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CM-2025-276 - 11/7/2025 ELECTRONICALLY RECORDED 2025090059 Williamson County,Texas Total Pages: 16 NOTICECONFIDENTIALITY AU , REMOVEYOU MAY ANY OF THE FOLLOWING INFORMATION FROM THISINSTRUMENT E T IS FILED FOR RECORD RECORDS: YOUR SOCIAL ECU TY NUMBER OR YOURDRIVER'S LICENSE NUMBER. TEMPORARY CONSTRUCTION EASEMENT (Fire Station No. 10) THE ATE OF TEXAS § § KNOW ALL BY THESE ET : COUNTY LA KNOW ALL PERSONS BY THESE PRESENTS: That AUSTIN PATHFINDER ESTATE LLC / / "CHILDREN'S LIGHTHOUSE EARLY LEARNING SCHOOL", with an address of 4350 East Old Settlers Boulevard, Round Rock, TX 78665 (hereafter referred to as "Grantor"), whether one or more, in consideration of Ten Dollars ($10.00) and other good and valuable consideration paid by the City of Round Rock, Texas, the receipt of which is hereby acknowledged, does hereby grant to the CITY OF ROUNDC , TEXAS its agents, contractors, successors and assigns, with an address of 221 East Main Street, Round Rock, TX 78664 (referred to as "Grantee"), a temporary construction easement for the purpose of constructing a temporary driveway on Grantor's Property required for Grantee's construction of Fire Station No. 10 (the "Project") in, along, upon and across the property described and shown in Exhibit "A" and Exhibit "A-1" ("the Property"), incorporated herein by reference for all purposes, as necessary to carry out the purposes of this easement. The removal and/or construction of any improvements, driveway, curbs, and all related appurtenances or other Project related facilities on the Property shall be in the location of, subject to, and shall comply with any notes, details, specifications or other requirements or restrictions as shown on the plan sheets attached as Exhibit "A-1," incorporated herein by reference for all purposes. The parties further as follows: Following completion of the Project within the temporary construction easement area shown in Exhibit "A-F', Grantee shall at its expense and within ninety (90) days of completion of the work Grantee shall remove all improvements, driveway, curbs and related appurtenances in the easement area and restore any Property injured or damaged by Grantee's use of the Property and activities thereon, including specifically landscaping, irrigation, parking, pavement, striping, cubing, signage, lighting or vegetation, as closely as possible to substantially the same condition or better than existed previous to Grantee's entry upon the Property, taking into consideration the use and purposes to which the Property is to be put and improvements to be constructed thereon. This temporary construction easement shall be in full force and effect at all times during the accomplishment and completion of the construction activities described above. The 1 2025090059 Page 2 of 16 temporary construction easement for use of the Property shall terminate and the easement rights and improvements constructed within the easement area, if any, shall revert to and become the responsibility of the Grantor, Grantor's successors, and assign to own and maintain in perpetuity, and all interest conveyed to Grantee shall terminate on the earlier of(a) ninety (90) days after completion of the work within the temporary construction area, or(b)two (2) years from the date of execution of this Easement. To the extent allowed by law, Grantee shall indemnify Grantor against any loss and damage which shall be caused by the exercise of the rights of ingress and egress or by any wrongful or negligent act or omission of Grantee's agents or employees in the course of their employment. At no time during-the grant of this easement shall Grantor be denied reasonable driveway ingress and egress to its remaining property for the purposes to which the parent tract is currently being put, unless there is an agreement to do so between Grantor and Grantee in advance. At no time during the grant of this easement shall Grantee, its agents or contractors be allowed to store machinery or materials within the easement area unattended or during periods where no active construction work is being performed in the right of way adjacent to the easement area. This conveyance is subject to all easements and rights of way of record, visible or apparent on the ground, all restrictions, reservations, covenants, conditions, oil, gas, or other mineral leases, mineral severances and other instruments that affect the Property. IN IT ,the parties hereto have executed this instrument to be effective this day of 2025. [signature pages follow] 2 2025090059 Page 3 of 16 GRANTOR: AUSTIN PAT FINDER ESTATE LLC By: Name:— /,pill ti Its: 1 YA AcknonjEftment State of Texas County of This instrument was acknowledged before me on , 2025 by in the capacity and for the purposes and consideration recited herein. am!] Raleigh Cobb MY Expires Notary Public, State of Texas 3 2025090059 Page 4 of 16 AGREED: CITY OF ROUND ROCK, TEXAS By: _ ,,City Manager 0 Acknow!g&ment State of Texas § County of Williamson § This instrument was acknowledged before me on 2025 by 14KZ , Round Rockja City Manager, in the capacity and for the purposes and consideration recited herein. Afsffthf ®®�®�ma"armrrl® ®®®®®® �p 4CA GiC(/®®®®® - .® ®®® ®®®�� y pU�l®.®®®®®® Notary Public, Ktate of Texas ®� LA '�®® OF It®®'•. 1305823 ' ®®®®®®® ®RLS 3®95m2®®®®®®®® 4 2025090059 Page 5 of 16 Exhibit " " Legal Description THE PORTION OF S 11153- WHITNEY TRACT LT 3 BLK A, BLOCK A, LOT 3, ACRES 2 DEPICTED IN EXHIBIT"A-1" 5 2025090059 Page 6 of 16 Exhibit "A-1" Depiction of Easement Area and Plans 6 0 D FF o X M 0 O cc) N X a o O o X� i Sheet List Table y w X ®® Sheet Number Sheet Title 1 COVER SHEET O 2 GENERAL NOTES(1 OF 2) 0 m D 3ene®as 3 GENERAL NOTES(2 OF 2) o (D 4 EXISTING&DEMOLITION PLAN N 5 EROSION&SEDIMENTATION o S DETAIL 6 SITE PLAN PROJECT LOCATION 7 REHABILITATION PLAN rN 8 TRAFFIC CONTROL PLAN 9 TRAFFIC CONTROL PLAN DETAIL %gal PROJECT STREET ADDRESS: 4350 E OLD SETTLERS BLVD, ROUND ROCK,TX 78665 CONTRACTOR: MATTHARTON BRAUN&BUTLER LEANDER,TX(78641) r� P (512)574-4595 ENGINEER 2P CONSULTANTS,LLC ;G� 12Z 203 E MAIN STREET,SUITE 203 ROUND ROCK,TX 78664 DAVID URBAN,P E P 512-344-9664 VICI N ITY P-SCALE 1"= 500' 5�P N N .. - ....... ._ —.._.._.. — °. O 2P CONSULTANTS,LLC DAVID URBAN / c 203 E. STREET,SUITE 204 t CHILDREN'S LIGHTHOUSE F ROUND OC o° 82783 m ROUNDROCK,TEXAS 78664 TEMPORARY DRIVEWAY PLANS ® 512-344-9664 PE FI #F-19351 COVER SHEET ss/O•°.0 m SHEET 1 OF 9 9/16/202 ° N:\Projects\City of Round RocMEngineering-R-2023-025\W.A.No.7-Fire Station 10\CAD\Exhibits\RIGHT OF WAY PERMIT\COVER SHEET.dwg °' B. The subgrade material for the streets shown herein was tested by GENERAL NOTES: TRENCH SAFETY NOTES: —(firm)on this date:_(date)and the 1. All Construction shall be in accordance with the City of Round Rack(CORR) 1. In accordance with the Lam of the State of Texas and the U.S.occupational paying sections designed in accordance with the current City of Rau nd Rock Design and Construction Standards(DACS)Specification Manual. Safety and Health Administration(OSHA)regulations,all trenches over 5 feet in design criteria.The paving sections are to be constructed as follows. 2. Any existing utilities,pavement,curbs,sidewalks,structures,trees,etc.(not depth,in either hard and compact or soft and unstable soil,shall be sloped, planned for demolition or removal)that are damaged or removed,shall be shored,sheeted,braced or otherwise supported.Furthermore,all trenches less 2=mmo kmkm" em Base HMKI man Sub, repaired,or replaced,at the Contractor's expense. than 5 feet In depth shall also be effectively protected when hazardous ground addmmL 3 The Contractor shall verify all depths and locations of existing utilities prior to movement may be expected.Trench safety systems to be utilized for this any construction activities.Any discrepancies with the construction plans found project shall be provided as part of a package required prior to the pre- In the field shall Immediately be brought to the attention of the Engineer who construction meeting and any construction activities. shall be responsible for revising the plans as appropriate Failure to complete 2 In accordance with the U.S.Occupational Safety and Health Administration this sten prior to commencement of construction may result in significant delays regulations,when persons are in trenches 4 feet deep or more,adequate and/or expenditures for which the QX shall not be held hablem means of exit,such as a ladder or steps,must be provided and located in such a 4. Manhole frames,covers,valves,cleanouts,etc.shall be raised to finished grade manner as to require no more than 25 feet of lateral travel. prior to final paving construction. 3. If trench safety system details were not provided In the plans because trenches 5, The Contractor shall provide the City of Round Rock with a 72 hour notice were anticipated to be less than 5 feet in depth but,during construction,it is before beginning each phase of construction.Assigned City inspector should be found that trenches are in fact 5 feet or more in depth(or)trenches less than 5 _T the representative notified if applicable—if not then notify at the following: feet in depth are in an area where hazardous ground movement is expected, all Telephone:(512)218-7044(Transportation Department's Right-cif-Way construction shall cease,the trenched area shall be barricaded and the Design Management office). Engineer notified immediately.Construction shall not resume until appropriate The Geotechnical Engineer shall inspect the subgrade for compliance with the 6. All areas disturbed or exposed during construction shall be revegetated in trench safety system details,as designed by a professional engineer,are design assumptions made during preparation of the accepted geotechnical accordance with the plans and specifications.This includes any areas located submitted to the City of Round Rock for review and approval. report.Antradjustmerits that are required shall be made through revision of the outside of the defined limits of construction(LOC),in rights-of-way IROV4,or construction plans and addendum to any accepted geotechnical report. located on adjacent properties.Revegetation of all disrobed or exposed areas STREET AND DRAINAGE NOTES: 9. Where plasticity index(PI)Is over 20,subgrades must be stabilized utilizing a shall consist of sodding or seeding,at the Contractor's discrepancy,as outlined Y. All testing shall be done by an independent laboratory at the Owner's expense, method acceptable to the Planning and Deixalopment Services Department.Tice in the City's Design and Construction Standards.The type of revegetation Any retesting shall be paid for by the Contractor.A City Inspector shall be Geotechnical Engineer shall recommend an appropriate subgrade stabilization if provided must be equivalent to or exceed the type of vegetation present prior present during all tests.Testing shall be coordinated with the City Inspector, sulfates are determined to be present.When utilizing time for soil stabilization, to construction. and they shall be given a minimum 24-hour notice prior to any testing. free placement shall be in the form of lime slurry,not pellets. 2. Public roadways constructed as part of any development permit shall be 7. Prior to any construction,a pre-construction meeting shall be held between the from defects,patches,or repairs prior to acceptance by the City of Round Rock. 10. City of Round Rock,the Design Engineer,the Contractor,Subcontractors,other Roadways shall have a clear surface free from any gouges,marring,or cracking Field Breit fContral ReoultImMirits Utility Companies,and any affected parties or other entity the City or Design to be considered suitable to the City of Round Rock Transportation Dept.No Soil Description Density,Percent Moisture Content Engineer deem necessary. new roadways shall be accepted Tex-115-E B. The Contractor and Design Engineer shall keep accurate records of all until all construction traffic related to this or any associated permit has P105 a 93%D.-and 15 105%D. N/A construction that deviates from the plans.Changes to approved,construction- ceased,and the roadway is open to and exclusively used by the general stamped plans will require a revision from the Design Engineer that is approved public. 25!5 PI 9 35 2!98%Di and S 102%D. a W.,e3% by the City prior to field use The Design Engineer shall furnish the City of Round 3 Backfill behind the curb shall be compacted to obtain a minimum of 95% P1>35 2 95%D.and SIDVA D. a W,t3% Rock accurate"As-Built"record drawings following completion of all maximum density to within 3'of top of curb.Material used shall be primarily construction.These"As-Built"record drawings shall meet with the satisfaction granular with no rocks larger than 6'In the greatest dimension.The remaining WATER AND WASTEWATER NOTES: of the Transportation Department's Right-of Way Management Office prior to 3"shall be clean topsoil free from all clumps and suitable for sustaining plant 1. Piperraterial for water mainsshall be PVC(AWWA C-900,min.class 200),or final acceptance of the project. life. Ductile Iran(AWWA C-100,min.class 200).Watersenrices(2"or less)shall be 9. The Oty of Round Rock shall not be petitioned for acceptance until all necessary 4. The depth of cover for all crossings under pavement including gas,electric, polyethylene tubing(black,200 psi,DR 91. easement documents have been signed and recorded, telephone,cable tv,water services,etc shall be a minimum of 30"below 2. Pipe material for pressure wastewater mains shall be PVC(AWWA C-900,min. 10 Whenever construction activities are taking place within an existing easement, subgrade. class 150),SDR26 Higher Pressure Rated(160 PSI),or Ductile Iran(AWWA C the Contractor shall confine their work to within the bounds of said easement. 5 Street rights-of-way shall be graded at a slope of 1/4"per foot toward the curb Prior to final acceptance,the Contractor shall be responsible for removing all unless otherwise indicated.However,in no case shall the width of right-of-way 100,min.class 200).Pipe material for gravity wastewater mains shall be SDR26 trash and debris within any permanent or temporary easements.Clean-up shall at 1/4"per foot slope be less than 10 feet unless a specific request for an PVC,PVC(ASTM D2241 or D3034,max.DR-26),Ductile Iron(AWWA C-100,min. be to the satisfaction of the City of Round Rock Civil inspector and/or the City alternate grading scheme Is submitted to and approved by the Transportation class 200). Engineer. Department's Right-of-Way Management Office. 3. unless otherwise accepted by the Transportation Department's Right-of-Way 11. Prior to any construction,the Contractor shall apply for and secure all proper 6. Barricades,built to City of Round Rock standards,shall be constructed on all Management Office,minimum depth of cover for all lines outside of the paved permits from the appropriate authorities. dead-end streets and,as necessary,during construction to maintain job and areas shall be 42'below finished grade and 30'below subgrade for all lines 12.Available permanent benchmarks(City of Round Rack Dai with vertical public safety. located in paved areas. datum information that may be utilized for the construction of this project and 7. All reinforced concrete pipe(RCP)shall be minimum Class Ill.All public RCP 4, All fire hydrant and sprinkler leads shall be ductile Iran pipe(AWWA C.100,min are described as follows: shall be a minimum of 19-inches in diameter. class 200) [List anylogbenchmarks to be used that Include horizontal(ex:NAD 831 and vertical(ex:MAVOSS)datums as well as GEOID fez:2211)) O Page I of 2 _�WR_OUND ROCK TEXAS 2P CONSULTANTS,LLC _13 203 E.MAIN STREET,SUITE 204 GENERALNOTES ROUND ROCK,TEXAS 78664 512-344-9664 (1 OF 2) M .8 TBPEF00 °®NSULtt�G0 SHEET ERM#F-19351 20F9 _h WF`rojectskCity of Round Rock\Engineering-R-2023-0251W.A.No.7-Fire Station 1 MCAMExhibits\RIGHT OF WAY PERMIT\GENERAL NOTES(2 OF 2),dwg 5. All ductile iron pipe and fittings shall be wrapped with a minimum of 8-mil shall be as specified by the Design Engineer and approved by the City of Round 4. All temporary erosion control measures shall not be removed until revegetaton polyethylene and sealed with duct tape or equal accepted by the City of Round Rock. has been established and approval received from the Civil inspector.It shall be Rock Civil inspector. 18. Contact the City of Round Rock Utilities and Environmental Services[UESI the responsibility of Contractor to maintain all temporary erosion control 6. The Contractor shall contact the City of Round Rock Inspector to coordinate Department for assistance In determining existing water and wastewater structures and to remove all once approved to do so by the Civil Inspector. utility tie-ins and notify them at least 72 hours prior to connecting to any locations. S. All mud,dirt,rocks,debris,etc.spilled,tracked,or otherwise deposited on existing lines. 19.The City of Round Rock Fire Department shall be notified(48)hours prior to the existing paved streets,drives and areas used by the public shall be cleaned up 7. All manholes shall be concrete with cast iron ring and cover.All manholes testing of any building sprinkler piping so that they may be present to monitor immediately located outside of the pavement shall have bolted covers.Core connections to such testing. ROUND ROCK FIRE DEPARTMENT NOTES: fiberglass manholes are prohibited. 20. Sand,as described In Specification item 510 pipe,shall not be used as bedding 1. GENERAL All developments shall comply with the current Fire Code, 8- The Contractor must obtain a bulkwater permit or purchase and install a water for water and wastewater lines.Acceptable bedding materials are pipe bedding appendices,and any local amendments as adopted by the City of Round Rock. meter for all water used during construction.A copy of this permit must always stone,pea gravel and,in lieu of sand,a naturally occurring or manufactured 2. COMBUSTIBLE MATERIALS ON-SITE:All-weather access roads/drives be possessed by any parties who utilize water.Contact Water Distribution at stone material conforming to ASTM C33 for stone quality and meeting the (asphaft/concrete capable of supporting 90,000 lb.apparatus loading)shall be (5112)801-4435 for additional information. following gradation specification: constructed,and all water lines shall be tested and fire hydrants in-service, 9. Lim flushing,or any activity using a large quantity of water,must be scheduled Steve Size Percent Retained By WeWt prior to bringing combustible materials(wood,packaging,plastics,e tc I on any a minimum(10)days in advance with the City of Round Rock Civil Inspector. job site.Base material Is not acceptable for fire access roads/drives. 1/2® FIRE LANi Fire apparatus access roads/drives shall have a minimum 10.The Contractor,at his expense,shall perform sterilization of all potable water unobstructed width of(20)feet.Where traffic Is two-way directional,buildings lines constructed and shall provide all equipment(including test gauges), 3/9' 0-2 exceed(30)feet or three stories in height,total building area exceeds 62,000 supplies(including concentrated chlorine disinfecting material),and necessary square feet,or where hydrants are located along the fire access roads,the labor required for the sterilization procedure.The sterilization procedure shall #4 40-85 minimum width shall be(26)feet.If raised curbing or medians compromise be monitored by the City of Round Rock Civil Inspector.Water samples will be 910 95-100 minimum width,curbing shall be mountable and raised area shall contain no collected by the City of Round Rock to verify each treated line has attained an 21.The Contractor is hereby notified that connecting to,shutting down,or obstructions such as landscaping signage,ground-mounted equipment,etc initial chlorine concentration of 50 ppm.Where means of flushing is necessary, terminating existing utility lines may have to occur at off-peak hours.Such 4. ALL-WEATHER SURFACE:The pavement structure for fire access roads/drives 000 the Contractor,at his expense,shall provide flushing devices and remove said hours are usually outside normal working hours(7AM-4PM)and possibly must be all-weather surface(asphalt/concrete)designed to support an$0, lb.apparatus loading. devices prior to final acceptance by the City of Round Rock. between 12 AM and 6 AM. S. GRADE:The grade through the fire lane access shall not exceed 7%and no 11. Sampling taps shall be brought up to 3 feet above grade and shall be easily 22. All wastewater Construction shall be in accordance with the Teas Commission grade breaks shall exceed 3%. accessible for City personnel.At the Contractor's request,and In their presence, on Environmental Quality(TCEQ)Regulations,30 TAC Chapter 213 and 217,as 6. TURNING RADII:Turningradli shall be a minimum of 25-11 inside and 50-ft samples for bacteriological testing will be collected by the City of Round Rock applicable.All water construction shall be In accordance with TCEQ regulations, outside as measured from face-of-curb(when present)or on drivable,paved not less than(24)hours after the treated line has been flushed of the 30 TAC Chapter 290.Whenever TCEQ and City of Round Rock specifications surface. concentrated chlorine solution and charged with water approved by the City. Conflict the more stringent shall apply. 7. VERTICAL CLEARANCE:The vertical clearance over a designated fire lane shall The Contractor shall supply a check or money order,payable to the City of not be less than 13'-6'. Round Rock,to cover the fee Charged for testing each water sample.Fee TRAFFIC MARKING NOTES. 8. EMERGENCY RESPONDER RADIO COVERAGE:Adequate emergency responder amounts may be obtained by contacting the City of Round Rock Environmental 1. Any methods,street markings and signage necessary for warning motorists, radio coverage shall be required for all new buildings.A pre-enhancement,radio Services Laboratory at(512)219-5561 or waterlabfiRroundrockilIxas.gov. warning pedestrians,or diverting traffic during construction shall conform to survey shall be required at the 80%construction phase for certain building 12.The Contractor,at their expense,shall perform quality testing for all wastewater the Texas Manual of Uniform Traffic Control Devices for Streets and Highways types based on the size of the building.Pre-enhancement radio survey pipe installed and pressure pipe hydrostatic testing of all waterlines constructed. (TMUTCD),latest edition. requirements include the following building types- The Contractor shall provide all equipment(including pumps and gauges), 2. All pavement markings,markers,paint,traffic buttons,traffic controls,and signs ® Greater than(5)stories supplies,and labor necessary to perform these tests.Quality and pressure shall be installed in accordance with the Texas Department of Transportation ® Below grade plane testing shall be monitored by the City of Round Rock CMI Inspector. Standard Specifications for Construction of Highways,Streets and Bridges and, ® wood framed construction greater than 50,1101)SF 13. The Contractor shall coordinate testing with the City of Round Rack Civil the Texas Manual of Uniform Traffic Control Devices for Streets and Highways, ® Concrete or metal framed construction greater than 25,000 SF Inspector and provide no less than(72)hours of notice prior to performing latest editions. 9. REQUIRED FIRE FLOWS:A project's minimum fire flow for the largest building shall be measured at(20)PSI residual pressure that Is available for firefighting sterilization,quality testing,or pressure testing. EROSION AND SEDIMENTATION CONTROL NCrrES1. per the flows on tables 6105.1 or 8105.2 of the International Fire Code(IFC), 14 The Contractor(or Subcontractors)shall not open or close any valves unless 1. Erosion control measures,site work,and restoration work shall be in Appendix B.DISCLAIMER:It Is the responsilijilIX of the developerand engineer directed to do so by City of Round Rock personnel. accordance with the City of Round Rack Design and Construction Standards to ensure these minimum fire flow requirements for the site are met via flow 15.All valve boxes and covers shall be cast iron. (DACS)and Code of Ordinances. testing and water modeling. 16.All water service,wastewater service and valve locations shall be appropriately 2. All Slopes Shall be sodded or seeded with approved grass,grass mixtures,or 10. SPRINKLER SYSTEMS:Buildings equipped with any fire department connections marked as follows: ground cover that is suitable to the area and the season in which theyare (FDC)shall have fire hydrant located within 11NY of FOC(remote FDC is ® water service-"w'on top of curb(blue color) applied. permissible).FDC shall be Identified on the site via signage. • Wastewater Semite-'S"on top of the Curb 3. Silt fences,rock berms,sedimentation basins,and similarly recognized 11.GATES:If gates are provided alonganyfire access road/drive,minimum . Valve-"V'an face of curb techniques and materials shall be employed during construction to prevent passable width shall not be less than(20)feet and shall comply with IFC 17.Tools for marking the curb shall be provided by the Contractor.Other point source sedimentation loading of downstream facilities.Installation and Appendix D and Round Rack Code of Ordinances regarding emergency access appropriate means of marking service and valve locations shall be provided in condition shall be regularly inspected by the City of Round Rock for systems.Gates will require a Knox-Box®key box that shall contain keys to gain areas without curbs..Such means of marking effectiveness.Additional measures may be required if,In the opinion of the City necessary access as required by the fire code official. Engineer,they are warranted. IN) 0 Ila Page 2 of 2I*ROUND ROCK TEXA5 2P CONSULTANTS,LLC GENERALNOTES 203 E.MAIN STREET,SUITE 204 ROUND ROCK-TEXAS 78664 512-344-9664 (1 OF 2) M SHEET -19351 TBPE FIRM#F 9 _ 3 OF 0h WProjectsliCity of Round RocMEngineerling-R-2023-025M.A.No.7-Fire Station 101CAMExhibitslRIGHT OF WAY PERMIT\GENERAL NOTES(2 OF 2).dwg a) D m o � m o m ch W x ,. N a 1 0 *d , .. p \ e m •,,, "r " ; STRIPPING TO BE REMOVED W m t .+ AND REPLACED v . ' �- a eeae+n^ EXISTING 6' z .�� ..„ WATER LINE q PARKING SPOTS p1 TO BET REMOVED' AN m BE REMOVEDOF BTD a REPLACED 43 z71 41- y. G c� �� TION TREE PRO , a 0e 5 TREE PROTECTION . SIDEWALK TO REMAIN '' ° t� EXISTING 16" a ' � _ VEGETATION/2 CREPE MYRTLES TO BE 16� WATER LINE ... .. f: REMOVED AND REPLACED - 10'PUE& :ESMTINET#.20160495 XXX.- XxXX XXX O.P.RWCT 1BE LF OF CURB TO REMOVED AND PLACED OLD SETTLERS BLVD. EXISTING 30 STORM LINE , —30"SD— — — —_t3'"SD— — — 30°°SD— — — —30'SD— — —.-3D'°SD— — DEMOLITION LEGEND � -XXXXXXXXX LINE DEMO (UTILITIES, CURBS) 0 50 100 AREA OF DEMO (VEGETATION, ®® dw ® fie OF F PAVEMENT, UTILITIES) SCALE : 1 50 '�� N S ...........*.. co o 2P CONSULTANTS,LLC DAVID URBAN c 203 E. STREET,SUITE 204 827$3° m ROUNDROCK,TEXAS 75664 0° !/O 512-344-9664 ® a TEPE FIRM#F-19351 /ONAL ®b�uLt\N SHEET F 9 9/16/202 _j 0 h N:1Projects\City of Round Rock\Engineedng-R-2023-0251W.A.No.7-Fire Station 101CAD1EXhibitslRIGHT OF WAY PERMITIEXISTING&DEMOLITION PLAN.dwg I ALL FROM NOT LOCATED WITwN ME UNITS OF CONSTRUCT10N AND OUTSOE OF DISTURBED AREAS SHALL BE PRESERVED. THE CONTRACTOR IS RESPONSIBLE FOR PNOTECRNG ALL TREES TO BE PRE ENVIES FROM HIS ACTIVITIES. 2. ALL TREES SHORN TO RETAINED ON ME PUNS.SHALL BE PROTECTED DURING CONSTRUCTION WON FACSiG.SEE: CRZ TREE PROTECTION TREE WELLS(CC-02),TREE PROTECTION TREE LOCATION(EC-03)AND TREE PROTECTION FENCE-CHAIN DRIPLINE LINK(EC-0e)- TREE PROTECTION 3 TREE PROTECTION reNGM HHL,BE ERECTED ACCOROUG t0 CM STANDARDS FOR TREE PROTECTION,INO.UDING TYPES FENCE AT CRZ OF FE OR;AND SIGNAGE. A. TREE PROTECTION FENCES SMALL BE INSTALLED PROA TO ME COMMENCEMENT OF TINY SITE PREPARATION WORK (CLEAW,GRUBBING,OR GRADING)AND SHALL BE MNNPNNED THROUGHOUT ALL PHASES OF ME CON5IRUGPIOM PRMCI. 0 EROSION PND SEDIMENTATION CONTROL BARRIERS SHAM.BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOL BUI D-UP WITHIN TREE ORBRUNES 6.. FENCES SNA6A COMPLETELY SURROU"THE TREE,OR CLUSTERS OF PREM,LOCATED AT THE OUTERMOST LIMITS OF THE CHAIN Lmn FORCE TREE BRAMONM(0X PLANE)OR CRITICIS ROOT ZONE(CR2),WHICHEVER S GREATER. AND B1WA BE MANTNHEO THROMON DAT THE P=CT IN OMER 0 PREVENT ME rOLLOWN0. W SOL COMPACTION IN CRZ AREA RESULTING FROM VEHIOULAR TRAFMC OR STORAGE OF EOUW`MENY OR MATERIAL. w. CRE DISTURBANCES WE TO GRACE CHANGES(GWEA7R MAN 6 INCHES CUT ER FILL)OR TRENCNINO NOT D AND y T rY.:x fp�A. '^I?•�(• REMENED AUTHORIZED BY THE FORESTRY MANAGER. x1° ytgpv< By 2O'-O FEES BC. TO EXPOSED RIOTS,muNK,OR UYBS 8d MECI4NICAL EQUIP ENT .,,,J1 N •J1 60. OTHER MM TM OEMNEWTM TO MMES SUCH AS CHEMICAL STORAGE,CONCRETE TRUCK CLEANING.AND FIRES 2O• EE) TR P. Effi TD INSTALLING MM FENCES AT ME TWEE ORIPURES OR CRL.WHICHEVER 5 GREATER.WAY BE PERMITTED IN I i®• I SFOLLOWING CASES TA WHEN THERE IS TO BE AC GRADE CMANIGE,INPERMEAS PAWNG SURFACE.OR TREE ROI.: '�s� D& WHERE PERINEABLE PAVING S TO BE INSTALLED,ERECT THE FENCE AT THC CUTER UNITS OF ME PERMEABLE 2C. WHERE TREES ARE CLOSE TO O BUILDINOg,ERECT THE FENCE NO CLOSER MAN 6 FEET TO ME LOCATION BUILDING. TD. WHERE THERE ARE SEVERE SPACE CONSTTWNTS DUE TO TRACT SAE,OR 07HE'R SPEOAL REQUIREMENTS.CONTACT ( ROOT ZONE) ME FORUM TO DISCUSS ALTERNATIVES. B WHERE AKY OF THE ARAE EXCEPTIONSRESULT IN A FENCE THAT IS CLOSER THAN 3 FEET TO A TREE TRIMK,THE RMB16®1 FOOT PER RCN MUNK SNML 8E PROTECTED BY STRAPPED-OH PLANKING TO A HEIGHT OF B FEET(OR TO THE LIMITS OF LOWER or TRUNK DIAMETER BRANGHNG)IN ADDITION PO THE REDUCED FENCING PROVIDED. 6, WHERE ANY OF ME ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES UNDER THE IMPLINE OR BRE. FREE 7REITT"P.TION fEElCF - CHAI'.N L1kK WHICHEVER IS GREATER.THOSE AREAS SHOULD BE COVERED WITH A INCHES OF ORGANIC MULCH TO MINIMIZE SOL COMPACTION. 10.ALL O NG ARKIN CR 8 ARFJS SINLL WE GONE BY NANO OR CORN SMALL EQUIPMENT TO WIMM'M ROOT GAME.PRIOR NppE.: 10 GRADING,RELOCATE PROTECTIVE FENCING TD 2 FEET BEHIND ME GRAOE CHANGE®WEA. I.ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHNML BE PRUNED FLUSH CORN THE SOIL AND BACKFILLED WITH GOOD QUALM TOP SOIL WITHIN Mn. IF EXPOSED ROOT AREAS CANNOT BE BAACKFNLED WITHIN 2 DAYS,AN ORGANIC LIMBS Of SOD CHIP MULCH AREA ANDD M FROM WIERML WNIOH BEOUGES SAL TEYPERAX.F E AND MINIMIZES WATER LOSS WE TO TION SMALL BE PLACED TO TRUNK To WORT(AREA SHALL BE SU&EC4 TYOO THE APPROVAL COVER THE ROOTS UNTIL BMKnU.W OCCUR. OF THE FORESTRY ER 12 PRtGN TO EFCAKATGN OR CAMEN E CUTTING WN TREE DRIPLNM.A CLEAN CUL T SHMBE MADE BETWEEN ME DISTURBED AND UNOSTURBEO RVOT ZONES VAN A ROCK SAW OR VNal�EQUIPMENT.IN A LOFATIDN AND TO A DEPTH APPROVED BY TRY tlMI ME FORESAGER,TO MNItOE DAMAGE TO REMAINING X15. °3.REM MOST HEAMLY IMPACTED BY COS ACTMTIES WILL BE WATERED DEERY WE A WEEK DURING PERIODS OF 2• NOT.OH WEATHER FEE ARE TO BE SPRAYED WITH WATER KRIODICMLY TO REDUCE DUST ACCUMULATION ON T FREE PROTECTION to.WHONSINSTAWNG COHOETE ADACENT TO THE ROOT ZONE OF A OCE.A PLASTIC VAPOR BARRIER SHAU.BE PM Opp PENCEBEHIND THE COCREM TO PROHIBIT LEACHING OF LINE INTO THE CRZ li 1S.ANY TRENCHING REQUIRED TME IHSTALUTION OF LANDSCAPE IRRIGhTIOd SHALL BE PLACED AS FAR FROM EXISTING I TREE TRUNKS AS POSSIBLE. BB NO LANDSCAPE TOPSOIL 0RO59NG GREATER MAN FOUR(0)INCHES SBWl BE PERMITTED WITHIN THE ORMJNE OR CRZ OF TREES.�ICHEVER IS GREATER.NO TOPSOIL.IS ON ROOT BARES OF ANY TWEE BW T)PRO6NG M PROMDE CLEWANCE FOR STRUCTURES,VEHICULAR TRAFFIC,AND C EOUPYENT SCULL TAKE 26-D"FOR PULE BE FOE C BEGINS ALL PRUNING MUST BE NG TO CRY STANNRDS AND AS OUILIMED IN LTEPATURE By ME INIIERNAl10NA SD�Y CLRTuRE(IBA TECHNIQUES). VARIES 20°°DIA TWEE) 1B.ALL W(TREE CUL.INTENTIOLY OR UMNTENDONA.SH—BE SEALED WAN AN APROVE0 PRUNING SEAMEN MNEOATELY TSOF CR RGOT ZONE _WOOD CHIP MULCH ((MTIEN 10 MINUTES).PRUNING SEM OR TREE PAINT MUST BE KEPT ON SITE AT ALL TIMES. 10.CNF MAULER HAS THE ALITHORM TD REWIRE ABORONI TREE PROTECTION BEFORE OR DURING of FOOT I 16 DEPTH) CONSTRUCTION 20 TEEM APPRONOD FOR REMOVAL SNAIL BE REMOVED IN A WANNER WHICH ODES NOT IMPACT FROM TO SE PRESERVED. K REFER TO ME CM or ROUND ROUND RBS&TREE TECHNICM MAINUAL FOR APPROPRIATE WEAWAL METHODS 21 PRIOR TO CONSTRUCTION.All LOWER TREE UNBS OVER MUST BE PALMED TO A HECHT OF FEET USING AA5 NEEDED TO PROVIDE ANINCESSAWTV WORK SPACE. O CHIN tllACll IdRFA THE TECHNIQUES DMORBFD IN THE Cm OF POUND ROCK TREE TECHNICAL MNNUAL LESS THAN W.MEN ALIO BOARDS STRAPPED TO TRUNK. (N'-B"DEPTH) ZZ.OEVIATIO S FROM ME ABM NOTES MAY BE COKIDEOO ORDINANCE MOATIpJS IF MERE IS NON COMPLIANCE OR C A TREE SUSTAINS DAMAGE AS A RESMT TWEE PROTEF'TITAN F NCE(110DIFIEOI- CMAIN LINK FOR QUESTIONS LONCERNIPoG THIS DETAIL.. FOR OUESTIDNS CONCERNING THIS DETAIL, PLEASE CONTACT THE FORESTRY ER. 3 PLEASE CONTACT THE FORESTRY MANAGER. SCALE:N xb SPT RA G ND: COPT DRA G N®T ON ME _ ROMD ROCK 6C-01 ONOF EC-Ob APPROVED OF manlirrIIEI AFFROMED alm1 BEI 2s-28721 01-28-21 DATE TREE PROTECTION NOTES Dm TREE PROTECTION NIDI FENCE CHAIN LINK -: FII TRI YB I a o It ONT W w AT m MAN,a—I INMB) C� OF �pN •. $9 o _ o 2P CONSULTANTS,LLCDAliID lJRf3AN ® o 203 E.MAIN STREET,SUITE 204 , -0 ,, 02733 ROUND R®CIG,TEXAS 75664 ®®® ' f/C��® 'mak® 512-344-9664 .s+�®®RBAd PE FI #F-19351 coANSULt` L� SHEET 5 OF 9 9/16/202 0 N:1Projeots\City of Round Rook\Engineering-R-2023-025kW.A.No.7-Fire Station 101CA®1Exhibits\RIGHT OF WAY PERMITIEXISTING&DEMOLITION PLAN.dwg a) � D f ' k o 0 �r 4 e, ,. o e f r¢. 892 SO FT r OFTEMPORARY eT z ' � $ MATCH EXISTING ASPHALT g ' PAVEMENT b ;�" � z U ° 30 � ! ear, ar: �' ..E+•: sd� R W_. c W—_ ° �°," 1 g"yd— — -- '3 MATCH EXISTING "� + w• SIDEWALK - v a288 SO FT _ �--- — 59.15' OF TEMPORARY �— 100' ASPHALT OLD SETTLERS BLVD. MATCH EXISTING PAVEMENT —30°'SD— — — —3R''`SD— — — =30°°SD— — ——30°"SD— — -. 30 SD N 0 50 100 P�NE e OF TF SCALE : 1"= 50' Ila *. * N 2P CONSULTANTS,LLC DAVID URBAN c SITE PLAN i. .....................:.1i 203 E.MAIN STREET,SUITE 204 / 0 82783 ROUND ROCK,TEXAS 75664 / 0 •°!/C 512-344-9664 S+ '°•. N • ° ® sv .. TBPE F1 F-19351 S/ONAL ®bsUL4®�G SHEET N 6 F 9 9/16/2025 °, N:1Projects\City of Round Rock\Engineedng-R-2023-0251W.A.No.7-Fire Station 101CAD1Exhibits\RIGHT OF WAY PERMrRSITE PLAN.dwg D m m ; � C7=Yn I �'? 'dna B �° R a 2'^ "s " 6'� ' cn m m o m 0 4 >, m 0 30 LF OF CURB TO BE REPLACED p ` vj tb 992 SO FT m ASPHOALT TO BE REMOVED ' AND AREA TO BE CRUSHED GRANTED 500 SO FT OF TEMPORARY ASPHALT TO BE REMOVED i `x � � ,� :AND AREA TO BE SODDED t � i h 4 . � *z M 1a �ti4� ..,.,., ,,., 268 SO FT it':.. ,� '> U ANY VEGETATION THAT WAS OF TEMPORARYy {� �. qpy a!" REMOVED TO BE REPLACED x .' SIDEWALK TO BE REPAIRED OR REPLACED DAMAGED ��"" 80 LF OF CURB TO BE REPLACED I 6:!w ..W OLD SETTLERS BLVD. ® SD- 30°°SD— — — —30a'SD— — — —30°°SD— — — —30°'SD— — — 3® SD— — 0 50 100 OF TF SCALE : 1"= 50° r�tP' -i'9is o 2P CONSULTANTS,LLC DAVID URBAN c 203 E. AIN STREET,SUITE 204 R E HAB I L I TAT I O N P LAN 0�'°° °° ° °82783 �% MAINRO ROCK,TEXAS 78664 � 512-344-9664 ®®NAL°° ® a)TBPE F #F-19351 m c®�suL'Y°`'G SHEET G, 7F 0 N:\Projects\City of Round RocMEngineering-R-2023-0251W.A.No.7-Fire Station 1MCAD\Exhibits\RIGHT OF WAY PER IT\REHABILITATION PLAN.dwg c� p�pi .Z1 •.. ,d .s S ;tai W m " 0 i s (D 0 a O 0 k m s Rl O (D (n U1 �»6 ,� �' mew en CD m low, s O z l Z 0 cc4 en w SIDEWALK — — Q � CLOSED SIGN z SIDEWALK CLOSED SIGN �� ` — ;�r —_-- — B11 } —"' — 9-0 o p p— m p p O r 244'.'SD 30°s®-— — OLD SETTLERS LVD- — t E� ;pp � MM"t . ,ro✓ � d; " e', ,,, 1 TRAFFIC CONTROL PLAN 9 v` ,. sawarviuma wwrmgnarm,�nnci,vn:mm,uroq�ccxbAcem.�Gu.:da.rc ue N 0 100 200 E OF r SCALE : 1"= 100' arc'� ° ° ° ° 1.4 1 N •* c :...DAVID URBAN co 2PCONSULTANTS,LLC •°°°°°°°°°° °°° .°.............. TE zoo 8278203 E. STREET,SUI0 c ROUND ROCK,TEXAS 78664 IIS O 4/CENS�� 512-344-9664 °••....•° TBPE FIRM#F-19351 /ONAI m 6 °awsu�s"� SHEET 8 OF 9 9/16/202 0 N:\Projects\City of Round Rock\Engineering-R-2023-025\W.A.No.7-Fire Station 10\CAMExhibitMRIGHT OF WAY PER IT\TRAFFIC CONTROL PLAN .dwg O ), 1 1, LEGEND M 5 5-1codeC— D-7— 0 V ROAD ROAD NOflK ROAD Gp 0 WORK .-y I-vwc le < 48 X i4 CW2 AHEAD O 0 -1' " 48 5 x inod. END co �O�O m .. .... s!!n®, Ep . X —I'll. �>J,�, !2" rlbaaer - (D ROAD WOR m G?O 2 D 4. z ®c C�W20 5T7, LO —7. 8 TI, 0 ...... j 30 2 35 Z X A, 35 70 160 60 .219'320, 40 80 240 '5� 0 0 (D 45 0' 15 30' 320' -95' 110, !i a c 0 5 'boo, loo 4U0 Z`io 50 CoLAWS '50' 55 60, 66W T�V 5 110' 500 ib b� . I 600 1 350 0 65 410: 457 �o 475 0 " , h 0, 51 15 go 1 o..o. • R-ch" xx CO3-1p is..nose"A L-V..'TO—— I-Width of OfftetffT) 5-Posted Sm,d iWm, TYPICAL USAGE sem-.11- 11lT1iI$1L �l IL- GENERAL NOTES ' 4 A rile work Acer war vep DY la'E+gi.+¢e 11 •Wt1 alar'I'll-,De spm p 4 Vi,, ®T- zI ?-A 'GH vel 0 4 1 AN IS>6 TCP (1-401 orad r. 1!"b-"-df-lefe 1e®Old C"! ILlI h. XX W TCP (;I-4b) C4-Vp S mpN 1 2. ronY ror rf .:;L, 35 rpa or —1.mW fd,-.1w, t I'S Id,Ift I,—pP O GHT EE ENO A DWW�a C.2.5TR WORK ROAD WORK V..EA. xa x 1,i a x®° R ORK TRAFFIC CONTROL PLAN 40 14' Y .81 LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS TCP (1-40) TCP (1-4b) ROAD WORK AHEAD TCP(I-4)-18 I ONE LANE CLOSED TWO LANES CLOSED cwaox I O 2P CONSULTANTS,LLC 203 E.MAIN STREET,SUITE 204 TRAFFIC CONTROL PLAN DETAILS ROUND ROCK,TEXAS 78664 512-344-9664 TBPE FIRM#F-19351 m (0 f coMSUL"I SHEET 9 OF 9 N:\Projects\City of Round Rock\Engineering-R-2023-025WA.No.7-Fire Station 1 O\CAD\ExhibitskRIGHT OF WAY PER MIT\TRAFFIC CONTROL PLAN dwg 2025090059 Page 16 of 16 ELECTRONICALLY RECORDED OFFICIAL PUBLIC RECORDS 2025090059 Pages: 16 Fee: $105.00 11/13/2025 01 :21 PM MBARRICK yt wrr`f j. i Nancy E. Rister, County Clerk Williamson County,Texas