LOT 3, BLOCK B 2.039 ACRES 88,817 SQ. FT. LOT 4, BLOCK B 2.010 ACRES 87,559 SQ. FT. LOT 1, BLOCK C 2.013 ACRES 87,695 SQ. FT. LOT 2, BLOCK C 2.157 ACRES 93,950 SQ. FT. LOT 3, BLOCK C 2.001 ACRES 87,158 SQ. FT. LOT 4, BLOCK C 2.004 ACRES 87,292 SQ. FT. LOT 5, BLOCK C 2.002 ACRES 87,221 SQ. FT. LOT 6, BLOCK C 2.001 ACRES 87,163 SQ. FT. LOT 7, BLOCK C 2.000 ACRES 87,128 SQ. FT. LOT 5X, BLOCK B 2.110 ACRES 91,912 SQ. FT. FIRE ACCESS ROAD EASEMENT (BY THIS PLAT) HILLSIDE DRIVE (60' ROW) HI L L S I D E D R I V E (6 0 ' R O W ) SUNRISE DRIVE (60' ROW) SU N R I S E D R I V E (6 0 ' R O W ) ME G A V I E W D R I V E (6 0 ' R O W ) (6 0 ' M I N I M U M R O W / R O W V A R I E S ) M E G A V I E W D R I V E ( 6 0 ' R O W ) LOT 8X, BLOCK C 2.881 ACRES 125,512 SQ. FT. FIRE ACCESS ROAD EASEMENT (BY THIS PLAT) LOT 13X, BLOCK A 2.881 ACRES 125,512 SQ. FT. VARIABLE WIDTH DRAINAGE EASEMENT (BY THIS PLAT) LOT LOTLOT STREET (60' ROW) FINAL PLAT LAKESIDE ESTATES LOTS 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C (3 TOTAL HOA/OPEN SPACE LOTS) 68.028 ACRES SITUATED IN THE C. MANCHACA SURVEY, ABSTRACT #790 8.070 ACRES DEDICATED AS PUBLIC RIGHT-OF-WAY CITY OF SANGER, EXTRATERRITORIAL JURISDICTION DENTON COUNTY COUNTY, TEXAS PREPARED FEBRUARY 13, 2024 STATE OF TEXAS § COUNTY OF DENTON § WHEREAS AUSTIN LANDS, LLC is the owner of a tract of land out of the C. Manchaca Survey, Abstract Number 790, in Denton County, Texas, said tract being conveyed by deed to Austin Lands, LLC as recorded under Document Number 2023-11966, Official Public Records, Denton County, Texas, (O.P.R.D.C.T.) and being previously described as all of “Tract 1” and “Tract 2” of that tract of land described by deed to Ryan G. Williams and Amber N. Williams as recorded under Document Number 2017-151962, (O.P.R.D.C.T.), the subject tract being more particularly described by metes and bounds as follows (bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD 83')): BEGINNING at a 1/2 inch rebar with an illegible cap for the southernmost southwest corner of said “Tract 1” and the herein described tract; THENCE with the perimeter and to the corners of said Tract 1, the following calls: 1.North 01 degrees 23 minutes 13 seconds West, a distance of 2,154.80 feet to a 3 inch metal fence corner post found; 2.North 89 degrees 48 minutes 23 seconds West, a distance of 547.06 feet to a 1/2 inch rebar found; 3.South 88 degrees 52 minutes 40 seconds West, a distance of 91.01 feet to a 1/2 inch rebar with an illegible cap found; 4.South 72 degrees 31 minutes 56 seconds West, a distance of 228.19 feet to a point from which an 11 inch hackberry serving as a corner for a wire fence bears South 25 degrees West, a distance of 0.70 feet; 5.North 13 degrees 45 minutes 44 seconds West, a distance of 98.90 feet to a point from which a T-post fence corner found bears North 26 degrees West, a distance of 3.70 feet; 6.North 88 degrees 41 minutes 53 seconds East, a distance of 666.82 feet to a point from which a 3 inch metal fence corner post found bears South 64 degrees West, a distance of 1.11 feet; 7.North 00 degrees 37 minutes 37 seconds West, a distance of 456.94 feet to a point from which a 3 inch metal fence corner post found bears South 01 degrees West, a distance of 1.50 feet; 8.North 88 degrees 53 minutes 46 seconds East, a distance of 1,104.96 feet; 9.North 88 degrees 56 minutes 51 seconds East, a distance of 706.65 feet to a point for the northeast corner of said “Tract 1”, same being the northwest corner of said “Tract 2”; THENCE with the perimeter and to the corners of said “Tract 2”, the following calls: 1.North 88 degrees 20 minutes 48 seconds East, a distance of 650.68 feet to a United State Army Corp of Engineers concrete monument found; 2.South 11 degrees 58 minutes 16 seconds East, a distance of 167.26 feet to point from which a 5 inch wood post found bears North 65 degrees East, a distance of 1.29 feet; 3.South 61 degrees 06 minutes 38 seconds East, a distance of 201.89 feet to a 1/2 inch rebar with cap stamped, “METROPLEX” found; 4.South 32 degrees 24 minutes 33 seconds East, a distance of 696.71 feet to a point from which a 7 inch wood post found bears North 47 degrees West, a distance of 0.54 feet; 5.South 12 degrees 23 minutes 06 seconds West, a distance of 283.05 feet to a 1/2 inch rebar with cap stamped, “H&N” found; 6.South 88 degrees 45 minutes 17 seconds West, a distance of 508.83 feet to a point from which a nail found in a 4 inch wood post bears South 03 degrees East, a distance of 0.86 feet; 7.South 01 degrees 14 minutes 43 seconds East, a distance of 1,529.72 feet to a “PK” nail found in asphalt; 8.South 88 degrees 40 minutes 15 seconds West, a distance of 60.05 feet to a “PK” nail found in asphalt; 9.North 01 degrees 14 minutes 54 seconds West, a distance of 1,529.52 feet to a 1/2 inch rebar with an illegible cap found; 10.South 88 degrees 41 minutes 03 seconds West, a distance of 579.63 feet to a 1/2 inch rebar with an illegible cap found for the westernmost southwest corner of said “Tract 2”, same being a re-entrant corner of said “Tract 1”; THENCE with the perimeter and to the corners of said “Tract 1”, the following calls: 1.South 01 degrees 13 minutes 43 seconds East, a distance of 508.75 feet to a 1/2 inch rebar found; 2.South 01 degrees 17 minutes 52 seconds East, a distance of 1,019.71 feet to a “PK” nail found in asphalt; 3.South 88 degrees 08 minutes 46 seconds West, a distance of 60.00 feet to a “PK” nail found in asphalt; 4.North 01 degrees 17 minutes 52 seconds West, a distance of 1,528.45 feet to a 1/2 inch rebar found; 5.South 88 degrees 08 minutes 48 seconds West, a distance of 742.21 feet to a point from which a wood post found bears North 49 degrees East, a distance of 1.01 feet; 6.North 01 degrees 17 minutes 52 seconds West, a distance of 557.90 feet to a point from which a 5 inch wood post found bears South 06 degrees West, a distance of 0.81 feet; 7.South 88 degrees 08 minutes 48 seconds West, a distance of 743.08 feet to a point from which a 3 inch metal post found bears South 31 degrees East, a distance of 0.59 feet; 8.South 01 degrees 23 minutes 13 seconds East, a distance of 2,001.67 feet to a 1/2 inch rebar with an illegible cap found; 9.South 46 degrees 33 minutes 46 seconds East, a distance of 84.59 feet to a 1/2 inch rebar with an illegible cap found; 10.South 88 degrees 15 minutes 42 seconds West, a distance of 120.00 feet, returning to the POINT OF BEGINNING and enclosing 68.028 acres (2,963,298 square feet) of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT AUSTIN LANDS, LLC does hereby adopt this final plat designated herein as LAKESIDE ESTATES, LOTS 1-12 & LOT 13X, BLOCK A; LOTS 1-4 & LOT 5X, BLOCK B; AND LOTS 1-7 & LOT 8X, BLOCK C, er 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 the__________ day of____________________________, 20___________. AUSTIN LANDS, LLC (OWNER)____________________________ (authorized signatory/title) STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____. ___________________________________ Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATE This is to certify that I, John H. Barton III, a Registered Professional Land Surveyor of the State of Texas, have prepared this map from an actual survey on the ground, and that this map correctly represents that survey made by me or under my direction and supervision. _____________________________ John H. Barton III, RPLS# 6737 STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____. ___________________________________ Notary Public in and for the State of Texas VICINITY MAP - NOT TO SCALE SITE POINT OF BEGINNING LEGEND OF ABBREVIATIONS ·D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS ·P.R.D.C.T.PLAT RECORDS, DENTON COUNTY, TEXAS ·O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS ·DOC.#DOCUMENT NUMBER ·C.M.CONTROLLING MONUMENT ·SQ. FT.SQUARE FEET ·ROW RIGHT OF WAY ·CRS CAPPED REBAR SET P:\Survey\001 - Kirkman Engineering\2022\293 - Sanger 68\Drawings SURVEYOR'S NOTES: 1.Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83), distances are surface with a combined scale factor of 1.00015063. 2.This property lies within Zone "X" of the Flood Insurance Rate Map for Denton County, Texas and Incorporated Areas, map no. 481210230G, with an effective date of April 18, 2011, via scaled map location and graphic plotting. 3.Monuments are found unless specifically designated as set. 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-488-4960 Contact: Jeremy Nelson DRAWN:BCS CHECKED:JHB TABLE OF REVISIONS DATE SUMMARY DENTON COUNTY TEXAS SANGER 68 JOB NO.2022.001.293 PLAT NOTES 1)All lots comply with the minimum size requirements of the zoning district. 2)This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3)All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed and approved by the City. 4)Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. 5)This plat does not alter or remove existing deed restrictions, if any, on this property. 6)Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 7)The subject property does not lie within a 100 – year floodplain according to Community Panel No. 481210230G, date April 18, 2011, of the National Flood Insurance Rate Maps for Denton County, Texas. 8)The purpose of the plat is to subdivide the subject tract for future development. 9)Bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83). SCALE: 1" = 200' 200'0 100'200'400' CERTIFICATE OF APPROVAL CITY OF SANGER APPROVED AND ACCEPTED ____________________________________________________ CHAIRMAN, PLANNING & ZONING COMMISSION DATE CITY OF SANGER ____________________________________________________ MAYOR, CITY OF SANGER DATE ____________________________________________________ CITY SECRETARY, CITY OF SANGER DATE CERTIFICATE OF APPROVAL DENTON COUNTY REVIEWED AND APPROVED ON _________________ _______________________________________ COUNTY JUDGE, DENTON COUNTY, TEXAS SHEET: 1 OF 1 ENGINEER/PREPARER SURVEYOR BARTON CHAPA SURVEYING 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-864-1957 info@bcsdfw.com TBPLS Firm #10194474 OWNER AUSTIN LANDS, LLC 803 WEST SOUTHLAKE BOULEVARD, STE. 100 SOUTHLAKE, TX 76092 PH.:312.206.8673 TYPICAL LOT EASEMENT DETAIL UNLESS OTHERWISE NOTES DETAIL NOT TO SCALE 78 Item 10. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / X Jeremy B. Nelson, PE Kirkman Engineering, LLC 5200 State Highway 121 Colleyville, TX 76034 817-488-4960 N/A jeremy.nelson@trustke.com Ramesh Raavi 312-206-8673 ramesh@sr3systems.com N/A Austin Lands, LLC 803 W. Southlake Blvd. Suite 100 Southlake, TX 76092 04 03 2023 03/13/2024 03/13/2024 DocuSign Envelope ID: D933B0AF-13E1-4B87-AC06-4BE875276121 79 Item 10. KIRKMAN ENGINEERING :: 5200 State Hwy 121 Colleyville, TX 76034 Ph: 817-488-4960 :: TBPE Firm#15874 Page 1 of 1 Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 PH 817.488.4960 Ramie Hammonds Director/Building Official City of Sanger Development Services 201 Bolivar Street Sanger, TX 76266 March 13, 2024 RE: Lakeside Estates Final Plat Letter of Intent Dear Mr. Hammonds, Please let this document serve as the letter of intent for the Lakeside Estates final plat submittal. The proposed development is located on a 68.028-acre tract of land near the intersection of F.M. 455 and McReynolds Road and comprises of 23 single family lots along with 3 open space lots. The tract of land is situated in the C. Manchaca Survey, Abstract #790 Denton County, Texas. The subdivider of this development is Austin Lands, LLC located at 803 W Southlake Boulevard, Suite 100, Southlake, Texas 76092. Kirkman Engineering will serve as the designated point of contact for future correspondence. We request that the final plat be reviewed and considered by the appropriate approval body. Thank you, Jeremy Nelson, P.E. Jeremy.nelson@trustke.com (817)488-4960 80 Item 10. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE: 03/28/24 1st REVIEW COMMENTS – Final Plat (Lakeside Estates) The request is for a Final Plat of Lakeside Estates containing 17 lots, being approximately 68.028 acres in the X. MANCHACA SURVEY, ABSTRACT #790, prepared by Barton Chapa Surveying, submitted on 03/12//2024. 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. An accurate location of the subdivision about the deed records of the county which shall include the volume and page of the deed of the property to be subdivided. 2. A total number of lots and HOA/Open Space lots in the Title Block. 3. The name, address, and address of all utilities providing service to the development is required. A signature from each provider or a will-serve letter, signifying their ability to provide service to the subdivision is required. 4. A signed and notarized copy of private restriction (if any), that is filed for the record in the office of the County Clerk shall be provided with the Final Plat. Informational Comments 1. The property is within the Sanger ETJ. 2. The Final Pat will be scheduled for the Planning and Zoning (P&Z) Commission meeting on Monday, April 8, 2024, and the City Council meeting on Monday, May 6, 2024. 81 Item 10. March 25, 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: Lakeside Estates Final Plat and Drainage Study -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. (Halff) was requested by the City of Sanger to review the final plat and drainage study in support of the engineering plans for the Lakeside Estates located near the intersection of McReynolds Road and FM 455 E. The subject tract is located within the City of Sanger’s ETJ. The submittal was prepared by Kirkman Engineering and dated March, 2024. The preliminary plat and drainage comments were found acceptable by Halff in September 2023. 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. Final Plat 1. Text is illegible in the vicinity map. 2. A small portion of the site lies within the floodplain. Revise plat and notes as such 3. Show centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline per ordinance 10.104(d)(10)(H). 4. Per the grading plans, additional drainage easements are required for swales. 5. Provide a drainage easement for the proposed pond including access. Civil Plans Cover 1. Provide drainage area maps for the proposed culverts along with drainage area calculations and hydraulic calculations. 2. Based on the grading plan, many properties will require driveway culverts for access. Provide calculations and sizes for each future driveway culvert. 3. Culverts shall meet the requirements outline in ordinance 10.106(d)(7). 4. Provide water and sanitary sewer plans. Grading Plans 1. Proposed swales between properties do not have any proposed grading. 82 Item 10. Ramie Hammonds City of Sanger March 25, 2024 Page 2 2. Add drainage easements to the plat for proposed swales. 3. Revise wall line style for clarity in the plans. The wall will require a Structural Engineer’s approval. 4. Point discharges onto USACE property will require approval. 5. A maintenance agreement will be needed for any proposed pond. 6. Maintenance access must be provided for proposed detention areas. 7. Drainage easement is needed for proposed pond. 8. The Hillside Pond outfall plan is unclear. It appears this will direct concentrated flow onto the adjacent property. Clarify. Paving Plans 1. Ditch profiles with 100-year HGL shall be shown on all road profiles. 2. Vertical curves do not meet minimum K values or minimum length throughout the paving plans. Reconcile. 3. It is suggested to round vertical curve lengths to whole numbers. 4. Provide missing ROW lines on Sunrise Drive. 5. Show all culvert crossings in the paving profiles. 6. Revise leaders on Hillside. 7. Provide vertical curves where the algebraic difference in grade is greater than 1%. Culvert Plan and profiles 1. 100-year HGL shall be shown on all culvert profiles 2. A minimum of 2’ of cover is desired for the sunrise culvert. Provide the class of concrete pipe to be used and/or deload calculations. 3. Provide drainage area maps for the proposed culverts along with drainage area calculations and hydraulic calculations. 4. Based on the grading plan, many properties will require driveway culverts for access. Provide calculations and sizes for each future driveway culvert. If you have any questions or need additional information, please do not hesitate to call me at (214) 937-3928. Sincerely, HALFF TBPELS Firm No. 312 Jamie Akomer, PE, PMP Parker C. Moore, P.E., CFM Attachments: • Plans markups 83 Item 10. -PL A N S F O R T H E C O N S T R U C T I O N O F W A T E R , S A N I T A R Y S E W E R , P A V I N G , G R A D I N G & D R A I N A G E I M P R O V E M E N T S T O S E R V E : L A K E S I D E E S T A T E S - S A N G E R , T E X A S PROJECT NO. SR322002 OWNERDEVELOPER: AUSTIN LANDS LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TEXAS 602 PHONE: (312) 206 - 863 CONTACT: RAMESH RAAVI RaPesK#sr3s\stePs.coP LAKESIDE ESTATES PAVING, GRADING & DRAINAGE IMPROVEMENTS MARCH 2024 SURVEYOR: %ARTON CHAPA SURVEYING 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 PHONE: (81) 864 - 15 CONTACT: JACK %ARTON, RPLS JacN#bcsdfw.coP TRACT 1 & TRACT 2 (68.028 ACRES) C. MANCHACA SURVEY ABSTRACT NO. 790 THE CITY OF SANGER ETJ, DENTON COUNTY, TEXAS FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ C O V E R S H E E T _ S R 3 2 2 0 0 2 PL O T T E D W I T H : _D W G T o P D F . p c 3 PL O T T E D A T : 8: 1 5 : 5 7 A M PL O T T E D O N : Tu e s d a y , M a r c h 1 2 , 2 0 2 4 PL O T T E D B Y : Mi c h a e l H e i m l i c h FI L E N A M E : CO V E R S H E E T _ S R 3 2 2 0 0 2 . d w g E N G I N E E R I N G ENGINEER: KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 PHONE: (81) 488 - 460 CONTACT: JEREMY NELSON, P.E. JereP\.Nelson#trustNe.coP PLANS FOR THE CONSTRUCTION OF TO SERVE TEXAS FIRM NO. 15874 REV:DATE:DESCRIPTION:P R E L I M I N A R Y F O R R E V I E W O N L Y T HE S E D O CUME NT S AR E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UND ER T H E SUPERV IS IO N O F : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 VICINITY MAP N.T.S. LAKE RAY RO%ERTS McREYNOLDS ROAD F. M . 45 5 E F.M.2153 F . M . 2 1 6 4 McREYNOLDS ROAD F . M . 4 5 5 E PROJECT SITE SHEET LIST INDEX NUM%ER TITLE --COVER SHEET FP FINAL PLAT SHEET 1 OF 1 C1.1 GENERAL NOTES C2.0 OVERALL GRADING PLAN C2.1 LOT GRADING PLAN C2.2 LOT GRADING PLAN C2.3 LOT GRADING PLAN C2.4 LOT GRADING PLAN C2.5 LOT GRADING PLAN C2.6 LOT GRADING PLAN C3.0 MEGAVIEW DRIVE PLAN & PROFILE STA 100 TO 1000 C3.1 MEGAVIEW DRIVE PLAN & PROFILE STA 850 TO 1650 C3.2 MEGAVIEW DRIVE PLAN & PROFILE STA 1450 TO 2200 C3.3 SUNRISE DRIVE PLAN & PROFILE STA 100 TO 800 C3.4 SUNRISE DRIVE PLAN & PROFILE STA 800 TO 1400 C3.5 SUNRISE DRIVE PLAN & PROFILE STA 1400 TO 1850 C3.6 HILLSIDE DRIVE PLAN & PROFILE STA 100 TO 00 C3.HILLSIDE DRIVE PLAN & PROFILE STA 00 TO 1350 C3.8 HILLSIDE DRIVE PLAN & PROFILE STA 1350 TO 2100 C4.0 CULVERT PLAN & PROFILE C5.0 EROSION CONTROL PLAN C6.0 PAVING DETAILS C.0 DRAINAGE DETAILS C8.0 EROSION CONTROL DETAILS Provide drainage area maps for the proposed culverts along with drainage area calculations and hydraulic calculations Based on the grading plan. many of these properties will require driveway culverts for access. Provide calculations and sizes for each future driveway culvert Provide water and sanitary sewer plans 84 Item 10. DHALIWAL PARTNERS, LTD. DOC.# 2009-95156 O.P.R.D.C.T. DHALIWAL PARTNERS, LTD. DOC.# 2009-95156 O.P.R.D.C.T. "TRACT 1" ROGER HENNEN & WIFE, CONNIE HENNEN DOC.# 2008-11301 O.P.R.D.C.T. "TRACT 2" ROGER HENNEN & WIFE, CONNIE HENNEN DOC.# 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC.# 2020-10250 O.P.R.D.C.T. NICHOLAS DEMORE & CATHARINE DEMORE DOC.# 2016-161119 O.P.R.D.C.T. CAUBLE ENTERPRISES VOL. 694, PG. 577 D.R.D.C.T. LOT 2R, BLOCK A O'DELL ADDITION DOC.# 2019-71, P.R.D.C.T. LOT 1R1, BLOCK A O'DELL ADDITION DOC.# 2019-71, P.R.D.C.T. LOT 1, BLOCK A SBRC ADDITION DOC.# 2019-72, P.R.D.C.T. SBRC PROPERTIES, LLC DOC.# 2014-91283 O.P.R.D.C.T. LOT 1R, BLOCK A SADAU ADDITION DOC.# 2013-10 P.R.D.C.T. LOT 2R, BLOCK A SADAU ADDITION DOC.# 2010-82 P.R.D.C.T. LOT 3R, BLOCK A SADAU ADDITION DOC.# 2010-82 P.R.D.C.T. LOT 4, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 5, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 6, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LOT 7, BLOCK A SADAU ADDITION CAB. X, SLIDE 959 P.R.D.C.T. LO T 8 , B L O C K A SA D A U A D D I T I O N CA B . X , S L I D E 9 5 9 P. R . D . C . T . LO T 9 , B L O C K A SA D A U A D D I T I O N CA B . X , S L I D E 9 5 9 P. R . D . C . T . UNITED STATES OF AMERICA LAKE RAY ROBERTS U.S.A. FEE TRACT 147 VOL. 5, PG. 727, U.S. COURT MINUTES AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T. N 0 1 ° 2 3 ' 1 3 " W 2 1 5 4 . 8 0 ' N89°48'23"W 547.06' S88°52'40"W 91.01'S72°31'56"W 228.19' N13°45'44"W 98.90' N88°41'53"E 666.82' N 0 0 ° 3 7 ' 3 7 " W 4 5 6 . 9 4 ' N88°53'46"E 1104.96'N88°56'51"E 706.65'N88°20'48"E 650.68' S11°58'16"E 167.26' S61°06'38"E 201.89' S 3 2 ° 2 4 ' 3 3 " E 6 9 6 . 7 1 ' S12°23'06"W 283.05' S88°45'17"W 508.83' S01°14'43"E 1529.72' S88°40'15"W 60.05' N01°14'54"W 1529.52' S88°41'03"W 579.63' S 0 1 ° 1 3 ' 4 3 " E 5 0 8 . 7 5 ' S 0 1 ° 1 7 ' 5 2 " E 1 0 1 9 . 7 1 ' S88°08'46"W 60.00' N 0 1 ° 1 7 ' 5 2 " W 1 5 2 8 . 4 5 ' S88°08'48"W 742.21' N 0 1 ° 1 7 ' 5 2 " W 5 5 7 . 9 0 ' S88°08'48"W 743.08' S 0 1 ° 2 3 ' 1 3 " E 2 0 0 1 . 6 7 ' S46°33'46"E 84.59' S88°15'42"W 120.00' MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) ASPHALT PAVEMENT F.M. 455 (NO ROW DOCUMENT FOUND) LOT 12, BLOCK A 2.057 ACRES 89,599 SQ. FT. LOT 11, BLOCK A 2.105 ACRES 91,697 SQ. FT. LOT 10, BLOCK A 2.000 ACRES 87,138 SQ. FT. LOT 9, BLOCK A 2.000 ACRES 87,138 SQ. FT. LOT 8, BLOCK A 7.402 ACRES 322,425 SQ. FT. LOT 7, BLOCK A 3.075 ACRES 133,954 SQ. FT. LOT 6, BLOCK A 2.300 ACRES 100,181 SQ. FT. LOT 5, BLOCK A 2.150 ACRES 93,657 SQ. FT. LOT 4, BLOCK A 2.217 ACRES 96,587 SQ. FT. LOT 3, BLOCK A 2.278 ACRES 99,212 SQ. FT. LOT 2, BLOCK A 2.026 ACRES 88,246 SQ. FT. LOT 1, BLOCK A 2.004 ACRES 87,280 SQ. FT. LOT 1, BLOCK B 2.048 ACRES 89,192 SQ. FT. LOT 2, BLOCK B 2.149 ACRES 93,626 SQ. FT. LOT 3, BLOCK B 2.039 ACRES 88,817 SQ. FT. LOT 4, BLOCK B 2.010 ACRES 87,559 SQ. FT. LOT 1, BLOCK C 2.013 ACRES 87,695 SQ. FT. LOT 2, BLOCK C 2.157 ACRES 93,950 SQ. FT. LOT 3, BLOCK C 2.001 ACRES 87,158 SQ. FT. LOT 4, BLOCK C 2.004 ACRES 87,292 SQ. FT. LOT 5, BLOCK C 2.002 ACRES 87,221 SQ. FT. LOT 6, BLOCK C 2.001 ACRES 87,163 SQ. FT. LOT 7, BLOCK C 2.000 ACRES 87,128 SQ. FT. LOT 5X, BLOCK B 2.110 ACRES 91,912 SQ. FT. FIRE ACCESS ROAD EASEMENT (BY THIS PLAT) HILLSIDE DRIVE (60' ROW) HI L L S I D E D R I V E (6 0 ' R O W ) SUNRISE DRIVE (60' ROW) SU N R I S E D R I V E (6 0 ' R O W ) ME G A V I E W D R I V E (6 0 ' R O W ) (6 0 ' M I N I M U M R O W / R O W V A R I E S ) M E G A V I E W D R I V E ( 6 0 ' R O W ) LOT 8X, BLOCK C 2.881 ACRES 125,512 SQ. FT. FIRE ACCESS ROAD EASEMENT (BY THIS PLAT) LOT 13X, BLOCK A 2.881 ACRES 125,512 SQ. FT. VARIABLE WIDTH DRAINAGE EASEMENT (BY THIS PLAT) LOT LOTLOT STREET (60' ROW) FINAL PLAT LAKESIDE ESTATES LOTS 1-12 & LOT 13X, BLOCK 1; LOTS 1-4 & LOT 5X, BLOCK B; LOTS 1-78 & LOT 8X, BLOCK C (3 TOTAL HOA/OPEN SPACE LOTS) 68.028 ACRES SITUATED IN THE C. MANCHACA SURVEY, ABSTRACT #790 8.070 ACRES DEDICATED AS PUBLIC RIGHT-OF-WAY CITY OF SANGER, EXTRATERRITORIAL JURISDICTION DENTON COUNTY COUNTY, TEXAS PREPARED FEBRUARY 13, 2024 STATE OF TEXAS § COUNTY OF DENTON § WHEREAS AUSTIN LANDS, LLC is the owner of a tract of land out of the C. Manchaca Survey, Abstract Number 790, in Denton County, Texas, said tract being conveyed by deed to Austin Lands, LLC as recorded under Document Number 2023-11966, Official Public Records, Denton County, Texas, (O.P.R.D.C.T.) and being previously described as all of “Tract 1” and “Tract 2” of that tract of land described by deed to Ryan G. Williams and Amber N. Williams as recorded under Document Number 2017-151962, (O.P.R.D.C.T.), the subject tract being more particularly described by metes and bounds as follows (bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD 83')): BEGINNING at a 1/2 inch rebar with an illegible cap for the southernmost southwest corner of said “Tract 1” and the herein described tract; THENCE with the perimeter and to the corners of said Tract 1, the following calls: 1.North 01 degrees 23 minutes 13 seconds West, a distance of 2,154.80 feet to a 3 inch metal fence corner post found; 2.North 89 degrees 48 minutes 23 seconds West, a distance of 547.06 feet to a 1/2 inch rebar found; 3.South 88 degrees 52 minutes 40 seconds West, a distance of 91.01 feet to a 1/2 inch rebar with an illegible cap found; 4.South 72 degrees 31 minutes 56 seconds West, a distance of 228.19 feet to a point from which an 11 inch hackberry serving as a corner for a wire fence bears South 25 degrees West, a distance of 0.70 feet; 5.North 13 degrees 45 minutes 44 seconds West, a distance of 98.90 feet to a point from which a T-post fence corner found bears North 26 degrees West, a distance of 3.70 feet; 6.North 88 degrees 41 minutes 53 seconds East, a distance of 666.82 feet to a point from which a 3 inch metal fence corner post found bears South 64 degrees West, a distance of 1.11 feet; 7.North 00 degrees 37 minutes 37 seconds West, a distance of 456.94 feet to a point from which a 3 inch metal fence corner post found bears South 01 degrees West, a distance of 1.50 feet; 8.North 88 degrees 53 minutes 46 seconds East, a distance of 1,104.96 feet; 9.North 88 degrees 56 minutes 51 seconds East, a distance of 706.65 feet to a point for the northeast corner of said “Tract 1”, same being the northwest corner of said “Tract 2”; THENCE with the perimeter and to the corners of said “Tract 2”, the following calls: 1.North 88 degrees 20 minutes 48 seconds East, a distance of 650.68 feet to a United State Army Corp of Engineers concrete monument found; 2.South 11 degrees 58 minutes 16 seconds East, a distance of 167.26 feet to point from which a 5 inch wood post found bears North 65 degrees East, a distance of 1.29 feet; 3.South 61 degrees 06 minutes 38 seconds East, a distance of 201.89 feet to a 1/2 inch rebar with cap stamped, “METROPLEX” found; 4.South 32 degrees 24 minutes 33 seconds East, a distance of 696.71 feet to a point from which a 7 inch wood post found bears North 47 degrees West, a distance of 0.54 feet; 5.South 12 degrees 23 minutes 06 seconds West, a distance of 283.05 feet to a 1/2 inch rebar with cap stamped, “H&N” found; 6.South 88 degrees 45 minutes 17 seconds West, a distance of 508.83 feet to a point from which a nail found in a 4 inch wood post bears South 03 degrees East, a distance of 0.86 feet; 7.South 01 degrees 14 minutes 43 seconds East, a distance of 1,529.72 feet to a “PK” nail found in asphalt; 8.South 88 degrees 40 minutes 15 seconds West, a distance of 60.05 feet to a “PK” nail found in asphalt; 9.North 01 degrees 14 minutes 54 seconds West, a distance of 1,529.52 feet to a 1/2 inch rebar with an illegible cap found; 10.South 88 degrees 41 minutes 03 seconds West, a distance of 579.63 feet to a 1/2 inch rebar with an illegible cap found for the westernmost southwest corner of said “Tract 2”, same being a re-entrant corner of said “Tract 1”; THENCE with the perimeter and to the corners of said “Tract 1”, the following calls: 1.South 01 degrees 13 minutes 43 seconds East, a distance of 508.75 feet to a 1/2 inch rebar found; 2.South 01 degrees 17 minutes 52 seconds East, a distance of 1,019.71 feet to a “PK” nail found in asphalt; 3.South 88 degrees 08 minutes 46 seconds West, a distance of 60.00 feet to a “PK” nail found in asphalt; 4.North 01 degrees 17 minutes 52 seconds West, a distance of 1,528.45 feet to a 1/2 inch rebar found; 5.South 88 degrees 08 minutes 48 seconds West, a distance of 742.21 feet to a point from which a wood post found bears North 49 degrees East, a distance of 1.01 feet; 6.North 01 degrees 17 minutes 52 seconds West, a distance of 557.90 feet to a point from which a 5 inch wood post found bears South 06 degrees West, a distance of 0.81 feet; 7.South 88 degrees 08 minutes 48 seconds West, a distance of 743.08 feet to a point from which a 3 inch metal post found bears South 31 degrees East, a distance of 0.59 feet; 8.South 01 degrees 23 minutes 13 seconds East, a distance of 2,001.67 feet to a 1/2 inch rebar with an illegible cap found; 9.South 46 degrees 33 minutes 46 seconds East, a distance of 84.59 feet to a 1/2 inch rebar with an illegible cap found; 10.South 88 degrees 15 minutes 42 seconds West, a distance of 120.00 feet, returning to the POINT OF BEGINNING and enclosing 68.028 acres (2,963,298 square feet) of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT AUSTIN LANDS, LLC does hereby adopt this final plat designated herein as LAKESIDE ESTATES, LOTS 1-12 & LOT 13X, BLOCK A; LOTS 1-4 & LOT 5X, BLOCK B; AND LOTS 1-7 & LOT 8X, BLOCK C, er 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 the__________ day of____________________________, 20___________. AUSTIN LANDS, LLC (OWNER)____________________________ (authorized signatory/title) STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____. ___________________________________ Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATE This is to certify that I, John H. Barton III, a Registered Professional Land Surveyor of the State of Texas, have prepared this map from an actual survey on the ground, and that this map correctly represents that survey made by me or under my direction and supervision. _____________________________ John H. Barton III, RPLS# 6737 STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared_________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20____. ___________________________________ Notary Public in and for the State of Texas VICINITY MAP - NOT TO SCALE SITE POINT OF BEGINNING LEGEND OF ABBREVIATIONS ·D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS ·P.R.D.C.T.PLAT RECORDS, DENTON COUNTY, TEXAS ·O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS ·DOC.#DOCUMENT NUMBER ·C.M.CONTROLLING MONUMENT ·SQ. FT.SQUARE FEET ·ROW RIGHT OF WAY ·CRS CAPPED REBAR SET P:\Survey\001 - Kirkman Engineering\2022\293 - Sanger 68\Drawings SURVEYOR'S NOTES: 1.Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83), distances are surface with a combined scale factor of 1.00015063. 2.This property lies within Zone "X" of the Flood Insurance Rate Map for Denton County, Texas and Incorporated Areas, map no. 481210230G, with an effective date of April 18, 2011, via scaled map location and graphic plotting. 3.Monuments are found unless specifically designated as set. 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-488-4960 Contact: Jeremy Nelson DRAWN:BCS CHECKED:JHB TABLE OF REVISIONS DATE SUMMARY DENTON COUNTY TEXAS SANGER 68 JOB NO.2022.001.293 PLAT NOTES 1)All lots comply with the minimum size requirements of the zoning district. 2)This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3)All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed and approved by the City. 4)Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. 5)This plat does not alter or remove existing deed restrictions, if any, on this property. 6)Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 7)The subject property does not lie within a 100 – year floodplain according to Community Panel No. 481210230G, date April 18, 2011, of the National Flood Insurance Rate Maps for Denton County, Texas. 8)The purpose of the plat is to subdivide the subject tract for future development. 9)Bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83). SCALE: 1" = 200' 200'0 100'200'400' CERTIFICATE OF APPROVAL CITY OF SANGER APPROVED AND ACCEPTED ____________________________________________________ CHAIRMAN, PLANNING & ZONING COMMISSION DATE CITY OF SANGER ____________________________________________________ MAYOR, CITY OF SANGER DATE ____________________________________________________ CITY SECRETARY, CITY OF SANGER DATE CERTIFICATE OF APPROVAL DENTON COUNTY REVIEWED AND APPROVED ON _________________ _______________________________________ COUNTY JUDGE, DENTON COUNTY, TEXAS SHEET: 1 OF 1 ENGINEER/PREPARER SURVEYOR BARTON CHAPA SURVEYING 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-864-1957 info@bcsdfw.com TBPLS Firm #10194474 OWNER AUSTIN LANDS, LLC 803 WEST SOUTHLAKE BOULEVARD, STE. 100 SOUTHLAKE, TX 76092 PH.:312.206.8673 TYPICAL LOT EASEMENT DETAIL UNLESS OTHERWISE NOTES DETAIL NOT TO SCALE Text is illegible Show centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline 10.104(d)(10)(H) NA small area within floodplain grading plan suggests there are swales between lots, however no grading is provided. Reconcile and dedicate drainage easement for the swales These areas denote needing clarification. Are these swales? if so dedicate drainage eamements Provide a drainage easement for the proposed pond including access 85 Item 10. AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 C1.1 FI L E N A M E : GE N E R A L N O T E S _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G E N E R A L N O T E S _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 GENERAL NOTES 1.STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, E4UIPMENT, SERVICES AND TESTING FOR ALL PU%LIC IMPROVEMENTS SHALL %E IN ACCORDANCE WITH THE GOVERNING AUTHORITIES ORDINANCES, REGULATIONS, RE4UIREMENTS, STATUTES, SPECIFICATIONS AND DETAILS, LATEST PRINTING AND AMENDMENTS THERETO. THE GOVERNING AUTHORITIES PU%LIC WORKS AND WATER DEPARTMENT RE4UIREMENTS, PLUM%ING CODES, AND FIRE DEPARTMENT REGULATIONS SHALL TAKE PRECEDENT FOR ALL PRIVATE IMPROVEMENTS WHERE APPLICA%LE. ALL OTHER PRIVATE CONSTRUCTION, NOT REGULATED %Y THE GOVERNING AUTHORITY, SHALL %E IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PU%LIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, LATEST PRINTING AND AMENDMENTS THERETO, EXCEPT AS MODIFIED %Y THE PROJECT CONTRACT DOCUMENTS. 2.EXAMINATION OF PLANS: PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHALL FAMILIARI=E THEMSELVES WITH THE CONTRACTOR DOCUMENTS, CONSTRUCTION DOCUMENTS, AND SPECIFICATIONS. FAILURE ON THE PART OF THE CONTRACTOR TO FAMILIARI=E THEIR SELF WITH ALL STANDARDS AND SPECIFICATIONS PERTAINING TO THE WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSI%ILITY FOR PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICA%LE STANDARDS AND SPECIFICATIONS. 3.EXAMINATION OF SITE: THE CONTRACTOR SHALL %E RESPONSI%LE FOR INVESTIGATING AND SATISFYING THEIR SELF AS TO THE CONDITIONS AFFECTING THE WORK, INCLUDING %UT NOT RESTRICTED TO THE %EARING UPON TRANSPORTATION, DISPOSAL, HANDLING AND STORAGE OF MATERIALS, AVAILA%ILITY OF LA%OR, WATER, ELECTRIC POWER, ROADS AND UNCERTAINTIES OF WEATHER, OR SIMILAR PHYSICAL CONDITIONS AT THE SITE, CONDITIONS OF THE GROUND, THE CHARACTER OF E4UIPMENT AND FACILITIES NEEDED PRELIMINARY TO AND DURING THE PERFORMANCE OF THE WORK. FAILURE %Y THE CONTRACTOR TO AC4UAINT HIMSELF WITH THE AVAILA%LE INFORMATION WILL NOT RELIEVE HIM FROM RESPONSI%ILITY FOR ESTIMATING THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK. 4.ADE4UATE AREA TO PERFORM WORK: CONTRACTOR TO VERIFY ADE4UATE AREA EXISTS ON-SITE TO PERFORM THE WORK SHOWN IN THESE CONSTRUCTION DOCUMENTS. IF ADDITIONAL AREA IS RE4UIRED TO PERFORM THE WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION. 5.SU%SURFACE INVESTIGATION: SU%SURFACE EXPLORATION TO ASCERTAIN THE NATURE OF SOILS HAS %EEN PERFORMED %Y THE GEOTECHNICAL ENGINEER OF RECORD ON THE PROJECT. THE SU%SURFACE INFORMATION WILL %E MADE AVAILA%LE FOR THE CONTRACTOR S USE. THE ENGINEER DISCLAIMS ANY RESPONSI%ILITY FOR THE ACCURACY, TRUE LOCATION AND EXTENT OF THE SOILS INFORMATION PREPARED %Y OTHERS. 6.TOPOGRAPHY SURVEY: TOPOGRAPHIC SURVEY INFORMATION SHOWN ON THE PLANS IS PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL %E RESPONSI%LE FOR VERIFYING THAT THE INFORMATION SHOWN IS CORRECT, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY ERRORS, DISCREPANCIES OR OMISSIONS TO THE SURVEY INFORMATION PROVIDED. .COMPLIANCE WITH LAWS: THE CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, INCLUDING ALL CODES, ORDINANCES AND REGULATIONS APPLICA%LE TO THIS CONTRACT AND THE WORK TO %E DONE THEREUNDER, WHICH EXIST OR MAY %E ENACTED LATER %Y GOVERNMENTAL %ODIES HAVING JURISDICTION OR AUTHORITY FOR SUCH ENACTMENT. ALL WORK RE4UIRED UNDER THIS CONTRACT SHALL COMPLY WITH ALL RE4UIREMENTS OF LAW, REGULATION, PERMIT OR LICENSE. IF THE CONTRACTOR FINDS THAT THERE IS A VARIANCE, HE SHALL IMMEDIATELY REPORT THIS TO THE OWNER FOR RESOLUTION. 8.PU%LIC CONVENIENCE AND SAFETY: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL %E SOLELY AND COMPLETELY RESPONSI%LE FOR CONDITIONS OF THE JO% SITE, INCLUDING SAFETY OF ALL PERSONNEL AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS RE4UIREMENT SHALL APPLY CONTINUOUSLY AND NOT %E LIMITED TO NORMAL WORKING HOURS. MATERIALS STORED ON THE WORK SITE SHALL %E PLACED, AND THE WORK SHALL AT ALL TIMES %E SO CONDUCTED, AS TO CAUSE NO GREATER O%STRUCTION TO THE TRAVELING PU%LIC THAN IS CONSIDERED ACCEPTA%LE %Y THE GOVERNING AUTHORITIES AND THE DEVELOPER AND NOT TO PREVENT FREE UNINTERRUPTED ACCESS TO ALL FIRE HYDRANTS, WATER VALVES, GAS VALVES, MANHOLES AND FIRE ALARM OR POLICE CALL %OXES IN THE VICINITY. .STORM WATER POLLUTION PREVENTION PLAN (SWPPP): THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS OF THE SWPPP WHILE CONDUCTING THEIR ACTIVITIES ON THE PROJECT. 10.PERMITS AND LICENSES: THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK AND SHALL FULLY COMPLY WITH ALL THEIR TERMS AND CONDITIONS. WHENEVER THE WORK UNDER THIS CONTRACT RE4UIRES THE O%TAINING OF PERMITS FROM THE GOVERNING AUTHORITIES, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF SUCH PERMITS TO THE DEVELOPER %EFORE THE WORK COVERED THERE%Y IS STARTED. NO WORK WILL %E ALLOWED TO PROCEED %EFORE SUCH PERMITS HAVE %EEN O%TAINED. COSTS ASSOCIATED WITH PERMITS SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 11.APPROVED PLANS: THE CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED PLANS ON-SITE AT ALL TIMES. WORK PERFORMED WITHOUT THE USE OF APPROVED PLAN SETS IS NOT AUTHORI=ED AND SHALL %E AT THE RISK OF THE CONTRACTOR. 12.%ONDS: PERFORMANCE, PAYMENT AND MAINTENANCE %ONDS MAY %E RE4UIRED FROM THE CONTRACTOR FOR PU%LIC IMPROVEMENTS. IF RE4UIRED, THE CONTRACTOR SHALL PROVIDE THE %ONDS IN THE FORM AND IN THE AMOUNTS AS RE4UIRED %Y THE GOVERNING AUTHORITIES. COSTS ASSOCIATED WITH PROVIDING THE %ONDS SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 13.TESTING: THE TESTING AND CONTROL OF ALL MATERIALS USED IN THE WORK SHALL %E PERFORMED %Y AN INDEPENDENT TESTING LA%ORATORY, EMPLOYED AND PAID DIRECTLY %Y THE CONTRACTOR. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND SPECIFICATIONS, SU%SE4UENT TESTS NECESSARY TO DETERMINE THE ACCEPTA%ILITY OF MATERIALS OR CONSTRUCTION SHALL %E AT THE CONTRACTOR S EXPENSE. 14.INSPECTION: THE GOVERNING AUTHORITIES ANDOR THE DEVELOPER WILL PROVIDE INSPECTION OF THE PROPOSED CONSTRUCTION. THE OWNER WILL PAY THE COSTS FOR INSPECTION SERVICES. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE WELL IN ADVANCE OF PENDING CONSTRUCTION ACTIVITIES TO THE GOVERNING AUTHORITIES ANDOR OWNER FOR SCHEDULING OF INSPECTION SERVICES. 15.SHOP DRAWINGS: THE CONTRACTOR SHALL PREPARE, REVIEW, AND SU%MIT ALL SHOP DRAWING, PRODUCT DATA AND SAMPLES RE4UIRED %Y THE GOVERNING AUTHORITIES AND THE PROJECT CONTRACT DOCUMENTS IN ACCORDANCE WITH ITEM 1.28 OF THE STANDARD SPECIFICATIONS FOR PU%LIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. 16.SURVEYING: ALL SURVEYING RE4UIRED FOR CONSTRUCTION STAKING SHALL %E THE RESPONSI%ILITY OF THE CONTRACTOR. THE OWNER SHALL PROVIDE TWO %ENCHMARKS FOR USE AS HORI=ONTAL AND VERTICAL DATUM. THE CONTRACTOR SHALL EMPLOY A REGISTERED PROFESSIONAL LAND SURVEY TO PERFORM ALL ADDITIONAL SURVEY, LAYOUT AND MEASUREMENT WORK NECESSARY FOR THE COMPLETION OF THE PROJECT. THE COSTS ASSOCIATED WITH THE CONSTRUCTION STAKING SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 1.PROTECTION OF PROPERTY CORNERS AND %ENCHMARKS: THE CONTRACTOR SHALL PROTECT ALL PROPERTY CORNER MARKERS AND %ENCHMARKS. WHEN ANY SUCH MARKERS OR MONUMENTS ARE IN DANGER OF %EING DISTUR%ED, THEY SHALL %E PROPERLY REFERENCED AND IF DISTUR%ED SHALL %E RESET %Y A REGISTERED PU%LIC SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 18.EXISTING STRUCTURES: THE PLANS SHOW THE LOCATION OF ALL KNOWN SURFACE AND SU% SURFACE STRUCTURES, HOWEVER, THE DEVELOPER AND ENGINEER ASSUME NO RESPONSI%ILITY FOR THE FAILURE TO SHOW ANY OR ALL OF THESE STRUCTURES ON THE PLANS, OR TO SHOW THEM IN THEIR EXACT LOCATION. SUCH FAILURE SHALL NOT %E CONSIDERED SUFFICIENT %ASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION FOR EXTRA WORK OR FOR INCREASING THE PAY 4UANTITIES IN ANY MANNER WHATSOEVER, UNLESS THE O%STRUCTION ENCOUNTERED IN SUCH AS TO RE4UIRE CHANGES IN THE LINES OR GRADES, OR RE4UIRE THE CONSTRUCTION OF SPECIAL WORK, FOR WHICH PROVISIONS ARE NOT MADE IN THE PLANS. 1.PROTECTION OF EXISTING UTILITIES: AS RE4UIRED %Y THE TEXAS UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT. TEXAS ONE CALL SYSTEM MUST %E CONTACTED (800-245-4545) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS %EING PERFORMED. IT IS THE CONTRACTOR S RESPONSI%ILITY TO CONTACT TEXAS ONE CALL SYSTEM. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS ARE %ASED ON THE %EST RECORDS ANDOR FIELD INFORMATION AVAILA%LE AND ARE NOT GUARANTEED %Y THE DEVELOPER OR ENGINEER TO %E ACCURATE AS TO THE LOCATION AND DEPTH. IT SHALL %E THE CONTRACTORS RESPONSI%ILITY TO VERIFY LOCATIONS OF ADJACENT ANDOR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF HIS ACTIVITIES IN ORDER THAT HE MAY NEGOTIATE SUCH LOCAL ADJUSTMENTS AS NECESSARY IN THE CONSTRUCTION PROCESS TO PROVIDE ADE4UATE CLEARANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL EXISTING UTILITIES, SERVICES, AND STRUCTURES ENCOUNTERED WHETHER OR NOT THEY ARE ON THE PLANS. ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTOR S OPERATIONS SHALL %E RESTORED AT HIS EXPENSE. TO AVOID UNNECESSARY INTERFERENCE S OR DELAYS, THE CONTRACTOR SHALL COORDINATE ALL UTILITY REMOVALS, REPLACEMENTS AND CONSTRUCTION WITH THE APPROPRIATE GOVERNING AUTHORITIES. THE DEVELOPER WILL NOT %E LIA%LE FOR DAMAGES DUE TO DELAY %ECAUSE OF THE A%OVE. 20.DAMAGE TO EXISTING FACILITIES: ALL DAMAGE DURING CONSTRUCTION ACTIVITIES SHALL %E REPLACED AT THE CONTRACTOR S EXPENSE TO A CONDITION AS GOOD AS OR %ETTER THAN THE CONDITIONS PRIOR TO STARTING THE WORK. 21.FIRE AND LIFE SAFETY SYSTEMS: THE CONTRACTOR SHALL NOT REMOVE, DISA%LE OR DISRUPT EXISTING FIRE OR LIFE SAFETY SYSTEMS WITHOUT RECEIVING PRIOR WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 22.TRENCH SAFETY: THE CONTRACTOR IS RESPONSI%LE FOR HAVING A TRENCH SAFETY PLAN PREPARED IN ACCORDANCE WITH OSHA RE4UIREMENTS %Y A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS FOR THE IMPLEMENTATION OF TRENCH SAFETY CONTROL MEASURES THAT WILL %E IN EFFECT DURING THE CONSTRUCTION OF THE PROJECT. THE COSTS FOR PREPARATION OF THE TRENCH SAFETY PLAN SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 23.TRAFFIC CONTROL: IT SHALL %E THE RESPONSI%ILITY OF THE CONTRACTOR TO IMPLEMENT TRAFFIC CONTROL. THE COSTS ASSOCIATED WITH THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 24.ACCESS TO ADJACENT PROPERTIES: ACCESS TO ADJACENT PROPERTIES SHALL %E MAINTAINED AT ALL TIMES UNLESS OTHERWISE DIRECTED %Y THE GOVERNING AUTHORITIES ANDOR OWNER. 25.ACCESS ROUTES, STAGING AREAS AND STORAGE AREAS: ALL PRIVATE HAUL ROADS AND ACCESS ROUTES AND THE LOCATION OF ALL STAGING AREAS AND STORAGE AREAS SHALL %E SU%JECT TO THE APPROVAL OF THE OWNER. THE CONTRACTOR SHALL %E RESPONSI%LE FOR MAINTAINING AND REPAIRING ALL ROADS AND OTHER FACILITIES USED DURING CONSTRUCTION. UPON COMPLETION OF THE PROJECT, ALL HAUL ROADS, ACCESS ROADS, STAGING AREAS AND STORAGE AREAS SHALL %E RESTORED TO A CONDITION E4UAL TO OR %ETTER THAN THAT AT THE TIME THE CONTRACTOR COMMENCES WORK ON THE PROJECT. 26.PARKING OF CONSTRUCTION E4UIPMENT: AT NIGHT AND DURING ALL PERIODS OF TIME WHEN E4UIPMENT IS NOT %EING ACTIVELY USED FOR THE CONSTRUCTION WORK, THE CONTRACTOR SHALL PARK THE E4UIPMENT AT LOCATIONS WHICH ARE APPROVED %Y THE OWNER. DURING THE CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL COMPLY WITH THE PRESENT =ONING RE4UIREMENTS OF THE GOVERNING AUTHORITIES IN THE USE OF VACANT PROPERTY FOR STORAGE PURPOSES. THE CONTRACTOR SHALL ALSO PROVIDE ADE4UATE %ARRICADES, MARKERS AND LIGHTS TO PROTECT THE OWNER, THE GOVERNING AUTHORITIES, THE PU%LIC AND THE OTHER WORK. ALL %ARRICADES, LIGHTS, AND MARKERS MUST MEET THE RE4UIREMENTS OF THE GOVERNING AUTHORITIES REGULATIONS. 2.WATER FOR CONSTRUCTION: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR PURCHASING WATER FROM THE GOVERNING AUTHORITY FOR HIS USE ON THE PROJECT SITE. COST ASSOCIATED WITH THIS SERVICE SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 28.TEMPORARY ELECTRIC AND COMMUNICATIONS FOR CONSTRUCTION: THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR THE INSTALLATION AND PURCHASING OF TEMPORARY ELECTRIC AND COMMUNICATIONS SERVICES FROM THE GOVERNING AUTHORITIES FOR HIS USE ON THE PROJECT SITE. COSTS ASSOCIATED WITH THIS SERVICE SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 2.FENCES: ALL FENCES ENCOUNTERED AND REMOVED DURING CONSTRUCTION, EXCEPT THOSE DESIGNATED TO %E REMOVED OR RELOCATED, SHALL %E RESTORED TO THE ORIGINAL OR %ETTER THAN CONDITION UPON COMPLETION OF THE PROJECT.WHERE WIRE FENCING, EITHER WIRE MESH OR %AR%ED WIRE, IS NOT TO %E CROSSED, THE CONTRACTOR SHALL SET CROSS-%RACED POSTS ON EITHER SIDE OF THE CROSSING. TEMPORARY FENCING SHALL %E ERECTED IN PLACE OF THE FENCING REMOVED WHENEVER THE WORK IS NOT IN PROGRESS AND WHEN THE SITE IS VACATED OVERNIGHT ANDOR AT ALL TIMES TO PREVENT PERSONS ANDOR LIVESTOCK FROM ENTERING THE CONSTRUCTION AREA. THE COST OF FENCE REMOVAL, TEMPORARY CLOSURES AND REPLACEMENT SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 30.COORDINATION WITH OTHERS: IN THE EVENT THAT OTHER CONTRACTORS ARE DOING WORK IN THE SAME AREA SIMULTANEOUSLY WITH THE PROJECT, THE CONTRACTOR SHALL COORDINATE HIS PROPOSED CONSTRUCTION WITH THAT OF THE OTHER CONTRACTORS. 31.CONDITION OF THE SITE DURING CONSTRUCTION: THE CONTRACTOR SHALL KEEP THE SITE OF THE WORK AND ADJACENT PREMISES AS FREE FROM MATERIAL, DE%RIS AND RU%%ISH AS IS PRACTICA%LE. THE CONTRACTOR SHALL REMOVE MATERIAL, DE%RIS AND RU%%ISH FROM ANY PORTION OF THE SITE IF, IN THE OPINION OF THE DEVELOPER, SUCH MATERIAL, DE%RIS AND RU%%ISH CONSTITUTES A NUISANCE OR IS O%JECTIONA%LE. 32.EXISTING ROADWAYS: THE CONTRACTOR SHALL %E RESPONSI%LE FOR MAINTAINING THE CLEANLINESS OF EXISTING PAVED ROADS. COSTS ASSOCIATED WITH MAINTAINING THE CLEANLINESS OF EXISTING ROADS SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 33.SITE RECONNAISSANCE: THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO %IDDING TO DETERMINE EXISTING CONDITIONS. 34.CONSULTANT COORDINATION: CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNERENGINEER SHALL %E NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 35.DUST CONTROL: THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL DUST ON THE PROJECT SITE %Y SPRINKLING OF WATER, OR ANY OTHER METHODS APPROVED %Y THE GOVERNING AUTHORITIES. COSTS ASSOCIATED WITH DUST CONTROL SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 36.CLEAN UP FOR FINAL ACCEPTANCE: THE CONTRACTOR SHALL MAKE A FINAL CLEAN UP OF ALL PARTS OF THE WORK %EFORE ACCEPTANCE %Y THE OWNER. THIS CLEAN UP SHALL INCLUDE REMOVAL OF ALL O%JECTIONA%LE E MATERIALS AND, IN GENERAL, PREPARING THE SITE OF THE WORK IN AN ORDERLY MANNER OF APPEARANCE. 3.REMOVAL OF DEFECTIVE AND UNAUTHORI=ED WORK: ALL WORK, WHICH HAS %EEN REJECTED OR CONDEMNED, SHALL %E REPAIRED, OR IF IT CANNOT %E REPAIRED SATISFACTORILY, IT SHALL %E REMOVED AND REPLACED AT THE CONTRACTOR S EXPENSE. DEFECTIVE MATERIALS SHALL %E IMMEDIATELY REMOVED FROM THE WORK SITE. WORK DONE %EYOND THE LINE OR NOT IN THE CONFORMITY WITH THE GRADES SHOWN ON THE DRAWINGS OR AS WRITTEN AUTHORITY AND PRIOR AGREEMENT IN WRITING AS TO PRICES, SHALL %E AT THE CONTRACTOR S RISK, AND WILL %E CONSIDERED UNAUTHORI=ED, AND AT THE OPTION OF THE OWNER MAY NOT %E MEASURED AND PAID FOR AND MAY %E ORDERED REMOVED AT THE CONTRACTOR S EXPENSE. UPON FAILURE OF THE CONTRACTOR TO REPAIR SATISFACTORY OR TO REMOVE AND REPLACE, IF SO DIRECTED, REJECTED, UNAUTHORI=ED OR CONDEMNED WORK OR MATERIALS IMMEDIATELY AFTER RECEIVING NOTICE FROM THE OWNER, THE OWNER WILL, AFTER GIVING WRITTEN NOTICE TO THE CONTRACTOR, HAVE THE AUTHORITY TO CAUSE DEFECTIVE WORK TO %E REMEDIED OR REMOVED AND REPLACED, OR TO CAUSE UNAUTHORI=ED WORK TO %E REMOVED AND TO DEDUCT THE COST THEREOF ANY MONIES DUE OR TO %ECOME DUE THE CONTRACTOR. 38.DISPOSITION AND DISPOSAL OF EXCESS AND UNSUITA%LE MATERIALS: ALL MATERIALS TO %E REMOVED FROM THE SITE INCLUDED %UT NOT LIMITED TO EXCESS MATERIAL AND UNSUITA%LE MATERIALS SUCH AS CONCRETE, ASPHALT, LARGE ROCKS, REFUSE, AND OTHER DE%RIS SHALL %ECOME THE PROPERTY OF THE CONTRACTOR AND SHALL %E DISPOSED OF OUTSIDE THE LIMITS OF THE PROJECT. CONTRACTOR SHALL ALSO COMPLY WITH ALL APPLICA%LE LAWS GOVERNING SPILLAGE OF DE%RIS WHILE TRANSPORTING TO A DISPOSAL SITE. COSTS ASSOCIATED WITH THE DISPOSAL OF EXCESS AND UNSUITA%LE MATERIALS SHALL %E INCLUDED IN THE CONTRACT AMOUNT. 3.RECORD DRAWINGS: THE CONTRACT SHALL MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF ALL MATERIALS AND SYSTEM COVERED %Y THE PROJECT CONTRACT DOCUMENTS. THE COMPLETE SET OF RECORD DRAWINGS MUST %E DELIVERED TO THE OWNER ANDOR ENGINEER %EFORE RE4UESTING FINAL PAYMENT. 40.FRANCHISE UTILITIES: THE CONTRACTOR IS RESPONSI%LE FOR COORDINATING THE INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITE CONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT. 41.SCOPE OF WORK: THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE %UILDING. REFERENCE THE %UILDING PLANS (E.G. ARCHITECTURALSTRUCTURALMEP) FOR AREAS WITHIN 5-FEET OF THE %UILDING AND WITHIN THE %UILDING FOOTPRINT. 42.SITE DRAINAGE: CONTRACTOR SHALL MAINTAIN ADE4UATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING %UT NOT LIMITED TO, MAINTAINING EXISTING DITCHES OR CULVERTS FREE OF O%STRUCTIONS AT ALL TIMES. 43.THE CONTRACTOR SHALL FULLY EXECUTE THE WORK DESCRI%ED AS SHOWN IN THE CONSTRUCTION PLANS OR REASONA%LY INFERA%LE THEREFROM OR ASCERTAINA%LE IN THE EXERCISE OF PROFESSIONAL EFFORTS (AS HEREINAFTER DEFINED) AS NECESSARY TO PRODUCE THE RESULTS INTENDED %Y THE CONSTRUCTION PLANS, EXCEPT AS SPECIFICALLY INDICATED IN THE CONSTRUCTION PLANS TO %E THE RESPONSI%ILITY OF OTHERS. AS USED HEREIN, THE TERM ³PROFESSIONAL EFFORTS´ MEANS THAT LEVEL OF SKILL AND CARE ORDINARILY EXERCISED %Y EXPERIENCED CONTRACTORS AND CONSTRUCTION MANAGERS COMPARA%LE TO CONTRACTOR ENGAGING IN INSTITUTIONAL AND COMMERCIAL PROJECTS SIMILAR IN SI=E AND COMPLEXITY TO THE PROJECT IN MAJOR UNITED STATES UR%AN AREAS, WHEN PERFORMING DUTIES, RESPONSI%ILITIES AND O%LIGATIONS COMPARA%LE TO THOSE UNDER THE CONTRACT DOCUMENTS. EROSION CONTROL NOTES: 1.LAND DISTUR%ING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS %EEN RECEIVED %Y THE GOVERNING AUTHORITIES, PERMITS ARE O%TAINED, AND ALL EROSION CONTROL MEASURES ARE IN PLACE. 2.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3.THE GENERAL CONTRACTOR (AND ALL SU%CONTRACTORS INVOLVED WITH ANY CONSTRUCTION ACTIVITIES RELATED TO EARTHWORK, EROSION CONTROL, ETC. OR WHICH UTILI=E POSSI%LE POLLUTANTS AS DEFINED IN THE TPDES GENERAL PERMIT) SHALL REVIEW AND ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT, AS WELL AS ALL THE TCE4 RE4UIREMENTS SET FORTH IN THE TPDES GENERAL PERMIT. 4.THIS EROSION CONTROL PLAN IS A SUPPLEMENT TO THE SWPPP PREPARED %Y OTHERS. REFER TO THE SWPPP FOR ADDITIONAL RE4UIREMENTS. 5.ALL WASH WATER SHALL %E DISPOSED OF IN A MANNER THAT PREVENTS CONTACT %ETWEEN WASH WATER POLLUTANTS AND STORM RUNOFF DISCHARGED FROM THIS SITE. 6.OIL AND GREASE A%SOR%ING MATERIALS SHALL %E READILY AVAILA%LE ON-SITE AND SHALL %E PROMPTLY USED TO CONTAIN ANDOR CLEAN UP ALL FUEL OR CHEMICAL SPILLS OR LEAKS. .DUST CONTROL SHALL %E ACCOMPLISHED %Y WATERING DRY, EXPOSED AREAS ON A REGULAR %ASIS. SPRAYING OF PETROLEUM %ASED OR TOXIC LI4UIDS FOR THIS IS PROHI%ITED. 8.DISTUR%ED AREAS ON THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 14 DAYS SHALL %E TEMPORARILY PLANTED ANDOR SEEDED AND WATERED. .DISTUR%ED AREAS ON THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY CEASED SHALL %E PERMANENTLY PLANTED ANDOR SEEDED WITHIN 14 DAYS. 10.PLANTING ANDOR SEEDING OF VEGETATED AREAS TO ACCOMPLISH STA%ILI=ATION SHALL %E PERFORMED IN ACCORDANCE WITH THE LANDSCAPING PLAN. AREAS %EYOND THE LIMITS OF THE LANDSCAPING PLAN (OR WHEN A LANDSCAPING PLAN DOES NOT EXIST) SHALL %E HYDROMULCHED WITH HIGHWAY MIX AND WATERED WITH TEMPORARY A%OVE GROUND IRRIGATION UNTIL THE VEGETATION IS ESTA%LISHED. 11.ALL VEHICLES SHALL %E CLEANED AT THE CONSTRUCTION EXIT POINT(S) %EFORE LEAVING THE SITE. 12.ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT ROADWAYS %Y ANY VEHICLES EXITING THE SITE SHALL %E CLEANED OR REMOVED IMMEDIATELY. 13.THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SILT IN ANY STORM SEWER INLETS AND PIPES, AND ALONG SILT FENCES, WITHIN 48 HOURS AFTER INSPECTION OF DEVICES REVEALS THE PRESENCE OF EXCESS SILTATION. 14.SILT FENCES SHALL %E PLACED AROUND ANY STOCKPILES USED ON THE SITE. STONE OVERFLOW POINTS SHALL %E ADDED AT ALL LOW POINTS ALONG SILT FENCING. 15.ADDITIONAL EROSION CONTROL MEASURES MAY %E IMPLEMENTED %Y THE CONTRACTOR AT HIS DISCRETION AT NO ADDITIONAL EXPENSE TO THE OWNER. THE ADDITION OR DELETION OF ANY EROSION CONTROL MEASURE MAY RE4UIRE THAT THE SWPPP %E MODIFIED IN ACCORDANCE WITH THE TCE4 S TPDES GENERAL PERMIT GUIDELINES. 16.ALL TEMPORARY EROSION CONTROL DEVICES (SILT FENCE, ETC.) SHALL %E REMOVED AND PROPERLY DISPOSED OF OFF SITE WITHIN THIRTY DAYS AFTER STA%ILI=ATION OF ALL DISTUR%ED SURFACES IS COMPLETE. 1.THE CONTRACTOR SHALL ASSUME LIA%ILITY FOR DAMAGE TO ADJACENT PROPERTIES ANDOR PU%LIC RIGHT OF WAY RESULTING FROM FAILURE TO FULLY IMPLEMENT AND EXECUTE ALL EROSION CONTROL PROCEDURES SHOWN AND NOTED IN THESE PLANS AND IN THE SWPPP. 18.THE CONTRACTOR SHALL MODIFY THIS PLAN TO SHOW LOCATIONS OF TEMPORARY WASH DOWN AREA, PORTA%LE TOILETS, E4UIPMENT MAINTENANCEREPAIR AREAS, STOCKPILE AREAS, FUEL STORAGE AREAS, ETC. AND POLLUTANT CONTROLS FOR EACH. 1.THE GENERAL CONTRACTOR, AS THE TCE4 DEFINED OPERATOR, SHALL PERFORM ALL RE4UIRED INSPECTIONS OF STORM WATER CONTROLS AND PRACTICES AT FRE4UENCIES OUTLINED IN THE TPDES GENERAL PERMIT, AND SHALL FILL OUT APPROPRIATE INSPECTION FORMS (AS PROVIDED IN THE SWPPP). 20.IF DIRT OR ROCK IS EXPORTED FROM THIS SITE, OR IF DIRT OR ROCK IS IMPORTED FROM AN OFF SITE %ORROW LOCATION, THE CONTRACTOR SHALL ASSUME RESPONSI%ILITY FOR COMPLIANCE WITH ALL TCE4 STORM WATER RE4UIREMENTS FOR THE REMOTE SITE. THE CONTRACTOR SHALL FURNISH THE OWNER WITH A COPY OF THE WRITTEN AGREEMENT WITH THE LANDOWNER OF THE REMOTE SITE INDICATING PERMITTING AND EROSION CONTROL MEASURES WILL %E IMPLEMENTED THEREON. 21.THE CONTRACTOR SHALL %E RESPONSI%LE FOR REESTA%LISHING VEGETATION IN ALL DISTUR%ED AREAS WHETHER SHOWN IN THIS PLAN SET OR NOT. VEGETATION SHALL %E REESTA%LISHED IN ACCORDANCE WITH THE STANDARDS OF THE GOVERNING MUNICIPALITY. 22.CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERNS DURING CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED DRAINAGE INFRASTRUCTURE SHOWN IN THESE CONSTRUCTION PLANS IS INSTALLED AND OPERATIONAL. STANDARD ABBREVIATIONS: APPROX APPROXIMATELY ASPH ASPHALT %C %ACK OF CUR% %-%%ACK TO %ACK OF CUR% %FR %ARRIER FREE RAMPS %M %ENCHMARK %W %OTTOM OF WALL CATV CA%LE TV CFS CU%IC FEET PER SECOND CI CUR% INLET CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONN CONNECTION CONST CONSTRUCT CL CENTER LINE DCO DOU%LE CLEANOUT DE DRAINAGE EASEMENT DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DW DOMESTIC WATER EJ EXPANSION JOINT ELEV ELEVATION EMH ELECTRIC MANHOLE EP EDGE OF PAVEMENT ESMT EASEMENT EX EXISTING FC FACE OF CUR% F-F FACE TO FACE OF CUR% FFE FINISH FLOOR ELEVATION FH FIRE HYDRANT FM FORCE MAIN FO FI%ER OPTICS FG FINISHED GRADE FP FINISHED PAD FPS FEET PER SECOND FL FLOW LINE G GUTTER GI GRATE INLET GM GAS METER HDPE HIGH DENSITY POLYETHYLENE PIPE HDWL HEADWALL HMAC HOT MIX ASPHALTIC CONCRETE HORI=HORI=ONTAL HP HIGH POINT HVAC HEATING, VENTILATION AND AIR CONDITIONING IRR IRRIGATION J% JUNCTION %OX JT JOINT LF LINEAR FEET LP LOW POINT LT LEFT M%C MULTIPLE %OX CULVERT ME MATCH EXISTING MH MANHOLE NA NOT APPLICA%LE NG NATURAL GROUND (EXISTING) PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PRC POINT OF REVERSE CURVATURE PROP PROPOSED PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT OCEW ON CENTER EACH WAY OHE OVERHEAD ELECTRIC R RADIUS RC%REINFORCED CONCRETE %OX RCI RECESSED CUR% INLET RCP REINFORCED CONCRETE PIPE RCCP REINFORCED CONCRETE CYLINDRICAL PIPE REINF REINFORCED RL RIDGE LINE ROW RIGHT OF WAY RT RIGHT SF S4UARE FEET SD STORM DRAIN S4 S4UARE SS SANITARY SEWER SSE SANITARY SEWER EASEMENT STA STATION SY S4UARE YARD T TELEPHONE TC TOP OF CUR% TG TOP OF GROUND TMH TELEPHONE MANHOLE TP TOP OF PAVEMENT TPIPE TOP OF PIPE TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC VCP VITRIFIED CLAY PIPE WTR WATER WE WATER EASEMENT WL WATER LINE WM WATER METER WMH WATER MANHOLE WV WATER VALVE WW WASTE WATER DEMOLITION NOTES 1.NO EARTH-DISTUR%ING ACTIVITIES SHALL COMMENCE UNTIL ALL PERMITS ARE O%TAINED AND PERIMETER EROSION CONTROL MEASURES ARE IN PLACE. 2.ALL DEMOLITION SHALL %E CLOSELY COORDINATED WITH THE OWNER S REPRESENTATIVE REGARDING ITEMS TO %E SALVAGED, THOSE TO %E REMOVED, ETC. INCLUDING ANY AND ALL TREE PRESERVATION AND TRANSPLANTING ACTIVITIES, AS OUTLINED IN THE PRE-CONSTRUCTION MEETING. REMOVAL, RELOCATION ANDOR DISPOSAL OF ANY PRE-EXISTING ON-SITE TRASH, DE%RIS, OR STOCKPILES SHALL %E INCLUDED IN THE TOTAL COST OF DEMOLITION AND SHALL %E COORDINATED WITH THE OWNER S REPRESENTATIVE AT ALL TIMES. 3.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONS GOVERNING AGENCIES REGARDING THE DEMOLITION, REMOVAL, TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION DE%RIS. 4.INGRESS AND EGRESS POINTS, PROPOSED DISPOSAL SITES, AND HAUL ROUTES MUST %E APPROVED %Y CITY OFFICIALS PRIOR TO REMOVAL OF DEMOLITION DE%RIS OFF-SITE. 5.THE CONTRACTOR SHALL %E RESPONSI%LE FOR COORDINATING DISCONNECTION OF ALL UTILITIES SERVING THE EXISTING SITE WITH THE APPROPRIATE UTILITY COMPANY, AND SHALL O%TAIN APPROVAL FROM SAME TO COMMENCE DEMOLITION ACTIVITIES. 6.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, %ENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA. .THE CONTRACTOR SHALL ASSUME RESPONSI%ILITY FOR THE PROTECTION OF ALL PROPERTY CORNER MONUMENTS, %ENCHMARKS, CONTROL POINTS, ETC, AND SHALL HAVE, AT HIS EXPENSE, ALL CORNER MONUMENTS REPLACED WHICH ARE DISTUR%ED %Y CONSTRUCTION ACTIVITIES. 8.THE CONTRACTOR SHALL INCUR ALL COSTS FOR MAINTENANCE AND REPAIR OF THE EXISTING FENCES TO REMAIN, IRRIGATION SYSTEMS TO REMAIN, UTILITY LINES, ETC, AS OUTLINED IN THE SPECIFICATIONS. .THE CONTRACTOR SHALL LOCATE, REMOVE, RELOCATE, AND LOWER ALL UNDERGROUND UTILITY CA%LES (ELECTRIC, TELEPHONE, ETC.) UP TO A DEPTH OF 24 INCHES %ELOW GRADE AS PART OF THE %ASE %ID. 10.THE CONTRACTOR SHALL LOCATE AND REMOVE ALL UNDERGROUND UTILITY PIPING, CONDUIT, AND CA%LES, REGARDLESS OF DEPTH, IN THE AREA OF THE PROPOSED %UILDING(S) FOUNDATIONS. 11.NOTES SHOWN HEREON REGARDING SPECIFIC ITEMS OF DEMOLITION ARE GENERAL IN NATURE, AND ARE NOT INTENDED TO %E WHOLLY INCLUSIVE. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS TO THE SATISFACTION OF THE OWNER, AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS, AND TO THE EXTENT AS NOTED IN THE SPECIFICATIONS. 12.THE CONTRACTOR SHALL %E RESPONSI%LE FOR PLUGGING, CAPPING, OR OTHERWISE TERMINATING UTILITY SERVICE LINES AT EXISTING METER LOCATIONS, CLEANOUTS, ETC. A MIN. DISTANCE OF 1 FOOT OUTSIDE THE LIMITS OF THE TRACT SHOWN. 13.THE CONTRACTOR SHALL CREATE AMPLE STAGING AND STOCKPILING AREAS FOR THE DELIVERIES OF CONSTRUCTION MATERIALS, CONCRETE DELIVERIES, TOPSOIL, ETC. IN ACCORDANCE WITH THE OWNER S REPRESENTATIVE AND THE PROJECT SPECIFICATIONS. 14.IF AS%ESTOS, LEAD-%ASED ITEMS OR ANY OTHER HA=ARDOUS MATERIALS ARE ENCOUNTERED THE CONTRACTOR IS RE4UIRED TO FOLLOW ALL LOCAL, STATE, AND FEDERAL GUIDELINES FOR THE CONTAINMENT, REMOVAL, AND DISPOSAL PROCEDURES. 15.KE IS NOT RESPONSI%LE FOR THE MEANS AND METHODS EMPLOYED %Y THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS DEMOLITION PLAN SIMPLY INDICATES THE KNOWN O%JECTS ON THE SU%JECT TRACT THAT ARE TO %E DEMOLISHED AND REMOVED FROM THE SITE. 16.KE DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED %ASED ON SURVEY AND UTILITY INFORMATION PROVIDED %Y OTHERS, SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN %E REMOVED. THE CONTRACTOR IS RESPONSI%LE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THE OWNERS OF IMPROVEMENTS AND UTILITIES THE A%ILITY AND PROCESS FOR THE REMOVAL OR THEIR FACILITIES. 1.THIS DEMOLITION PLAN IS INTENDED TO GIVE GENERAL GUIDANCE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN A STATE SUITA%LE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TO ACCOMPLISH THIS GOAL ARE THE RESPONSI%ILITY OF THE CONTRACTOR. 18.CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRI%ING SITE CONDITIONS PRIOR TO %IDDING AND IMPLEMENTING THE DEMOLITION PLAN: 18.1.ENVIRONMENTAL SITE ASSESSMENT PROVIDED %Y THE OWNER, 18.2.AS%ESTOS %UILDING INSPECTION REPORT(S) PROVIDED %Y THE OWNER, 18.3.GEOTECHNICAL REPORT PROVIDED %Y THE OWNER, 18.4.OTHER REPORTS THAT ARE APPLICA%LE AND AVAILA%LE. 1.CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE A%OVE CITED REPORTS HAVE %EEN PREPARED AND TO O%TAINREVIEWAND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE. 20.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF O%JECTS ON THE SITE AND THE DISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR S SOLE RESPONSI%ILITY TO REVIEW THE SITE, DETERMINE THE APPLICA%LE REGULATIONS, RECEIVE THE RE4UIRED PERMITS AND AUTHORI=ATIONS, AND COMPLY. 21.KE DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED A%OVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO %E DEMOLISHED AND REMOVED. 22.SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT, FOUNDATIONS OR WALLS, THAT ARE ALSO TO %E REMOVED. PAVING NOTES 1.THE CONTRACTOR SHALL %E RESPONSI%LE FOR THE COST OF OF PASSING FIELD DENSITY TESTS ON THE STA%ILI=ED SU%GRADE FOR SITE PAVING E4UAL TO THE RATIO OF 1 PER 5,000 S4UARE FEET OF PAVEMENT (AND ALL FAILING DENSITY TESTS AND RE4UIRED MOISTURE DENSITY CURVES). ADDITIONAL FIELD DENSITY TESTS MAY %E RE4UIRED FOR FOUNDATIONS. REFER TO STRUCTURAL PLANS AND SPECIFICATIONS FOR SUCH. IN ADDITION, THE CONTRACTOR SHALL PROVIDE THE OWNER TEN (10) PASSING SITE PAVEMENT CORES FOR THE OWNERS USE IN THE OWNER S TESTING FOR THICKNESS AND COMPRESSIVE STRENGTH. CORE LOCATIONS SHALL %E DESIGNATED %Y THE OWNER. CONTRACTOR SHALL PATCH CORE HOLES AND FINISH WITH LIKE AND MATCHING MATERIALS. CONTRACTOR SHALL %E RESPONSI%LE FOR ANY ADDITIONAL TESTING COSTS SHOULD THE A%OVE TESTS FAIL MINIMUM CRITERIA AS ESTA%LISHED %Y NCTCOG. ANY NON-CONFORMING PAVING SHALL %E REPLACED OR RESOLVED IN ACCORDANCE WITH NCTCOG SPECIFICATIONS AND THESE CONSTRUCTION PLANS. 2.ALL EARTHWORK AND SU%GRADE PREPARATION SHALL %E IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION AND REPORT FOR THIS PROJECT AND THOSE RECOMMENDATIONS LISTED WITHIN THE REPORT. REFER TO THIS REPORT FOR ALL EARTHWORK AND RELATED ITEMS. REFER TO STRUCTURAL FOR %UILDING PREP. THE REPORT REFERENCES AGENCYINDUSTRY STANDARDS. IN THE EVENT THAT THERE IS A 4UESTION OR DISPUTE %ETWEEN GOVERNING SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY SUCH THAT THE OWNER RECEIVES THE MOST ADVANTAGEOUS FINISHED PRODUCT. 3.THE CONTRACTOR IS SOLELY RESPONSI%LE FOR PERFORMING ALL CONSTRUCTION LAYOUTS FROM THE SITE LAYOUT CONTROL POINTS AND FROM THE DIMENSIONS SHOWN. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN ADVANCE AND ALLOW FOR THE ENGINEER S RESPONSE %EFORE PROCEEDING WITH THE WORK. 4.ALL PAVING DIMENSIONS ARE TO FACE OF CUR%, AND EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5.IT SHALL %E THE RESPONSI%ILITY OF THE CONTRACTOR TO SUPPLY THE CITY AND THE ENGINEER WITH A CONCRETE MIX DESIGN AT THE PRE-CONSTRUCTION MEETING FOR REVIEW AND APPROVAL. THE COST OF THIS DESIGN SHALL %E INCLUDED IN THE UNIT PRICE OF PAVEMENT MATERIAL. 6.THE CONTRACTOR SHALL PROTECT ANY EXISTING ANDOR PROPOSED UTILITIES, WHICH ARE IN THE PROPOSED SU%GRADE DURING THE SU%GRADE STA%ILI=ATION PROCESS. .CONTRACTOR SHALL ADJUST ALL UTILITIES (EXISTING AND PROPOSED) TO FINAL GRADE AT CONTRACTORS EXPENSE. ALL UTILITIES AND APPURTENANCES SHALL %E EXTENDED UP TO FINAL GRADE. UTILITY CLEAN-OUTS, VALVES, MANHOLES, ETC. LOCATED WITHIN PAVED AREAS SHALL %E PAVED PER DETAIL. IN NON-PAVED AREAS, SAID APPURTENANCES SHALL HAVE A 4 THICK CONCRETE PAD EXTENDING 12 %EYOND SAID APPURTENANCE (%LOCK OUT) POURED AT FINAL GRADE FOR PROTECTION AGAINST DAMAGE FROM MOWING AND MAINTENANCE E4UIPMENT. 8.CONTRACTOR SHALL PLACE IRRIGATION, UTILITY CONDUITS, AND OTHER SLEEVES AS NECESSARY FOR CONSTRUCTION PRIOR TO ANY PAVING CONSTRUCTION, PER THE IRRIGATION AND ARCHITECTURALMEP PLANS, OR AS DIRECTED %Y THE OWNER S REPRESENTATIVE WITH THE CUR%S SCORED TO IDENTIFY THE SLEEVE LOCATIONS. .UNLESS OTHERWISE NOTED, SU%GRADE SHALL %E STA%ILI=ED TO 12 %EYOND THE %ACK OF CUR% OR EDGE OF PAVEMENT PER GEOTECH RECOMMENDATIONS UNLESS STATED OTHERWISE. ALL CONCRETE STRENGTH AND REINFORCING STEEL SHALL %E PER PROJECT GEOTECHNICAL RECOMMENDATIONS. 10.FIRE LANES, PARKING, AND ROADWAY STRIPING & MARKINGS SHALL CONFORM TO CITY STANDARDS. 11.SIDEWALKS WITHIN LANDSCAPE AREAS SHALL %E MINIMUM 4 THICK. LARGE EXPANSES OF CONCRETE FLATWORK (SUCH AS MAJOR PEDESTRIAN AREAS, PLA=A AREAS %ETWEEN %UILDINGS OR OTHER STRUCTURES) SHALL %E TREATED LIKE VEHICULAR CONCRETE PAVEMENT AND RECEIVE SAME SU%GRADE STA%ILI=ATION AS VEHICULAR PAVEMENT (6 DEEP MINIMUM AND IN ACCORDANCE WITH A LIME SERIES TEST) AND ALL JOINTS (CONTRACTION AND EXPANSION JOINTS) SHALL %E SEALED WITH SELF LEVELING POLYURETHANE SEALANT. 12.ALL PAVEMENT WITHIN 5 OF PROPOSED %UILDING(S) SHALL ADHERE TO THE STRUCTURAL RECOMMENDATIONS AND OR ARCHITECTURAL RE4UIREMENTS. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS AND RELATED TECHNICAL SPECIFICATIONS. CIVIL PAVEMENT LIMITS %EGIN 5 OUTSIDE THE %UILDING. IN THE EVENT OF OF A CONFLICT WITH THE STRUCTURAL AND OR ARCHITECTURAL WITHIN THIS AREA, THE STRUCTURAL ARCHITECT RE4UIREMENTS SHALL GOVERN. 13.FOR CUR% INLETS SU%TRACT 0.5 (6 INCHES) FOR STANDARD THROAT RECESS AT INLETS PER STANDARD DETAILS. SURROUNDING PAVEMENT AND GUTTER SHALL %E WARPED TO DRAIN FOR INLETS ON GRADE, FLUMES, AND SAG INLETS. INLETS ON GRADE SHALL %E SET IN PLACE TO MATCH THE CUR% GRADE LINE. 14.ALL REINFORCING STEEL AND DOWEL %ARS IN PAVEMENT SHALL %E SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES %Y THE USE OF %AR CHAIRS OR OTHER APPROVED SUPPORT. 15.CONNECTION OF THE PROPOSED SIDEWALK TO EXISTING PAVING, SIDEWALK, %UILDING, AND WHEELCHAIR RAMPS SHALL %E CONSIDERED SU%SIDIARY TO THE COST OF THE CONSTRUCTION OF THE SIDEWALK. ALL JOINTS (EXPANSION, ISOLATION, CONTRACTION, & CONSTRUCTION) FOR CONCRETE PAVING AND INCIDENTAL CRACKS SHALL %E SEALED AND INSTALLED IN ACCORDANCE WITH THE AMERICAN CONCRETE PAVEMENT ASSOCIATION (ACPA) RECOMMENDATIONS. CONTRACTOR SHALL O%SERVE THE ARCHITECTURAL AND STRUCTURAL JOINTING LAYOUTS. IN THE EVENT OF A DISCREPANCY OR CONFLICT FOR SITE PAVING, THE CONTRACTOR SHALL REFER TO ACPA PU%LICATION IS061.01P AND IS400.01P FOR THE JOINT SPECIFICATIONS AND THE LAYOUT OF PAVEMENT JOINTS (NON-PAY ITEM). 16.THE CONTRACTOR SHALL USE CARE DURING SOIL STA%ILI=ATION AND COMPACTION ACTIVITIES SO AS NOT TO ADVERSELY AFFECT LANDSCAPE AREAS OR UTILITY LINES WITH SOIL STA%ILI=ATION TREATMENTS. AFTER COMPACTION AND PRIOR TO PLACING GRASS, THE UPPER 8 INCHES (8) OF ALL LANDSCAPED AREAS SHALL %E AERATED, TILLED, OR OTHERWISE PROCESSED SO AS TO PROMOTE HEALTHY ROOT GROWTH FOR TURF AND OTHER VEGETATION. THE CONTRACTOR WILL %E RESPONSI%LE FOR ANY REPAIRS, UNDERCUTTING, REMOVAL, DISPOSAL, AND %ACKFILLING OF THESE AREAS IF STA%ILI=ATION IS DISCOVERED (NON-PAY ITEM). 1.THE CONTRACTOR SHALL SU%MIT A JOINT SPACING PLAN FOR ENGINEER APPROVAL PRIOR TO CONSTRUCTION. UTILITY NOTES 1.THE CONTRACTOR SHALL %E RESPONSI%LE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PU%LIC, PRIOR TO MO%ILI=ATION. CONTRACTOR SHALL VISIT THE SITE AND MAKE ALL NECESSARY O%SERVATIONS AND INSPECTIONS TO FAMILIARI=E THEMSELVES WITH THE SITE AND THE SITE FACILITIES. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND %ASED ON INFORMATION FURNISHED %Y THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES O%SERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT %E RESPONSI%LE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA AND, THE CONTRACTOR, SHALL HAVE FULL RESPONSI%ILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL %E CONSIDERED AS HAVING %EEN INCLUDED IN THE CONTRACT PRICE. 2.CONTRACTOR SHALL, IN %ASE %ID PROVIDE ALL NECESSARY FITTINGS AND APPURTENANCES RE4UIRED TO COMPLETE ALL CONNECTIONS, RESOLVE UTILITY CONFLICTS AND OTHER INCIDENTAL UTILITY WORK SHOWN ON THE PLANS OR CONTAINED IN THE SPECIFICATIONS OR RE4UIRED %Y GOVERNING AGENCIES TO INCLUDE, %UT NOT LIMITED TO TEMPORARY SERVICES: VALVES, %OXES, METERS, %ACKFLOW PREVENTORS, FIRE DEPARTMENT CONNECTIONS, ETC. INCLUDING THE REPAIR OR REPLACEMENT OF ANY EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL RAISELOWER OR ADJUST ALL EXISTING UTILITY MAINS IN CONFLICT WITH PROPOSED UTILITIES AS PART OF THE %ASE %ID FOR ALL KNOWN OR UNKNOWN LINES. 3.THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 1 WEEK PRIOR TO %EGINNING CONSTRUCTION. THE CONTRACTOR SHALL %E RESPONSI%LE FOR AND MAKE ARRANGEMENTS FOR ANY AND ALL TEMPORARY UTILITIES, PERMITS, AND AGREEMENTS. 4.THE CONTRACTOR SHALL PROTECT ALL UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL GIVE THE CITY, RESIDENTS AND %USINESSES AFFECTED %Y ANY ANTICIPATED WATER OR SEWER SERVICE DISRUPTIONS AT LEAST FORTY-EIGHT (48) HOURS PRIOR NOTICE. 5.CONTRACTOR SHALL EXERCISE CAUTION AND MAINTAIN ADE4UATE CLEAR =ONE %ETWEEN THE CONTRACTOR S E4UIPMENT AND ANY POWER LINES. 6.THE CONTRACTOR SHALL PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONES RISERS, WATER VALVES, UTILITIES, ETC. DURING ALL CONSTRUCTION PHASES. CONTRACTOR WILL %E RESPONSI%LE TO REPLACE ANY DAMAGED ITEMS AND RESTORE ANY SERVICES THAT HAVE %EEN DISTUR%ED. ALL MANHOLES, CLEAN-OUTS, WATER VALVES, FIRE HYDRANTS AND OTHER APPURTENANCES MUST %E ADJUSTED TO FINAL GRADE %EFORE THE OWNER WILL ACCEPT THE WORK. .THE CONTRACTOR SHALL SALVAGE ALL EXISTING CITY UTILITIES (INCLUDING SIGNS, VALVES, FIRE HYDRANTS, ETC.) IN ACCORDANCE WITH CITY RE4UIREMENTS AND PROVIDE TO THE CITY. 8.ALL UTILITIES WITHIN 5 OF PROPOSED %UILDING(S) SHALL ADHERE TO THE MEP S RECOMMENDATIONS AND OR RE4UIREMENTS. CONTRACTOR SHALL PROVIDE STORM DRAIN CONNECTIONS FOR ALL ROOF DRAIN LINES. REFER TO MEP S PLANS AND RELATED TECHNICAL SPECIFICATIONS. CIVIL UTILITIES (WATER, SANITARY SEWER & STORM SEWER) LIMITS %EGIN 5 OUTSIDE THE %UILDING. IN THE EVENT OF OF A CONFLICT WITH THE MEP S WITHIN THIS AREA, THE MEP S RE4UIREMENTS SHALL GOVERN. .TESTING OF UTILITY TRENCH %ACKFILL COMPACTION SHALL %E AT 5 INTERVALS AND EACH LIFT S %ACKFILL UNLESS OTHERWISE DEFINED IN THE GEOTECHNICAL REPORT FOR THIS PROJECT. %ACKFILL SHALL %E PROCESSED SUCH THAT NO DIRT CLODS ARE IN EXCESS OF 4 DIAMETER. ALL SANITARY SEWER LINES AND STORM SEWER LINES SHALL %E TV TESTED AT THE COMPLETION OF THE PROJECT (IN ADDITION TO MINIMUM CODE OR OTHER RE4UIREMENTS) TO CHECK FOR DAMAGE CAUSED %Y OTHER TRADES, UTILITY CONFLICTS, TRENCH SETTLEMENT, ETC. THE COST OF SUCH SHALL %E INCLUDED IN THE CONTRACTORS %ASE PRICE. GENERAL NOTES RETAINING WALLS: 1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP AND %OTTOM OF THE WALL. 2.RETAINING WALL TYPE OR SYSTEM SHALL %E SELECTED %Y THE OWNER. 3.RETAINING WALL DESIGN SHALL %E PROVIDED %Y OTHERS AND SHALL FIT IN THE WALL =ONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL %E PERFORMED %Y A LICENSED ENGINEER AND ARE NOT PART OF THIS PLAN SET. 4.RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT %UILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTA%ILITY NOTES. 5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS. UTILITY PROVIDER INDEX UTILITY PROVIDER CONTACT PHONE NUM%ER EMAIL ADDRESS GAS COSERV JENNIFER ELLIOT 40-321-80JELLIOT#COSERV.COM ELECTRIC COSERV JENNIFER ELLIOT 40-321-80JELLIOT#COSERV.COM TELEPHONEFI%ER 86 Item 10. EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E PP PP CO CO CO CO COCO CO A A A AA EX OHE EX OHEPP PP 30 32 20 25 1 0 60 16 1 6 1 5 0 5 6 5 6 8 5 00 6 8 0606 6 0 6 5 0 6 5 0 64 5 6 6 0 6 0 6 8 0 6 01010 00 0 0 2 5 2 0 1 5 1 0 0 5 0 0 15 2 0 05 00 60 60 00 10 15 6 6 5 6 0 6 5 6 8 0 685 6 0 0 5 1 0 1 5 2 0 30 25006 0 6 8 0 6 0 6 6 0 6 5 6 6 5 5 6 6 0 6 6 530 2 5 2 0 10 00 6 0 60 65 680 68 5 60 685 68 0 6 5 60 665 665 66 0 660 6 5 0 65 5 6 6 0 64 5 6 4 0 LOT 4, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. 6 5 6 5 TRACT 1 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CAU%LE ENTERPRISES VOL. 64, PG. 5 D.R.D.C.T. LOT 1R, %LOCK A SADAU ADDITION DOC. 2013-10 P.R.D.C.T. LOT 2R, %LOCK A SADAU ADDITION DOC. 2010-82 P.R.D.C.T. LOT 3R, %LOCK A SADAU ADDITION DOC. 2010-82 P.R.D.C.T. LOT 5, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT 6, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT , %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT 8, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT , %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. S%RC PROPERTIES, LLC DOC. 2014-1283 O.P.R.D.C.T. NICHOLAS DEMORE & CATHARINE DEMORE DOC. 2016-16111 O.P.R.D.C.T. LOT 1, %LOCK A S%RC ADDITION DOC. 201-2, P.R.D.C.T.LOT 2R, %LOCK A O DELL ADDITION DOC. 201-1, P.R.D.C.T. TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. ICVICV =ONE AE MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) ME G A V I E W D R I V E SUNRISE DRIVE HILLSIDE DRIVE LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 6 LOT LOT 10 LOT 11 LOT 12 LOT LOT 4 LOT LOT 6 LOT 1 LOT 4 LOT 1 LOT 3 LOT 2 LOT 13X LOT 2 LOT 3 LOT 5 DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. SHEET C2.1 SHEET C2.2 SHEET C2.3 SHEET C2.4 SHEET C2.5 SHEET C2.6 SHEET C2.6 SHEET C2.6 LOT 8 %LOCK A %LOCK A %LOCK A %LOCK % %LOCK C APPROXIMATE AREA WITHIN THE 100 YEAR FLOOD PLAIN FEDERAL INSURANCE ADMINISTRATION RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 481210230G, EFFECTIVE DATE APRIL 18, 2011. 100-YEAR FLOODPLAIN LIMITS 500-YEAR FLOODPLAIN LIMITS 500-YEAR FLOODPLAIN LIMITS UNITED STATES OF AMERICA LAKE RAY RO%ERTS U.S.A. FEE TRACT 14 VOL. 5, PG. 2, U.S. COURT MINUTES AS SHOWN ON CA%. X, SLIDE 5, P.R.D.C.T. 100-YEAR FLOODPLAIN LIMITS =ONE X =ONE X=ONE X-SHADED=ONE AE APPROXIMATE AREA WITHIN THE 100 YEAR FLOOD PLAIN FEDERAL RATE MAP FOR DENTON COUNTY, EFFECTIVE DATE APRIL 18, 2011. PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. FM 455 C2.0 FI L E N A M E : OV E R A L L G R A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ O V E R A L L G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UPE R VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 GRAPHIC SCALE FEET0300150 SCALE: 1" = 150' OVERALL GRADING PLAN LEGEND NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED FINISHED FLOOR & PAD ELEVATION PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 500 FG 00.00 TC 00.50 G 00.00 TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 RETAINING WALL NOTES: 1.RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP AND %OTTOM OF THE WALL. 2.RETAINING WALL TYPE OR SYSTEM SHALL %E SELECTED %Y THE OWNER. 3.RETAINING WALL DESIGN SHALL %E PROVIDED %Y OTHERS AND SHALL FIT IN THE WALL =ONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURAL DESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL %E PERFORMED %Y A LICENSED ENGINEER AND ARE NOT PART OF THIS PLAN SET. 4.RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT %UILDING FOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTA%ILITY NOTES. 5.RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS. FFE XXX.XX FP XXX.XX GRADING NOTES: 1.GEOTECHNICAL REPORT: SITE PREPARATION, GRADING, FILL COMPACTION, AND %UILDING PAD PREPARATION SHALL %E PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT %Y ____GEOTECH COMPANY__, DATED _______________. IN THE EVENT OF A CONFLICT %ETWEEN THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND THE NOTES ON THE GRADING PLAN, THE GEOTECHNICAL REPORT SHALL GOVERN. 2.TOPOGRAPHIC SURVEY: TOPOGRAPHIC SURVEY INFORMATION IS %ASED ON THE TOPOGRAPHIC SURVEY PREPARED %Y %ARTON CHAPA SURVEYING, LLC, DATED MAY 2023. 3.EXISTING CONDITIONS: PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL %E RESPONSI%LE FOR VERIFYING THE EXISTING CONDITIONS, INCLUDING GRADES AND DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES. 4.EROSION CONTROL: EROSION CONTROL DEVICES SHALL %E INSTALLED PRIOR TO COMMENCING CLEARING, STRIPPING AND GRADING OPERATIONS. REFER TO THE EROSION CONTROL PLAN FOR THE SE4UENCE OF EROSION CONTROL DEVICES TO %E INSTALLED. 5.PROPOSED GRADES: THE PROPOSED ELEVATIONS AND CONTOURS SHOWN ARE TO FINISHED GRADE. THE PROPOSED CONTOURS ARE APPROXIMATE. THE PROPOSED SPOT ELEVATIONS AND GRADIENTS ARE TO %E USED IN THE EVENT OF ANY DISCREPANCY WITH THE PROPOSED CONTOURS. MINOR ADJUSTMENT TO FINISH GRADE TO ACCOMPLISH SPOT DRAINAGE IS ACCEPTA%LE. 6.ACCESSI%LE ROUTESPARKING: SIDEWALKS AND CROSSWALKS ALONG ACCESSI%LE ROUTES SHALL %E IN ACCORDANCE WITH TAS AND ADA STANDARDS WITH A MAXIMUM RUNNING SLOPE OF 5 AND A MAXIMUM CROSS SLOPE OF 2. ACCESSI%LE PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 2 IN ALL DIRECTIONS. .TESTING: TESTING SHALL %E PERFORMED %Y A 4UALIFIED TESTING LA%ORATORY, EMPLOYED AND PAID DIRECTLY %Y THE OWNER. TESTING SHALL %E PERFORMED AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND SPECIFICATIONS, SU%SE4UENT TESTS NECESSARY TO DETERMINE THE ACCEPTA%ILITY OF CONSTRUCTION SHALL %E AT THE CONTRACTOR S EXPENSE. 8.MAXIMUM SITE SLOPES SHALL %E 4:1 UNLESS OTHERWISE NOTED. .CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL %UILDINGS. 10.CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERNS DURING CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED DRAINAGE INFRASTRUCTURE SHOWN IN THESE CONSTRUCTION PLANS IS INSTALLED AND OPERATIONAL. DRAINAGE NOTE REFER TO DRAINAGE REPORT FOR LAKESIDE ESTATES PREPARED %Y KCE ENGINEERING, LLC DATED 03082024. Existing and proposed ponds shall be analyzed using a computational model for detention analysis. HEC-HMS is recommended. Lake Ray Roberts has a flowage easement at elevation 645.5 ft. Please show on plans 87 Item 10. 1 5 25 0 5 6 5 6 8 5 6 5 6 6 5 6 5 5 6 0 6 5 6 8 5 6 5 0 5 2 5 3 0 1 5 FG 65.25 FG 65.1 FG 683. FG 66.00 FG 662.0 FG 685.62 FG 682.62 FG 665.0 FG 662.0 EX. 655.5 FG 662.25 FG 662.0 FG 65.51 FG 65.45 FG 6 6 0 . 4 6 FG 662.22 FG 65.60 EX. 662.2 EX. 65. FG 68.45 FG 68.51 FG 665.0 FG 6 6 3 . 4 6 FG 651.4 FG 64.15 FG 654.4 6 5 68 0 68 5 6 0 6 5 0 0 FP 00.0- (FUTURE) FP 66.0- (FUTURE) FP 665.- (FUTURE) FP 680.0- (FUTURE) FP 68.0- (FUTURE) 6 5 FG 662.4 FG 6 6 2 . 6 0 FG 685.62 FG 665.0 FG 665.0 FG 68.51 FG 68.45 FG 6 6 4 . 0 0 FG 662.4 FG 661.56 FG 661.42 FG 661.56 FG 6 6 2 . 2 5 FG 661. FG 661. FUTURE HIGH POINT FUTURE HIGH POINT FUTURE HIGH POINT FUTURE HIGH POINT FG 6 6 2 . 6 0 FUTURE HIGH POINT FG 664.08 FG 661.08 FG 664.08 60 65 680 68 5 60 655 655 650 650 FG 64.18 PERMANENT ROCK CHECK DAM D50 8 MIN. PERMANENT ROCK CHECK DAM D50 8 MIN. EX. 662.1 FG 661.50 FG 662.00 FG 663.0 66 0 665 X X X X X X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. HILLSIDE DRIVE LOT 10LOT 11 LOT 12 LOT LOT 6 TRACT 1 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. FLOODPLAIN LIMITS CAU%LE ENTERPRISES VOL. 64, PG. 5 D.R.D.C.T. DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. LOT 13X %LOCK C %LOCK A %LOCK A C2.1 FI L E N A M E : GR A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 LOT GRADING PLAN LEGEND NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED FINISHED FLOOR & PAD ELEVATION PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 500 FG 00.00 TC 00.50 G 00.00 TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 FFE XXX.XX FP XXX.XX MA T C H L I N E S H E E T C2 . 2 MA T C H L I N E SH E E T C2 . 6 GRAPHIC SCALE FEET08040 SCALE: 1" = 40' SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) No proposed grading in swales to support conveying runoff south to ditches revise plat to show dedicated easements for the swales 88 Item 10. 30 1 5 25 0 0 1 0 2 0 25 2 5 2 5 3 0 25 30 2 4 24 65 FG 1.82 FG 20.63 FG 0.40 FG 15.23 FG 18.23 FG 6.42 FG 12.66 FG 15.66 FG 10.40 FG 03.6 FG 00.6 FG 0.40 FG 04.82 FG 1.05 FG 1.82 FG 10.40 FG 12.66 FG 15.66 EX. %W 1.5 FG 15.8 FG 18.2FG 15.14 FG 1.6 FG 11.22 %W 16.25 %W 1.00 FG 1.3 FG 22.3 CONNECT TO EXISTING RETAINING WALL %EGIN PROP. RETAINING WALL EXISTING RETAINING WALL TO REMAIN EXISTING STEPS TO REMAIN PROP. RETAINING WALL (DESIGN%UILD %Y GC) PROP. DRIVEWAY TO SERVE EXISTING HOME CONTRACTOR TO ADJUST LIMITS OF EXISTING FENCE AS NEEDED TO INSTALL PROP. IMPROVEMENTS ADJUST TO MATCH FINAL GRADE %W 22.00 %W 18. FG 14.4 4:1 MAX 4:1 MAX %W 22.00 FG 0.82 FG 1.3 FG 22.3 FG 14.62 FG 1.62 FG 21.5 FG 18.5 FG 6.42 FG 01.20 FG 18.5 FG 15.5 FG 00.48 FG 6.48 FG 64.64 FG 14.6 10 05 FP 15.0- (FUTURE) 1 5 6 5 0 0 0 5 FP 60.0- (FUTURE)FUTURE HIGH POINT EXISTING FFE 32.0 0 5 1 0 0 0 1 5 2 0 FG 2 2 . 0 5 FG 20.82FG 21.5 FG 10.40 FG 18.23 FG 15.66 FG 03.6 FG 10.40FG 0.82 FG 20.82 FG 15.66 FG 18.8 FG 1 8 . 1 FG 22.65 FG 14.6 FG 22.3 FG 22.3 FG 2 2 . 0 5 FG 18.5 FG 00.48 FG 1.6 FUTURE HIGH POINT FUTURE HIGH POINT FP 0.0- (FUTURE) FG 20.82 FG 08.85 FG 05.85 FG 08.85 FG 2 2 . 5 FG 2 2 . 8 FG 2 2 . 5 FG 1.5 FG 22.5 FG 1.5 FG 20.5 FG 11.6 FG 14.6 FP 23.0- (FUTURE) FUTURE HIGH POINT FP 15.0- (FUTURE) FUTURE HIGH POINT 15 1 8 18 20 22 22 2 2 60 65 FG 1.53 %W 26.50 TW 2.00 15 1 5 END PROP. RETAINING WALL PERMANENT ROCK CHECK DAM (TYP) D50 8 MIN. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 ICVICVICV ICV ICV ICV ICV ICV ICV ICV ELEC WM CO CO CO CO COCO COGM GV ELEC ELEC A A A A A PT PT ICV ICV ICV LOT LOT 8 LOT LOT 1 LOT 5 DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. HI L L S I D E D R I V E HILLSIDE DRIVE MEGAVIEW DRIVE SUNRISE DRIVE %LOCK A %LOCK % C2.2 FI L E N A M E : GR A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 LOT GRADING PLAN GRAPHIC SCALE FEET08040 SCALE: 1" = 40' MATCH LINE SHEET C2.5 MA T C H L I N E S H E E T C2 . 1 MA T C H L I N E S H E E T C2 . 3 LEGENDNOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER EXISTING DRAINAGE FLOW ARROW 500 500 FG 00.00 TC 00.50 G 00.00 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED DRAINAGE FLOW ARROW PROPERTY %OUNDARY TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 19 ' - 1 1 1 / 2 " Wall will require structural engineers approval Retaining walls are difficult to see. Revise line style or for clarity 89 Item 10. FG 666.8 FG 66.58 FG 66.10 FG 62.10 FG 680.48 FG 683.48 FG 686.8 FG 68.8 FG 60.5 FG 66.5 FG 684.08 FG 681.08 FUTURE HIGH POINT FG 666.5 FG 62.2 FG 65.2 FP 62.0- (FUTURE) 65 60 6 0 FP 668.0- (FUTURE) FP 62.0- (FUTURE) 6 5 FP 6.0- (FUTURE) FP 60.0- 6 8 5 6 0 6 5 6 8 0 FP 680.0- (FUTURE) FUTURE HIGH POINT FUTURE HIGH POINT FUTURE HIGH POINT FUTURE HIGH POINT 0 0 FG 66.58 FG 62.10 FG 683.48 FG 68.8 FG 66.58 FG 6 2 . 0 FG 60.5 FG 684.08 FG 65.2 6 6 5 6 0 6 6 5 65 5 66 0 PERMANENT ROCK CHECK DAM (TYP) D50 8 MIN. PERMANENT ROCK CHECK DAM (TYP) D50 8 MIN. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X APPROXIMATE AREA WITHIN THE 100 YEAR FLOOD PLAIN FEDERAL INSURANCE ADMINISTRATION RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 481210230G, EFFECTIVE DATE APRIL 18, 2011. =ONE AE LOT 3 LOT 4 LOT 5 LOT 6 LOT LOT 2 UNITED STATES OF AMERICA LAKE RAY RO%ERTS U.S.A. FEE TRACT 14 VOL. 5, PG. 2, U.S. COURT MINUTES AS SHOWN ON CA%. X, SLIDE 5, P.R.D.C.T. SUN R I S E D R I V E 500-YEAR FLOODPLAIN LIMITS 100-YEAR FLOODPLAIN LIMITS =ONE X-SHADED =ONE X %LOCK A %LOCK % C2.3 FI L E N A M E : GR A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 LOT GRADING PLAN GRAPHIC SCALE FEET08040 SCALE: 1" = 40' MATCH LINE SHEET C2.5 MA T C H L I N E S H E E T C2 . 2 MA T C H L I N E S H E E T C2 . 4 LEGEND NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED FINISHED FLOOR & PAD ELEVATION PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 FG 00.00 TC 00.50 G 00.00 TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 FFE XXX.XX FP XXX.XX SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) 500 If drainage swales will create a point discharge, approval from USACE will be needed to create within the flowage easement and floodplain for Ray Roberts 90 Item 10. 00 1 0 20 10 0 0 6 0 680 15 10 00 6 8 5 60 65 FG 04.38 FG 68.54 FG 15.5 FG 00.18 FG 03.18 FG 01.20 FG 04.0 FG 01.0 FG 03.12 FG 00.12 FG 68.5 FG 04.00 FG 11.20 FG 05.66 FG 04.38 ADJUSTRELOCATE TO MATCH FINAL GRADE ADJUSTRELOCATE TO MATCH FINAL GRADE FG 68.54 FG 68.50 FG 0.10 FG 04.64 FG 06.38 FG 61.54 FG 18.5 FG 0 6 . 3 8 FG 03.16 FG 04.0 FG 03.12 FG 01.5 FG 0 8 . 6 6 FG 61.54 FG 18.5 FG 06.40 FG 0.40 FG 0.40 FG 2 2 . 5 FG 2 2 . 8 FG 2 2 . 5 FG 1.5 FG 22.5 16 FG 1.5 FG 20.5 FG 02.44 FG 02.44 FG 6.42 FG 01.00 FG 01.00 FP 16.0- (FUTURE) 20 15 10 05 FP 23.0- (FUTURE) FUTURE HIGH POINT FUTURE HIGH POINT FP 15.0- (FUTURE) FUTURE HIGH POINT FUTURE HIGH POINT FP 20.0- (FUTURE) FP 10.0- (FUTURE) FP 10.0- (FUTURE) FUTURE HIGH POINT 05 10 03 68 6 5 6 5 05 10 10 2 2 15 11 1 2 13 14 65 00 END PROP. RETAINING WALL %W 6.2 TW 6. %W 64.3 TW 6.80 %W 61.21 TW 6.15 %W 60.2 TW 66.80 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TPED TRANSFORMER TELE TRANSFORMER ELEC M E G A V I E W D R I V E LOT 4 LOT 4 LOT 1 LOT 2 LOT 3 TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. HI L L S I D E D R I V E %LOCK % %LOCK % C2.4 FI L E N A M E : GR A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 LOT GRADING PLANGRAPHIC SCALE FEET08040 SCALE: 1" = 40' MATCH LINE SHEET C2.6 MA T C H L I N E S H E E T C2 . 5 LEGEND NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED FINISHED FLOOR & PAD ELEVATION PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 FG 00.00 TC 00.50 G 00.00 TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 FFE XXX.XX FP XXX.XX MATCH LINE SHEET C2.2 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) 500 Please provide additional detail for proposed pond: - Is it detention or retention? - Pond Layout details (slope, side slopes, etc.) - 1-ft freeboard for the 100-year storm event - Provide calculations that proposed volume meets the Modified Rational Method, with adjustment factors, required volume (Vmax) outlined in DCSRR IV.1.4 - Outfall design and proposed discharge - Elevation vs storage table - Drainage easement is needed for proposed pond - Maintenance agreement is needed for pond - maintenance access must be provided for proposed detention area DCSRR III.C.32 pond outfall plan is unclear. it appears this will direct concentrated flow onto the adjacent property. 91 Item 10. 64 5 0 0 1 0 6 0 6 8 0 6 0 6 6 0 6 5 0 64 5 15 6 0 68 015 1 0 0 0 6 4 0 FG 685.38 FG 682.38 FG 6 6 . 1 4 FG 6 . 1 4 FG 00.16 FG 14.0 FG 16.00 FP 65.0- (FUTURE) FP 62.0- (FUTURE) 60 65 6 FP 62.0- (FUTURE) 680 685 FP 00.0- (FUTURE) FUTURE HIGH POINT FUTURE HIGH POINT FUTURE HIGH POINT FUTURE HIGH POINT FG 00.16 FG 6 . 1 4 FG 685.38 FG 6 . 2 FG 6 . 8 3 FG 6 8 5 . 3 8 FG 6 . 2 1 0 0 60 0 80 16 16 0 0 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E PP SU N R I S E D R I V E LOT 2 LOT 3 LOT 1 LOT 3 LOT 1R, %LOCK A SADAU ADDITION DOC. 2013-10 P.R.D.C.T. LOT 2R, %LOCK A SADAU ADDITION DOC. 2010-82 P.R.D.C.T. UNITED STATES OF AMERICA LAKE RAY RO%ERTS U.S.A. FEE TRACT 14 VOL. 5, PG. 2, U.S. COURT MINUTES AS SHOWN ON CA%. X, SLIDE 5, P.R.D.C.T. 500-YEAR FLOODPLAIN LIMITS 100-YEAR FLOODPLAIN LIMITS =ONE AE =ONE X-SHADED=ONE X %LOCK A %LOCK % C2.5 FI L E N A M E : GR A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 LOT GRADING PLANGRAPHIC SCALE FEET08040 SCALE: 1" = 40' LEGEND NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED FINISHED FLOOR & PAD ELEVATION PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 FG 00.00 TC 00.50 G 00.00 TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 FFE XXX.XX FP XXX.XX SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) MATCH LINE SHEET C2.3 MA T C H L I N E S H E E T C2 . 4 500 Planned swale? 92 Item 10. 60 680606 0 66 5 665 EXISTING 24 STORM (4) EX. FL 661. EXISTING 24 STORM (4) EX. FL 662.5 ADJUST TO MATCH FINAL GRADE ADJUST TO MATCH FINAL GRADE ADJUSTRELOCATE TO MATCH FINAL GRADE FG 681.25 FG 681.25 FG 65.24 FG 65.24 FG 60.52 FG 60.52 FG 666. FG 666.1 %WFL 663.48 FG 6 6 6 . 8 FG 6 6 6 . 8 FG 683.25 FG 683.25 FG 6.24 FG 6.24 FG 62.52 FG 62.52 FG 668.81 FG 668.81 685 60 65 680 60 6 0 668 6 6 8 TW 666.8 TW 668.2 PROP. RETAINING WALL (DESIGN%UILD %Y GC) END PROP. RETAINING WALL %EGIN PROP. RETAINING WALL %W 66. TW 66.0 %W 668.5 %EGIN PROP. RETAINING WALL %W 68.0 TW 6.20 %W 60.2 %W 682.01 TW 684.23 TW 666.8 %WFL 663.2 %W 668.10 TW 668.60 %EGIN PROP. RETAINING WALL END PROP. RETAINING WALL PERMANENT ROCK CHECK DAM (TYP) D50 8 MIN. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ICV ICV TRANSFORMER ICV ICVICVICV ELEC. %OX TRANSFORMER ME G A V I E W D R I V E 65 6 8 0 685 FG 681.0 FG 61.0 FG 683.14 FG 683.05 FG 61.0 FG 683.4 FG 63.85 FG 6 8 5 . 0 5 FG 6 8 5 . 1 4 FG 63.85 65 680 685 %EGIN PROP. RETAINING WALL %W 62.4 TW 62. X XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ICV ICV ICV ICV ELEC METER FO EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX O H E PP PP TPED ELEC %OX ELEC %OX EXISTING12 STORM DRAIN (CMP) FL 685.8 EXISTING12 STORM DRAIN (CMP) FL 685.3 EXISTING12 STORM DRAIN (CMP) FL 684.3 EXISTING12 STORM DRAIN (CMP) FL 682. EXISTING ROCK COLUMNS AND ENTRANCE GATE MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) ME G A V I E W D R I V E EX. 645.0 EX. 645.0 EX. 646. FG 64.15 FG 643.50 645 EX. 645.4 EX. 643.0 644 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOT 13X DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. 500-YEAR FLOODPLAIN LIMITS 100-YEAR FLOODPLAIN LIMITS =ONE AE APPROXIMATE AREA WITHIN THE 100 YEAR FLOOD PLAIN FEDERAL INSURANCE ADMINISTRATION RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 481210230G, EFFECTIVE DATE APRIL 18, 2011. CAU%LE ENTERPRISES VOL. 64, PG. 5 D.R.D.C.T. =ONE X-SHADED =ONE X C2.6 FI L E N A M E : GR A D I N G P L A N _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ G R A D I N G P L A N _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 LOT GRADING PLANGRAPHIC SCALE FEET08040 SCALE: 1" = 40' LEGEND NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED CONTOUR EXISTING CONTOUR GRADE %REAK PROPOSED SWALE PROPOSED FINISHED GRADE PROPOSED TOP OF CUR%GUTTER PROPOSED TOP OF WALL %OTTOM OF WALL PROPOSED TOP OF INLET EXISTING SPOT GRADE EXISTING TOP OF CUR%GUTTER PROPOSED FINISHED FLOOR & PAD ELEVATION PROPOSED DRAINAGE FLOW ARROW EXISTING DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 FG 00.00 TC 00.50 G 00.00 TW 00.00 %W 6.00 TI 00.00 EX. 00.5 TC 00.5 G 00.0 FFE XXX.XX FP XXX.XX SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) MA T C H L I N E SH E E T C2 . 1 MATCH LINE THIS SHEET MATCH LINE THIS SHEET 500 The proposed increase in runoff will impact private property. This is not allowed (DCSRR IV.B). Please provide mitigation to reduce flows back to or less than existing or revise drainage to prevent increases onto private property. 93 Item 10. C3.0 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' MEGAVIEW DRIVE PLAN & PROFILE STA 1+00 TO 10+00 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP MA T C H L I N E S T A 1 0 + 0 0 S H E E T C3 . 1 MEGAVIEW DRIVE >STA 100 - STA 1000@ 655 660 665 60 65 680 685 60 655 660 665 60 65 680 685 60 100 200 300 400 500 600 00 800 00 1000 1050 260.00 VC K 3.366 AD 6.6 PVI ELEV 665.01 PVI STA 686.14 LOW POINT STA 64.44 LOW POINT ELEV 66.26 P V C S T A 5 5 6 . 1 4 T P E L E V 6 6 . 1 3 P V T S T A 8 1 6 . 1 4 T P E L E V 6 6 . 4 60.00 VC K 2.033 AD 2.22 PVI ELEV 65.00 PVI STA 4.44 LOW POINT STA 1.44 LOW POINT ELEV 63.86 P V C S T A 1 . 4 4 T P E L E V 6 3 . 8 6 P V T S T A . 4 4 T P E L E V 6 6 . 8 0 T P 6 8 4 . 0 8 T P 6 8 2 . 2 8 T P 6 8 0 . 4 T P 6 8 . 3 8 T P 6 6 . 3 0 T P 6 4 . 2 1 T P 6 2 . 4 T P 6 0 . 1 T P 6 6 . 3 2 T P 6 6 8 . 0 0 T P 6 6 . 3 4 T P 6 6 . 3 5 T P 6 6 8 . 0 2 T P 6 6 . 3 T P 6 1 . 2 3 T P 6 5 . 1 T P 6 8 . 0 4 T P 6 8 1 . 0 5 PROPOSED TP # CL ROADWAY EXISTING GROUND # ROW LT EXISTING GROUND # ROW RT EXISTING GROUND # CL ROADWAY P I S T A 1 0 0 . 0 0 T P L T 6 8 5 . 3 5 P I S T A 1 0 0 . 1 4 T P R T 6 8 5 . 5 S T A 1 0 0 . 0 0 a M E G A V I E W D R I V E % E G I N C O N C R E T E P A V E M E N T M A T C H E X I S T I N G P A V E M E N T P V I S T A 1 4 0 . 2 8 E P L T & R T 6 8 4 . 1 6 % E G I N T Y P I C A L S E C T I O N STA 63.45 EX. (4) 24 CMP STORM CROSSING FL 663.00 EP LT # -2.5 EP RT # -3.6 -2.4 3. 6.01 -3.6 2 -4. 1 -3.1 2 . 5 P V I S T A 2 4 . 8 T P 6 8 0 . 4 P V I S T A 1 4 0 . 2 8 T P 6 8 4 . 4 4 P V I S T A 4 1 3 . 6 8 T P 6 3 . 6 4 100 200 300 400 500 600 00 800 00 1000 LOT 1, %LOCK A S%RC ADDITION DOC. 201-2, P.R.D.C.T. TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. S%RC PROPERTIES, LLC DOC. 2014-1283 O.P.R.D.C.T.NICHOLAS DEMORE & CATHARINE DEMORE DOC. 2016-16111 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC. 2020-10250 MEGAVIEW DRIVE STA 100.00 a MEGAVIEW DRIVE CONNECT TO EXISTING PAVEMENT 28 . 0 EP - E P 14 . 0 14 . 0 60 . 0 R. O . W . LP MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) STA 128. EP 685.18 STA 128. EP 685.04 PI STA 100.14 TP 685.5 STA 140.28 a MEGAVIEW DRIVE %EGIN TYPICAL SECTION TP # CL 684.44 FL 24 CPVC 661.0 FL 24 CPVC 661.0 FL 24 CPVC 661.0 FL 24 CPVC 661.0 FL 24 CPVC 662.50 FL 24 CPVC 662.60 FL 24 CPVC 662.50 FL 24 CPVC 662.60 PROP. DITCH CENTERLINE (TYP.) PI STA 100.00 TP 685.35 CONTRACTOR TO FIELD VERIFY EXISTING GRADES AT CONNECTION TO MCREYNOLDS ROAD PRIOR TO CONSTRUCTION AND CONTACT ENGINEER AS RE4UIRED ELECTRIC LINE EASEMENT AND RIGHT-OF-WAY, DOC. 2010-2661, O.P.R.D.C.T. EX. EP 684. EX. EP 686.18 ROGER HENNEN & WIFE, CONNIE HENNEN STA 64.44 a MEGAVIEW DRIVE TP 66.26 100-year HGL shall be shown on all road profiles DCSRR IV.B Does not meet minimum curve length show profiles roadside ditches (TYP) 94 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' C3.1 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 MEGAVIEW DRIVE PLAN & PROFILE STA 8+50 TO 16+50 MA T C H L I N E S T A 1 0 + 0 0 S H E E T C3 . 0 MA T C H L I N E S T A 1 6 + 0 0 S H E E T C3 . 2 PROFILE SCALE MEGAVIEW DRIVE >STA 850 - STA 1650@ 665 60 65 680 685 60 65 00 05 10 665 60 65 680 685 60 65 00 05 10 00 1000 1100 1200 1300 1400 1500 1600 1650 T P 6 1 . 2 3 T P 6 3 . 1 3 T P 6 5 . 1 T P 6 8 . 0 4 T P 6 8 1 . 0 5 T P 6 8 4 . 0 5 T P 6 8 . 0 3 T P 6 8 . 2 8 T P 6 0 . 0 T P 6 2 . 0 5 T P 6 3 . 4 0 T P 6 4 . 8 3 T P 6 6 . 8 0 T P 0 2 . 2 0 T P 0 5 . 0 2 T P 0 . 8 4 PROPOSED TP # CL ROADWAY EXISTING GROUND # CL ROADWAY EXISTING GROUND # ROW LT EXISTING GROUND # ROW RT 2.0 3. 6.01 5.64 80.00 VC K 24.156 AD -3.31 PVI ELEV 688. PVI STA 118.48 HIGH POINT STA 1218.48 HIGH POINT ELEV 68.85 P V C S T A 1 1 3 8 . 4 8 T P E L E V 6 8 6 . 3 6 P V T S T A 1 2 1 8 . 4 8 T P E L E V 6 8 . 8 5 60.00 VC K 2.033 AD 2.22 PVI ELEV 65.00 PVI STA 4.44 LOW POINT STA 1.44 LOW POINT ELEV 63.86 P V C S T A 1 . 4 4 T P E L E V 6 3 . 8 6 P V T S T A . 4 4 T P E L E V 6 6 . 8 0 80.00 VC K 24.156 AD -3.31 PVI ELEV 688. PVI STA 118.48 HIGH POINT STA 1218.48 HIGH POINT ELEV 68.85 P V C S T A 1 1 3 8 . 4 8 T P E L E V 6 8 6 . 3 6 P V T S T A 1 2 1 8 . 4 8 T P E L E V 6 8 . 8 5 120.00 VC K 40.803 AD 2.4 PVI ELEV 65.68 PVI STA 1434.54 LOW POINT STA 134.54 LOW POINT ELEV 64.06 P V C S T A 1 3 4 . 5 4 T P E L E V 6 4 . 0 6 P V T S T A 1 4 4 . 5 4 T P E L E V 6 . 0 800 00 1000 1100 1200 1300 1400 1500 1600 CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. MEGAVIEW DRIVE PC STA 113.26 a MEGAVIEW DRIVE 28 . 0 EP - E P 14 . 0 14 . 0 28 . 0 EP - E P 14 . 0 14 . 0 MEGAVIEW DRIVE ELECTRIC LINE EASEMENT AND RIGHT-OF-WAY, DOC. 2010-2661, O.P.R.D.C.T. PROP. 10 DRAINAGE & UTILITY EASEMENT NICHOLAS DEMORE & CATHARINE DEMORE DOC. 2016-16111 O.P.R.D.C.T. TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. 60 . 0 R. O . W . 60 . 0 R. O . W . Does not meet minimum curve length 95 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' MEGAVIEW DRIVE PLAN & PROFILE STA 14+50 TO 22+00 C3.2 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROFILE SCALE PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. MA T C H L I N E S T A 1 6 + 0 0 S H E E T C3 . 1 LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP MEGAVIEW DRIVE >STA 1450 - STA 2200@ 65 00 05 10 15 20 25 30 65 00 05 10 15 20 25 30 1500 1600 100 1800 100 2000 2100 2200 56.53 VC K 21.02 AD -2.68 PVI ELEV 15.2 PVI STA 18.0 HIGH POINT STA 181. HIGH POINT ELEV 16.55 P V C S T A 1 6 1 . 4 4 T P E L E V 1 4 . 1 2 P V T S T A 1 8 1 . T P E L E V 1 6 . 5 5 80.00 VC K 21.33 AD -3.68 PVI ELEV 23.10 PVI STA 2038.3 HIGH POINT STA 2063.2 HIGH POINT ELEV 22.8 P V C S T A 1 8 . 3 T P E L E V 2 1 . 1 P V T S T A 2 0 8 . 3 T P E L E V 2 2 . 8 1 T P 6 6 . 8 0 T P 6 . 3 8 T P 0 2 . 2 0 T P 0 5 . 0 2 T P 0 . 8 4 T P 1 0 . 6 6 T P 1 3 . 4 8 T P 1 5 . 5 T P 1 . 5 0 T P 1 8 . 8 T P 2 0 . 4 6 T P 2 1 . 4 T P 2 2 . 8 3 T P 2 2 . 6 6 T P 2 2 . 2 E P L T 2 2 . 0 4 E P L T 2 1 . E P R T 2 2 . 0 4 E P R T 2 1 . 4 PROPOSED TP # CL ROADWAY EXISTING GROUND # CL ROADWAY EXISTING GROUND # ROW RT P I S T A 2 1 1 . 5 T P R T 2 1 . 2 5 S T A 2 1 1 . 5 T P 2 1 . 4 S T A 2 1 4 6 . 5 E P L T & R T 2 2 . 0 4 -1.2 5.64 -0.2 2.6 EP LT # -2.20 EP RT # -3.16 S T A 2 1 8 5 . 5 a M E G A V I E W D R I V E S T A 4 5 . 6 0 a S U N R I S E D R I V E S T A 2 1 8 5 . 5 T P 2 1 . 6 5 S T A 2 1 4 6 . 5 T P 2 2 . 3 2 E N D T Y P I C A L S E C T I O N LOT 8 LO T LOT 1 LOT 1 LOT 4 LOT 2 %LOCK A %LOCK C %LOCK % 1400 1500 1600 100 1800 100 2000 2100 3 0 0 4 0 0 5 0 0 6 0 0 PROP. 20 DRAINAGE & UTILITY EASEMENT STA 418.60 EP 21.6 SUNRISE DRIVE STA 46.60 EP 20.82 SUNRISE DRIVE STA 2185.5 a MEGAVIEW DRIVE STA 45.60 a SUNRISE DRIVE TP 21.65 MEGAVIEW DRIVE SU N R I S E D R I V E PROP. 10 DRAINAGE & UTILITY EASEMENT PC STA 113.26 a MEGAVIEW DRIVE TP 11.41 PC STA 2023.3 a MEGAVIEW DRIVE TP 22.51 PT STA 145.83 a MEGAVIEW DRIVE TP 13.24 PT STA 205.11 a MEGAVIEW DRIVE TP 22.86 PI STA 211.5 TP 21.25 PI STA 211.5 TP 21.4 STA 2146.5 a MEGAVIEW DRIVE END TYPICAL SECTION TP # CL 22.32 28 . 0 EP - E P 14 . 0 14 . 0 ELECTRIC LINE EASEMENT AND RIGHT-OF-WAY, DOC. 2010-2661, O.P.R.D.C.T. PROP. 10 DRAINAGE & UTILITY EASEMENT ǻ 1022 0 R 180.00 , L 32.5 C% N628 55W CD 32.53 ǻ 1033 45 R 180.00 , L 33.18 C% N623 06W CD 33.14 PROP. 10 DRAINAGE & UTILITY EASEMENT CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. R25.0 R25.0 (TYP) 60 . 0 R. O . W . HP STA 2063.2 a MEGAVIEW DRIVE TP 22.8 Suggest rounding to a whole number (TYP) Add to legend 96 Item 10. C3.3 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' SUNRISE DRIVE PLAN & PROFILE STA 1+00 TO 8+00 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP MA T C H L I N E S T A 7 + 0 0 SH E E T C3 . 4 MA T C H L I N E S T A 7 + 0 0 SH E E T C3 . 4 SUNRISE DRIVE >STA 100 - STA 00@ 00 05 10 15 20 25 30 35 00 05 10 15 20 25 30 35 100 200 300 400 500 600 00 50 80.00 VC K 25.555 AD -3.13 PVI ELEV 22.0 PVI STA 306.0 HIGH POINT STA 325.06 HIGH POINT ELEV 22.65 P V C S T A 2 6 6 . 0 T P E L E V 2 1 . P V T S T A 3 4 6 . 0 T P E L E V 2 2 . 5 10.28 VC K 1.000 AD -10.01 PVI ELEV 20. PVI STA 562.4 HIGH POINT STA 46.33 HIGH POINT ELEV 21.5 P V C S T A 4 6 . 3 3 T P E L E V 2 1 . 5 P V T S T A 6 5 . 6 1 T P E L E V 1 0 . 4 8 T P 1 8 . 2 6 T P 1 . 2 T P 2 0 . 4 5 T P 2 1 . 6 0 T P 2 2 . 5 3 T P 2 2 . 5 4 T P 2 2 . 1 2 T P 2 1 . 1 T P 2 1 . 0 2 T P 1 . 0 T P 1 5 . 8 5 T P 1 1 . 2 T P 0 5 . 8 8 S T A 1 0 0 . 0 0 a S U N R I S E D R I V E S T A 1 6 4 8 . 4 a H I L L S I D E D R I V E P I S T A 1 1 4 . 0 0 T P L T 1 8 . 1 6 EXISTING GROUND # CL ROADWAY EXISTING GROUND # ROW LT EXISTING GROUND # ROW RT PROPOSED TP # CL ROADWAY S T A 4 5 . 6 0 a S U N R I S E D R I V E S T A 2 1 8 5 . 5 a M E G A V I E W D R I V E S T A 1 3 . 0 0 E P L T & R T 1 8 . 6 P V I S T A 1 3 . 0 0 T P 1 . 0 4 % E G I N T Y P I C A L S E C T I O N -1 0 . 8 4 2.00 2.31 -0.82 EP RT # 4.24 EP LT # 2.40 P I S T A 1 1 4 . 0 0 E P R T 1 . 0 S T A 4 5 . 6 0 T P 2 1 . 6 5 S T A 1 0 0 . 0 0 T P 1 8 . 2 6 COMPACT FILL TO A MINIMUM 5 OF ASTM D PER GEOTECH REPORT PROPOSED TP # CL ROADWAY LOT 8 LOT LOT 1 LOT 1 SUNRISE DRIVE %LOCK A %LOCK C %LOCK % LOT 4 LOT 5 %LOCK C ME G A V I E W D R I V E 16 0 0 1 0 0 21 0 0 200 300 400 500 600 00HI L L S I D E D R I V E PROP. 20 DRAINAGE & UTILITY EASEMENT PROP. 20 DRAINAGE & UTILITY EASEMENT STA 1651.5 EP 18.21 HILLSIDE DRIVE STA 12.5 EP 16.4 HILLSIDE DRIVE STA 13.00 EP 18.6 STA 13.00 EP 18.6PI STA 114.00 TP 18.16 PI STA 114.00 TP 1.0 STA 45.60 a SUNRISE DRIVE STA 2185.5 a MEGAVIEW DRIVE TP 21.65 STA 100.00 a SUNRISE DRIVE STA 1648.4 a HILLSIDE DRIVE TP 18.26 60 . 0 R. O . W . 28 . 0 EP - E P 14 . 0 14 . 0 STA 13.00 a SUNRISE DRIVE %EGIN TYPICAL SECTION TP # CL 1.04 PROP. 10 DRAINAGE & UTILITY EASEMENT ǻ 4043 08 R 20.00 , L 206.10 C% N6832 12E CD 201. PC STA 584.6 a SUNRISE DRIVE TP 16.8 LOT 1 16 . 0 R 2 5 . 0 ( T Y P ) R2 5 . 0 (T Y P ) STA 325.06 a SUNRISE DRIVE TP 22.65 HP Provide report and update Missing ROW ground lines suggest round this to a whole number Does not meet minimum curve length 97 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' SUNRISE DRIVE PLAN & PROFILE STA 8+00 TO 14+00 PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP C3.4 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) MATCH LINE STA 14+00 SHEET C3.5 MA T C H L I N E S T A 1 4 + 0 0 S H E E T C3 . 5 MA T C H L I N E S H E E T S T A 7 + 0 0 C3 . 3 PROFILE SCALE MA T C H L I N E S H E E T ST A 7 + 0 0 C3 . 3 SUNRISE DRIVE >STA 00 - STA 1600@ 660 665 60 65 680 685 60 65 00 800 00 1000 1100 1200 1300 1400 600.00 VC K 2.580 AD 21.5 PVI ELEV 653.55 PVI STA 1182.4 LOW POINT STA 1181.83 LOW POINT ELEV 66.86 P V C S T A 8 8 2 . 4 T P E L E V 6 8 6 . 0 6 T P 6 5 . 0 5 T P 6 8 . 6 3 T P 6 8 4 . 2 6 T P 6 . 6 1 T P 6 5 . 8 6 T P 6 3 . 0 1 T P 6 1 . 0 8 T P 6 0 . 0 5 T P 6 6 . 2 T P 6 0 . 1 T P 6 2 . 3 T P 6 4 . T P 6 8 . 4 -1 0 . 8 4 COMPACT FILL TO A MINIMUM 5 OF ASTM D PER GEOTECH REPORT COMPACT FILL TO A MINIMUM 5 OF ASTM D PER GEOTECH REPORT PROPOSED TP # CL ROADWAY EXISTING GROUND # ROW LT EXISTING GROUND # ROW RT EXISTING GROUND # CL ROADWAY LOT LOT 5 LOT 4 LOT 3 LOT 1 LOT 2 %LOCK % 600 00 80 0 0 0 1000 1 1 0 0 1200 1 3 0 0 14 0 0 PROP. 20 DRAINAGE & UTILITY EASEMENT PROP. 10 DRAINAGE & UTILITY EASEMENT ǻ 4043 08 R 20.00 , L 206.10 C% N6832 12E CD 201. PT STA 0. a SUNRISE DRIVE TP 66.05 LOT 1 LOT PC STA 8.08 a SUNRISE DRIVE TP 684.36 PC STA 1236.51 a SUNRISE DRIVE TP 60.41 PT STA 1064.02 a SUNRISE DRIVE TP 62.38 PT STA 1346.2 a SUNRISE DRIVE TP 64. LOT 6 %LOCK A 60.0 R.O . W . 14.0 14.0 28.0 EP- E P PROP. 20 DRAINAGE & UTILITY EASEMENT PROP. 20 DRAINAGE & UTILITY EASEMENT PROP. 10 DRAINAGE & UTILITY EASEMENT PROP. 10 DRAINAGE & UTILITY EASEMENT ǻ 000 00 R 105.00 , L 164.3 C% S864 23E CD 148.4 ǻ 4034 2 R 155.00 , L 10.6 C% S2132 08E CD 10.4 SU N R I S E D R I V E SUN R I S E D R I V E 16.0 %LOCK C LOT 3LOT 4 LP STA 1180.31 a SUNRISE DRIVE TP 66.86 Does not meet minimum design K Show crossing (TYP) 98 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' SUNRISE DRIVE PLAN & PROFILE STA 14+00 TO 18+50 C3.5 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROFILE SCALE MA T C H L I N E S T A 1 4 + 0 0 S H E E T C3 . 3 PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP LOT 3 LOT 2 LOT 1 LOT 3 1400 1500 1600 100 CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. LOT 1R, %LOCK A SADAU ADDITION DOC. 2013-10 P.R.D.C.T. SUNRISE DRIVE %LOCK % LOT 2 60 . 0 R. O . W . 14 . 0 14 . 0 28 . 0 EP - E P PROP. 10 DRAINAGE & UTILITY EASEMENT (TYP) 20 PU%LIC UTILITY EASEMENT (CA%. X,SLIDE 5, P.R.D.C.T.) 60 . 0 %LOCK A 0.0 R3 0 . 0 (T Y P ) PROP. 20 DRAINAGE & UTILITY EASEMENT (TYP) PROP. 10 DRAINAGE & UTILITY EASEMENT (TYP) SUNRISE DRIVE >STA 1400 - STA 1850@ 65 680 685 60 65 00 05 10 65 680 685 60 65 00 05 10 1400 1500 1600 100 1800 1850 1.45 VC K 1.000 AD -10.3 PVI ELEV 6.00 PVI STA 15.26 HIGH POINT STA 16. HIGH POINT ELEV 6.52 P V C S T A 1 5 0 0 . 5 4 T P E L E V 6 8 8 . 2 2 P V T S T A 1 6 . T P E L E V 6 . 5 2 T P 6 8 . 4 T P 6 8 2 . 0 T P 6 8 8 . 1 6 T P 6 2 . 8 T P 6 6 . 4 8 T P 6 8 . 6 6 T P 6 . 5 3 T P 6 . T P 0 0 . 0 0 EXISTING GROUND # ROW LT EXISTING GROUND # CL ROADWAY EXISTING GROUND # ROW RT S T A 1 8 . 3 2 a S U N R I S E D R I V E E N D P A V E M E N T S E C T I O N I N S T A L L S T R E E T H E A D E R A N D T Y P E I I I % A R R I C A D E 10. 2 0.53 PROPOSED TP # CL ROADWAY 99 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' HILLSIDE DRIVE PLAN & PROFILE STA 1+00 TO 7+00 C3.6 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROFILE SCALE SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) MA T C H L I N E S T A 7 + 5 0 S H E E T C3 . 7 PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP MA T C H L I N E S T A 7 + 5 0 S H E E T C3 . 7 HILLSIDE DRIVE >STA 100 - STA 00@ 655 660 665 60 65 680 685 60 655 660 665 60 65 680 685 60 100 200 300 400 500 600 00 50 160.00 VC K 35.58 AD 4.50 PVI ELEV 666.60 PVI STA 404.40 LOW POINT STA 324.40 LOW POINT ELEV 664.4 P V C S T A 3 2 4 . 4 0 T P E L E V 6 6 4 . 4 P V T S T A 4 8 4 . 4 0 T P E L E V 6 1 . 8 5 T P 6 6 2 . 8 8 T P 6 6 2 . 6 3 T P 6 6 2 . 6 8 T P 6 6 3 . 4 0 T P 6 6 4 . 4 3 T P 6 6 5 . 5 6 T P 6 6 . 3 1 T P 6 6 . 6 T P 6 2 . 8 8 T P 6 6 . 1 6 T P 6 . 4 5 T P 6 8 6 . 0 1 EXISTING GROUND # CL ROADWAY EXISTING GROUND # ROW LT EXISTING GROUND # ROW RT PROPOSED TP # CL ROADWAY 6.5 -0.500.50 2.0 S T A 1 0 0 . 0 0 T P 6 6 2 . 8 8 I N S T A L L S T R E E T H E A D E R & T Y P E I I I % A R R I C A D E S T A 1 0 . 0 0 P V I - L P T P 6 6 2 . 5 3 S T A 2 2 0 . 0 0 P V I T P 6 6 2 . 8 LOT LOT 12 LOT 11 2 0 0 3 0 0 400 500 600 00 %LOCK A STA 38.6 EP 665.4 STA 33.22 EP 664.05 PROP. DITCH CENTERLINE (TYP.) PT STA 38.6 a HILLSIDE DRIVE TP 665.5 PC STA 33.22 a HILLSIDE DRIVE TP 664.33 STA 100.00 a HILLSIDE DRIVE INSTALL STREET HEADER & TYPE III %ARRICADE 28 . 0 EP - E P 60 . 0 R. O . W . 14 . 0 14 . 0 HILLSIDE DRIVE HI L L S I D E D R I V E LOT LOT 10 LOT 11 TRACT 1 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CAU%LE ENTERPRISES VOL. 64, PG. 5 D.R.D.C.T. %LOCK C 28 . 0 V.G . EP 664.08 ǻ 016 5 R 3.00 , L 61.45 C% N4345 16E CD 55.2 EP 664.00 EP 664.2 STA 38.6 EP 665.4 PROP. 20 DRAINAGE & UTILITY EASEMENT PROP. 10 DRAINAGE & UTILITY EASEMENT %LOCK A EP 664.45 EP 663.58 PI STA 36. TP 664.14 PI STA 365.25 TP 663.4 INSTALL TYPE III %ARRICADE WITH STREET HEADER 60.0 R 3 0 . 0 R30 . 0 STA 202.08 a HILLSIDE DRIVE TP 662.58 LP EXISTING GRADE 662.8 Show crossing (TYP) provide vertical curve where algebraic difference in grade is greater than 1. Does not meet minimum K 100 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' HILLSIDE DRIVE PLAN & PROFILE STA 7+00 TO 13+50 C3.7 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROFILE SCALE SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP MA T C H L I N E S T A 1 3 + 5 0 S H E E T C3 . 8 MA T C H L I N E S T A 7 + 5 0 S H E E T C3 . 6 HILLSIDE DRIVE >STA 00 - STA 1350@ 65 680 685 60 65 00 05 10 65 680 685 60 65 00 05 10 800 00 1000 1100 1200 1300 1400 EXISTING GROUND # CL ROADWAY EXISTING GROUND # ROW RT EXISTING GROUND # ROW LT T P 6 8 6 . 0 1 T P 6 8 . 3 0 T P 6 2 . 5 8 T P 6 5 . 8 T P 6 . 1 0 T P 0 1 . 4 0 T P 0 2 . 8 T P 0 4 . 1 1 T P 0 5 . 4 3 T P 0 6 . 6 T P 0 8 . 0 T P 0 . 4 2 T P 1 0 . 5 T P 1 2 . 0 PROPOSED TP # CL ROADWAY 6.5 2.66 8.88 VC K 20.15 AD -3.1 PVI ELEV 00.8 PVI STA 24.8 HIGH POINT STA 64.22 HIGH POINT ELEV 01.83 P V C S T A 8 8 5 . 3 4 T P E L E V 6 8 . 1 P V T S T A 6 4 . 2 2 T P E L E V 0 1 . 8 3 COMPACT FILL TO A MINIMUM 5 OF ASTM D PER GEOTECH REPORT LOT 6 LOT 5 HILLSIDE DRIVE LOT 10 LOT LOT 8 00 800 00 1000 1100 1200 1300 14 0 0 %LOCK C %LOCK A PROP. 20 DRAINAGE & UTILITY EASEMENT PROP. 20 DRAINAGE & UTILITY EASEMENT PC STA 1342.4 a HILLSIDE DRIVE TP 10. 28 . 0 EP - E P 60 . 0 R. O . W . 14 . 0 14 . 0 LOT PROP. DITCH CENTERLINE (TYP.) TRACT 1 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. ǻ 000 00 R 150.00 , L 235.62 C% S4606 14E CD 212.13 PROP. 10 DRAINAGE & UTILITY EASEMENT PROP. 10 DRAINAGE & UTILITY EASEMENT 16 . 0 16 . 0 Fix leaders Does not meet minimum curve length 101 Item 10. PROFILE SCALE GRAPHIC SCALE FEET08040 SCALE: 1" = 40' HILLSIDE DRIVE PLAN & PROFILE STA 13+50 TO 21+00 C3.8 HORIZ: 1" = 40' VERT: 1" = 4' FI L E N A M E : C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 . d w g FU L L P A T H : K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s K : \ J o b s \ C R J 2 2 0 0 1 _ H i l l s b o r o \ D r a w i n g s \ 0 2 _ E N G R \ 0 3 - P r o d u c t i o n \ K E R e s i d e n t a i l P & P S h e e t s \ C 8 . 0 P A V I N G P L A N & P R O F I L E _ C R J 2 2 0 0 1 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROFILE SCALE PAVING NOTES 1.PAVING RECOMMENDATIONS ARE MADE %Y XXX REPORT No. XXX DATED XXX 2022. 2.CONTRACTOR SHALL O%TAIN A COPY OF SAID GEOTECHNICAL ENGINEERING REPORT AND FAMILIARI=E THEMSELVES PRIOR TO %IDDING AND CONSTRUCTING THE IMPROVEMENTS OF THE PROJECT. 3.ALL PROPOSED PU%LIC PAVEMENT TO %E PER THE CITY OF SANGER STANDARDS & SPECIFICATIONS. 4.REFER TO SHEET C6.0 FOR PAVING DETAILS. LEGEND PROPOSED REINF.CONCRETE EXISTING ASPHALT PAVEMENT PROPERTY %OUNDARY HIGHPOINT LOWPOINT DRAINAGE FLOW DIRECTION HP LP MA T C H L I N E S T A 1 3 + 5 0 S H E E T C3 . 7 MATCH LINE STA 13+50 SHEET C3.7 HILLSIDE DRIVE >STA 1350 - STA 2100@ 65 00 05 10 15 20 25 30 65 00 05 10 15 20 25 30 1400 1500 1600 100 1800 100 2000 2100 162.3 VC K 1.004 AD -8.56 PVI ELEV 20.00 PVI STA 1648.4 HIGH POINT STA 161.60 HIGH POINT ELEV 18.51 P V C S T A 1 5 6 . 1 3 T P E L E V 1 . 8 4 P V T S T A 1 2 . 8 5 T P E L E V 1 5 . 1 T P 1 2 . 0 T P 1 3 . 4 0 T P 1 4 . 3 T P 1 6 . 0 6 T P 1 . 3 8 T P 1 8 . 4 3 T P 1 8 . 2 3 T P 1 6 . 2 T P 1 4 . 0 0 T P 1 1 . 0 5 T P 0 8 . 1 0 T P 0 5 . 1 4 S T A 1 6 5 . 5 a H I L L S I D E D R I V E S T A 1 0 0 . 0 0 a S U N R I S E D R I V E EXISTING GROUND # ROW LT EXISTING GROUND # ROW RTPROPOSED TP # CL ROADWAY - 5 . 1 2.66 S T A 1 6 1 . 0 T P 0 4 . 0 2 EXISTING GROUND # CL ROADWAY S T A 1 6 5 . 5 T P 1 8 . 1 PROPOSED TP # CL ROADWAY G M A A A A LOT 3 LOT 4 LOT 5 13 0 0 14 0 0 150 0 1600 100 1800 100 2000 2 0 0 3 0 0 STA 1648.4 a HILLSIDE DRIVE STA 100.00 a SUNRISE DRIVE TP 18.26 60.0 R.O.W. 28.0 EP-EP 14.0 14.0 PC STA 134.4 a HILLSIDE DRIVE TP 10. PT STA 1583.56 a HILLSIDE DRIVE TP 1.03 60 . 0 R. O . W . 14 . 0 14 . 0 28 . 0 EP - E P HILLSIDE DRIVE SU N R I S E D R I V E LOT 2 LOT 1 LOT 8 %LOCK A PROP. 20 DRAINAGE & UTILITY EASEMENT (TYP) PROP. 10 DRAINAGE & UTILITY EASEMENT (TYP) ELECTRIC LINE EASEMENT AND RIGHT-OF-WAY, DOC. 2010-2661, O.P.R.D.C.T. PROP. 10 DRAINAGE & UTILITY EASEMENT (TYP) ǻ 000 00 R 150.00 , L 235.62 C% S4606 14E CD 212.13 HP %LOCK C %LOCK C 16 . 0 16 . 0 R48. 0 4 8 . 0 R25.0 STA 166.08 TP 04.02 EP 03.4 EP 03.4 EP 02.81 EP 03.3 EP 03.06 EP 02.1 EP 01.5 EP 02.35 TP 02.68 EP 02.36 R25.0 R25.0 STA 1664.68 a HILLSIDE DRIVE TP 18.51 102 Item 10. PROFILE SCALE C4.0 HORIZ: 1" = 40 VERT: 1" = 4 FI L E N A M E : C 5 . 1 S T O R M P L A N _ ( S T - A _ C R J 2 2 0 0 1 ) . d w g FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ S T O R M P L A N _ S R 3 2 2 0 0 2 AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 CULVERT PLAN & PROFILE STORM DRAIN NOTES: 1.REFER TO SHEET C.0 FOR STORM DRAIN DETAILS. 2.CONTRACTOR SHALL RAISELOWER OR ADJUST ALL EXISTING FRANCHISE UTILITY LINES IN CONFLICT WITH PROPOSED UTILITIES AS PART OF THE %ASE %IDS FOR ALL KNOWN OR UNKNOWN LINES. GRAPHIC SCALE FEET08040 SCALE: 1" = 40' NOTE TO CONTRACTOR EXISTING PRIVATE AND PU%LIC STORM SEWER AND UTILITY INFRASTRUCTURE ARE SHOWN PER RECORD DRAWING PLANS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. LEGEND PROPOSED CUR% INLET PROPOSED STORM DRAIN PROPOSED STORM JUNCTION %OX PROPERTY %OUNDRAY GRAPHIC SCALE FEET08040 SCALE: 1" = 40' GRAPHIC SCALE FEET08040 SCALE: 1" = 40' 68 0 6 0 66 5 665 662 6 6 6 0 6 0 6 5 STA 000.00 LINE SUNRISE CULVERT INSTALL: 2- 24 S.E.T. (T[DOT DETAIL SET-PD) FL 24 666.5 STA 060.00 LINE SUNRISE CULVERT INSTALL: 2- 24 S.E.T. (T[DOT DETAIL SET-PD) FL 24 666.8 PROP. 2-24 RCP # 0.50 (PRIVATE) SU N R I S E D R I V E PROP. ROCK RIP-RAP D50 8 MIN. (TYP) 20.0 20 . 0 6 6 0 6 6 5 6 6 2 STA -000.00 LINE HILLSIDE CULVERT INSTALL: 2- 24 S.E.T. (T[DOT DETAIL SET-PD) FL 2-24 654.4 STA 120.44 LINE HILLSIDE CULVERT INSTALL: 2- 24 S.E.T. (T[DOT DETAIL SET-PD) FL 2-24 65. PROP. 2-24 RCP # 2.2 (PRIVATE) HI L L S I D E D R I V E PROP. ROCK RIP-RAP D50 8 MIN. (TYP) 20.0 20 . 0 60 6 0 STA 000.00 LINE MEGAVIEW CULVERT 1 %EGIN PROP. CULVERT CONNECT TO PROP. RETAINING WALL FL 24 663.2 STA 032.00 LINE MEGAVIEW CULVERT 1 END PROP. CULVERT CONNECT TO PROP. RETAINING WALL FL 24 663.48 PROP. 2-24 RCP # 0.5 (PRIVATE) EXISTING 24 STORM DRAIN (4-CPVC) FL 661. EXISTING 24 STORM DRAIN (4-CPVC) FL 662.5 ME G A V I E W D R I V E 48 . 5 PROP. ROCK RIP-RAP D50 6 MIN. (TYP) SUNRISE CULVERT 655 660 665 60 65 680 685 655 660 665 60 65 680 685 000 050 100 S T A 0 0 0 . 0 0 a S U N R I S E C U L V E R T I N S T A L L : 2 - 2 4 S . E . T . ( T [ D O T D E T A I L S E T - P D ) S T A 0 6 0 . 0 0 a S U N R I S E C U L V E R T I N S T A L L : 2 - 2 4 S . E . T . ( T [ D O T D E T A I L S E T - P D ) F L 2 4 6 6 6 . 5 F L 2 4 6 6 6 . 8 PROP. GRADE EX. GROUND PROP. 2-24 RCP # 0.50 (PRIVATE) INSTALL 60 LF STORM DRAIN W EM%EDMENT PER CITY STANDARDS HILLSIDE CULVERT 645 650 655 660 665 60 65 645 650 655 660 665 60 65 000 050 100 150 PROP. 2 - 2 4 R C P # 2.2 (PRIVA T E ) PROP. GRADE F L 2 4 6 5 4 . 4 F L 2 4 6 5 . S T A - 0 0 0 . 0 0 a H I L L S I D E C U L V E R T I N S T A L L : 2 - 2 4 S . E . T . ( T [ D O T D E T A I L S E T - P D ) S T A 1 2 0 . 4 4 a H I L L S I D E C U L V E R T I N S T A L L : 2 - 2 4 S . E . T . ( T [ D O T D E T A I L S E T - P D ) INSTALL 120 LF STORM DRAIN W EM%EDMENT PER CITY STANDARDS EX. GROUND MEGAVIEW CULVERT 1 650 655 660 665 60 65 680 650 655 660 665 60 65 680 000 050 100 PROP. 3-24 RCP # 0.5 (PU%LIC) F L 2 4 6 6 3 . 4 8 F L 2 4 6 6 3 . 2 S T A 0 0 0 . 0 0 a M E G A V I E W C U L V E R T 1 % E G I N P R O P . C U L V E R T C O N N E C T T O P R O P . R E T A I N I N G W A L L S T A 0 3 2 . 0 0 a M E G A V I E W C U L V E R T 1 E N D P R O P . C U L V E R T C O N N E C T T O P R O P . R E T A I N I N G W A L L INSTALL 32 LF STORM DRAIN W EM%EDMENT PER CITY STANDARDS PROP. GRADE EX. GROUND 100-year HGL shall be shown on all culvert profiles DCSRR IV.B One (1) foot of freeboard is required between the 100-year water surface elevation and the top of curb elevation 10.106(d)(7) 0' - 1 0 1 / 2 " Minimum 2' of cover desired. Provide class of concrete used and/or deload calculations 103 Item 10. 00 1 0 68 0 6 0 20 3065060 68 0 6 0 0 5 1 5 25 0 5 6 5 64 5 6 5 0 6 5 68 0 0 0 1 01560 685 6 5 6 0 685 6 5 6 5 1 0 660 6 5 660 640 645 650 65 0 00 0 5 1 0 1 5 2 0 2 5 3 025 1 0 0 5 0 0 6 5 6 0 6 8 5 6 8 0 6 5 6 0 66 5 6 6 0 6 5 5 1 5 10 05 0 0 6 5 6 0 685 680 6 5 6 0 6 6 5 6 6 0 6 5 5 6 5 0 6 5 0 655 6606656 0 6 5 6 8 0 6 8 5 6 0 65 0 0 0 5 15 05 10 00 65 60 685 680 65606 0 685 685680 6 5 60665 660 6 5 60 6 0 6 3 62 65 680 6 8 5 60 65 66 5 665 660 660 3 0 665 6 0 660 660 655 650 6 4 5 6 4 0 0 0 6856 0 645 6 5 0 655 6 6 0 6 6 5 6 8 5 6 8 0 6 5 6 0 1 5 2 0 2 5 2 5 3 0 25 30 2 0 2 5 3 0 3 3 3 3 6 5 0 64 5 640 6 4 0 64 0 6 4 064564 5 650 650 655 65 5 65 5 6 6 0 66 5 66 6 0 6 6 56606 5 6 0 6 8 5 6 8 0 6 5 6 0 6 6 5 6 6 0 6 5 5 6 5 0 64 5 2 4 24 EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E EX O H E PP PP ICV ICV ICV ICV ICVICVICV ICV ICV ICV ICV ICV ICV ICV ELEC METER TRANSFORMER TPED ELEC TELE FO TRANSFORMER TELE WM CO CO CO CO COCO COGM GV ELEC ELEC A A A AA PT PT TRANSFORMER ELEC ICV ICV EX OHE EX OHEPP PP TPED ELEC %OX ELEC %OX ICV ICV ICVICVICV ELEC. %OX TRANSFORMER 10 05 6 5 68 0 68 5 6 0 6 5 0 0 1 5 6 5 0 0 0 5 60 65 6 680 685 65 60 6 0 6 5 6 8 5 6 0 6 5 6 8 0 0 5 1 0 0 0 1 5 2 0 1 0 0 6 0 0 8 0 16 16 20 15 10 05 05 10 15 1 8 18 03 68 6 5 6 5 05 10 10 20 22 22 2 2 2 2 60 65 680 68 5 60 65 655 655 650 650 645 15 1 1 1 2 1314 65 00 685 60 65 680 60 6 0 65 680 685 668 6 6 8 15 1 5 6 6 5 6 0 6 6 5 0 0 65 5 66 0 644 66 0 665 LOT 4, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. TRACT 1 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CAU%LE ENTERPRISES VOL. 64, PG. 5 D.R.D.C.T. DHALIWAL PARTNERS, LTD. DOC. 200-5156 O.P.R.D.C.T. LOT 1R, %LOCK A SADAU ADDITION DOC. 2013-10 P.R.D.C.T. LOT 2R, %LOCK A SADAU ADDITION DOC. 2010-82 P.R.D.C.T. LOT 3R, %LOCK A SADAU ADDITION DOC. 2010-82 P.R.D.C.T. LOT 5, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT 6, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT , %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT 8, %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. LOT , %LOCK A SADAU ADDITION CA%. X, SLIDE 5 P.R.D.C.T. S%RC PROPERTIES, LLC DOC. 2014-1283 O.P.R.D.C.T. NICHOLAS DEMORE & CATHARINE DEMORE DOC. 2016-16111 O.P.R.D.C.T. LOT 1, %LOCK A S%RC ADDITION DOC. 201-2, P.R.D.C.T. LOT 2R, %LOCK A O DELL ADDITION DOC. 201-1, P.R.D.C.T. TRACT 2 ROGER HENNEN & WIFE, CONNIE HENNEN DOC. 2008-11301 O.P.R.D.C.T. CHINKO PLANTATIONS, LLC DOC. 2020-10250 O.P.R.D.C.T. HILLSIDE DRIVE SUNRISE DRIVE SU N R I S E D R I V E F . M . 4 5 5 PROP. CONCRETE WASHOUT S F SF SF SF SF SF LD LD LD LD LDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLD LD LD LD LDLDLDLD LDLDLDLD LD LD LD LD LD LD L D LD LD LD LD LD LD LD LD LD LD LD LD LD L D LD SF SF SFSFSFSFSF SFSFSF SF SF SF SF SF PROP. CONSTRUCTION ENTRANCE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROP. ROCK CHECK DAM (TYP) PROP. ROCK CHECK DAM (TYP) PROP. ROCK CHECK DAM (TYP) APPROXIMATE AREA WITHIN THE 100 YEAR FLOOD PLAIN FEDERAL INSURANCE ADMINISTRATION RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 481210230G, EFFECTIVE DATE APRIL 18, 2011. 100-YEAR FLOODPLAIN LIMITS 500-YEAR FLOODPLAIN LIMITS 500-YEAR FLOODPLAIN LIMITS 100-YEAR FLOODPLAIN LIMITS UNITED STATES OF AMERICA LAKE RAY RO%ERTS U.S.A. FEE TRACT 14 VOL. 5, PG. 2, U.S. COURT MINUTES AS SHOWN ON CA%. X, SLIDE 5, P.R.D.C.T. PROP. SILT FENCE (TYP) MCREYNOLDS ROAD (VARIABLE WIDTH ROW AS SHOWN ON CAB. X, SLIDE 959, P.R.D.C.T.) SF SF SF SF SF SF SF EROSION CONTROL PLAN C5.0 FI L E N A M E : ER O S I O N C O N T R O L _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ E R O S I O N C O N T R O L _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 SITE BENCHMARKS %M NO. 1 THE SITE %ENCHMARK IS A MAG NAIL FOUND IN ASPHALT IN THE NORTH LINE OF McREYNOLDS ROAD, %EING APPROXIMATELY 1,45 FEET EAST OF THE INTERSECTION OF McREYNOLDS ROAD AND F.M. 455. ELEVATION 685.64 (NAVD 83) AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 NOTES FOR CHANGES TO SWPPP: CONTRACTOR SHALL %E RE4UIRED TO UPDATE THIS SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, OR WHENEVER THE RESULT OF AN INSPECTION INDICATES THAT THIS SWPPP IS INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMI=ING POLLUTANTS IN STORMWATER DISCHARGES. HOWEVER, THE REGULATIONS OF THE TEXAS %OARD OF PROFESSIONAL ENGINEERS RE4UIRE THAT CHANGES MADE %Y THE CONTRACTOR DURING CONSTRUCTION MUST %E AUTHORI=ED %Y A LICENSED TEXAS ENGINEER. THESE CHANGES MAY %E AUTHORI=ED %Y THE ENGINEER OF RECORD THROUGH UPDATED DRAWINGS, WORK ORDER CHANGES, OR OTHER METHODS ACCEPTA%LE TO THE ENGINEER OR %Y ANOTHER ENGINEER PROVIDED THAT THEY NOTIFY THE ENGINEER OF RECORD. NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE FEET0300150 SCALE: 1" = 150' LEGEND PROPOSED LIMITS OF DISTUR%ANCE PROPOSED SILT FENCE PROPOSED INLET PROTECTION PROPOSED CONSTRUCTION ENTRANCE PROPOSED ROCK CHECK FILTER DAM PROPOSED CONCRETE WASHOUT PIT EXISTING CONTOUR PROPOSED CONTOUR EXISTING DRAINAGE FLOW ARROW PROPOSED DRAINAGE FLOW ARROW PROPERTY %OUNDARY 500 LD SF 500 EROSION CONTROL SE4UENCE: 1.INSTALL SILT FENCES AROUND PERIMETER OF PROPERTY AND DISTUR%ED AREAS AS SHOWN. 2.INSTALL INLET PROTECTION FOR ALL EXISTING GRATE INLETS, CUR% INLETS AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES, IF PRESENT. 3.CONSTRUCT TEMPORARY CONSTRUCTION EXIT. 4.COMMENCE GRU%%ING AND REMOVAL OF VEGETATION IN AREA TO RECEIVE CUT OR FILL. 5.COMMENCE GRADING OPERATION FOR %UILDING PAD PREPARATION. 6.INSTALL ALL UNDERGROUND UTILITIES. .FINALI=E PAVEMENT SU%GRADE PREPARATION. 8.INSTALL ALL PROPOSED STORM SEWER PIPES AND INSTALL INLET PROTECTION SILT FENCES AT ENDS OF EXPOSED PIPES. .CONSTRUCT ALL GRATE INLETS AND DRAINAGE STRUCTURES. INLET PROTECTION SILT FENCES MAY %E REMOVED TEMPORARILY FOR THIS CONSTRUCTION. 10.REMOVE SILT FENCES AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STA%ILI=ED %ASE COURSE. 11.INSTALL %ASE MATERIAL AS RE4UIRED FOR PAVEMENT, CUR% & GUTTER. 12.INSTALL ALL PAVING, CUR% & GUTTER. 14.COMPLETE PLANTING ANDOR SEEDING OF VEGETATED AREAS TO ACCOMPLISH STA%ILI=ATION, IN ACCORDANCE WITH NCTCOG STANDARDS. 15.REMOVE TEMPORARY CONSTRUCTION EXIT & SILT FENCES. EROSION CONTROL MAINTENANCE NOTES: 1.ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTI0N PLAN, SHALL %E MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER RE4UIRED FOR A COMPLETED PHASE OF WORK OR FINAL STA%ILI=ATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL %E CHECKED %Y A 4UALIFIED PERSON ON A SCHEDULE WHICH COMPLIES WITH THE GENERAL PERMIT RE4UIREMENTS AND CLEANED AND REPAIRED WITHIN 48 HOURS OF THE INSPECTION IN ACCORDANCE WITH THE FOLLOWING: 1.A.INLET PROTECTION DEVICES AND %ARRIERS SHALL %E REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.%.ALL SEEDED AREAS SHALL %E CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD %E FERTILI=ED, WATERED AND RESEEDED AS NEEDED. 1.C.SILT FENCES SHALL %E REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL %E REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 1.D.THE TEMPORARY PARKING AND STORAGE AREA (IF PRESENT) SHALL %E KEPT IN GOOD CONDITION (SUITA%LE FOR PARKING AND STORAGE). THIS MAY RE4UIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 1.E.OUTLET STRUCTURES IN THE SEDIMENTATION %ASINS OR SEDIMENT TRAPS (IF PRESENT) SHALL %E MAINTAINED IN OPERATIONAL CONDITION AT ALL TIMES. SEDIMENT SHALL %E REMOVED FROM SEDIMENT %ASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS %EEN REDUCED %Y 50. 1.F.MAINTENANCE PROCEDURES FOR THE EROSION AND SEDIMENTATION CONTROL SYSTEMS SPECIFIED ARE GIVEN IN SECTION 5 OF THE STORM WATER POLLUTION PREVENTION PLAN. EROSION CONTROL NOTES: 1.CONTRACTOR IS RESPONSI%LE FOR PREPARING AND IMPLEMENTING A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE TPDES. 2.TOTAL DISTUR%ED AREA 4.2 ACRES 3.REFER TO SHEET C8.0 FOR EROSION CONTROL DETAILS. NOTE TO CONTRACTOR CONTRACTOR TO O%TAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNER PRIOR TO CONSTRUCTION FOR ANY OFF-SITE IMPROVEMENTS. 80 NOTE: LAKE RAY RO%ERTS FLOWAGE EASEMENT IS LOCATED AT 645.50 FT Provide dimensions 104 Item 10. SAWED JOINT FACE FIRST POUR SECOND POUR SELF-LEVELING POLYURETHANE JOINT SEALANT 1" DEPTH MIN. 3/8" DIA. CLOSED CELL EXPANDED POLYETHYLENE FOAM BACKER ROD SELF-LEVELING POLYURETHANE JOINT SEALANT 34" MIN. 16" DOWEL COATING 6" LONG TRANSLUCENT DOWEL SLEEVE (ONE END CLOSED) NOTES: 1.SLEEVES FOR DOWELS SHALL HAVE AN INSIDE DIAMETER OF 116" GREATER THAN THE DIAMETER OF THE DOWELS AND SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO USE. 2.EXPANSION JOINTS SHALL BE CONSTRUCTED A MAXIMUM OF 500' APART ON STRAIGHT PAVING, AND WHERE INDICATED PER THE AMERICAN CONCRETE PAVEMENT ASSOCIATION'S TECHNICAL PUBLICATION ACPA ISO61.01P (LATEST VERSION) 3.DOWEL COATING SHALL BE ASPHALTIC COATING. 4.DOWELS SHALL NOT BE TIED TO OTHER REINFORCEMENT. 5.REFER TO SIDEWALK DETAILS THIS SHEET FOR EXPANSION JOINTS IN SIDEWALK AREAS. 6.ALL PAVEMENT LOCATED WITHIN THE PUBLIC R.O.W. SHALL CONFORM TO THE GOVERNING AUTHORITY'S SPECIFICATIONS, DETAILS & REQUIREMENTS FOR PUBLIC PAVEMENT. 7.FINISHED SURFACES SHALL BE INSTALLED FLUSH WITH A DIFFERENTIAL ELEVATION NOT TO EXCEED 18". #6 x 24" SMOOTH DOWEL @ 18" O.C. 1" CLEARANCE T/ 2 T T T/ 2 3 8"NOTES: 1.DEPTH OF JOINT SEALANT SHALL BE PER MANUFACTURER'S RECOMENDATIONS 2.CONTROL JOINTS SHALL BE CONSTRUCTED WHERE INDICATED PER THE AMERICAN CONCRETE PAVEMENT ASSOCIATION'S TECHNICAL PUBLICATION ACPA ISO61.01P (LATEST VERSION) 3.ALL PAVEMENT LOCATED WITHIN THE PUBLIC R.O.W. SHALL CONFORM TO THE GOVERNING AUTHORITY'S SPECIFICATIONS, DETAILS & REQUIREMENTS FOR PUBLIC PAVEMENT. SE E N O T E NOTES: 1.DEPTH OF JOINT SEALANT SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 2.ALL PAVEMENT LOCATED WITHIN THE PUBLIC R.O.W. SHALL CONFORM TO THE GOVERNING AUTHORITY'S SPECIFICATIONS, DETAILS & REQUIREMENTS FOR PUBLIC PAVEMENT. LAP BARS 30 DIA. & TIE T/ 4 SAWED JOINT FACE 3/8" DIA. CLOSED CELL EXPANDED POLYETHYLENE FOAM BACKER ROD SELF-LEVELING POLYURETHANE JOINT SEALANT 38" SE E N O T E T/ 4 T T/ 2 FIRST POUR SECOND POUR KEY NOTES: A.EXPANSION JOINT (ISOLATION) B.LONGITUDINAL CONSTRUCTION JOINT C.LONGITUDINAL CONTROL JOINT (CONTRACTION) D.TRANSVERSE CONTROL JOINT (CONTRACTION) E.PLANNED TRANSVERSE CONSTRUCTION JOINT F.EMERGENCY TRANSVERSE CONSTRUCTION JOINT G.PLACE 12" EXPANSION JOINT FILLER IN TOP OF CURB ONLY AT ALL RADIUS POINTS 34" RESILIENT PRE-MOLDED BITUMINOMUS IMPREGNATED FIBERBOARD UNITS COMPLYING WITH ASTM D9994, D1751, D2628; FS HH-F-341, TYPE II, CLASS A OR APPROVED EQUIVALENT B OR C B OR C AS REQUIRED B F A A B B D A B D E D A B D 26 ' - 4 8 ' B- B 26' - 48' B-B 16 ' - 2 0 ' B- B 2 6 ' - 4 8 ' B - B B OR C END OF DAYS WORK G D B FIRST POUR D B, C, OR D A D B OR C E A B OR C DIRECTION OF PAVING HALF WIDTH 25 ' B- B RULES: 1.AVOID ODD-SHAPED SLABS. 2.MAXIMUM TRANSVERSE JOINT SPACING FOR PAVEMENT SHOULD EITHER BE 24 TO 30 TIMES THE SLAB THICKNESS OR 15ft. 3.LONGITUDINAL JOINT SPACING SHOULD NOT EXCEED 12.5ft 4.KEEP SLABS AS SQUARE AS POSSIBLE. LONG NARROW SLABS TEND TO CRACK MORE THAN SQUARE ONES. 5.ALL TRANSVERSE CONTRACTION JOINTS MUST BE CONTINUOUS THROUGH THE CURB AND HAVE A DEPTH EQUAL TO 14 THE PAVEMENT THICKNESS. 6.IN ISOLATION JOINTS, THE FILLER MUST BE FULL DEPTH AND EXTEND THROUGH THE CURB 7.IF THERE IS NO CURB, LONGITUDINAL JOINTS SHOULD BE TIED WITH DEFORMED BARS. 8.OFFSETS AT RADIUS POINTS SHOULD BE AT LEAST 1.5ft WIDE. JOINT INTERSECTION ANGLES LESS THAN 60° SHOULD BE AVOIDED. 9.MINOR ADJUSTMENTS IN JOINT LOCATION MADE BY SHIFTING OF SKEWING TO MEET INLETS AND MANHOLES WILL IMPROVE PAVEMENT PERFORMANCE. 10.WHEN THE PAVEMENT AREA HAS DRAINAGE STRUCTURES, PLACE JOINTS TO MEET THE STRUCTURES IF POSSIBLE. 25' B-B TYP. 25' B-B TYP. A A A RULE #9 RULE #9 N.T.S. CONSTRUCTION BUTT JOINT N.T.S. EXPANSION JOINT (ISOLATION)N.T.S. CONTROL JOINT (CONTRACTION) N.T.S. TYPICAL JOINT LAYOUT CONCRETE PAVEMENT T 3" 16" 4 1 / 2 " 9" FUTURE PAVEMENT 2" 8" N.T.S. PAVEMENT BAR BARS EQUAL SIZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENT STREET HEADER FOR FUTURE PAVEMENT SEALED EXPANSION JOINT SEE EXPANSION JOINT DETAIL THIS SHEET N.T.S. STREET HEADER AT EXISTING PAVEMENT BARS EQUAL SIZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENT PAVEMENT BAR NO FORM PA V E M E N T TH I C K N E S S #4 X 24" DEFORMED DOWEL AT SAME SPACING AS PAVEMENT REINFORCEMENT EXISTING CONCRETE PAVEMENT 3/4" DRILLED HOLES BLOWN CLEAN & DOWELS COATED WITH EPOXY RESIN 12 " NO FORM 12" 9" (T ) NEW PAVEMENT N.T.S. THICKENED PAVEMENT EDGE BARS EQUAL SIZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENT PAVEMENT BAR NO FORM PA V E M E N T TH I C K N E S S #4 X 24" DEFORMED DOWEL AT SAME SPACING AS PAVEMENT REINFORCEMENT 12 " NO FORM 9" (T ) NEW PAVEMENT AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 C6.0 FI L E N A M E : PA V I N G D E T A I L S _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ P A V I N G D E T A I L S _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 PAVING DETAILS 22 28 EDGE TO EDGE 14 (TYP) 4: 1 M A X 4:1 MAX RO A D W A Y C L P. L . 20 D . U . E . 60 ROW 16 20 RESIDENTIAL TYPICAL SECTION NTS 20 D . U . E . CLASS C - 6 3600 PSI REIN. CONC. W No. 3 RE%AR # 18 O.C.E.W. 8 LIME STA%ILI=ED SU%GRADE PER CITY OF SANGER STANDARDS 4: 1 M A X 4:1 MAX P. L . 1 105 Item 10. AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 C7.0 FI L E N A M E : DR A I N A G E D E T A I L S _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ D R A I N A G E D E T A I L S _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 DRAINAGE DETAILS 106 Item 10. NTS PLAN VIEW NOTES 1.Actual layout, size and location to be determined by Contractor. 2.The concrete washout sign shall be installed within 30 ft. of the temporary concrete washout facility. 3.Once concrete wastes are allowed to harden, the concrete should be broken up, removed and disposed of properly. dispose of hardened concrete on a regular basis. A NTS SECTION A-A ISOMETRIC VIEW NTS 10 MIL THICK POLYETHYLENE LINING LATH AND FLAGGING ON ALL SIDESSANDBAG (TYP) SLOPE (1:1 TYP.) 15' MIN. 15 ' M I N . SANDBAG (TYP) SLOPE (1:1 TYP.)10 MIL THICK POLYETHYLENE LINING 3' M I N . 24" MIN. 1 1 2' 1' N.T.S. TEMPORARY CONCRETE WASHOUT AREA EROSION CONTROL DETAILS AUSTIN LANDS, LLC 803 W SOUTHLAKE %LVD, SUITE 100 SOUTHLAKE, TX 602 312-206-863 SHEET: RE V : DA T E : DE S C R I P T I O N : LA K E S I D E E S T A T E S TR A C T S 1 & 2 (6 8 . 0 A C . ) C. M A N C H A C A S U R V E Y AB S . N O . 7 9 0 CI T Y O F S A N G E R E T J DE N T O N C O U N T Y , T E X A S KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 6034 TEXAS FIRM NO. 1584 JOB NUMBER: ISSUE DATE: SR322002 03/13/2024 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 138740 JEREMY B. NELSON DATE: 03/13/2024 C8.0 FI L E N A M E : ER O S I O N C O N T R O L D E T A I L S _ S R 3 2 2 0 0 2 . d w g PL O T T E D B Y : Mi c h a e l H e i m l i c h FU L L P A T H : K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n K: \ J o b s \ s r 3 2 2 0 0 2 _ s a n g e r 6 8 \ D r a w i n g s \ 0 2 _ f i n a l P l a t \ 0 3 - P r o d u c t i o n \ E R O S I O N C O N T R O L D E T A I L S _ S R 3 2 2 0 0 2 PL O T T E D D A T E : 3/ 1 2 / 2 0 2 4 107 Item 10. March 25, 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: Lakeside Estates Drainage Study -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. (Halff) was requested by the City of Sanger to review the final plat and drainage study in support of the engineering plans for the Lakeside Estates located near the intersection of McReynolds Road and FM 455 E. The subject tract is located within the City of Sanger’s ETJ. The submittal was prepared by Kirkman Engineering and dated March, 2024. The preliminary plat and drainage comments were found acceptable by Halff in September 2023. 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. Drainage Study 1. The proposed increase in runoff will impact private property (ZOI-1). This is not allowed (DCSRR IV.B). Please provide mitigation to reduce flows back to or less than existing or revise drainage to prevent increases onto private property. 2. Existing and proposed ponds on site will need to be analyzed using computation model. HEC- HMS is recommended. 3. Please note Lake Ray Roberts contains a flowage easement at elevation 645.5 ft . Please show on plans. 4. Please note multiple storm frequencies must be analyzed for project areas with detention. 5. Please provide additional detail for the proposed pond: a. Is it detention or retention? b. Pond Layout details c. Pond must have 1-ft of freeboard for the 100-year storm event d. Provide calculations that proposed volume meets the Modified Rational Method, with adjustment factors, required volume (Vmax) outlined in DCSRR IV.1.4 e. Outfall design and proposed discharge f. Elevation vs Storage table 6. Ensure culverts have required 1-foot of freeboard for the 100-year storm event for SD-1 and SD-L. 7. Are there proposed culverts for the proposed driveway for the existing structure along HD-L? 108 Item 10. Ramie Hammonds City of Sanger March 25, 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 109 Item 10. DRAINAGE REPORT FOR LAKESIDE ESTATES IN Sanger, Texas March 8, 2024 Prepared by: KCE Engineering, LLC TBPE Firm #16940 Kamaron Erbatur, PE, M.Eng, CFM kammy@kce‐eng.com Prepared for: TBPE Firm #15874 110 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 2 Table of Contents Introduction .................................................................................................................................. 3 Overall Hydrologic Analysis ........................................................................................................... 3 Hydraulic Modeling ..................................................................................................................... 13 Conclusions ................................................................................................................................. 20 Appendices ................................................................................................................................. 21 Appendix A – Exhibits .............................................................................................................. 21 Figure 1 – Location Map ...................................................................................................... 22 Figure 2 – Existing Drainage Area Map ................................................................................ 23 Figure 3 – Proposed Drainage Area Map ............................................................................. 24 Figure 4 – Hydraulic Key Map .............................................................................................. 25 Appendix B – Hydrologic Calculations ..................................................................................... 26 Lag Time Calculations .......................................................................................................... 27 Appendix C – Hydraulic Data ................................................................................................... 28 HD‐1 .................................................................................................................................... 29 HD‐L .................................................................................................................................... 30 SD‐1 ..................................................................................................................................... 32 SD‐L ..................................................................................................................................... 33 SD‐R1 ................................................................................................................................... 34 SD‐R2 ................................................................................................................................... 35 Appendix D – Construction Plans ............................................................................................ 36 Appendix E – Electronic Data .................................................................................................. 37 111 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 3 Introduction The proposed Project site is an approximately 68‐acre site located near the northeast corner of FM 455 and McReynolds Rd in the city of Sanger, Texas, as shown in Appendix A – Figure 1. The Project site is currently in use as a ranch and is proposed to be developed as a large‐lot subdivision with the existing ranch house and surrounding buildings to remain. The proposed minimum lot size is 2‐acres, and the construction plans for the infrastructure associated with the development are designed by Kirkman Engineering (KE). KCE Engineering, LLC (KCE) will provide guidance and stormwater runoff calculations for the proposed roadside ditches and culverts. Per the FIRM 48121C0230G, revised April 18, 2011, there is not FEMA floodplain on the Project site with the exception of the far west side where the Project extends into the Zone AE floodplain of Lake Ray Roberts. The proposed construction plans for the Project site include the construction of access roads and roadside ditches with each lot to provide more detailed design as it develops. The purpose of this drainage study is to determine the peak discharges for the required storm events to the downstream zones of influence, to ensure no adverse hydrologic impacts to adjacent properties, to determine the required driveway culvert sizes, and to provide HEC‐RAS models of all proposed ditches with 10‐cfs or more of proposed stormwater runoff. Overall Hydrologic Analysis KCE used the existing contour data provided by Kirkman Engineering (KE) as well as the lidar contour data to delineate the existing drainage areas. Since the Project site is at the top of the watershed, there are numerous locations where the stormwater runoff leaves the Project site. All stormwater runoff from the Project site reaches Lake Ray Roberts which has a 100‐year WSEL of 646, but there are some intermediate properties prior to the stormwater runoff reaching Lake Ray Roberts with the exception of the far west side of the Project site. At the far west side of the Project site, the Project reaches the 100‐year floodplain of Lake Ray Roberts. At this location, the Project site no longer has a hydrologic impact since the area of the Project site is much less than the contributing drainage area of Lake Ray Roberts. For the proposed drainage areas, the current construction plans include the grading required for the access roads and roadside ditches with only minor grading within each proposed lot. As each lot develops, they will need to provide their own detailed grading plan with the major divides matching the divides from this drainage study. The existing and proposed drainage areas are shown in Appendix A – Figures 2 and 3, respectively. The time of concentration is defined as the time required for water to flow from the most hydraulically remote point of the basin to the design point of interest. The path of travel is divided into sheet flow, shallow concentrated flow, and open channel flow (or closed storm Increases on private property are not allowed DCSRR IV.B This assumes a peak on peak scenario which should not be assumed 112 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 4 system flow). The time of concentration for the existing and p roposed conditions were calculated based on the SCS Publication Technical Release (TR‐55). The existing flowpaths are shown on Appendix A – Figure 2, and the time of concentration calculations are shown in Appendix B. KCE used a maximum overland flow length of 100‐ft and estimated the velocity in each concentrated channel using the Manning’s equation. For the proposed conditions, KCE used a minimum time of concentration of 15 minutes. Tables 1 and 2 below show the existing and proposed stormwater runoff calculations for the Project site. 113 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 5 Table 1 – Existing Runoff Calculations Existing Hydrologic Calculations DA Designation Acres Single- Family Pavement Open Space Weighted C-Factor Tc I2 Q2 I5 Q5 I10 Q10 I25 Q25 I100 Q100 0.45 0.90 0.35 (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) EX-1 12.80 5% 0% 95% 0.36 18.7 3.47 15.79 4.36 19.81 4.95 22.51 5.79 26.29 7.18 32.62 EX-2 4.91 0% 0% 100% 0.35 7.9 5.17 8.89 6.26 10.75 7.06 12.13 8.19 14.08 9.97 17.13 EX-3 1.60 100% 0% 0% 0.45 7.0 5.41 3.89 6.50 4.68 7.33 5.28 8.50 6.12 10.32 7.43 EX-4 6.14 25% 0% 75% 0.38 5.9 5.73 13.18 6.84 15.75 7.71 17.74 8.93 20.55 10.80 24.86 EX-5 12.96 0% 0% 100% 0.35 7.5 5.27 23.93 6.36 28.86 7.18 32.56 8.33 37.77 10.12 45.91 EX-6 4.15 0% 0% 100% 0.35 6.5 5.55 8.06 6.65 9.66 7.50 10.89 8.69 12.62 10.53 15.30 EX-7 2.46 0% 0% 100% 0.35 6.3 5.61 4.83 6.71 5.78 7.57 6.51 8.77 7.55 10.62 9.14 EX-8 1.81 0% 0% 100% 0.35 6.0 5.70 3.61 6.81 4.31 7.67 4.86 8.89 5.63 10.75 6.81 EX-9 0.45 0% 0% 100% 0.35 8.9 4.94 0.78 6.00 0.95 6.78 1.07 7.87 1.24 9.60 1.51 EX-10 1.18 0% 10% 90% 0.41 8.2 5.10 2.44 6.18 2.95 6.97 3.33 8.09 3.87 9.85 4.71 EX-11 1.30 0% 10% 90% 0.41 9.4 4.83 2.54 5.88 3.10 6.65 3.50 7.72 4.07 9.43 4.97 EX-12 7.48 0% 10% 90% 0.41 12.2 4.31 13.06 5.31 16.09 6.01 18.21 7.00 21.19 8.60 26.04 EX-13 1.70 0% 0% 100% 0.35 6.5 5.55 3.30 6.65 3.96 7.50 4.46 8.69 5.17 10.53 6.27 EX-14 1.77 0% 0% 100% 0.35 10.5 4.61 2.86 5.64 3.50 6.38 3.95 7.42 4.60 9.08 5.63 EX-15 9.95 0% 5% 95% 0.38 9.8 4.75 17.83 5.79 21.76 6.55 24.60 7.61 28.58 9.30 34.94 EX-16 2.68 0% 5% 95% 0.38 8.5 5.03 5.09 6.10 6.17 6.89 6.97 8.00 8.09 9.75 9.86 EX-17 1.94 0% 5% 95% 0.38 7.2 5.35 3.92 6.45 4.72 7.27 5.32 8.43 6.18 10.24 7.50 The 2-, 5-, 10-, 25-, 50-, and 100-year storm events (existing and proposed) must be analyzed for sites requiring detention DCSRR IV.B 114 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 6 Table 2 – Proposed Runoff Calculations Proposed Hydrologic Calculations DA Designation Acres Single- Family Pavement Open Space Weighted C-Factor Tc I2 Q2 I5 Q5 I10 Q10 I25 Q25 I100 Q100 0.45 0.90 0.35 (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) DA1a 3.83 100% 0% 0% 0.45 15.0 3.90 6.72 4.85 8.36 5.50 9.47 6.41 11.05 7.91 13.64 DA1b 0.50 75% 25% 0% 0.56 15.0 3.90 1.10 4.85 1.36 5.50 1.55 6.41 1.80 7.91 2.23 DA2 0.46 100% 0% 0% 0.45 15.0 3.90 0.81 4.85 1.00 5.50 1.14 6.41 1.33 7.91 1.64 DA3 1.34 100% 0% 0% 0.45 15.0 3.90 2.35 4.85 2.92 5.50 3.31 6.41 3.86 7.91 4.77 DA4 2.06 100% 0% 0% 0.45 15.0 3.90 3.62 4.85 4.49 5.50 5.10 6.41 5.94 7.91 7.33 DA5 3.80 100% 0% 0% 0.45 15.0 3.90 6.67 4.85 8.29 5.50 9.40 6.41 10.96 7.91 13.53 DA6 0.75 100% 0% 0% 0.45 15.0 3.90 1.32 4.85 1.64 5.50 1.86 6.41 2.16 7.91 2.67 DA7a 1.98 100% 0% 0% 0.45 15.0 3.90 3.48 4.85 4.32 5.50 4.90 6.41 5.71 7.91 7.05 DA7b 2.96 100% 0% 0% 0.45 15.0 3.90 5.20 4.85 6.46 5.50 7.32 6.41 8.54 7.91 10.54 DA8 0.56 100% 0% 0% 0.45 15.0 3.90 0.98 4.85 1.22 5.50 1.39 6.41 1.62 7.91 1.99 DA9 0.52 100% 0% 0% 0.45 15.0 3.90 0.91 4.85 1.13 5.50 1.29 6.41 1.50 7.91 1.85 DA10 1.06 100% 0% 0% 0.45 15.0 3.90 1.86 4.85 2.31 5.50 2.62 6.41 3.06 7.91 3.77 DA11 0.28 100% 0% 0% 0.45 15.0 3.90 0.49 4.85 0.61 5.50 0.69 6.41 0.81 7.91 1.00 DA12 1.10 100% 0% 0% 0.45 15.0 3.90 1.93 4.85 2.40 5.50 2.72 6.41 3.17 7.91 3.92 DA13 1.69 100% 0% 0% 0.45 15.0 3.90 2.97 4.85 3.69 5.50 4.18 6.41 4.87 7.91 6.02 DA14 1.12 100% 0% 0% 0.45 15.0 3.90 1.97 4.85 2.44 5.50 2.77 6.41 3.23 7.91 3.99 DA15 1.27 100% 0% 0% 0.45 15.0 3.90 2.23 4.85 2.77 5.50 3.14 6.41 3.66 7.91 4.52 DA16 1.57 100% 0% 0% 0.45 15.0 3.90 2.76 4.85 3.43 5.50 3.88 6.41 4.53 7.91 5.59 DA17 0.43 100% 0% 0% 0.45 15.0 3.90 0.75 4.85 0.94 5.50 1.06 6.41 1.24 7.91 1.53 DA18 1.28 100% 0% 0% 0.45 15.0 3.90 2.25 4.85 2.79 5.50 3.17 6.41 3.69 7.91 4.56 DA19 0.81 100% 0% 0% 0.45 15.0 3.90 1.42 4.85 1.77 5.50 2.00 6.41 2.34 7.91 2.88 DA20 0.78 100% 0% 0% 0.45 15.0 3.90 1.37 4.85 1.70 5.50 1.93 6.41 2.25 7.91 2.78 DA21 2.68 0% 5% 95% 0.38 8.5 5.03 5.09 6.10 6.17 6.89 6.97 8.00 8.09 9.75 9.86 115 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 7 Proposed Hydrologic Calculations DA Designation Acres Single- Family Pavement Open Space Weighted C-Factor Tc I2 Q2 I5 Q5 I10 Q10 I25 Q25 I100 Q100 0.45 0.90 0.35 (min) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) (in/hr) (cfs) DA22 7.40 0% 5% 95% 0.38 9.8 4.75 13.26 5.79 16.19 6.55 18.29 7.61 21.26 9.30 25.99 DA24a 2.04 100% 0% 0% 0.45 15.0 3.90 3.58 4.85 4.45 5.50 5.05 6.41 5.88 7.91 7.26 DA24b 0.35 100% 0% 0% 0.45 15.0 3.90 0.61 4.85 0.76 5.50 0.87 6.41 1.01 7.91 1.25 DA24c 0.13 100% 0% 0% 0.45 15.0 3.90 0.23 4.85 0.28 5.50 0.32 6.41 0.37 7.91 0.46 DA25a 2.09 100% 0% 0% 0.45 15.0 3.90 3.67 4.85 4.56 5.50 5.17 6.41 6.03 7.91 7.44 DA25b 5.85 100% 0% 0% 0.45 15.0 3.90 10.27 4.85 12.76 5.50 14.47 6.41 16.87 7.91 20.83 DA26a 1.60 100% 0% 0% 0.45 15.0 3.90 2.81 4.85 3.49 5.50 3.96 6.41 4.61 7.91 5.70 DA26b 6.69 50% 0% 50% 0.40 15.0 3.90 10.44 4.85 12.97 5.50 14.71 6.41 17.15 7.91 21.17 DA27 2.92 100% 0% 0% 0.45 15.0 3.90 5.13 4.85 6.37 5.50 7.22 6.41 8.42 7.91 10.40 DA28 4.08 100% 0% 0% 0.45 15.0 3.90 7.16 4.85 8.90 5.50 10.09 6.41 11.77 7.91 14.53 DA29 2.49 100% 0% 0% 0.45 15.0 3.90 4.37 4.85 5.43 5.50 6.16 6.41 7.18 7.91 8.87 DA30 1.88 100% 0% 0% 0.45 15.0 3.90 3.30 4.85 4.10 5.50 4.65 6.41 5.42 7.91 6.69 DA31 1.21 0% 0% 100% 0.35 7.2 5.35 2.27 6.45 2.73 7.27 3.08 8.43 3.57 10.24 4.34 DA32 2.55 0% 10% 90% 0.41 10.0 4.71 4.86 5.75 5.94 6.50 6.71 7.55 7.80 9.24 9.54 116 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 8 KCE then used the proposed grading to route the stormwater runoff along the proposed roadside ditches to the downstream Zones of Influence (ZOI). KCE added design points along each roadside ditch at the middle of the proposed pad sites to provide minimum required culvert sizes for each pad. As these pads develop in the future, they will submit their own individual lot grading plans along with the detailed grading required for the proposed culverts. At that time, the minimum culvert size should be equivalent to the size modeled for each driveway culvert in this drainage report. The primary access for the Project site will be along Megaview Drive which is the current private drive for the ranch. This road will be improved as part of this proposed Project with drainage ditches graded on either side and an existing 4‐24” storm drain culvert replaced by 3‐30” culverts. Just downstream of the culvert crossing at Megaview Drive is a private driveway with a 4‐24” culvert crossing. KCE has set a ZOI at the upstream side of each culvert crossing to ensure that there is no increase in the peak discharge to each culvert crossing and has included the offsite area to each culvert in the overall calculations. KCE has used the proposed site and grading plans to route the peak discharges along each proposed roadside ditch or channel. Table 3 below has the existing routed flows to the existing culverts at Megaview Drive, Table 4 below shows the proposed routed peak discharges along all the proposed ditches and channels, and Table 5 below shows the comparison at the ZOIs between the existing and proposed conditions. 117 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 9 Table 3 – Existing Routed Peak Discharges 100-yr Existing Routed Peak Discharges Design Point Time of Concentration Calculations I100 (in/hr) Drainage Area Q100 (cfs) From To Inlet Tc (min) Distance (feet) Velocity (fps) Travel Time (min) DA Incr. Area (ac) Total Area (ac) Runoff C Incr. C x A Total C x A Existing Megaview Drive ZOI-11 ZOI-15 9.4 993 5.0 12.7 9.43 EX-11 1.30 1.30 0.41 0.53 0.53 5.0 ZOI-15 ZOI-16 12.7 66 5.0 12.9 8.46 EX-15 9.95 11.25 0.38 3.76 4.28 36.2 ZOI-16 - 12.9 5.0 12.9 8.40 EX-1O, EX- 16, EX-17 5.80 17.05 0.38 2.22 6.50 54.7 Table 4 – Proposed Routed Peak Discharges 100-yr Proposed Routed Peak Discharges Design Point Time of Concentration Calculations I100 (in/hr) Drainage Area Q100 (cfs) From To Inlet Tc (min) Distance (feet) Velocity (fps) Travel Time (min) DA Incr. Area (ac) Total Area (ac) Runoff C Incr. C x A Total C x A Hillside Drive Left Ditch HD-L1 HD-L2 15.0 604 5.0 17.0 7.91 1/2 DA5 1.90 1.90 0.45 0.86 0.86 6.8 HD-L2 HD-L3 17.0 305 5.0 18.0 7.49 1/2 DA5 1.90 3.80 0.45 0.86 1.71 12.8 HD-L3 HD-L4 18.0 272 5.0 18.9 7.30 DA4 2.06 5.86 0.45 0.93 2.64 19.3 HD-L4 HD-L5 18.9 237 5.0 19.7 7.14 DA3 1.34 7.20 0.45 0.60 3.24 23.1 HD-L5 HD1 19.7 152 5.0 20.2 7.00 DA2 0.46 7.66 0.45 0.21 3.45 24.1 HD1 HD2 20.2 134 5.0 20.7 6.92 DA6, DA7a, DA7b, DA8, DA9, DA10 7.83 15.49 0.45 3.52 6.97 48.2 HD2 ZOI-1 20.7 500 5.0 22.3 6.85 DA1b 0.50 15.99 0.56 0.28 7.25 49.7 118 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 10 100-yr Proposed Routed Peak Discharges Design Point Time of Concentration Calculations I100 (in/hr) Drainage Area Q100 (cfs) From To Inlet Tc (min) Distance (feet) Velocity (fps) Travel Time (min) DA Incr. Area (ac) Total Area (ac) Runoff C Incr. C x A Total C x A ZOI-1 - 22.3 - 15.99 7.25 49.7 Hillside Drive Right Ditch HD-R1 HD-R2 15.0 310 5.0 16.0 7.91 DA6 0.75 0.75 0.45 0.34 0.34 2.7 HD-R2 HD-R3 16.0 280 5.0 17.0 7.69 DA8 0.56 1.31 0.45 0.25 0.59 4.5 HD-R3 HD-R4 17.0 394 5.0 18.3 7.50 DA9 0.52 1.83 0.45 0.23 0.82 6.2 HD-R4 - 18.3 5.0 18.3 7.25 DA7a, DA7b, DA10 6.00 7.83 0.45 2.70 3.52 25.6 Hillside Court Left Ditch HC-L1 HC-L2 15.0 175 5.0 15.6 7.91 DA15 1.27 1.27 0.45 0.57 0.57 4.5 HC-L2 POND 15.6 84 5.0 15.9 7.79 DA14 1.12 2.39 0.45 0.50 1.08 8.4 POND ZOI-12 15.9 22 5.0 15.9 7.73 DA11, DA12, DA13 3.07 5.46 0.45 1.38 2.46 19.0 ZOI-12 - 15.9 6.0 15.9 7.71 DA17 0.43 5.89 0.45 0.19 2.65 20.4 Hillside Court Right Ditch HC-R1 HC-R2 15.0 250 5.0 15.8 7.91 DA11 0.28 0.28 0.45 0.13 0.13 1.0 HC-R2 POND 15.8 80 5.0 16.1 7.73 DA12 1.10 1.38 0.45 0.50 0.62 4.8 POND ZOI-12 16.1 22 5.0 16.2 7.68 DA13, DA14, DA15 4.08 5.46 0.45 1.84 2.46 18.9 ZOI-12 - 16.2 6.0 16.2 7.66 DA17 0.43 5.89 0.45 0.19 2.65 20.3 DA7 Ditch DA7-1 DA7-2 15.0 735 5.0 17.5 7.91 DA7a 1.98 1.98 0.45 0.89 0.89 7.0 119 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 11 100-yr Proposed Routed Peak Discharges Design Point Time of Concentration Calculations I100 (in/hr) Drainage Area Q100 (cfs) From To Inlet Tc (min) Distance (feet) Velocity (fps) Travel Time (min) DA Incr. Area (ac) Total Area (ac) Runoff C Incr. C x A Total C x A DA7-2 ZOI-14 17.5 102 5.0 17.8 7.41 DA7b 2.96 4.94 0.45 1.33 2.22 16.5 ZOI-14 - 17.8 5.0 17.8 7.34 4.94 0.00 2.22 16.3 Megaview Right Ditch MD-R1 ZOI-10 15.0 175 5.4 15.5 7.91 DA19 0.81 0.81 0.45 0.36 0.36 2.9 ZOI-10 ZOI-16 15.5 963 5.4 18.5 7.79 DA20 0.78 1.59 0.45 0.35 0.72 5.6 ZOI-16 - 18.5 5.0 18.5 7.21 DA18, DA21, DA22, DA31, DA32 15.12 16.71 0.39 5.84 6.55 47.3 Megaview Left Ditch ZOI-11 ZOI-15 15.0 993 3.0 20.5 7.91 DA18 1.28 1.28 0.45 0.58 0.58 4.6 ZOI-15 ZOI-16 20.5 66 5.0 20.7 6.87 DA22, DA32 9.95 11.23 0.38 3.83 4.40 30.3 ZOI-16 - 20.7 5.0 20.7 6.84 DA19, DA20, DA21, DA31 5.48 16.71 0.39 2.15 6.55 44.8 Sunrise Drive Left Ditch SD-L1 SD-L2 15.0 178 6.0 15.5 7.91 DA24a 2.04 2.04 0.45 0.92 0.92 7.3 SD-L2 SD-L3 15.5 130 6.0 15.9 7.80 DA24b 0.35 2.39 0.45 0.16 1.08 8.4 SD-L3 SD-1 15.9 101 6.0 16.1 7.73 DA24c 0.13 2.52 0.45 0.06 1.13 8.8 SD-1 ZOI-5 16.1 383 6.0 17.2 7.67 DA25a, DA25b 7.94 10.46 0.45 3.57 4.71 36.1 ZOI-5 - 17.2 5.0 17.2 7.46 DA27 2.92 13.38 0.45 1.31 6.02 44.9 120 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 12 Table 5 – ZOI Comparison Contributing DA 100‐yr Peak Discharge (cfs) ZOI Existing Proposed Existing Proposed Proposed ‐ Existing ZOI‐1 EX‐1 DA1b, DA2, DA3, DA4, DA5, DA6, DA8, DA9, DA10 32.6 49.7 17.0 ZOI‐2 EX‐2 DA1a 17.1 13.6 ‐3.5 ZOI‐3 EX‐3 DA26a 7.4 5.7 ‐1.7 ZOI‐4 EX‐4 DA26b 24.9 21.2 ‐3.7 ZOI‐5 EX‐5 DA24a, DA24b, DA24c, DA25a, DA25b, DA27 45.9 44.9 ‐1.0 ZOI‐6 EX‐6 DA28 15.3 14.5 ‐0.8 ZOI‐7 EX‐7 DA29 9.1 8.9 ‐0.3 ZOI‐8 EX‐8 DA30 6.8 6.7 ‐0.1 ZOI‐9 EX‐9 ‐ 1.5 0.0 ‐1.5 ZOI‐10 EX‐10 DA19, DA20a 4.7 5.6 0.9 ZOI‐11 EX‐11 DA18 5.0 4.6 ‐0.4 ZOI‐12 EX‐12 DA11, DA12, DA13, DA14, DA15, DA17 26.0 20.4 ‐5.6 ZOI‐13 EX‐13 DA16 6.3 5.6 ‐0.7 ZOI‐14 EX‐14 ‐ 5.6 ‐5.6 ZOI‐15 EX‐11, EX‐15 DA18, DA22, DA32 36.2 30.3 ‐6.0 ZOI‐16 EX‐10, EX‐11, EX‐ 15, EX‐16, EX‐17 DA18, DA19, DA20, DA21, DA22, DA31, DA32 54.7 47.3 ‐7.4 Based on the comparison at each ZOI, there is a decrease in the 100‐year peak discharge at every location except for at ZOI‐1 and ZOI‐10. Since ZOI‐1 is located within the FEMA 100‐year floodplain (Zone AE) of Lake Ray Roberts, this local increase will have no impact on the actual 100‐year WSEL within Lake Ray Roberts. The slight increase 0.9‐cfs at ZOI‐10 should be contained within the proposed roadside ditch along the east side of Megaview Dr. and there is a decrease at the next design point downstream (ZOI‐16), therefore, there is not an adverse impact to other properties. The proposed increase in runoff will impact private property. This is not allowed (DCSRR IV.B). Please provide mitigation to reduce flows back to or less than existing or revise drainage to prevent increases onto private property. 121 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 13 Hydraulic Modeling Kirkman Engineering provided KCE with the proposed grading plans for the Project site as well as the conceptual pad locations for each lot. KCE assumed that each lot would have a driveway at the middle of the conceptual pad location and created HEC‐RAS models for all proposed ditches conveying 10‐cfs or more. For any proposed driveways with a ditch that conveys less than 10‐ cfs, the minimum size driveway c ulvert should be 24”. The proposed culvert at the end of Hillside Dr that outfalls towards the west should be a minimum of 2‐24”, the proposed culvert under Megaview Dr. should be 2‐30”, and the culvert under Sunrise Dr that outfalls to the east should be 3‐24”. If there is not enough cover for a standard culvert, traffic‐rated culverts may be required. The creek banks were set at the edge of road and the peak discharge was applied at the upstream side of each proposed driveway or culvert. The United States Army Corps of Engineers HEC‐RAS (version 6.4.1) program was used to calculate the proposed conditions for the channel through Project site. Table 6 below shows the ditch names, the design points that correspond to each flow change location in RAS, and the applied 100‐year peak discharge. Table 7 below shows the minimum culvert size for each lot based on the RAS models, and Table 8 shows the RAS results for each ditch. Please refer to Appendix C for the profiles and cross‐sections of each ditch, and Appendix A – Figure 4 has the hydraulic key map. 122 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 14 Table 6 – Design Point/RAS Comparison Reach Junction RAS XS Peak Discharge (cfs) 100‐yr HD‐1 HD‐R4 9+13 25.6 HD1 7+88 48.2 HD2 6+17 49.7 HD‐L HD‐L1 15+93 6.8 HD‐L2 10+13 12.8 HD‐L3 7+07 19.3 HD‐L4 4+32 23.1 HD‐L5 2+37 24.1 SC‐1 ZOI‐15 3+83 30.3 ZOI‐16 3+07 47.3 SD‐1 SD‐R1 11+01 28.3 SD‐1 10+40 36.1 ZOI‐5 7+71 44.9 SD‐L1 SD‐L1 7+21 7.3 SD‐L2 2+39 8.4 SD‐L3 1+30 8.8 SD‐R1 SD‐R1 6+37 7.4 SD‐R2 SD‐R1 4+65 20.8 123 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 15 Table 7 – Minimum Culvert Sizes Block Lot Minimum Culvert Size A 1 24" 2 24" 3 24" 4 24" 5 2‐24" 6 24" 7 24" 8 24" 9 2‐24" 10 2‐24" 11 3‐24" 12 3‐24" B 1 24" 2 24" 3 2‐24" 4 24" C 1 24" 2 24" 3 24" 4 24" 5 24" 6 24" 7 24" 124 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 16 Table 8 – RAS Results Reach River Station 100‐yr Q (cfs) WSEL (ft) Velocity (fps) HD‐1 913 25.6 659.24 0.95 909 25.6 659.18 1.89 908 Culvert 788 48.2 656.42 6.78 715 48.2 654.05 4.07 617 49.7 652.54 4.68 514 49.7 650.60 4.58 408 49.7 648.70 4.49 298 49.7 646.52 4.53 200 49.7 644.74 3.98 HD‐L 1593 6.8 715.72 3.13 1507 6.8 713.69 3.14 1417 6.8 711.69 3.15 1327 6.8 709.73 3.09 1240 6.8 707.70 3.17 1165 6.8 705.75 3.10 1089 6.8 703.73 3.07 1027 6.8 702.34 2.40 1013 12.8 702.34 1.47 1010 Culvert 993 12.8 701.47 3.50 975 12.8 700.85 3.62 905 12.8 698.96 3.52 844 12.8 695.93 3.60 798 12.8 692.93 3.59 753 12.8 689.98 3.62 722 12.8 687.97 3.58 707 19.3 687.52 2.06 704 Culvert 687 19.3 685.77 3.94 676 19.3 685.02 3.95 647 19.3 683.16 3.89 601 19.3 680.1 3.94 556 19.3 677.20 3.84 125 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 17 Reach River Station 100‐yr Q (cfs) WSEL (ft) Velocity (fps) 505 19.3 674.24 3.75 453 19.3 671.3 3.67 432 23.1 670.3 2.37 429 Culvert 414 23.1 668.97 4.08 400 23.1 668.26 3.78 365 23.1 666.32 3.82 329 23.1 664.35 3.88 294 23.1 662.99 2.38 256 23.1 662.81 2.53 237 24.1 662.75 2.32 235 Culvert 219 24.1 662.06 3.67 201 24.1 661.98 2.80 180 24.1 661.72 3.51 144 24.1 661.29 3.53 109 24.1 660.77 3.80 67 24.1 660.04 4.08 56 24.1 659.31 4.16 39 24.1 656.94 3.73 23 24.1 656.42 0.54 SC‐1 383 30.3 665.84 1.78 374 30.3 665.59 2.01 359 30.3 665.54 1.46 355 Proposed Culvert 317 30.3 664.52 0.27 312 30.3 664.52 0.42 307 47.3 664.50 1.17 287 Existing Culvert 254 47.3 662.99 1.82 238 47.3 662.88 2.04 189 47.3 661.99 2.35 147 47.3 660.98 2.17 SD‐1 1101 28.3 668.73 1.64 1100 28.3 668.69 2.11 1-ft freeboard is required for culverts DCSRR IV.3 126 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 18 Reach River Station 100‐yr Q (cfs) WSEL (ft) Velocity (fps) 1099.5 Culvert 1040 36.1 667.49 5.24 1022 36.1 665.88 4.08 998 36.1 664.02 3.92 972 36.1 661.97 4.01 940 36.1 659.43 4.07 908 36.1 656.96 4.06 872 36.1 654.14 4.00 824 36.1 652.40 3.70 771 44.9 650.71 3.66 730 44.9 649.70 3.39 684 44.9 648.71 3.02 650 44.9 648.32 3.80 SD‐L 721 7.3 718.74 3.17 665 7.3 717.04 2.96 617 7.3 714.02 3.05 575 7.3 709.89 3.16 534 7.3 705.05 3.07 493 7.3 699.97 3.23 449 7.3 694.68 3.26 427 7.3 692.13 3.25 416 7.3 691.50 1.09 413 Culvert 397 7.3 688.92 3.44 374 7.3 686.36 3.26 337 7.3 682.35 3.24 298 7.3 679.58 3.20 271 7.3 677.97 3.00 249 7.3 676.73 1.39 239 8.4 676.74 0.87 237 Culvert 221 8.4 674.62 3.81 192 8.4 673.01 3.08 165 8.4 672.02 3.02 142 8.4 671.13 2.94 130 8.8 671.13 0.93 1-ft freeboard is required for culverts DCSRR IV.3 127 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 19 Reach River Station 100‐yr Q (cfs) WSEL (ft) Velocity (fps) 128 Culvert 113 8.8 669.84 3.44 92 8.8 669.17 3.00 39 8.8 668.01 2.92 SD‐R1 637 7.4 717.78 3.14 580 7.4 714.77 3.22 526 7.4 710.92 3.09 472 7.4 705.73 3.23 423 7.4 700.93 3.21 370 7.4 695.74 3.23 321 7.4 690.66 3.25 266 7.4 684.73 3.26 224 7.4 679.76 3.25 183 7.4 675.03 3.09 151 7.4 672.01 3.08 121 7.4 669.94 3.01 93 7.4 668.85 3.07 55 7.4 668.63 0.72 42 7.4 668.62 0.86 40 Culvert 25 7.4 667.59 2.65 22 7.4 667.60 1.84 16 7.4 667.57 1.87 SD‐R2 465 20.8 696.97 4.02 414 20.8 695.30 3.88 399 20.8 694.83 2.02 391 20.8 694.84 1.27 387 Culvert 367 20.8 692.46 3.94 351 20.8 691.24 3.95 305 20.8 687.00 4.03 257 20.8 681.92 4.02 206 20.8 677.24 3.94 149 20.8 673.06 3.97 99 20.8 669.91 4.01 128 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Page | 20 Reach River Station 100‐yr Q (cfs) WSEL (ft) Velocity (fps) 49 20.8 668.49 2.40 Conclusions Kirkman Engineering and KCE coordinated on the drainage design for this proposed large‐lot residential development. Based on the comparison of existing to proposed peak discharges at each location where stormwater runoff leaves the Project site, there are decreases to all locations except for ZOI‐1 which is located at the FEMA Zone AE floodplain of Lake Ray Roberts and ZOI‐10 where the peak discharge will be contained within the proposed roadside ditch. KCE has modeled all proposed ditches that convey more than 10‐cfs in HEC‐RAS to determine the required culvert sizes for the future driveways and this information is provided in Table 7. As each lot develops it will provide a detailed lot grading plan with the major divides the same as the ones used in this drainage report. If you have any questions or comments, please feel free to call. Sincerely, KCE Engineering, LLC a Texas limited liability corporation TBPE Reg. No. F‐16940 Kamaron Erbatur, P.E., M.Eng., CFM Principal 129 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Appendices Appendix A – Exhibits 130 Item 10. $+ Project Location Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)OpenStreetMap contributors, and the GIS User Community 0 1 2Miles LAKESIDE ESTATESMARCH 2024 1 inch = 1 miles LOCATIONMAP FIGURE 1± Legend $+Location 131 Item 10. EX O H E EX O H E EX O H E EX O H E ICV ICV ICVICV ICVICVICV ICV ICV ICV ICV ICV ICV ICV SEPTIC LID SEPTIC LID SEPTIC LID SEPTIC LIDSEPTIC LID ICV ICV EX OHE ICV ICV ICVICVICV PP PP ELEC METER TRANSFORMER TPED ELEC TELE FO TRANSFORMER TELE WM CO CO CO CO COCO COGM GV ELEC ELECPT PT TRANSFORMER ELEC PP PP TPED ELEC BOX ELEC BOX ELEC. BOX TRANSFORMER MB ZOI-1 ZOI-2 ZOI-14 ZOI-3 ZOI-4 ZOI-6 ZOI-7 ZOI-8 ZOI-9 ZOI-10ZOI-11 ZOI-12ZOI-13 ZOI-16 ZOI-15 ZOI-5 FIGURE 2 - EXISTING DRAINAGE AREA MAP LEGEND: NO R T H 300 0 600 GRAPHIC SCALE LAKESIDE ESTATES MARCH 2024 EX FLOWPATH-SHEET EX FLOWPATH-SHALLOW EX FLOWPATH-CHANNEL LIDAR CONTOURS DRAINAGE DIVIDES SITE BOUNDARY ZOI NO R T H 1 inch = 300 ft. 150 300 GRAPHIC SCALE 132 Item 10. GM GV A A A A A EX O H E EX O H E EX O H E EX O H E ICV ICV ICVICV ICVICVICV ICV ICV ICV ICV ICV ICV ICV SEPTIC LID SEPTIC LID SEPTIC LID SEPTIC LIDSEPTIC LID ICV ICV EX OHE ICV ICV ICVICVICV PP PP ELEC METER TRANSFORMER TPED ELEC TELE FO TRANSFORMER TELE WM CO CO CO CO COCO COGM GV ELEC ELECPT PT TRANSFORMER ELEC PP PP TPED ELEC BOX ELEC BOX ELEC. BOX TRANSFORMER MB ZOI-1 ZOI-2 ZOI-14 ZOI-3 ZOI-4 ZOI-6 ZOI-7 ZOI-8 ZOI-9 ZOI-10ZOI-11 ZOI-12ZOI-13 ZOI-16 ZOI-15 HD-L1 HD-L2HD-L3HD-L4 HD-L5 HD-R1HD-R2 HD-R3 HD-R4 HD1 HD2 DA7-1DA7-2 HC-L1 HC-L2 HC-R1 HC-R2 SD-L1 SD-L2 SD-L3 SD-R1 SD-1 MD-R1 ZOI-5 FIGURE 3 - PROPOSED DRAINAGE AREA MAP LEGEND: NO R T H 300 0 600 GRAPHIC SCALE LAKESIDE ESTATES MARCH 2024 LIDAR CONTOURS MAJOR PROP CONTOURS MINOR PROP CONTOURS DRAINAGE DIVIDES SITE BOUNDARY ZOI DESIGN POINTS NO R T H 1 inch = 300 ft. 150 300 GRAPHIC SCALE Where is DA20a? 133 Item 10. SD - R 2 SD-R 1 SD - L SD - 1 SC-1 HD-L F M 4 5 5 HD-1 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Reg. #: F-16940 0 150 30075 Feet Pa t h : D : \ G I S \ P r o j e c t s \ 5 5 0 - L a k e s i d e _ E s t a t e s \ F i g u r e 4 - H y d r a u l i c W o r k M a p . m x d ¯ LAKESIDE ESTATESHYDRAULIC KEY MAP FIGURE PREPARED BY: March 20244 CHECKED BY:KME DATE: OCE PROJECT #:550 Legend KCE_RAS_Proposed_Ditch_CL FEMA Zone AE FLOODWAY 500yr Proposed culverts should be included in RAS model, if applicable 134 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Appendix B – Hydrologic Calculations 135 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Lag Time Calculations 136 Item 10. Basin Name Calculated Longest Flowpath (ft) (1) Length (ft) (2) Slope (ft/ft) (3) Surface Type (4) Manning's n (5) TO (min) (6) Length (ft) (7) Slope (ft/ft) (8) Surface Type (9) K (10) TS (min) (11) Length (ft) (12) Slope (ft/ft) (13) Manning's n (14) X-Section Type Area (ft2) (15) WP (ft) (16) Channel Velocity (f/s) (17) TH (min) (19) EX-1 1682 100 0.048 Grass 0.150 6.11 425 0.102 unpaved 16.1 1.37 1157 0.025 0.050 Ditch 33.00 35.00 4.30 4.48 264 0.004 unpaved 16.1 4.31 196 0.007 unpaved 16.1 2.42 Total TO (min)=6.11 Total TS (min)=8.11 Total TH (min)=4.48 18.7 EX-2 950 100 0.100 Grass 0.150 4.55 850 0.070 unpaved 16.1 3.32 4.00 0.00 Total TO (min)=4.55 Total TS (min)=3.32 Total TH (min)=0.00 7.9 EX-3 343 100 0.045 Grass 0.150 6.27 243 0.110 unpaved 16.1 0.76 4.00 0.00 Total TO (min)=6.27 Total TS (min)=0.76 Total TH (min)=0.00 7.0 EX-4 915 100 0.155 Grass 0.150 3.82 364 0.100 unpaved 16.1 1.19 451 0.056 0.050 Ditch 34.00 26.00 8.30 0.91 Total TO (min)=3.82 Total TS (min)=1.19 Total TH (min)=0.91 5.9 EX-5 1075 100 0.097 Grass 0.150 4.61 380 0.070 unpaved 16.1 1.48 595 0.035 0.050 Ditch 30.00 22.00 6.90 1.44 Total TO (min)=4.61 Total TS (min)=1.48 Total TH (min)=1.44 7.5 EX-6 683 100 0.118 Grass 0.150 4.26 583 0.074 unpaved 16.1 2.21 8.00 0.00 Total TO (min)=4.26 Total TS (min)=2.21 Total TH (min)=0.00 6.5 EX-7 662 100 0.123 Grass 0.150 4.19 562 0.076 unpaved 16.1 2.11 8.00 0.00 Total TO (min)=4.19 Total TS (min)=2.11 Total TH (min)=0.00 6.3 EX-8 592 100 0.117 Grass 0.150 4.28 492 0.087 unpaved 16.1 1.72 4.00 0.00 0.00 Total TO (min)=4.28 Total TS (min)=1.72 Total TH (min)=0.00 6.0 EX-9 390 100 0.028 Grass 0.150 7.58 290 0.050 unpaved 16.1 1.34 8.00 0.00 Total TO (min)=7.58 Total TS (min)=1.34 Total TH (min)=0.00 8.9 EX-10 368 100 0.032 Grass 0.150 7.18 268 0.070 unpaved 16.1 1.05 5.00 0.00 Total TO (min)=7.18 Total TS (min)=1.05 Total TH (min)=0.00 8.2 EX-11 569 100 0.030 Grass 0.150 7.37 395 0.049 unpaved 16.1 1.84 74 0.054 0.050 Ditch 8.00 12.25 5.20 0.24 Total TO (min)=7.37 Total TS (min)=1.84 Total TH (min)=0.24 9.4 EX-12 826 100 0.032 Grass 0.150 7.18 485 0.080 unpaved 16.1 1.77 22 0.360 0.050 Ditch 15.00 19.25 15.00 0.02 219 0.005 unpaved 16.1 3.20 Total TO (min)=7.18 Total TS (min)=4.97 Total TH (min)=0.02 12.2 EX-13 420 100 0.070 Grass 0.150 5.25 320 0.075 unpaved 16.1 1.21 8.00 0.00 Total TO (min)=5.25 Total TS (min)=1.21 Total TH (min)=0.00 6.5 EX-14 1003 100 0.025 Grass 0.150 7.93 240 0.080 unpaved 16.1 0.88 663 0.080 0.050 Ditch 20.00 18.50 6.40 1.73 Total TO (min)=7.93 Total TS (min)=0.88 Total TH (min)=1.73 10.5 Existing Time of Concentration Basin Data Overland Flow Shallow Concentrated Flow Channel/Street Flow Time of Conc. Calc. (min) (20) TRAVEL TIME CALCULATIONS 137 Item 10. Basin Name Calculated Longest Flowpath (ft) (1) Length (ft) (2) Slope (ft/ft) (3) Surface Type (4) Manning's n (5) TO (min) (6) Length (ft) (7) Slope (ft/ft) (8) Surface Type (9) K (10) TS (min) (11) Length (ft) (12) Slope (ft/ft) (13) Manning's n (14) X-Section Type Area (ft2) (15) WP (ft) (16) Channel Velocity (f/s) (17) TH (min) (19) Existing Time of Concentration Basin Data Overland Flow Shallow Concentrated Flow Channel/Street Flow Time of Conc. Calc. (min) (20) TRAVEL TIME CALCULATIONS EX-15 997 100 0.079 Grass 0.150 5.00 709 0.038 unpaved 16.1 3.76 188 0.027 0.050 Ditch 15.00 19.25 3.00 1.04 Total TO (min)=5.00 Total TS (min)=3.76 Total TH (min)=1.04 9.8 EX-16 1121 100 0.070 Grass 0.150 5.25 142 0.070 unpaved 16.1 0.55 879 0.040 0.050 Ditch 23.00 20.00 5.40 2.71 Total TO (min)=5.25 Total TS (min)=0.55 Total TH (min)=2.71 8.5 EX-14 589 100 0.064 Grass 0.150 5.44 134 0.064 unpaved 16.1 0.55 355 0.032 0.050 Ditch 23.00 20.00 4.90 1.21 Total TO (min)=5.44 Total TS (min)=0.55 Total TH (min)=1.21 7.2 138 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Appendix C – Hydraulic Data 139 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 HD‐1 140 Item 10. 0 100 200 300 400 500 600 700 800 640 645 650 655 660 665 Lakeside_Estates Plan: HD-1 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground HD-1 Reach 1 141 Item 10. 0 50 100 150 200 250 657 658 659 660 661 662 663 664 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 913 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 50 100 150 200 250 657 658 659 660 661 662 663 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 909 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 142 Item 10. 0 50 100 150 200 250 657 658 659 660 661 662 663 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 908 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 20 40 60 80 100 655 656 657 658 659 660 661 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 788 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 143 Item 10. 0 10 20 30 40 50 60 70 653 654 655 656 657 658 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 715 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 60 70 651.5 652.0 652.5 653.0 653.5 654.0 654.5 655.0 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 617 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 144 Item 10. 0 20 40 60 80 100 120 140 160 180 649.5 650.0 650.5 651.0 651.5 652.0 652.5 653.0 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 514 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 50 100 150 200 647.5 648.0 648.5 649.0 649.5 650.0 650.5 651.0 651.5 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 408 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 145 Item 10. 0 50 100 150 200 250 645.0 645.5 646.0 646.5 647.0 647.5 648.0 648.5 649.0 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 298 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 50 100 150 200 644.0 644.5 645.0 645.5 646.0 646.5 647.0 647.5 Lakeside_Estates Plan: HD-1 3/8/2024 River = HD-1 Reach = Reach 1 RS = 200 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 146 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 HD‐L 147 Item 10. 0 200 400 600 800 1000 1200 1400 1600 650 660 670 680 690 700 710 720 Lakeside_Estates Plan: HD-L 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground HD-L Reach 1 148 Item 10. 0 5 10 15 20 25 30 35 40 715.0 715.5 716.0 716.5 717.0 717.5 718.0 718.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1593 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 713.0 713.5 714.0 714.5 715.0 715.5 716.0 716.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1507 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 149 Item 10. 0 5 10 15 20 25 30 35 40 711.0 711.5 712.0 712.5 713.0 713.5 714.0 714.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1417 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 709 710 711 712 713 714 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1327 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 150 Item 10. 0 10 20 30 40 707 708 709 710 711 712 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1240 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 705.0 705.5 706.0 706.5 707.0 707.5 708.0 708.5 709.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1165 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 151 Item 10. 0 10 20 30 40 703 704 705 706 707 708 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1089 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 702 703 704 705 706 707 708 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1027 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 152 Item 10. 0 10 20 30 40 50 701 702 703 704 705 706 707 708 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1013 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 700 702 704 706 708 710 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 1010 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 153 Item 10. 0 10 20 30 40 50 701 702 703 704 705 706 707 708 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 993 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 700 701 702 703 704 705 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 975 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 154 Item 10. 0 10 20 30 40 50 698 699 700 701 702 703 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 905 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 695 696 697 698 699 700 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 844 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 155 Item 10. 0 10 20 30 40 50 692 693 694 695 696 697 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 798 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 689 690 691 692 693 694 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 753 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 156 Item 10. 0 10 20 30 40 50 687 688 689 690 691 692 693 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 722 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 686 687 688 689 690 691 692 693 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 707 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 157 Item 10. 0 10 20 30 40 50 686 688 690 692 694 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 704 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 685 686 687 688 689 690 691 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 687 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 158 Item 10. 0 10 20 30 40 50 684 685 686 687 688 689 690 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 676 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 682.0 682.5 683.0 683.5 684.0 684.5 685.0 685.5 686.0 686.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 647 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 159 Item 10. 0 10 20 30 40 679.0 679.5 680.0 680.5 681.0 681.5 682.0 682.5 683.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 601 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 676.5 677.0 677.5 678.0 678.5 679.0 679.5 680.0 680.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 556 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 160 Item 10. 0 10 20 30 40 673.5 674.0 674.5 675.0 675.5 676.0 676.5 677.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 505 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 670 671 672 673 674 675 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 453 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 161 Item 10. 0 10 20 30 40 50 669 670 671 672 673 674 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 432 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 669 670 671 672 673 674 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 429 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 162 Item 10. 0 10 20 30 40 50 668 669 670 671 672 673 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 414 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 667.5 668.0 668.5 669.0 669.5 670.0 670.5 671.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 400 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 163 Item 10. 0 10 20 30 40 50 665.5 666.0 666.5 667.0 667.5 668.0 668.5 669.0 669.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 365 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 663.5 664.0 664.5 665.0 665.5 666.0 666.5 667.0 667.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 329 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 164 Item 10. 0 10 20 30 40 50 662 663 664 665 666 667 668 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 294 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 662.0 662.5 663.0 663.5 664.0 664.5 665.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 256 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 165 Item 10. 0 10 20 30 40 50 661.5 662.0 662.5 663.0 663.5 664.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 237 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 661.0 661.5 662.0 662.5 663.0 663.5 664.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 235 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 166 Item 10. 0 10 20 30 40 50 661.0 661.5 662.0 662.5 663.0 663.5 664.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 219 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 661.0 661.5 662.0 662.5 663.0 663.5 664.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 201 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 167 Item 10. 0 10 20 30 40 50 661.0 661.5 662.0 662.5 663.0 663.5 664.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 180 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 660.0 660.5 661.0 661.5 662.0 662.5 663.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 144 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 168 Item 10. 0 10 20 30 40 660.0 660.5 661.0 661.5 662.0 662.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 109 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 659.0 659.5 660.0 660.5 661.0 661.5 662.0 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 67 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 169 Item 10. 0 10 20 30 40 50 658.0 658.5 659.0 659.5 660.0 660.5 661.0 661.5 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 56 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 60 656 657 658 659 660 661 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 39 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 170 Item 10. 0 20 40 60 80 655 656 657 658 659 660 661 Lakeside_Estates Plan: HD-L 3/8/2024 River = HD-L Reach = Reach 1 RS = 23 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 171 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 SC‐1 172 Item 10. 0 50 100 150 200 250 660 661 662 663 664 665 666 667 Lakeside_Estates Plan: SC-1 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground SC-1 Reach 1 173 Item 10. 0 50 100 150 200 250 665 666 667 668 669 670 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 383 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 0 50 100 150 200 250 300 665 666 667 668 669 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 374 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 174 Item 10. 0 50 100 150 200 250 300 664 665 666 667 668 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 359 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .06 .05 .06 0 50 100 150 200 250 300 663 664 665 666 667 668 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 355 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .06 .05 .06 175 Item 10. 0 50 100 150 200 250 300 663 664 665 666 667 668 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 317 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 0 50 100 150 200 250 300 663 664 665 666 667 668 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 312 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 176 Item 10. 0 50 100 150 200 250 300 662 663 664 665 666 667 668 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 307 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .06 .05 .06 0 50 100 150 200 250 300 662 663 664 665 666 667 668 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 287 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .06 .05 .06 177 Item 10. 0 50 100 150 200 661 662 663 664 665 666 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 254 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .06 .05 .06 0 50 100 150 200 662.0 662.5 663.0 663.5 664.0 664.5 665.0 665.5 666.0 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 238 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 178 Item 10. 0 20 40 60 80 100 120 140 160 661.0 661.5 662.0 662.5 663.0 663.5 664.0 664.5 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 189 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 0 20 40 60 80 100 120 660.0 660.5 661.0 661.5 662.0 662.5 Lakeside_Estates Plan: SC-1 3/8/2024 River = SC-1 Reach = Reach 1 RS = 147 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .06 .05 .06 179 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 SD‐1 180 Item 10. 0 100 200 300 400 500 645 650 655 660 665 670 Lakeside_Estates Plan: SD-1 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground SD-1 Reach 1 181 Item 10. 0 50 100 150 200 667.0 667.5 668.0 668.5 669.0 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 1101 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 50 100 150 200 667.0 667.5 668.0 668.5 669.0 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 1100 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 182 Item 10. 0 50 100 150 200 667 668 669 670 671 672 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 1099.5 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 50 100 150 200 666.5 667.0 667.5 668.0 668.5 669.0 669.5 670.0 670.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 1040 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 183 Item 10. 0 5 10 15 20 25 665.0 665.5 666.0 666.5 667.0 667.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 1022 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 663.0 663.2 663.4 663.6 663.8 664.0 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 998 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 184 Item 10. 0 5 10 15 20 25 661.0 661.2 661.4 661.6 661.8 662.0 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 972 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 658.4 658.6 658.8 659.0 659.2 659.4 659.6 659.8 660.0 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 940 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 185 Item 10. 0 5 10 15 20 25 30 35 40 656.0 656.5 657.0 657.5 658.0 658.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 908 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 653.0 653.5 654.0 654.5 655.0 655.5 656.0 656.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 872 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 186 Item 10. 0 10 20 30 40 651.8 652.0 652.2 652.4 652.6 652.8 653.0 653.2 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 824 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 60 70 650.0 650.2 650.4 650.6 650.8 651.0 651.2 651.4 651.6 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 771 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 187 Item 10. 0 20 40 60 80 649.0 649.5 650.0 650.5 651.0 651.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 730 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 60 648.0 648.5 649.0 649.5 650.0 650.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 684 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 188 Item 10. 0 20 40 60 80 647.0 647.5 648.0 648.5 649.0 649.5 Lakeside_Estates Plan: SD-1 3/8/2024 River = SD-1 Reach = Reach 1 RS = 650 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 189 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 SD‐L 190 Item 10. 0 100 200 300 400 500 600 700 660 670 680 690 700 710 720 Lakeside_Estates Plan: SD-L 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground SD-L Reach 1 191 Item 10. 0 5 10 15 20 25 30 35 40 718 719 720 721 722 723 724 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 721 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 716 717 718 719 720 721 722 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 665 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 192 Item 10. 0 5 10 15 20 25 30 35 713.5 714.0 714.5 715.0 715.5 716.0 716.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 617 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 709.0 709.5 710.0 710.5 711.0 711.5 712.0 712.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 575 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 193 Item 10. 0 5 10 15 20 25 30 35 40 704.5 705.0 705.5 706.0 706.5 707.0 707.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 534 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 699.0 699.5 700.0 700.5 701.0 701.5 702.0 702.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 493 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 194 Item 10. 0 5 10 15 20 25 30 35 694.0 694.5 695.0 695.5 696.0 696.5 697.0 697.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 449 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 691.5 692.0 692.5 693.0 693.5 694.0 694.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 427 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 195 Item 10. 0 5 10 15 20 25 30 35 40 690.0 690.5 691.0 691.5 692.0 692.5 693.0 693.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 416 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 690.0 690.5 691.0 691.5 692.0 692.5 693.0 693.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 413 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 196 Item 10. 0 5 10 15 20 25 30 35 40 688 689 690 691 692 693 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 397 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 685.5 686.0 686.5 687.0 687.5 688.0 688.5 689.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 374 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 197 Item 10. 0 5 10 15 20 25 30 35 40 681.5 682.0 682.5 683.0 683.5 684.0 684.5 685.0 685.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 337 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 . 0 5 0 5 10 15 20 25 30 35 679.0 679.5 680.0 680.5 681.0 681.5 682.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 298 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 198 Item 10. 0 5 10 15 20 25 30 35 40 677.5 678.0 678.5 679.0 679.5 680.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 271 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 676.0 676.5 677.0 677.5 678.0 678.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 249 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 199 Item 10. 0 5 10 15 20 25 30 35 40 675.0 675.5 676.0 676.5 677.0 677.5 678.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 239 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 675.0 675.5 676.0 676.5 677.0 677.5 678.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 237 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 200 Item 10. 0 5 10 15 20 25 30 35 40 670 675 680 685 690 695 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 221 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 672.5 673.0 673.5 674.0 674.5 675.0 675.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 192 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 201 Item 10. 0 5 10 15 20 25 30 35 40 671.5 672.0 672.5 673.0 673.5 674.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 165 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 670.5 671.0 671.5 672.0 672.5 673.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 142 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 202 Item 10. 0 5 10 15 20 25 30 35 40 670.0 670.5 671.0 671.5 672.0 672.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 130 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 670.0 670.5 671.0 671.5 672.0 672.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 128 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 203 Item 10. 0 5 10 15 20 25 30 35 40 669.0 669.5 670.0 670.5 671.0 671.5 672.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 113 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 668.5 669.0 669.5 670.0 670.5 671.0 671.5 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 92 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 204 Item 10. 0 10 20 30 40 50 667.5 668.0 668.5 669.0 669.5 670.0 Lakeside_Estates Plan: SD-L 3/8/2024 River = SD-L Reach = Reach 1 RS = 39 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 205 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 SD‐R1 206 Item 10. 0 100 200 300 400 500 600 700 660 670 680 690 700 710 720 Lakeside_Estates Plan: SD-R1 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground SD-R1 Reach 1 207 Item 10. 0 10 20 30 40 50 717.0 717.5 718.0 718.5 719.0 719.5 720.0 720.5 721.0 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 637 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 714 715 716 717 718 719 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 580 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 208 Item 10. 0 10 20 30 40 50 710 711 712 713 714 715 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 526 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 705.0 705.5 706.0 706.5 707.0 707.5 708.0 708.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 472 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 209 Item 10. 0 5 10 15 20 25 30 35 40 700.0 700.5 701.0 701.5 702.0 702.5 703.0 703.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 423 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 695.0 695.5 696.0 696.5 697.0 697.5 698.0 698.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 370 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 210 Item 10. 0 5 10 15 20 25 30 35 690.0 690.5 691.0 691.5 692.0 692.5 693.0 693.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 321 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 684.0 684.5 685.0 685.5 686.0 686.5 687.0 687.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 266 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 211 Item 10. 0 5 10 15 20 25 30 35 40 679.0 679.5 680.0 680.5 681.0 681.5 682.0 682.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 224 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 674.5 675.0 675.5 676.0 676.5 677.0 677.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 183 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 212 Item 10. 0 5 10 15 20 25 30 35 40 671.5 672.0 672.5 673.0 673.5 674.0 674.5 675.0 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 151 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 40 669.5 670.0 670.5 671.0 671.5 672.0 672.5 673.0 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 121 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 213 Item 10. 0 10 20 30 40 668.0 668.5 669.0 669.5 670.0 670.5 671.0 671.5 672.0 672.5 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 93 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 667 668 669 670 671 672 673 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 55 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 214 Item 10. 0 10 20 30 40 50 60 70 667 668 669 670 671 672 673 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 42 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta . 0 5 .03 .05 0 10 20 30 40 50 60 70 667 668 669 670 671 672 673 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 40 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta . 0 5 .03 .05 215 Item 10. 0 10 20 30 40 50 60 667 668 669 670 671 672 673 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 25 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 60 667 668 669 670 671 672 673 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 22 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 216 Item 10. 0 10 20 30 40 50 60 667 668 669 670 671 672 Lakeside_Estates Plan: SD-R1 3/8/2024 River = SD-R1 Reach = Reach 1 RS = 16 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 217 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 SD‐R2 218 Item 10. 0 100 200 300 400 500 665 670 675 680 685 690 695 700 Lakeside_Estates Plan: SD-R2 3/8/2024 Main Channel Distance (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground SD-R2 Reach 1 219 Item 10. 0 10 20 30 40 50 60 696 697 698 699 700 701 702 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 465 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 694 695 696 697 698 699 700 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 414 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 220 Item 10. 0 10 20 30 40 50 60 70 80 692 694 696 698 700 702 704 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 399 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 60 70 692 694 696 698 700 702 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 391 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 221 Item 10. 0 10 20 30 40 50 60 70 692 694 696 698 700 702 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 387 Culv Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 0 10 20 30 40 50 60 70 691 692 693 694 695 696 697 698 699 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 367 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Ineff Bank Sta .05 .03 .05 222 Item 10. 0 10 20 30 40 50 60 690 691 692 693 694 695 696 697 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 351 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 10 20 30 40 50 686 687 688 689 690 691 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 305 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 223 Item 10. 0 10 20 30 40 50 681 682 683 684 685 686 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 257 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 676.0 676.5 677.0 677.5 678.0 678.5 679.0 679.5 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 206 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta . 0 5 .03 .05 224 Item 10. 0 5 10 15 20 25 30 35 40 672.0 672.5 673.0 673.5 674.0 674.5 675.0 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 149 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 0 5 10 15 20 25 30 35 669.0 669.5 670.0 670.5 671.0 671.5 672.0 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 99 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 225 Item 10. 0 5 10 15 20 25 30 35 40 667.5 668.0 668.5 669.0 669.5 670.0 Lakeside_Estates Plan: SD-R2 3/8/2024 River = SD-R2 Reach = Reach 1 RS = 49 Station (ft) El e v a t i o n ( f t ) Legend WS 100yr Ground Bank Sta .05 .03 .05 226 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Appendix D – Construction Plans 227 Item 10. Drainage Report Lakeside Estates – Sanger, Texas March 8, 2024 Appendix E – Electronic Data 228 Item 10. CITY COUNCIL COMMUNICATION DATE: May 20, 2024 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action to electing a Mayor Pro-Tem in accordance with the Charter, Article III, City Council, Section 3.02. SUMMARY:  In accordance with the Charter, Article III, City Council, Section 3.02, Mayor Pro-Tem – o The Mayor Pro-Tem shall be a Councilmember elected by the City Council at the first regular meeting following either each regular city election or run-off election if such occurs. o Mayor Pro-Tem shall act as Mayor during the disability or absence of the Mayor and, in this capacity, shall have the rights conferred upon the Mayor. FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Elect a Mayor Pro-Tem ATTACHMENTS: None 229 Item 11.