Loading...
HomeMy WebLinkAboutRES 24-091RESOLUTION NO.24-091 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: WHEREAS, Entergy Texas, Inc., has requested that the City grant an eighteen feet (18') wide utility casement to allow the relocation and installation of new utility poles at the intersection of Liberty Avenue and N 13"' Street, said easement being a 0,0135-acre tract of land out and part of Lots 21 and 22, Block 30 of Jarrette Addition, situated in the Noah Tevis League Survey, Abstract No. 52, as described in Exhibit "A," and attached hereto; and, WHEREAS, the City Council has considered the purpose of said conveyance and is of the opinion that the acceptance of said conveyance is necessary and desirable and that same should be accepted; NOW, THEREFORE,, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this resolution are hereby, in all things, approved and adopted; and THAT said above -described utility easement requested from Entergy Texas, Inc., be and the same is hereby, in all things, accepted. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Goveriu-rent Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumonylthis the 16th day of April, NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE, OR STRIDE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE, IT IS FILED FOR RECORDING IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER`S LICENSE NUMBER. STATE OF TEXAS COUNTY OF JEFFERSON RIGHT-OF-WAY INSTRUMENT-ENTRRGY TEXAS, INC. KNOW ALL MEN 13Y THESE PRESENTS THAT: City of Beaumont, a municipal corporation domiciled in Jefferson County, 'Texas, by and through its authorized representative, acting for and on behalf of its successors, assigns and any other person claiming the ownership to the property hereinafter described, collectively "Grantor", for and in consideration of One Dollar, in hand paid, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, assign, convey unto and warrant and defend Entergy Texas, Inc., whose address is 60 N. 1111' Street, Beaumont, Texas, 77701, and its successors and assigns, collectively "Grantee", a right -of --way, servitude and casement eighteen (IS') feet in width ("Right -of -Way") for the location, construction, reconstruction, improvements, repairs, operation, inspection, patrol, replacement and maintenance of electric power and communication facilities ("Grantee Facilities"), or the removal thereof, now or in the future, including, but not necessarily limited to poles, cross aims, insulators, wires, cables, conduits, hardware, transformers, switches, guy wires, anchors and other equipment, structures, material and appurtenances, now or hereafter used, useful or desired in connection therewith by Grantee over, across, under, along or on that land of Grantor in tile County of Jefferson, State of Texas described as follows, to -wit: Being a tract of land, consisting of Lots: 17-22, Block: 30, in the Jarrett Subdivision, situated in the Noah Tevis Survey, A-52 and being recorded under Clerks File # (Volume/Page) 3/175, of the Deed Records of Jefferson County, Texas. ("Property") The Right -of -Way granted is in the area as shown by the attached Exhibits A & B hereto attached and made a part hereof, Grantee shall apply for a Street Cut and Barricading permit with Grantor before the start of construction, Grantee shall hydro -vac waterlines during the installation and anchoring of instruments near Grantor's waterlines. Grantee shall backfll hydro -vac location sites with a flowable Wokfill mix that meets all requirements of TxDOT Item 401; attached as Exhibit C hereto attached and made a part hereof. plowable fill mix design shall be a mimmum of 100 psi compressive strength at twenty-eight (28) days. Unless otherwise herein specifically provided, the center line of the Grantee facilities initially constructed on this Right -of -Way shall be the center line of the Right -of -Way; together with the right of ingress and egress to and front the Right -of -Way across the adjoining land of the Grantor, Grantee shall have the right to install and maintain gates in all existing and future fences crossing tile Property where same intersects the Right -of -Way to provide access to and fi•om the Grantee Facilities, provided such gates will be installed in a planner that will not unreasonably weaken such fences. Grantee shall have the full and continuing right, but not the obligation, to clear and keep clear vegetation within or growing into the Right -of -Way and the further right to remove or modify fi•ohll time to tune trees, limbs, and/or vegetation outside the Itiglit-of Way which is dead, decaying or in danger of falling or leaning oil Grantee Facilities, by use of a variety of methods used in the vegetation management indust.y. Grantor reserves the right to continue to use and enjoy the surface of tile, Easement Area for all purposes that do not interfere with or interrupt the use or enjoyment of the Easement by Grantee for the purposes provided herein, including but not limited to the right to place surfacing materials over and across the ) moment. Area and to use the same for parking areas, driveways, walkways or sidewalks, landscaping and/or lighting; provided, however, no permanent buildings may be placed on the Easement Area. Notwithstanding the foregoing, Grantee shall ]lot be responsible for the repair and replacement of any improveohents placed by Grantor within the Easement Area and the same shall be repaired and maintained by Grantor, at Grantor's sole cost and expense. Grantor shall not construct or permit the construction of any buildings or other structures on land adjoining (lie Right -of -Way or change the grade E11 Distribution M isement — Las(— Legal Enlity Rev. 2/2021 — 49716— CITY 01, BEAUMOM' or elevation of the Right -of -Way in violation of (lie minimum clearances from Grantee Facilities as provided in the National Electrical Safety Colic or other applicable state and local laws, regulations and ordinances. IN WITNESS WHEREOF, Grantor, by and through its authorized representative, has executed this Right -of -Way Instrument on this ___. day of , 2024. GRANTOR; City of Beaumont Kenneth R. Williams City Manager ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF JEFFERSON § This instrument was acknowledged before the on this day of , 2024 by KENNETH R. WILLIAMS, as the CITY MANAGER and authorized representative of City of Beaumont (Grantor], Stamp Or Seal WR4 34962864 DD M&S Engineering Notaty Public, State of Texas Commission expires: Space Below Reserved For County Clerk's Recording Information AFTER RECORDING, RETTJRN TO: Entergy Texas, Inc., Right -of -Way Department, 60 N. 11", Street, Beattntont, TX 77701 ETl 17islribulion Easement -- Easl — Legal Folily Rev. 212021 — 49716 -- CITY OF BEAUMONT M&S ENGINEERING ELECTRICAL I CIVIL I MEP 0.0134--ACRE TRACT 5022ERBMT.004 EXHIBIT OP.DWG ® 2204 TIMDERLOCII, STE. 228, THE WOODLANDS, TX 77300 WWW.MSENOR.COM UND FIRM I)F•1394 I TOPELS FIRM M0169000 LA IF II6190 14S E 027675 AR F 113473 EXHIBIT "A" FIELDNOTE DESCRIPTION 18' UTILITY EASEMENT FN NO. 5022ERBMT.004 February 27, 2024 BEING A 0.0134--ACRE TRACT OF LAND (582 SQUARE FEET) SITUATED IN THE NOAH TEVIS LEAGUE SURVEY, A-52, JEFFERSON COUNTY, TEXAS, AND BEING OUT AND PART OF LOTS 21 AND 22, BLOCK 30 OF JARRETTE ADDITION, A PLAT/MAP DEED RECORDED IN VOLUME 3, PAGE 175 JEFFERSON COUNTY MAP RECORDS (J.C.M.R.). SAID 0.0134-ACRE TRACT OF LAND (582 SQUARE FEET) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING at the Southeast corner of said Lot 22, Block 30, the Northwest corner of the intersection of the North Right -of -Way of Liberty Avenue (60' R.O.W.) (Vol. 3, Pg. 175 J.C.M.R.) and the West Right -of -Way of 131:11 Street (60' R.Q.W.) (Vol. 3, Pg. 175 J.C.M.R.), and being the Southeast corner of the herein described tract; THENCE West along the South lines of lots 22 and 21, the North Right -of --Way line of Liberty Avenue, for a distance of 29.8A feet to a point for the Southwest corner of the herein described tract, from whence the Southwest corner of Lot 21, the Southeast corner of Lot 20 bears West 20.16 feet; THENCE North leaving the North Right -of -Way line of Liberty Avenue, over and across Lot: 21 for a distance of 18.00 feet to a point for the lower Northwest corner of the herein described tract; THENCE East over and across Lots 21 and 22 for a distance of 11.84 feet to a point within lot 22, for an internal 'ell' corner of the herein described tract; THENCE North over and across Lot 22, for a distance of 2.50 feet to a point for the upper Northwest corner of the herein described tract; THENCE East continuing over and across lot 22, for a distance of 18.00 feet to a point in the West Right -of --Way line of 13" Steet, the East line of Lot 22, for the Northeast corner of the herein described tract, from whence the Northeast corner of Lot 22 bears North 114.50 feet; THENCE South along the West Right -of --Way line of 13t1' Street, the East line of Lot 22, for a distance of 20.50 feet back to the POINT OF BEGINNING and containing 0.0134-acre (582 square feet) of land, more or less. NOTES: 1. ALL BEARING SHOWN HEREON ARE REFERENCED `1'O THE PLAT OF JERRETTE ADDITION. 2.ALL COORDINATES AND DISTANCES ARE GRID VALUES. 3. A PARCEL DRAWING OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS LEGAL DESCRIPTION. /UV— �( F 02/17/2024 �'�4� o'�tr TAKENHANF S DATE ...{..................IIIr1.. REGISTERED PROFESSIONAL LAND SURVEYOR TA ,N HANKS t \tI..k111 .1....1114 fi787 TEXAS REGISTRATION NO. 6787 �A�„ aP,�A M&S ENGINEERING 2204 TIMBERLOCH, STE. 228, THE WOODLANDS, TX 77380 TBPELS FIRM #10169800 PHONE: 830--228-5446 Page 2 of 2 LOTH LOTS LOT W LOT16 LOT 5 LOT JARRETTE ADDITION VOL. 3, PG. 175 J.C.M.R. LOT17 EEGEND BLOCK 30 LOT 18 I LOT 14 LOT 7 LOT20 LOT LOT 21 NORTH 1 2.50' EAST 11.84'--\ L2 20.16, SWC LOT 21 WEST 29.84 LIBERTY AVENUE (60' R.O.W,) VOL. 3, PG, 175 J.C,M,R, • FOUND MONUMENT P.O.C. POINT OF COMMENCEMENT P.OA POINT OF BEGINNING CAL CONTRORINGMONUMMT FNn, FOUND C.C.t. Na COUNTY CLIRK'S FIE NUMBER J.C.)AR. }EFFERSON COUNFY MAP RECORDS J,c.I3,R, JEFFERSON COUNIY DIED RECORDS M&S ENGINEERING ELECTRICAL I CIVIL MEP Line Table Line # Directlon Length L1 NORTH 48.00 L2 EAST 18.00 Q 2204 TIMBERLOCH, STE, 228, THE WOODLANDS, TX 773BO 1P WWW.MSENOR.COM Q ]XING FIRM IIF-1384 111PELS FIR14 910160900 !ftEF11610E MSE1127875 9RF113413 DATE.2/27/2024 DRAWN BY; JM I PROJECT No, 5022ERBMT,004 NEC LOT 22 SEC LOT 7 LOT 22 20 40 80 SCALE (FEET) 1"-40' gyp~ 0. v� J O PROPOSED 18' UTILITY EASEMENT 0.0134-ACRE (582 SQUARE FEET) 20.50' (PLAT CALL; 135') SURVEYOR NOTES: I. ALL BEARINGS SHOWN HEREON ARE REFERENCED TO THE PLAT OF JARRETTE ADDITION. 2, ALL COORDINATES AND DISTANCES ARE GRID VALUES, US, SURVEY FEET 3. TH;S BOUNDARY SURVEY IS SUBMITTED WITH A SEPARATE LEGAL DESCRIPTION OF EVEN DATE 4. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THE SURVEYOR HAS NOT ABSIRACTED THE SUBJECT PROPERTY, NOR MADE ANY INDEPENDENT INVESTIGATION OR SEARCH FOR EASEMENT, RESTRICTIVE COVENANTS OR ANY OTHER ENCUMBRANCES OF RECORD THAT MAY AFFECT THE PROPERTY 5. THIS SKETCH IN NO WAY CONSTITUTES A LAND SURVEY PERFORMED ON THE GROUND AND IS ONLY FOR EXHIBIT PURPOSES ONLY, EXHIBIT "B" LEGAL DESCRIPTION BEING A 0,0134-ACRE (582 SQUARE FEEIT) TRACT OF LAND AND BEING OUT AND PART OF LOTS 21 AND 22, BLOCK 30, JARRETTE ADDITION, A MAP/PLAT SITUATED IN THE NOAH SHEET 1 OF I TEVIS LEAGUE SURVEY, A-52, JEFFERS014 COUNTY, TEXAS SURVEYORS CERTIFICATE 30FF iF I, TAREN HANKS, HEREBY CERTIFY THAT THIS SURVEY WAS T F PERFORMED ON THE GROUND UNDER MY SUPERVISION d'.�CAND THAT THIS PLAT REPRESENTS THE FACTS FOUND AT ........ r...THE TIME OF THE SURVEY. HANKS7 ... ... I�L SI�P'�Y 2 2 p22024 v�� 7A -N HANKS RE ISTFRED P OFESSIONAL LAND SURVEYOR NO, 6787 EXHIBIT C Item 401 plowable Backf ill q, DESCRIPTION Furnish and place flowable backfill for trench, hale, or other void. 2, MATERIALS 401 Tuxna oaparlmnnt o! 7iarrsporlaflnn Use materials from proquelifled sources listed on the Department website, Use materials from non-Iisted sources only when tested and approved before use. Allow 30 calendar clays for the Engineer to sample, test, and report results for non -listed sources. Do not combine approved material with unapproved material. 1.1 Cement. Furnish cement In accordance with CMS-4600, "Hydraulic Cement;' 2.2 Fly Ash, Furnish fly ash in accordance with CMS-4610, "Fly Ash." 2.3 Chemical Admixtures, Furnish chemical admixtures In accordancewith DMS•4640, "Chemical Admixtures for Concrete." Use specialty type admixtures to enhance the flowabllily, reduce shrinkage, and reduce segregation by maintalning solids In suspension when necessary, Use and proportion all admixtures In accordance with the manufacturer's recommendations. 2,4 Flne Aggregate, Provide fine aggregate that will stay in suspension In the mortar to the extent required for proper flow and that meets the gradation requirements of Table 1. Table 1 Aaareoate Gradation Chart glove Size Percent t'asstng 314D 100 11200 040 Test fine aggregate gradation In accordance with Tex-401-A. Plasticity Index (PI) must not exceed 6 when tested In accordance with Tex-106-E. 1.5 Mixing Water. Use mixing water in accordance with Item 421, "Hydraulic Convent Concrete;' 3. CONSTRUCTION Submit a construcilon method and plan, Including mix design, for approval. Provide a means of filling the entire void area, and be able to demonstrate this has been accomplished. Prevent the movement of any Inserted structure from Its designated location. Remove and replace or correct the problem if voids are found In ilia oil or any of the requirements are not met as shown on the plans without additional cost to the Department. 401 Furnish a mix meeting IN requirements of Table 2 unless otherwise shown on the plans, Table 2 1= AWAIA F[II MY DAM011 ReaulreMOMS Prot t xcavatable Non-Excavatable Test Method 28-da Com ressive Stroj th,r psi 60 to 200 } 200 ASTM D4832 Consistent 2 Min diameter In, 8 ASTM D6103 Unit Welght, pcf 90 to 125 1001045 145 ASTM D6023 Alf Content, % 10 to 30 5 to 15 ASTM 06023 1, Average of 2 specimens, 2. Mixture must not segregate, Mix the flowable fill using a central -mixed concrete plant, ready -mix concrete truck, pug mill, or other approved method. Furnish all labor, equipment, tools, containers, and molds required for sampling, making, transporting, curing, removal, and disposal of test specimens. Furnish test molds meeting the requirements of Tex-447-A. Transport, strip, and cure the test specimens as scheduled at the designated location. Cure test specimens in accordance with Tex-447-A, The Engineer will sample, make, and test all specimens, Dispose of used, broken specimens in an approved location and manner, The frequency of job -control testing will be at the direction of the Engineer, 4. MEASUREMENT This Item will be measured by the cubic yard of material placed. Measurement will not include additional volume caused by slips, slides, or cave-ins resulting from the Contractors operations. 5. PAYMENT The work performed and materials furnished In accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Flowable Backflil," This price Is full compensation for furnishing, hauling, and placing materials and for equipment, tools, labor, and Incidentals. Q,vnar. QTV OF VEAUMO,VT ownor Address; PO BOX MR BEMPMOUr U77M-M27 Site Addiew NOTICE OF CONE<IDENTIALITY RIGxTS: IF YOU ARE A, NATURAL PERSON, YOU MAY REMOVE OR ST"Mi ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANS 4 , RS AN INTEREST IN REAL PROPERTY BEFORE IT IS PILED FOR RECORDING IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMMER. STATE OF TEXAS COUNTY OF JEFFERSON RIGHT-OI+-WAY INSTRUMENT-ENTERGY TEXAS, INC. KNOW ALL MEN BY THESE PRESENTS THAT: City of Beaumont, a municipal corporation domiciled in Jefferson County, Texas, by and through its authorized representative, acting for and on behalf of its successors, assigns and any other person claiming the ownership to the property hereinafter described, collectively "Grantor", for and in consideration of One Dollar, in hand paid, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, assign, convey unto and warrant and defend Entergy Texas, Inc,, whose address is 60 N. I la' Street, Beaumont, Texas, 7770I, and its successors and assigns, collectively "Grantee", a right-of-way, servitude and easement eighteen (18') feet in width ("Right -of -Way") for tine location, construction, reconstruction, improvements, repairs, operation, inspection, patrol, replacement and maintenance of electric power and communication facilities ("Grantee Facilities"), or the removal thereof, now or in the future, including, but not necessarily limited to poles, cross arms, insulators, wires, cables, conduits, hardware, transformers, switches, guy wires, anchors and other equipment, structures, material and appurtenances, now or hereafter used, rueful or desired in connection therewith by Grantee over, across, under, along or on that land of Grantor in the County of Jefferson, State of Texas described as follows, to -wit: Being a tract of land, consisting of Lots: 17-22, Block: 30, in the Jarrett Subdivision, situated in the Noah Tevis Survey, A-52 and being recorded under Clerks file # (Volume/Page) 3A75, of the Deed Records of Jefferson County, Texas. ("Property") The Right -of -Way granted is in the area as shown by the attached Exhibits A & B hereto attached and made a part hereof, Grantee shall apply for a Street Cut and Barricading permit with Grantor before the start of construction. Grantee shall hydro -vac waterlines during the installation and anchoring of instruments near Grantor's waterlines. Grantee shall backftli hydro -vac location sites with a fowable backfill mix that meets all requirements of TxDOT Item 401; attached as Exhibit C hereto attached and made a part hereof. Flowable fill mix design shall be a minimum of 100 psi compressive strength at twenty-eight (28) days. Unless otherwise herein specifically provided, the center line of the Grantee Facilities initially constructed on this Right -of -Way shall be the center he of the Right -of -Way; together with the right of ingress and egress to and from the Right -of -Way across the adjoining land of the Grantor. Grantee shall have the right to install and maintain gates in all existing and future fences crossing the Property where same intersects tho Right -of --Way to provide access to and from the Grantee Facilities, provided such gates will be installed in a manner that will not unreasonably weaken such fences. Grantee shall have the full and continuing right, but not the obligation, to clear and keep clear vegetation within or growing into the Right -of -Way and the further right to remove or modify from time to time trees, limbs, and/or vegetation outside the Right -of -Way which is dead, decaying or in danger of falling or leaning on Grantee Facilities, by use of a variety of methods used in the vegetation management industry. Grantor reserves the right to continue to use and enjoy the surface of the Easement Area for all purposes that do not Interfere with or interrupt the use or enjoyment of the Easement by Grantee for the purposes provided herein, including but not limited to the right to place surfacing materials over and across the Easement Area and to use the same for parking areas, driveways, walkways or sidewalks, landscaping and/or lighting; provided, however, no permanent buildings rnay be placed on the Easement Area. Notwithstanding lire foregoing, Grantee shall not be responsible for the repair and replacement of any improvements placed by Grantor within the Basement Area and the same shall be repaired and maintained by Grantor, at Grantor's sole cost and expense. Grantor shall not construct or permit the construction of any buildings or other structures on land adjoining the Right -of -Way or change the grade ETT Distribution Easement — l ast — Legal Enlity Rev. 2/2021— 4971(r CIV OP BEAUMONT or elevation of the Right -of -Way in violation of the minimum clearances from Grantee Facilities as provided in the National Electrical Safety Code or other applicable state and local laws, regulations and ordinances. IN WITNESS WHER OF, Grantor, by and through its authorized representative, has executed this Right -of -Way Instrwnent on this —j. ay of LyiL , 2024. GRANTOR: City of Beaumont Kenneth R. Williams City Manager ACKNOWLEDGMENT STATE OF TEXAS COUNTY OF JEFFERSON This instrument was acknowledged before me on this �� day of AVA , 2024 by KENNETH R. WILLIAMS, as the CITY MANAGER and authorized representative of City of Beaumont (Grantor). AmAu) SONDRADAVI$ Notary1p #125115240Not My Cammisslon Expires Ee public, State of Texas aryStamp April 3, 202'7 q^s ;- Or Commission expires: f t Seal Space Below Reserved For County ng_,inEgrrnatlon Ca ,Clerk's „Rernrd 4 v� W O O F-Urs,V WR# 34962864 DD M&S Engineering AFTER RECORDING, RETURN TO: Entergy Texas, Inc., Right -of -Way Department, 60 N. 111" Street, Beaumont, TX 77701 ET! Distribution Easement -- East -- Legal Entity Rev. 2aUl - 49716 - CITY Or BEAUMONT -I)- Q 2204 TIMBERI.00H, STE, 228, THE WOODLANDS, TX773BO c� WWW.MSENGR.COM M&S- EN GIN EERING TXMG FIRM !IF•1394 I T9PEl5 HRF1 #101G9GG0 LA EF #&19B M5 F 1127675 hR F I13473 ELECTRICAL I CML I MEP 0.0134-ACRE TRACT FN NO. 5022ERBMT.004 5022ER13MT.004 February 27, 2024 EXHIBIT OP.DWG EXHIBIT "A" rIELDNOTE DESCRIPTION 18' UTILITY EASEMENT BEING A 0.01.34--ACRE TRACT OF LAND (582 SQUARE FEET) SITUATED IN THE NOAH TEVIS LEAGUE SURVEY, A-52, JEFFERSON COUNTY, TEXAS, AND BEING OUT AND PART OF LOTS 21 AND 22, BLOCK 30 OF JARRETTE ADDITION, A PLAT/MAP DEED RECORDED IN VOLUME 3, PACE 1.75 JEFFERSON COUNTY MAP RECORDS (J.C.M.R.). SAID 0.0134-ACRE TRACT OF LAND (582 SQUARE FEET) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING at the Southeast corner of said Lot 22, Block 30, the Northwest corner of the intersection of the North Right -of -Way of Liberty Avenue (60' R.O.W.) (Vol. 3, Pg. 175 J.C.M.R.) and the West Right -of -Way of 13th Street (60' R.O.W.) (Vol. 3, Pg. 175 J.C.M.R.), and being the Southeast corner of the herein described tract; o THENCE West along the South lines of lots 22 and 21, the North v Right--of-Way line of Liberty Avenue, for a distance of 29.84 feet o b- to a point for the Southwest corner of the herein described 'tract, ofrom whence the Southwest corner of Lot 21, the Southeast corner Q of Lot 20 bears West 20.1.6 feet; r; THENCE North leaving the North Right -of --Way line of Liberty Avenue, =?� •.,. over and across Lot 21 for a distance of 18.00 feet to a point for the lower Northwest corner of the herein described tract; THENCE East over and across Lots 21 and 22 for a distance of 11.84 feet to a point within lot 22, fox an internal `ell' corner of the herein described tract; M&S ENGINEERING ELECTRICAL ML I MEP THENCE North over and across Lot 22, for a distance of 2.50 feet to a point for the upper Northwest corner of the herein described tract, THENCE East continuing over and across lot 22, for a distance of 18.00 feet to a point in the West Right -of --Way line of 13t" Steet, the East line of Lot 22, for the Northeast corner of the herein described tract, from whence the Northeast corner of Lot 22 bears North 114.50 feet; THENCE South along the West Right--of-Way line of 13th Street, the East line of Lot 22, for a distance of 20.50 feet back to the POINT OF BEGINNING and containing 0.0134--acre (582 square feet) of land, more or less. NOTES: 1. ALL BEARING SHOWN HEREON ARE REFERENCED TO THE PLAT OF JERRETTE ADDITION. 2.ALL COORDINATES AND DISTANCES ARE GRID VALUES. 3.A PARCEL DRAWING OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS LEGAL DESCRIPTION. 02/17/2024 TAREN HANKS REGISTERED PROFESSIONAL LAND o TEXAS REGISTRATION NO. 6787 a a v, o M&S ENGINEERING 2204 TIMBERLOCH, STE. 228, z THE WOODLANDS, TX 77380 T13PELS FIRM #10169800 c o PHONE: 830-228--5446 DATE SURVEYOR .1.. ........I.........0.! TMEN HANKS ....,....s............. A� s787 r ..� Page 2 of 2 LOT8 LOT LOT ID LOT16 LOTS LOT JARRETTE ADDITION LOT VOL. 3, PG. 175 X.M.R. LOT17 LEGEND BLOCK 30 LOT18 1 LOT19 LOT20 j iOT2l I LOT 22 NORTH l 2.50F� EAST 11,84'-1 L2 2T).16' SEC 10120 SWC LOT 41 WEST 29.84 LIBERTY AVENUE (60'R.O.W.) VOL. 3, PG. 175 J.C.M.R. a FOUNDMONIIMENS ?.P.C. POINT 0; COMMENCEMEW T.O.a• POIPITOFBEGINNING CA. CONKOUINGMONUMENT 1tm, 10UNa C.C.F. No. COUNTY CLERICS FILE NUMBER LCAl0. JEFFERSON COUNTYMAP RECORDS J.C.D'k JEFFERSON COUNSY DEEP RECORDS Line Table Line tl DITeetlon Length L1 NORTH 18.00 L2 FAST 18.00 I 9 2204 MOLOCH, STE. 228, Ila THE WOO BLANDS, TX 77380 00 WWw.�1s�c�,Car� Q '&NO FIRM CIF-1394 M&S ENGINEERING iFUSFIRM 61o16900 MEC,TRWAL I CIVIL I MEP Lk EF U B198 MS E R27675 AR F 113473 DATE.2/27/2024 I DRAWN BY. JM I PROJECT No. 5022MW.004 NEC LOT 22 SEC LOT 7 20 40 80 SCALE (FEET) 1`^ 40. _U 4O` a PROPOSED 18' UTILITY EASEMENT 0,0134-ACRE (5B2 SQUARE; FEEI) -.--SOUTH 20.50' (PLAT CALL 135') LOT 22 SURVEYOR NOTES,. 1, ALL AEARINGSSHOWN HEREON ARE REFERENCED TO THE PLAT OF JARRETTE ADDITION. 2, ALL COORDINATES AND DISTANCES ARE GRID VALUES, US. SURVEY FEET 5, THIS BOUNDARY SURVEY I$ SUBMITTED WITH A SEPARATE LEGAL DESCRIPTION OF EVEN DATE 4. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OFATIIECOMMT MENT.THE SURVEYOR HAS NOT ABSTRACTED THE SUBJECT PROPERTY, NOR MADE ANY INDEPENDENT INVESTIGATION OR SEARCH FOR EASEMENT, RESTRICTIVE COVENANTS OR ANY OTHER ENCUMBRANCES OF RECORD THAT MAY AFFECT THE PROPERTY $, THIS SKETCH IN NO WAY CONSTRgES A LAND SURVEY PERFORMED ON THE GROUN D AND IS ONLY FOR EXHIBIT PURPOSES ONLY. EXHIBIT I'B" 1EGAL DESCRIPTION BEING A 0.0134-ACRE 1682 SQUARE FEET) TRACT OF LAND AND BEING OUT AND PART OF LOTS 21 AND 22. BLOCK 30, JARRETTE ADDITION, A MAP/P LAT SITUATED IN THE NOAH SHEET T OF I TEVIS LEAGUE SURVEY, A-52, JEFFERSON COUNTY, TEXAS SURVEYORS CERTIFICATE �E OF 7F �Q:•','S 7' , I, TAREN HANKS, HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED ON THE GROUND UNDER MY SUPERVISION AND THAT THIS PLAT REPRESENTS THE FACTS FOUND AT THE TIME nF THE SURVEY. TAREN HANKS 6787 r 2/27/2024 TA N HANKS DAM RE 1STERED P OFESSIONAL LAND SURVEYOR NO, 6787 EX141BIT C Item 401 Flowable Bacictill 1. DESCRIPTION Fumish and place flowable back1lil for trench, hola, or other void. 2. MATERIALS 401 Torras prpartvser�t o171anspor6tlon Use materiais,from prequallfred sources listed on the Department website. Use materials from non -listed sources only when tested and approved before use. Allow 30 calendar days for the Engineer to sample, test, and report results for non•listed sources. Do not combino approved material with unapproved material, 1.1 Cement. Furnish cement In accordance with DMS4600 "Hydraulic cement" 2,2 Fly Ash, Furnish fly ash in accordance with D. M84610, "Fly Ash." 2.3 Chemical Admixtures, Furnish chemical admixtures in accordance with DNrS 4640, "Chemical Admixtures for Concrete." Use specialty type admixtures to enhance the flowablllty, reduce shrinkage, and reduce segregation by maintaining solids In suspension when necessary. Use and proportion all admixtures in accordance with the manufacturer's recommendations. 2.4 Fine Aggregate. Provide fine aggregate that wail stay in suspension in the mortar to the extent required for proper flow and that meets the gradation requirements of Table 1. Table 1 Aggregate Gradation Chart Sieve size Percent Passing 3140 too f120t1 0-�0 Test fine aggregate gradation In accordanco with Tex401-A, Plasticity Index (PI) must not exceed 6 when tested In accordance with Tax-106•E, 1.6 Mixing Water. Use mlxing water In accordance with Item 421, "Hydraulic Cement Concrete." 3. is �-aaw tot? ©�� E-^ 5 l ''r���r� prrrriim�aPi CONSTRUCTION Submit a construction method and plan, Including mix design, for approval. Provide a means of filling the entire void area, and be able to demonstrate this has been accomplished, Prevent the movement of any Inserted structure'from its designated location, Remove and replace or correct the problem if voids are found In the fill or any of the requirements are not met as shown on the plans without additional cost to the Department. 401 Furnish a mix meeting the requirements of Table 2 unless otherwise shown on the plans, Table 2 Ftawable Fill Mix Deslan Reaulrements Froeft Excavatable Hon•Excavatable Test Method 28-da Corn ressive Strength,' sl 80 to 200 > 200 ASTM 04832 Consistent s Min diameter, in, 8 ASTM D6103 Unit Vale[ hl, pcf 80 to 125 100 to W ASTM 06023 Alc Content, % 10 to 30 5 to 15 ASTM D0023 1. Average of 2 specimens. 2. Mixturo must not segregate. Mix the flowable flit using a central -mixed concrete plant, ready -mix concrete truck, pug mill, or other approved method. Furnish all labor, equipment, tools, containers, and molds required for sampling, making, transporting, curing, removal, and disposal of test specimens. Furnish test molds moeting the requirements of Tex-447-A. Transport, strip, and cure the test specimens as scheduled at the designated location, Care test specimens in accordance with Tex447-A. The Enpinoerwill sample, make, and test all specimens, Dispose of used, broken specimens in an approved looatlon and manner. The frequency of job -control testing will be at the direction of the Engineer. 4. MEASUREMENT This Item will be measured by the cublc yard of material placed. Measurement will not include additional volume caused by slips, slides, or cave-ins resulting from the Contractor's oparatlons. 5, PAYMENT The work performed and materials furnlshod in accordance with this Item and measured as provided under °Measurement° wall be paid for at the unit price bid For "Flowable Backf7lL0 This price Is full compensation for fumishing, hauling, and placing materials and for equipment, tools, labor, and incidentals, CERTIFY` HIS'fS'A RU GORY Witness my Hand.and Sea( of Office -APR", J,'! W4 E ACOS A-HEI.I.BERG, 6:5t1NTY U5 JE41ER ON CO NTY, TEXAS All, {. UTV COUNTY CLERK Oft FILED AND RECORDED OFFICIAL PUBLIC RECORDS Roxanne Acosta-t-lellberg, County Clerk Jefferson County, Texas April 15, 2024 12:58:03 PM FEE: $49.00 20240/0275