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21-717ORDINANCE NO. 21-7 17 AN ORDINANCE OF THE CITY OF DENTON DETERMINING THE PUBLIC USE, NEED, AND NECESSITY FOR THE ACQUISITION OF VARIOUS (1) PERMANENT WATER & WASTEWATER EASEMENTS, (I1) PERMANENT ELECTRIC EASEMENTS, AND (II1) TEMPORARY CONSTRUCTION EASEMENTS, GENERAI ,LY LOCATED ALONG INTERSTATE 35E, EAST OF LOOP 288, SITUATED IN THE JOHN MCGOWAN SURVEY – ABSTRACT NO. 797; THE GIDEON WALKER SURVEY – ABSTRACT NO. 1330, THE MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY – ABSTRACT NO. 950, THE DANIEL LOMBARD SURVEY – ABSTRACT NO. 784. AND THE J. WORRALL SURVEY – ABSTRACT NO. 1433. ALL IN THE CITY AND COUNTY OF DENTON, TEXAS, AND MORE PARTICULARLY DESCRIBED IN THE ATTACHED EXHIBIT “ A” (COLLECTIVELY, THE “PROPERTY INTERESTS”); AUTHORIZING THE INTERIM CITY MANAGER AND CITY ATTORNEY, OR THEIR RESPECTIVE DESIGNEES, TO ACQUIRE THE PROPERTY INTERESTS BY AGREEMENT IF POSSIBLE, INCLUDING MAKING ALL OFFERS REQUIRED BY LAW; AUTHORIZING THE USE OF THE POWER OF EMINENT DOMAIN TO CONDEMN THE PROPERTY INTERESTS IF AGREEMENT CANNOT BE REACHED; AUTHORIZING THE CITY ATTORNEY, OR HIS DESIGNEE, TO FILE EMINENT DOMAIN PROCEEDINGS IF NECESSARY; AUTHORIZING THE EXPENDITURE OF FUNDING; MAKING FINDINGS; PROVIDING A SAVINGS CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Denton (“City Council”) after consideration of this matter, has determined that a public use and necessity exists for, and that the public welfare and convenience requires, the acquisition of the Property Interests, comprised of various permanent easements and temporary construction easements, by the City of Denton (“City“). The City Council finds that the acquisition of the Property Interests is a valid public use necessary to provide for the water, wastewater, and electrical utility relocation adjacent to Interstate Highway 35E located in the City of Denton, all for the public safety and welfare (collectively, the “Project”), to serve the public and the citizens of the City; and WHEREAS, the acquisition of the Property Interests identified in Exhibit “A” is necessary in furtherance of the Project; and WHEREAS, the City is required to make an initial offer as defined by, and in compliance with, Texas Property Code §21.0111 (“Initial Offer”), and a bona fide offer as defined by, and in compliance with, Texas Property Code 921.0113 (“Final Offer”) to acquire the Property Interests for public use, voluntarily, from the subject landowners before beginning the acquisition of the Property Interests by eminent domain; and WHEREAS, independent professional appraisal reports of the Property Interests will be submitted to the City as required by Chapter 21 of the Texas Property Code, and the Interim City Manager or her designee will establish a certain amount determined to be just compensation for the individual Property Interests based on the appraisals and fair market values of the Property Interests and any applicable fees necessary to acquire the Property Intaests; and WHEREAS, the City Council deems it necessary to authorize the City Attorney to initiate condannatioa proceedings in order to acquire the Property Interests if an agreemart cannot be rmched with the subject landowners for the purchase of the Property Interests; NOW, THEREFORE, THE couNcnl OF THE crm OF DENTON ORDAINS: SECTION 1. The City Council finds that the recitals made in the preamble of this Ordinance are true and conea, and incorporates such rwitals into the body of this ordinance as if oopied in their entirety. SECTION 2. The City Council authorizes acquisition of the Property Interests, as more pmticularly descritxd in the attached ExhibitK h:’ for the reasons and purposes set forth above together with all nwessmy appurtenmces, additions, and improvments on, over, under, and through the Property Interests. SECTION 3. The City Council authorims the City Attorney, or his designee, to negotiate for and to acquire the nquhed property rights in the Property Interests for the City, and to acquire these rights in compliance with State and any other applicable law. The City Attorney, or designee, is specifically authorized and directed to do each and every act newssary to acquire the needed property rights in the Property Interests including, but not limited to, the authority to negotiate, give notices, make written offers to pwchase, prepare contracts and conveyance documents, to retain and designate a qualified appraiser of the Property Interests to be acquired and any other experts or consultants that he deems nocwsary for the aaluisition process, to retain qualified outside litigation counsel as needed, and, if necessary, to institute and conduct all parts of the proceedings in emillmt domain in accordance with the laws and procedures of the State. SECTION 4. The Interim City Managa, or her designee, is appointed as negotiator for the acquisition of the needed Prolnrty Interwts and, as such, the Interim City Manager, or her designee, is authorized and directed to do ach and every act and deed specified or authorized by this Ordinance, subject to the availability of funds appropdated by the City Council for such purpose. The Intmim City Manag% or her designee, is specifically authorized to establish and make offer(s) of just compensation for the acquisition of the Property Intaests to the respective landowner(s) in accordance with State and any other applicable law. If an agreement as to damages or compensation cannot be reached, then the City Attorney, or his designw, is authorized and directed to file or cause to be filed, against the subject landowna(s) and interested parties of the Property Interests, proceedings in eminent domain to acquire the Property Interests. SECTION 5. It is the intent of the City Council that this Ordinance authorize the Interim City Manager and City Attorney, or their designees, are authorized to perform all steps necessary to obtain the Property Interests necessary for the Project, whetha through negotiation or condemnation, including the expenditure of funds, SE(YHON 6. It is the intent of the City Council that this Ordinance authorize the acquisition and condmnation of all property interests required for the construction and installation of the Project for public usa to swve the public and citizens of the City. If it is detamined that t:hue are scrivener errors in the desmiptions contained herein or if later surveys contain more accurate revised descriptions, the City Attorney or his designee is authorized to have such errors conected or revisions made without the necessity of obtaining a new City Council Ordinance authmizing condemnation of the corrected or revised property. The Project is generally located along Interstate 35, east of Loop 288 and north of U.S. Highway 380 (University Drive), situated in the John McGowan Survey – Abstract No. 797; the Gideon Walker Survey - Abstract No. 1330, the Mmphis, El Paso and Pa£i6c Railroad Company Swvey – Abstract No. 950, the Daniel Lombard Survey – Abstract No. 784, and the J. Worrall Survey – Abstract No. 1433, all in the City and County of Denton, Texas. SECY110N 7. In the event that Special Commissionws, appointed by the Court during condmnationproceedings, retwn an award that is the same mount or less than the amount offered by the City for just compensation, the City Attorney is hereby authorized to settle the lawsuit for that amotmt. SECTION 8. Following an award by Special Commissioners, the City Finance Director is haeby authorized to issue a check from the appropriate fund in an amount not to exceed the Slncial Commissioners’ award payable to the Cowty Clerk of Denton County to be deposited in the registry of the Coua to enable the City to take possession of the respecdve Property Intaest(s) without furthn action of the City Council. SECTION 9. If any section, article, paragraph, sentence, phrase, clause, or word in this ordinance, or application thereof to any persons or circumstances, is held invalid or unconstitutional by a court of competent jurisdiction, such holding shall not aBeet the validity of the rmaining portions of this ordinance; the City Council declares that it would have ordained such remaining portion despite such invalidity, and such ranaining portion shall remain in full force and effect. §,ECFION 10. This Ordinance shall become effective immediately upon its passage. re:T = 1i: •F :r1 rV;IfgF FT!!!rLIa1111c e \IvInsII rrTtebyo:=::iT= d following vote b 11 and seconded approved by the Aye ./ ./ Nay Abstain Absent Mayor Guard Hudweth: Birdia Johnson, District 1: Connie Baker, District 2:J J a J®se Davis, District 3: John Ryan, DisUict 4: Deb Armintor, At Large Place 5 :./ Paul Meltzer, At Large Place 6:V/ PASSED AND APPROVED this the LltD . day of N\col _, 2021 MM&£(yOR- ATTEST: ROSA RIOS, CITY SECRETARY \lltlllllf aa APPROVED AS TO LEGAL FORM: AARON LEAL, CITY ATTORNEY .„ EXHIBIT “A“ The Property Interests <b+1a EXal r–rTI l• 18TH jg IBr LIII III [1 a)£l I = hI ISal jn T=r 3E 0r Cr)F 3L=t- r\I ol CDlnlblOlc\IIVVI vlvlvl cola>lo) VIVTIeN 31 3l3l3l3l3l3L-L=L=El JC Idc l£l£l£ jg T= IF colcoeuler)rIF c'>1<olojcqjnsr IV IK>IK>ILOFIr IF IT IF ruIncoI corIF b10r 3E CO COqP a) COT= 3SaMa 0010qP rbF 3L=E+10bF Cr)b 3 JC r\1bT= 3l3b_ lbJC 14 3l3b_ it,,JC Idc+ 1 + 3l3l3l3l3E IE IE IE IFEIn-L-L L-L- + 2l2 vI rlvl©lojrjc'>FI qlqlVlql cola)LOInOIT LOIN C\I logFIr gIll;IRIR JC l£+f 1 +1 x- 1 x– Ix- Ix– 1 x– rICOcol COx– Ix- aFn anllOIA gdg ii gi§lg£g gil II:ii gIgI lili i gg ;! Jb O a) 3RCa) 'a/ laa) 0 a +1 i)> \n+ i ai #nl L- Nba E3 CD R rD LLI Toa) OC C) E a)la a/ g)a Z<E bZ C) LU ,n\ b=/ 0 ona -1 LUZ<a I)A Bad laa)N'=0E 3 CD +=1 \n++ L=0 C) ga C0U)C JC0-> LU nb b C) gabnP --1--1<I }- LUOD nc on Ca)a) CDC CD=\n=P C a) g) (b a 10£ O5 (9 Ea)la C/)g)a a)O at) g) a =al (a CD bn.UP a dOh Z E g Cha) JO E a)2 C 0 ab £ T)CC a) bZ LaP B E a) i CD B \=+ a==I 0( E ++n\L-a)a) 10C (Ua a \UP L. HUbL=0 g)6 0 Ss CO1- 1)1- C0 C/)C 10 To JCO < 1= a) JO0 ac C a) rD ga rI a la la aE ga)3D 0ac)ig gII &o+fEtS C) = % LUO18 : Ina) C) Ea in0al BIg gIgLLla IE (aalala CD a0 (9 10£ O--1IJ -g al:a) El 6CUI--I-> 3 10 i / a tri CDa£C) $1:ZIala3 bZ >-=Bg € ti0a( 3 EF JdC LaLL .-1 aca C)ac< a >,C 10al E0 C) >1 a) E a-1:[ 'F) CD la anuP U) COXa)1- CDcj--1J (\1qh C/) CD laa)II E >q 'r) CO C Q to0alLM0O C/) (UXa)1- CD cSC trI3 (a0 Q( aSa) U\a 1)E LU a) 0Ela 8 lg !iII !!qitIe lg= cr) 10 B:[ >,+1 la al 'E a) !! ca a)a CD laQ 'EgIg+El= 1 1 1 IBel: 1 1 1 1; CO ,{{: 81E. 1 1 1 lo E gi _g! -:'. gI i 1 lg a)Lu CD 9141 la !]; iigIll sIg :Ol£lnl>< 8tI iI;IEg gIgI-lg– ca B(ai) a'jQal (a g dC C a hL=0 1: 0 C a) cjC aS(aX g E1=0Z hH0 [ XX ca ELn COO a (P gHg gBJ 61-J 6 {iii i l£ g 1# a)0 (9 m 10 a)0O 1-a C)LL aO ac< abI on10b gl 1 ql o a) CSa Fr CO CO 0010 ole'>IvNININ BI LO Ihl OoO lo01 oo a>1 oo01 o)c'>leI to lkJ-I CDIO>1 oa) b0) cole010qP LO0T= CO0qF LfSb 800T= IT Eli gr 00x- Ix- cT) a <Ea)Oa ' C {lgBlab- ED a 6 C lg -= LEGAL DESCRIPTION BEING a tract of land situated in the John McGowan Survey, Abstract No. 797. City of Denton, Denton County, Texas, and being part of Lot 2BR, Denton Shopping Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume D, Page 154 of the Plat Records of Denton County. Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped "TXDOT" found in the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way), and being in the southeast line of said Lot 2BR; from said point the south corner of said Lot 2BR bears South 41'41'51 " West, a distance of 14.15 feet; THENCE departing the said southeast line of Lot 2BR, North 47'50’52" West, a distance of 75.07 feet to a point for corner THENCE North 45'’52'39" West, a distance of 197.42 feet to a point for corner in the northwest line of said Lot 2BR; THENCE North 41'39'50" East, along the said northwest line of Lot 2BR, a distance of 14.64 feet to a point for corner; THENCE departing the said northwest line of 2BR, South 45'24'22" East, a distance of 3.00 feet to a point for corner THENCE the following three (3) calls: North 84'’13'38" East, a distance of 17.49 feet to a point for corner; South 45'’53'04" East, a distance of 183.29 feet to a point for corner; South 47'’50'52" East, a distance of 74.36 feet to a point for corner in the said southeast line of Lot 2BFi; THENCE South 41'41'51" West, along the said southeast line of Lot 2BR, a distance of 28.01 feet to the POINT OF BEGINNING and containing 7,510 square feet or 0.1724 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER. WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 2BR DENTON SHOPPING CENTER ADDITION JOHN McGOWAN SURVEY. ABSTRACT NO. 797 CITY OF DENTON. DENTON COUNTY, TEXAS m MA I J8H I MC8 1 812saIa) I 061024039 1 IOF2 :„“ / f / / / LOT 2BR, BLOCK 1 DENTON SHOPPING CENTER ADDITION (VOL. D, PG. 154) NORTH / / 16' WATER EASEMENT (VOL. D, PG. 154) -0.1724 ACRES LINE TABLE 1~.1 S41'41'51'W 14.15' 75.07'N47'50'52'W 14.64N41'3950"E I L4 1 s 4 5 o 2 4 1 2 2 H E 3.OO' GRA$KFIMBE IN FEET 7,510 SQ. FT. 30' FIRE LANE. UTILITY AND DRAINAGE EASEMENT (VOL. D, PG. 154) zI 15' LONE STAR / GAS EASEMENT / (VOL. 1005. PG. 776) / / / / / / / / ;(E:evA LEGEND %eQ P.0.B. = POINT OF BEGINNING ADF = ALUMINUM DISK STAMPED "TXDOT FOUND gRe ADF P.0.B.PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land the metes and bounds of the easement tract. Surveyor, hereby certifies that this survey plat accurately sets out WATER, WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 2BR DENTON SHOPPING CENTER ADDITION JOHN McGOWAN SURVEY. ABSTRACT NO. 797 CITY OF DENTON, DENTON COUNTY, TEXAS ICHAEL c. BILUNGSLE7 REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com ;MiCHAEL CLEO BILUNGSLEY 6558 S GENSHEIMER, RILEY 4/20/2021 9:24 AM \V<IMLEY-HORN\TX_FTW\FTW_SURVEYW61024039-DENTON IH-35E UTILITIES\DWG\061024039.DENTON IH35E UTILITIES EX WW 0.1724 AC.DWG LEGAL DESCRIPTION WATER AND WASTEWATER EASEMENT BEING a tract of land situated in the John McGowan Survey, Abstract No. A-797, City of Denton, Denton County, Texas1 and being a part of Lot 3A, Block 1, Denton Shopping Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume C, Page 130 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a PK nail found in the northwestern line of said Lot 3A; from said point the west corner of said Lot 3A1 and being a point in the northeast right-of-way line of Interstate Highway No. 35 (a variable width rightof-way) bears South 55'’00'50'' West, a distance of 20.42 feet; THENCE North 55'’OO'50" East, along the said northwestern line of said Lot 3A, a distance of 20.31 feet to a point for corner THENCE departing the said northwestern line of Lot 3A, South 44'54'13" East, a distance of 10.08 feet to a point for corner THENCE the following six (6) calls: South 1'46'45" East, a distance of 10.35 feet to a point for corner; South 44'’50'45" East, a distance of 72.95 feet to a point for corner; South 89'’50’45'' East, a distance of 21.45 feet to a point for corner; South 44'’54'13'’ East, a distance of 50.56 feet to a point for corner; South 33'00'29' East, a distance of 51.02 feet to a point for corner; South 46'’30'08" East, a distance of 42.25 feet to a point for corner in the southeast line of said Lot 3A; THENCE South 42'’15'50" West, along the said southeast line of said Lot 3A, a distance of 28.01 feet to a point for corner; from said point the southernmost corner of said Lot 3A, and being a point in the said northeast right-of-way line of Interstate Highway No. 35 bears South 42'15'5CY' West, a distance of 44.76 feet; THENCE departing the said southeast line of said Lot 3A, North 46'30'08" West, a distance of 46.17 feet to a point for corner; THENCE North 33'’00'23" West, a distance of 51 .42 feet to a point for corner; THENCE North 44'54'13" West, a distance of 156.90 feet to the POINT OF BEGINNING and containing 0.1299 acres or 5,659 square feet of land. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, out the metes and bounds of the easement tract. hereby certines that foregoing description accurately sets /9',-,.d,I -. WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 3A, BLOCK 1 DENTON SHOPPING CENTER ADDITION JOHN MCGOWAN SURVEY ABSTRACT NO. A-797 CITY OF DENTON, DENTON COUNTY. TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com Ma N/A ZEmmil-ae no awECRb 1 MGB I IQ/In020 1 061024039 1 IOF2 \, \ \ LOT 3A, BLOCK 1 DENTON SHOPPING CENTER ADDITION (VOL. C. PG. 130) LEGEND \IS P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PKNF = PK NAIL FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER GRAPHIC SCALE IN FEET \ \ \ \P.0.B PROPOSED TXDOT RIGHT-OF-WAY DEDICATION (PKNF S 50'09'02" E 0.41 ')L5 0.1299 ACRES 5,659 SQ. FT. 1 L 1 a 1 s 5 5 a o o 1 5 o I w 1 2 o p 4 2 1 1FVo©q3 s U SO1'46'45"E [ [L36 a1 B5 S33'OO'23"E s46'3a08"E 1 42.25' s42'15'5avv 1 28.01 s42'15'50'w 1 44.76‘ I L 1 1 1 N 4 6 e 3 oI o g w 1 4 6 s 1 7 1 \\ \ \ \ \ 20' LONE STAR GAS EASEMENT (VOL. 1005, PG. 77 \tcP%\ \ \ \ \/ / \ \ \ \)\\.\i'\\ \(a\'\., "%,_Li{, \q.10 NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 3A. BLOCK 1 DENTON SHOPPING CENTER ADDITION JOHN MCGOWAN SURVEY ABSTRACT NO. A-797 CITY OF DENTON, DENTON COUNTY, TEXAS /“'’ '/''„ /./e/t.mI rc BTLIRG3ttV REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com Wc 1 " = 40' r e bae TO WI CRG I MCB 1 10/10020 1 061024039 1 20F 2 GENSHEIMER. RILEY IO/8/2020 l:33 PM K:\FIW SURVEY\061024039-DENTON IH-35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES WW O.1299AC.DWG LEGAL DESCRIPTION WATER AND WASTEWATER EASEMENT BEING a tract of land situated in the John McGowan Survey, Abstract No. A-797, City of Denton, Denton County, Texas, and being a part of Lot 3C, Block 1, Denton Shopping Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume C, Page 130 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a PK nail found in the southeast line of said Lot 3C; from said point the south corner of said Lot 3C, and being a point in the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way), and being the south corner of said Lot 30, bears South 55'00'5CY' West a distance of 20.42 feet; THENCE departing said southeast line of lot 3C, North 44'54'13" West, a distance of 58.18 feet to a point for corner; THENCE North 2'’09'35" West, a distance of 71.23 feet to a point for corner in the southeast right-of-way line of Loop 288 (a variable width right-of-way); from said point the intersection of the said northeast right-of-way line of Interstate Highway No. 35 and the said southeast right-of-way line of Loop 288 and being the westernmost northwest corner of said Lot 3C bears South 42'03'49" West a distance of 1 1.60 feet; THENCE continuing along the said southeast right-of-way line of Loop 288, North 42'03'49" East, a distance of 19.80 feet to a point at the beginning of a tangent curve to the right having a central angle of O'00'20", a radius of 3739.69 feet, a chord bearing and distance of North 42'03’59" East, 0.36 feet; THENCE in a northeasterly direction, along the said southeast right-of-way line of Loop 288 and with said curve to the right, an arc distance of 0.36 feet to a point for corner; THENCE departing said southeast right-of-way line of Loop 288, South 47'06'41" East, a distance of 8.41 feet to a point for corner; THENCE South 2'09'35" East, a distance of 71.90 feet to a point for corner; THENCE South 44'’54'13'’ East, a distance of 53.85 feet to a point for corner in the said southeast line of Lot 3C; THENCE South 55'’OO'50" West, along the said southeast line of Lot 3C, a distance of 20.31 feet to the POINT OF BEGINNING and containing 2,637 square feet or 0.0605 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, out the metes and bounds of the easement tract. hereby certifies that foregoing description accurately sets ZZ==J;Z/" WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 3C. BLOCK 1 DENTON SHOPPING CENTER ADDITION JOHN MCGOWAN SURVEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3358511 michael.billingsley@kimley-horn.com ABSTRACT NO. A-797 CITY OF DENTON, DENTON COUNTY, TEXAS Me N/A r CRG I MCB I IWIn020 1 061024039 1 IOF2 /, / //// CURVE TABLE \ 0.0605 ACRES e 2,637 SQ. FT,/ / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PKNF = PK NAIL FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 20' LONE STAR GAS EASEMENT (VOL. 1005, PG. 776) \ \ \\ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 3C. BLOCK 1 DENTON SHOPPING CENTER ADDITION JOHN MCGOWAN SURVEY ABSTRACT NO. A-797 CITY OF DENTON, DENTON COUNTY, TEXAS ;/?-' /,/Bl..FlmmmNBirE7 REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com We 1 " = 40' 2W£Lmle LTa Ma CRG I MCB 1 IQ/In020 1 081024039 1 20F2) 1 06 F’I e n“I c I, I I • e o , ' a ,:' it . I. 'n LEGAL DESCRIPTION BEING a tract of land situated in the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas. and being part of Lot 1, Block 1, Denton Carmax Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2019-52 of the Official Public Records of Denton, Texas, and being more particularly described as follows: COMMENCING at the northernmost northwest corner of said Lot 1 ; THENCE South 38'04'28" West, along the northernmost northwest line of said Lot 1, a distance of 79.83 feet to the POINT OF BEGINNING; THENCE departing the said northernmost northwest line of said Lot 1, South 50'16'45" East, a distance of 20.02 feet to a point for corner; THENCE the following nine (9) calls: North 38'03'08" East, a distance of 59.87 feet to a point for corner; South 50'23'42" East. a distance of 512.05 feet to a point for corner; South 13'34'46'' East, a distance of 61.21 feet to a point for corner; South 54'21'41" East, a distance of 488.28 feet to a point for corner; North 75'47'10" East, a distance of 85.11 feet to a point for corner; South 59'12'50" East, a distance of 156.27 feet to a point for corner; North 75'47'10" East, a distance of 353.10 feet to a point for corner; North 39'28'39" East, a distance of 241.32 feet to a point for corner; North 84'16’10" East, a distance of 24.08 feet to a point for corner; THENCE North 39'10'34" East, a distance of 37.93 feet to a point for corner; from said point the northernmost northeast corner of said Lot 1 bears North 45'32’41" West, a distance of 563.70 feet; THENCE the following twelve (12) calls: South 50'23'38" East, a distance of 25.00 feet to a point for corner; South 39'10'34" West, a distance of 48.12 feet to a point for corner; South 84'16'10" West, a distance of 24.15 feet to a point for corner; South 39'28'39" West, a distance of 239.22 feet to a point for corner; South 75'47'10" West, a distance of 371.66 feet to a point for corner; North 59'12'50" West, a distance of 156.27 feet to a point for corner; South 75'47'10" West, a distance of 86.37 feet to a point for corner; North 54'21'41" West, a distance of 509.19 feet to a point for corner; North 13'34'46" West, a distance of 62.18 feet to a point for corner; North 50'23'42" West, a distance of 478.04 feet to a point for corner; South 38'03'08" West, a distance of 59.92 feet to a point for corner; CONTINUED ON SHEET 3 TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1. BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS a Jax FTe a T DIana gMN/A 1 CRC 1 MCB 1 21812021 1 081024039 1 IOF8 LEGAL DESCRIPTION (CONTINUED) THENCE North 50'16'45" West, a distance of 45.04 feet to a point for corner in the said northernmost northwest line of Lot 1 THENCE North 38'(M'28" East, along the said northernmost northwest line of Lot 1; a distance of 25.01 feet to the POINT OF BEGINNING and containing 51,500 square feet or 1.1823 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS hc REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3354511 mIchael.billingsley@kimley-horn.I rMICHAEL CLEO BILUNGSLEY Wc N/A r CRG I MCB 1 2/812021 1 061024038 1 20F9 / / / 16' UTILITY EASEMENT (VOL. 0. PG. 267) \ ~~? P.0.C. 1.1823 ACRES 51,500 SQ. FT =>I()=rZrn amm a)=mq b- / / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1. BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment). North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. 'H'' g/./,, ac REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3354511 michael.billingsley@kimley-horn.com TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS MICHAEL CLEO B 6558 If ESS s 'C'i RFa 1” = 40' r CRG I MCB 1 2/812021 1 061024039 1 30FO GENSHEIMER. RILEY 2/8/2021 2:40 PM K:\FTW SURVEYW61024039-DENTON IH-35E UTILITIES\DWG\061024039-DENTON IH45E UTILrrIES EX WW-TCE 8.DWG 21-1 \ \./\ \ \ \ \ \ \ ;; \1 .,.' ,/ 16' UTILITY EASEMENT (VOL. V, PG. 676) \ \ NORTH PERMEABLE AREA & GREEN SPACE EASEMENT (VOL. V. PG. 676) \ [ \ GRAPHMEXam IOO' CITY OF DENTON EASEMENT (VOL. 1029. PG 480) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 16' WATER EASEMENT (DOC. NO. 2019-52) \ \ \ \ \ \ \ \ \t 1.1823 ACRES 51,500 SQ. FT. LEGEND P.0,B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1. BLOCK 1 DENTON CARMAX ADDITION C/):[m rrlq CFI\b_al (INST. NO. 2019-52)F\ -\I TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS M–Tab;Tm–Hmm1"=40' 1 CRG I MCB 1 2nn021 1 081024039 1 40F8 iI iInb cr)mm cr)Im q3 \ \bb \h'u+-„-+ DRAINAGE AND FLOOD PLAIN EASEMENT (VOL. V. PG. 676)/'\/ GRAPHIC SCALE IN FEET 'q-Un been \\ \ \ 16' ELECTRIC EASEMENT (DOC. NO. 2019-52) /’ 1.1823 ACRES 51,500 SQ. FT LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52)/ 16' WATER EASEMENT (DOC. NO. 2019-52) / /- - t; ;;bIT„hI i/ ++ ++ +LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER ++ / 'P'’ /# a+--‘ / / /+++ TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS mc 2ZELa£MC Lo TO HoWL l"B40' I CRC I MCB 1 2/812021 1 061024039 1 50F9 GENSHEIMER. RILEY 2/8/2021 2:37 PM K:\FTW SURVEY\061024039.DENTON IH.35E UTILITIES\DWG\061024039-DENTON IH35E UTILITIES EX WW-TCE 8.DWG \ \ \ 16' ELECTRIC EASEMENT (DOC. NO. 201 9-52) gIrl\:~ A nb gIlI q _ +-+b _ \ \ \'\\ '\\ \\16' WATER EASEMENT (DOC. NO. 2019-52)+++ / Z / / Z Z \\'\ \ \ \\ \ +-++'’++++ +++ +'+ + \ +++ \\\.\\ \_ _--\--- \ , \:\---Iir-a a ly ++P \ +'P'P el '\b / / /----– \ ++ +-P '#'’ \ LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) 1.1823 ACRES 51,500 SQ. FT. LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C I-,W I CRG I MCB 1 218/2021 1 061024039 1 60F9 m amm a)Im q a) 1.1823 ACRES 51,500 SQ. FT. LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS w mr r e bae a am1"=40' 1 CRG I MCB I m12021 1 081024039 1 70F9 GENSHEIMER. RILEY 2/8/2021 2:37 PM K:\FTW SURVEY\061024039-DENTON IH45E UTILITIES\DWG\061024039-DENTON IH45E UTILITIES ix WW-TCE 8.DWG \ \ \ PROPOSED TXDOT RIGHT-OF-WAY DEDICATION / / \ LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) / / /““’ 16' WATER EASEMENT (DOC. NO. 2019-52) \ \ \ \ \ \/ /79 \ 1.1823 ACRES 51,500 SQ. FT. Im q hq LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. ; PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1. BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS 8 1-=40' 1 CRG I MCB 1 218/2021 1 081024039 1 BOre A L2 L3 S13'34'46"E N84'16'10"E 24.08’L4 37.93' N45'32'41 'W 563.70'L6 L7 25.OO' 48.12'L8 S39'10’34'W I L9 1 s 1:1b:+ o 1 6 1 1 o 1 w 24.15 62.18‘N 1 3'34'46'W 59.92'1::: TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS C 1''=40' 1 CRG I MCB 1 2/812021 1 081024039 1 80F8 LEGAL DESCRIPTION BEING a tract of land situated in the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of Lot 1, Block 1, Denton Carmax Addition, an addition to the City of Denton, Texas according to the plat recorded-ir{ Instrument No. 2019-52 of the Official Public Records of Denton, Texas, and being more particularly described as follows BEGINNING at the northernmost northwest corner of said Lot 1 ; THENCE South 50'23'42" East, along the northeast line of said Lot 1, a distance of 539.24 feet to a point for corner; THENCE departing the said northeast line of said Lot 1, South 13'34'46" East, a distance of 60.42 feet to a point forcorner THENCE the following seven (7) calls: South 54'’21'41'’ East, a distance of 484.63 feet to a point for corner; North 75'’47'10" East, a distance of 71.52 feet to a point for corner; South 59'12'50" East. a distance of 156.27 feet to a point for corner; North 75'’47'1 O" East, a distance of 345.68 feet to a point for corner; North 39'’28'39" East, a distance of 242.13 feet to a point for corner; North 84'13'03" East, a distance of 24.07 feet to a point for corner; THENCE North 39'10'34" East1 a distance of 33.86 feet to a point for corner; from said point the northernmost northeast corner of said Lot 1 bears North 45'27'26" West, a distance of 553.73 feet; THENCE the following eleven (1 1) calls: South 50'’23'38" East, a distance of 10.00 feet to a point for corner; South 39'10'34" West, a distance of 37.93 feet to a point for corner; South 84'16'10" West, a distance of 24.08 feet to a point for corner; South 39'’28’39" West, a distance of 241.32 feet to a point for corner; South 75'47’10" West, a distance of 353.10 feet to a point for corner; North 59'12'50" West, a distance of 156.27 feet to a point for corner; South 75'’47'10" West, a distance of 85.11 feet to a point for corner; North 54'21'41" West, a distance of 488.28 feet to a point for corner; North 13'’34'46" West, a distance of 61.21 feet to a point for corner; North 50'’23'42" West, a distance of 512.05 feet to a point for corner; South 38'’03'08" West, a distance of 59.87 feet to a point for corner; THENCE North 50'16'45" West, a distance of 20.02 feet to a point for corner in the said northwest line of said Lot 1 ; THENCE North 38'04'28" East, along the said northwest line of Lot 1, a distance of 79.83 feet to the POINT OF BEGINNING and containing 31 ,714 square feet or 0.7280 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby cedifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS F REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn. : MiCHAEL CLEO BILLINGSLEY ma N/A Z©ii CRG e MCB da- 2/3n021 Er 081024039 I 1 OF 8 \ \ \\ \\ \\\ /ah NORTH / /GRAmQ SCALE IN FEET 16' UTILITY EASEMENT (VOL. 0, PG. 267) / / / 0.7280 ACRES 31,714 SQ. FT LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1. BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. ,Z/-'” REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com it/\LI MIC A WATER AND WASTEWATER EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS Uc 1- = 40' Mg CRG M= MCB ma 2/3a021 r 061024039 @I 2 OF 8 Gn ' - I ' - .Eu TILITIES EX WW 0.7280 AC DIM \ \ \ \ \ \ \ 16' UTILITY EASEMENT (VOL. V. PG. 676) / /’\PERMEABLE AREA & GREEN SPACE EASEMENT (VOL. V. PG. 676) 0 20 40 GRA€blc SCALE IN FEET 100' CITY OF DENTON EASEMENT (VOL. 1029, PG 480) 0.7280 ACRES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 31,714 SQ. FT. \ \ \ 16’ SEWER EASEMENT (DOC. NO. 2019-52) 16' WATER EASEMENT (DOC. NO. 2019-52) \ \ \ \ \ \ \ \ LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER DENTON CARMAX ADDITION LOT 1. BLOCK 1 (INST. NO. 2019-52) PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS WATER AND WASTEWATER EASEMENT C 1"=40' 1 CRG I MCB 1 2/3a021 1 061024039 1 30F8 GT BE UTILITIES EX WW O.7280AC.DWG DRAINAGE AND FLOOD PLAIN EASEMENT (VOL. V, PG. 676) \\ 0 20 40 GREEn:mT//\ \jI a 1 \ '\ u'n,\'>/ / / / / 16' ELECTRIC EASEMENT (DOC. NO. 2019-52) 0.7280 ACRES 31,714 SQ. FT. LOT 1. BLOCK 1 / DENTON CARMAX ADDITION / / (INST. NO. 2019-52) // / / / / / / / 16' WATER EASEMENT (DOC. NO. 2019-52) / / / / / / / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY. TEXAS C 1"=40' 1 CRG I MCB I VU2021 1 061024039 1 40F8 GENSHEIMER. RILEY 2/3/2021 4:34 PM K:\FTW SURVEY\061024039-DENTON IH-35E UTILITIES\DWG\061024039.DENTON IH-3SE UTILrrIES EX WW 0.7280 AC.DWG \ R\\ \ \ \ 16' ELECTRIC EASEMENT (DOC. NO. 2019-52) \\ LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52)0.7280 ACRES 31,714 SQ. FT. LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS C 1"'=40' 1 CRG I MCB 1 21312021 1 081024039 1 50F8 Ir- Z rn amm a)I rn q al I I 0.7280 ACRES 31,714 SQ. FT.LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS C 1"=40' 1 ORG I MCB 1 280021 1 061024039 1 80F8 \a NORTH PROPOSED TXDOT RIGHT-OF-WAY DEDICATION\ GRAPHIC SCALE IN FEET/ / \ LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) / / /'“''“ /’ /16' WATER EASEMENT (DOC. NO. 2019-52)\ \ \ \ 1I yI I LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS C 1"=40' 1 CRG I MCB 1 280021 1 061024039 1 70F8 LINE TABLE NO BEARING 60.42' 71.52'N75'47’10"E N84'13’03"E 24.07' 33.86'N39'10'34"E IO.OO' S39'10'34'W 37.93' S84'16'10'W 24.08' 241.32'S39'28'39'W 1 L 1 o 1 s 7 5 o 4 7 ; 1 o 1 w 1 3 5 3 B 1 o I U 1 156.27'N59'12'50'W 85.11S75'47'1 O'WL12 488.281N54'21'41'WL13 61.21Nl 3'34'46'WL14 N50'23'42'W 512.05'L15 L17 N50'16'45'W WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS Fc mUnI Ag_HTml @ELmO1"'4a I CRG I MCB 1 2/3/2021 1 061024039 1 80F8 GENSHEIMER. RILEY 2/3/2021 4:35 PM K:\FTW SURVEY\061024039.DEHrON IH35E UTILITIES\DWG\061024039-DENTON IH-35E UTILrrIES EX WW 0.7280 AC.DWG LEGAL DESCRIPTION TRACT 1 - WATER AND WASTEWATER EASEMENT BEING a 0.7280 acre tract of land (TRACT 1) and a 1.1823 acre tract of land (TRACT 2) situated in the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of Lot 1, Block 1, Denton Carmax Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2019-52 of the Official Public Records of Denton, Texas, and being more particularly described as follows: BEGINNING at the northernmost northwest corner of said Lot 1 ; THENCE South 50'23'42" East, along the northeast line of said Lot 1, a distance of 539.24 feet to a point for corner; THENCE departing the said northeast line of said Lot 1, South 13'34'46" East, a distance of 60.42 feet to a point for corner: THENCE the following seven (7) calls: South 54'21’41" East, a distance of 484.63 feet to a point for corner; North 75'47'10" East, a distance of 71.52 feet to a point for corner; South 59'12'5CY' East, a distance of 156.27 feet to a point for corner; North 75'47’10" East, a distance of 345.68 feet to a point for corner; North 39'28'39" East, a distance of 242.13 feet to a point for corner; North 84'13’03" East, a distance of 24.07 feet to a point for corner; North 39'10'34" East, a distance of 33.86 feet to a point for corner; THENCE South 50'23'38'' East, a distance of 10.00 feet to a point for corner; from said point the northernmost northeast corner of said Lot 1 bears North 45'32'41 " West, a distance of 563.70 feet; THENCE the following ten (10) calls: South 39'10'34" West, a distance of 37.93 feet to a point for corner; South 84'16'10" West, a distance of 24.08 feet to a point for corneC South 39'28'39" West, a distance of 241 .32 feet to a point for corner; South 75'47'10'' West, a distance of 353.10 feet to a point for corner; North 59'12'50'’ West, a distance of 156.27 feet to a point for corner; South 75'47'10" West, a distance of 85.11 feet to a point for corner; North 54'21'41 " West, a distance of 488.28 feet to a point for corner; North 13'34'46" West, a distance of 61.21 feet to a point for oornec North 50'23'42" West, a distance of 512.05 feet to a point for corner; South 38'03'08'' West. a distance of 59.87 feet to a point for corner; CONTINUED ON SHEET 2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS B: 1 lazy ?:=: yE !aLl @ TuwLuT©e W T H©o N/A 1 CRG I MCB 1 11/180020 1 061024039 1 1 OF 10 LEGAL DESCRIPTION (CONTINUED) THENCE North 50'16'45" West, a distance of 20.02 feet to a point for corner in the said northwest line of said Lot 1 ; THENCE North 38'04'28" East, along the said northwest line of Lot 1, a distance of 79.83 feet to the POINT OF BEGINNING and containing 31,714 square feet or 0.7280 acres of land. TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING at the northernmost northwest oorner of said Lot 1 ; THENCE South 38'’04'28" West, along the northernmost northwest line of said Lot 1 , a distance of 79.83 feet to the POINT OF BEGINNING; THENCE departing the said northernmost northwest line of said Lot 1, South 50'16'45" East, a distance of 20.02 feet to a point for corner; THENCE the following nine (9) calls: North 38'03'08" East, a distance of 59.87 feet to a point for corner; South 50'23'42" East, a distance of 512.05 feet to a point for corner; South 13'34'46" East, a distance of 61 .21 feet to a point for corner; South 54'21'41" East, a distance of 488.28 feet to a point for corner; North 75'47'10'’ East, a distance of 85.11 feet to a point for corner; South 59'12'50" East, a distance of 156.27 feet to a point for corner; North 75'47'10" East, a distance of 353.10 feet to a point for corner; North 39'28'39'' East, a distance of 241.32 feet to a point for corner; North 84'16'10" East, a distance of 24.08 feet to a point for corner; THENCE North 39'10'34" East, a distance of 37.93 feet to a point for corner; from said point the northernmost northeast corner of said Lot 1 bears North 45'32’41" West, a distance of 563.70 feet; THENCE the following twelve (12) calls: South 50'23'38" East, a distance of 25.00 feet to a point for corner; South 39'10'34'’ West, a distance of 48.12 feet to a point for corner; South 84'16'lCY' West, a distance of 24.15 feet to a point for corner; South 39'28'39" West, a distance of 239.22 feet to a point for corner; South 75'47'10'' West, a distance of 371.66 feet to a point for corner; North 59'12'50" West, a distance of 156.27 feet to a point for corner; South 75'47'10" West, a distance of 86.37 feet to a point for corner; North 54'21'41" West, a distance of 509.19 feet to a point for corner; North 13'34'46'’ West, a distance of 62.18 feet to a point for corner; North 50'23'42" West, a distance of 478.04 feet to a point for corner; South 38'03'08" West, a distance of 59.92 feet to a point for corner; CONTINUED ON SHEET 3 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS a mr ZE-T–%–Fnw® N/A 1 CRG I MCB 1 11/18n020 1 081024039 1 20F IO LEGAL DESCRIPTION (CONTINUED) THENCE North 50'16'45'' West, a distance of 45.04 feet to a point for corner in the said northernmost northwest line of Lot 1 THENCE North 38'’04'28" East, along the said northernmost northwest line of Lot 1; a distance of 25.01 feet to the POINT OF BEGINNING and containing 51,500 square feet or 1 .1823 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS 1 m REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com :MICHAEL CLEO BELLINGSLEY We N/A B&iFTMFLe oCRb 1 MCB 1 11/18n020 1 061024039 1 30FIO / / / /NORTH 0 20 40 GRAm SCALE w FEET / / 16' UTILITY EASEMENT (VOL. 0, PG. 267)P.0.B \(TRACT 1 ) P.0.C P.0.B (TRACT 2) (TRACT 2)TRACT 1 0.7280 ACRES 31,714 SQ. FT. L iO=[ r-Z Fri a rn rn cr)Irrl qal / / LEGEND P.0.B. ; POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1 , BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) TRACT 2' 1.1823 ACRES 51,500 SQ. FT. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith acoompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS mI C. BILLINGS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com 801 Cherry Stre8L UnIt 11 Fort VWxttr, Texas 76102 Md 1 " = 40' Wuub Zna££u MCB M 11/18n020 061024039 l 4 OF 10 '+ hLU:[ CD LLI LU \ \ \ \ \ \ \ 16' UTILITY EASEMENT (VOL. V, PG. 676) / /’\ \r PERMEABLE AREA & GREEN SPACE EASEMENT (VOL. V, PG. 676) 0 40 GRAPHIM'E IN FEETy :1 = 1I r/ IOO' CITY OF DENTON EASEMENT (VOL. 1 029, PG 480) TRACT 1 0.7280 ACRES 31,714 SQ. FT. \ \ \ \ \ \ \ \ \ \ \ \ \ TRACT 2 1.1823 ACRES 51,500 SQ. FT. \ 16' SEWER (DOC. NO. 2019-52) \di)) 16' WATER EASEMENT (DOC. NO. 2019-52) \ \ \ \ \ \ \ \ LEGEND rn am rFI C/)=m FrIq a) P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS C 1"-40' I CRG I MCB 1 11/1 m020 1 061024038 1 60FIO /\\ /\\ \GRAPHIC SCALE IN FEET /'\\ \/\\/\\hun,/\/+ben \'X7 /\ /\ \/ \ \\\\/\\/\/\ /\\ DRAINAGE AND FLOOD PLAIN EASEMENT (VOL. V. PG. 676) / / 161 ELECTRIC EASEMENT (DOC. NO. 2019.52) TRACT I 0.7280 ACRES 31,714 SQ. FT. DENTON CARMAX ADDITION (INST. NO. 2019-52)/ LOT 1. BLOCK 1 16' WATER EASEMENT (DOC. NO. 2019-52) / / TRACT 2 1.1823 ACRES Nrrrpa51,500 SQ. FT. LEGEND / / / +-++-- / ++ ++++++++++P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER /++"'P Peer /0-'+++- WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1. BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C 1"'40' I CRC I MCB 1 11/18n020 1 061024039 1 80FIO 16' ELECTRIC EASEMENT (DOC. NO. 2019-52)TRACT I 0.7280 ACRES 31 ,714 SQ. FT. GRAPHIC SCALE IN FEET 16' WATER EASEMENT (DOC. NO. 2019-52) \/ / /b #P+P'''P" a#P $%.: +++ +'-+ +-- F$k, XX \ J ++ + a 1 r Zma Frim a)IFrim-1 le \+ ++ + LOT 1. BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) TRACT 2 1.1823 ACRES 51,500 SQ. FT. LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS c t No. 1"=4a I CRG I MCB I I1/18n020 1 061024038 1 70FIO GENSHEIMER. RILEY 11/18/2020 10:37 AM K:\FTW SURVEY\061024039-DENTON IH.35E UTILITIES\DWG\061024039-DENTON IH35E UTILITIES EX WW.TCE 8.DWG I \ \ I I I k<a I 20 400 GRAPHIC SCALE IN FEET ][ EO]1t- Zma rnrn C/)Imrn-1 IB ///// £bJ 16' WATER EASEMENT (DOC. NO. 2019-52) \\ >< / /\ // \// Xy TRACT I 0.7280 ACRES 31,714 SQ. FT./++ gt/x R;9 (B ++ ++ +n/ a+'-'/+'+""++++ no-+ ++++ ++++.+++1: / \ \ +++ / +'' a#P/++/ +++ \ / J 345.68',=I>-1C)I r- Zm amm cr)Immq hq /++P L++-+ .y':4: 1.'ii TRACT 2 1.1823 ACRES 51,500 SQ. FT. LOT 1 . BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS c 1"B40' I CRG I MCB 1 11/182020 1 061024039 1 80FIO \ \ \ PROPOSED TXDOT RIGHT-OF-WAY DEDICATION / / N// / \ LOT 1. BLOCK 1 ITON CARMAX ADDITION (INST. NO. 2019-52)/ /““TRACT 1 0.7280 ACRES 31,714 SQ. FT. , 16' WATER EASEMENT (DOC. NO. 2019-52)'11)/ /// /B /i 4 \ IE \ \ Ri:[ r-Z Friarrlrn cr):[m q 00 M TRACT 2 1 .1823 ACRES 51,500 SQ. FT. \ I LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C 1"=40' 1 CRG I MCB 1 lIH8Q020 1 061024039 1 80F IO LINE TABLE LINE TABLE IEHbtO. I BEARTITFIIG I LENGTH 1 NI). I BEARING I LENG-W• L1 I L2 1 N75'47'10"E 1 71.52' 1 I L3 1 N84'13'03"E 1 24.07' 1 IL4 1 N39'10'34''E 1 33.86' 1 L5 L6 L7 L8 L9 LIO L1 1 L1 2 L1 3 L14 I L15 1 N50'23'42'W 1 512,05' 1 I L16 1 S38'03'08'W I I L17 1 N50'16'45'W I I L18 1 N38'04'28'’E 1 t a9 1 L20 BEARING S13'34'46"E N75'47'10"E N84'1 3'03"E N39'10'34"E I S50'2y38"E I N45'32'41'W S39'10'34'W S84'16'10'W S39'28'39'W S75'47'10'W N59'12'50'W S75'47'10'W lIN54'21'41'W 1 488.28' 1 L33 1 lIN13'34'46'W 1 61.21' N50'23'42'W S38'Oy08'W N50'16'45'W N38'04'28''E S50'16'45"E N38'03'08"E LENGTH 60.42' 71 .52' 24.07' 33.86' 10.00‘ 563.70' 37.93' 24.08' 241.32' 353.10' 156.27' 85.11 ' 488.28' 61.21' 512.05' 59.87’ 20.02' 79.83' 20.02' 59.87' NO. L21 L22 L23 L24 L25 I L26 1 N75'47'10"E 1 353'ro' I L27 1 L28 L29 L30 L31 L32 L33 I L34 1 L35 L36 BEARING S50'23'42''E S13'34'46"E S54'21'41 "E N75'47'10"E S59'1 2'50"E N75'47'1 O’'E N39'28'39"E N&4'16'10"E N39'10’34"E S50'23'38"E I S39'10'34'W 1 48.12' I s84'lelo'w I N13'34'46'W S38'03'08'W N50'16'45'W N38'04'28"E LENGTH 512.05' 61.21' 1 488.28' 85.11' 156.27' 353.10' 241 .32' 24.08' 37.93' 25.OO' 48.12' 24.15' 62.18' 59.92' 1 45.04' 1 25.01 ' WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY. TEXAS M mr r me wI BIg}a 1"=40' 1 CRG I MCB 1 11/1&Q020 1 061024039 1 IOOFIO LEGAL DESCRIPTION BEING a tract of land situated in the Gideon Walker SUIvey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of Lot 2, Block A, McNatt Addition, Phase II, an addition to the City of Denton, Texas according to the plat recorded in Volume V, Page 676 of the Plat Reoords of Denton County, Texas. and being more particulaHy descriknd as follows: BEGINNING at a point in the southwest line of said Lot 2; from said point a 1/2-inch iron rod found for the south corner of Lot 1, Block A, James Wood Autopark Addition, Phase II, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 255 of said Plat Records bears North 50'23’42" West, a distance of 870.69 feet; THENCE departing the said southwest line of Lot 2, North 38'54'54" East, a distance of 231.19 feet to a point for corner THENCE North 6'05'01" West, a distance of 19.55 feet to a point for corner; THENCE North 38'55'07" East, a distance of 129.73 feet to a point for corneR THENCE South 50'21'36" East, a distance of 16.00 feet to a point for corneG THENCE South 38'55'07" West, a distance of 122.90 feet to a point for corner; THENCE South 6'05'01" East, a distance of 19.55 feet to a point for corner; THENCE South 38'&+'54" Wesl a distance of 238.02 feet to a point for corner in the said southwest line of Lot 2; from said point the south comer of said Lot 2 bears South 50'23'42" East, a distance of 432.99 feet; THENCE along the said southwest line of Lot 2, North 50'23'42" West, a distance of 16.00 feet to the POINT OF BEGINNING and containing 0.1398 acres or 6,088 square feet of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) A suIvey plat of even suIvey date herewith accompanies this metes and bounds descrIption. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 2, BLOCK A McNATT ADDITION, PHASE II GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C N/A 1 CRe 1 MOB I lln8n020 1 081 M039 1 IOC 3 n•HHHH•Hun••B=Hl•n•l•=lu•lIB MATCH LINE (SEE SHEET 3) GRAPHIC SCALE IN FEET 100’ CITY OF DEvroN EASEMENT (VOL. 1029, PG. 480) LOT 2, BLOCK A McNATT ADDITION, PHASE II (VOL. V, PG. 676)0.1398 ACRES 6,088 SQ. FT \Sag P.0.B (1/2" IRF S 26'13'24" E 0.47) \ \ \ \ \ \ \ \ \ \ IiIt \ \ \ \\\ LINE TABLE 19.55' 129.73 16.OO' L3 I L4 1 S 5 O o 2 1 1 113H611 n E \ \\ \ \ \ \ LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) LEGEND P.0.B. = POINT OF BEGINNING ;iT !%INf: : : F o N D 1 6 1 T:LE :IAa:EIT E : F:; H INST. NO. = 1NSTRUMENT NUMBER NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract.1/",4zh/lo WATER AND WASTEWATER EASEMENT PART OF LOT 2. BLOCK A McNATT ADDITION, PHASE II GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH, TEXAS 761 02 PH. 817-335-651 1 michael.billingsley@kimley-horn.com We 1" = 40' I CRO I MCB I II/Ia2020 1 061024039 1 20F3 GRAPHIC SCALE IN FEfr 30' MLrrUAL ACCESS EASEMENT (VOL V. PG. 676) \ 16' PUBLIC LrrILrrY EASEMENT (VOL. V, PG. 678) \\ \> \ // \ \ LOT 2, BLOCK A McNATT ADDITION, PHASE II (VOL. V. PG. 676) LEGEND 0.1398 ACRES P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 6,088 SQ. FT. MATCH LINE (SEE SHEET 2) ••ll•n==n•Hll•n•Hl•nHll•=Hll•n•l•n=•asIIB =BIg ann nun HlIH WATER AND WASTEWATER EASEMENT PART OF LOT 2. BLOCK A McNATT ADDITION, PHASE II GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS M-T©mle ae no1"-4a I CRC I UCB 1 11/1 M020 1 061024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Gideon Walker SUIvey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of Lot 1, Block A, McNatt Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume V, Page 676 of the Plat Records of Denton, Texas, and being more particularly descriknd as follows BEGINNING at the west corner of said Lot 1; from said point a 1/2-inch iron rod found for the west corner of Lot 4R, Block A, McNatt Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume O, Page 267 of said Plat Records bears North 50'23’42- West, a distance of &17.20 feet; THENCE along the northwest line of said Lot 1, North 39'35'33" East, a distance of 28.45 feet to a point for corner; from said point the north corner of said Lot 1, and being a point in the southwest rightof-way line of Interstate Highway No. 35-E (a variable width right-of-way) bears North 39'35’33" East, a distance of 670.64 feet; THENCE departing the said northwest line of Lot 1, South 50'02'24" East, a distance of 20.26 feet to a point for cornec THENCE South 39'43'15" West, a distance of 28.33 feet to a point for corner in the southwest line of sait Lot 1 ; THENCE North 50'23'42" West, along the said southwest line of Lot 1, a distance of 20.19 feet to the POINT OF BEGINNING and containing 0.0132 acres or 574 square feet of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment). North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK A McNATT ADDITION, PHASE II GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS /““'’' F/''',/,,/,. QF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3356511 michael.billingsley@kimley-horn.com aC N/A a CRe 1 MGB 1 llnM020 1 061024039 1 IOF2 20' UTILITY EASEMENT (VOL. 0, PG. 267) LOT 4R. BLOCK A 0 m 40 Mc NATT ADDITION (VOL. 0, PG. 267) // 30' UTILITY EASEMENT / (VOL 0, PG. 267) GRAPHIC SCALE IN FErr / / (in" IRF S 26'13'24" E 0.47) / /16' UTILITY /(VOL. 0, PG. 267)/ \/'\/\-/\/\V/\\ LOT McNATT AD (VOL. }HASE 6) 11 LINE TABLE \ LOT I. BLOCK A \ NO DELl mai;;iT 20.26' [LW35 [LW34 JAMES WOOD AUTOPARK ADDITION. PHASE III (CAB. R. PG. 308)/ xr \ -0.01 574 32 ACRES SQ. FT, / / LOT 1. BLOCK 1 \ DENTON CARMAX ADDITION (INST. NO. 2019-52) \ LEGEND / / / P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME CAB = CABINET IN ST. NO. = 1NSTRUMENT NUMBER \ \ \ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even suIvey date herewith accompanies this suIvey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. .CH:. UNIT 1 1 SUITE 1300 801 CHERRY STREET, FORT WORTH. TEXAS 76102 PH. 817-335-651 1 //?/70/- LB REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 WATER AND WASTEWATER EASEMENT PART OF LOT 1 , BLOCK A McNATT ADDITION. PHASE II GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS michael.billingsley@kimley-horn.com mcq IH BW CRG mm auC ILb MCB Wa 11/13/2020 Br Led t:2 061024039 M 2 OF 2 LEGAL DESCRIPTION BEING a 0.0105 acre tract of land (TRACT 1) and a 0.0787 acre tract of land (TRACT 2) situated in the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of Lot 2, Block A1 Nationwide Housing Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument Volume U, Page 949 of the Plat Records of Denton County, Texas, and being more particularly described as follows: TRACT 1 : BEGINNING at an aluminum disk stamped "TXDOT" found for a point in the northwest line of said Lot 2; from said point the west corner of said Lot 2, and being a point the northeast right-of-way line of Interstate Highway No. 35-E (a variable width right-of-way), bears South 41'39'51" West, a distance of 26.46 feet; THENCE North 41'39'51 " East, along said northwest line of Lot 2, a distance of 28.09 feet to a point for corner; from said point the north corner of said Lot 2 bears North 41'39'37" East, a distance of 237.09 feet; THENCE departing said northwest line of Lot 2, South 5'05'52'' East, a distance of 44.71 feet to a point for corner; THENCE North 43'53'08" West, a distance of 32.67 feet to the POINT OF BEGINNING and containing 457 square feet or 0.0105 acres of land. TRACT 2: BEGINNING at a point in the southeast line of said Lot 2; from said point the south corner of said Lot 2, and being a point on the northeast right-of-way line of Interstate Highway No. 35-E (a variable width right-of-way), bears South 41'38'06" West, a distance of 17.75 feet; THENCE departing said southeast line, North 50'24'19" West, a distance of 130.18 feet to a point for corner; THENCE North 48'41'13" West, a distance of 5.52 feet to a point for corner; from said point an aluminum disk found in the northwest line of said Lot 2 bears North 46'59'41" West 145.88 feet; THENCE North 84'26'03" East, a distance of 39.26 feet to a point for corner; THENCE South 50'24'19" East, a distance of 109.01 feet to a point in the said southeast line of Lot 2; THENCE South 41'38'06'’ West, along said southeast line of Lot 2, a distance of 28.02 feet to the POINT OF BEGINNING and containing 3,429 square feet or 0.0787 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract.WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 2, BLOCK A NATIONWIDE HOUSING ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS / r '- '7/? r/70'Grammmaa-R REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 /1 michael.billingsley@kimley-horn.com Ml NIA LrLw2_U CRG QleaEg&> MCB ma 9/30020 Dr Legal 061024039 EM 1 OF 2 \ 4020 GRApMI E IN FEET \ \\ h-\'V P.o.g \-\ LOT 2, BLOCK 1 NATION WIDE HOUSING ADDITION (VOL. U, PG. 949)(TRACT 1 )\\ \\ LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER CAB. = CABINET TRACT 2 0.0787 ACRES 3,429 SQ. FTal LINE TABLE I=.-F -:=:=.LENGTH L8 1 N46'59'41'W 1 145.88N43'53'08'W I L6 1 s 4 1 e 3 8 1 o 6 1 w L L9 1 N&4'26'03''E 39.26' LIO I s41'38'06'w (TRACT 2) NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 2, BLOCK A NATIONWIDE HOUSING ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C (' P/,f/40 fInnRmFs–L–ET REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com 6558 S R We 1- = 40' r MCRG I MCB I U3n020 1 061024039 1 20F2 GENSHEIMER. RILEY 9/25/2020 9:12 AM K:\FTW SURVEY\061024039-DENTON ltl.35E UTILITIES\DWG\061024039.DENTON IFl-35E UTILITIES EX WW 2 TR 1.DWG LEGAL DESCRIPTION TRACT 1 - WATER AND WASTEWATER EASEMENT BEING a 0.7280 acre tract of land (TRACT 1) and a 1.1823 acre tract of land (TRACT 2) situated in the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of Lot 1, Block 1, Denton Carmax Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2019-52 of the Official Public Records of Denton, Texas, and being more particularly described as follows: BEGINNING at the northernmost northwest corner of said Lot 1 ; THENCE South 50'’23'42" East, along the northeast line of said Lot 1 , a distance of 539.24 feet to a point for corner; THENCE departing the said northeast line of said Lot 1, South 13'34'46" East, a distance of 60.42 feet to a point for corner THENCE the following seven (7) calls: South 54'’21'41" East, a distance of 484.63 feet to a point for corner; North 75'’47’10'’ East, a distance of 71.52 feet to a point for corner; South 59'’12’50" East, a distance of 156.27 feet to a point for corner; North 75'47’10" East, a distance of 345.68 feet to a point for corner; North 39'’28'39" East, a distance of 242.13 feet to a point for corner; North 84'13'03" East, a distance of 24.07 feet to a point for corner; North 39'10'34" East, a distance of 33.86 feet to a point for corner; THENCE South 50'23'38" East, a distance of 10.00 feet to a point for corner; from said point the northernmost northeast corner of said Lot 1 bears North 45'32'41" West, a distance of 563.70 feet; THENCE the following ten (10) calls: South 39'10'34" West, a distance of 37.93 feet to a point for corner; South 84'16'10" West, a distance of 24.08 feet to a point for corner; South 39'28'39" West, a distance of 241.32 feet to a point for corner; South 75'47'10" West, a distance of 353.10 feet to a point for corner; North 59'12'50'' West, a distance of 156.27 feet to a point for corner; South 75'’47'1(Y' West, a distance of 85.11 feet to a point for corner; North 54'’21'41 " West, a distance of 488.28 feet to a point for corner; North 13'34'46" West, a distance of 61.21 feet to a point for corneR North 50'23'42" West, a distance of 512.05 feet to a point for corner; South 38'03'08'' West, a distance of 59.87 feet to a point for corner; CONTINUED ON SHEET 2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS a N/A 1 CRG I MCB I I1/18n020 1 061024038 1 1 OF IO LEGAL DESCRIPTION (CONTINUED) THENCE North 50'16'45" West, a distance of 20.02 feet to a point for corner in the said northwest line of said Lot 1 ; THENCE North 38'04'28" East, along the said northwest line of Lot 1, a distance of 79.83 feet to the POINT OF BEGINNING and containing 31,714 square feet or 0.7280 acres of land. TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING at the northernmost northwest corner of said Lot 1 ; THENCE South 38'04'28" West, along the northernmost northwest line of said Lot 1, a distance of 79.83 feet to the POINT OF BEGINNING; THENCE departing the said northernmost northwest line of said Lot 1, South 50'16'45" East, a distance of 20.02 feet to a point for corner; THENCE the following nine (9) calls: North 38'03'08" East, a distance of 59.87 feet to a point for corner; South 50'23'42" East, a distance of 512.05 feet to a point for corner; South 13'34'46" East, a distance of 61.21 feet to a point for corner; South 54'21'41" East, a distance of 488.28 feet to a point for corner; North 75'47'10" East, a distance of 85.11 feet to a point for corner; South 59'12'50" East, a distance of 156.27 feet to a point for corner; North 75'47'lCY' East, a distance of 353.10 feet to a point for corner; North 39'28'39" East, a distance of 241.32 feet to a point for corner; North 84'16'lCY' East, a distance of 24.08 feet to a point for corner; THENCE North 39'10'34" East, a distance of 37.93 feet to a point for corner; from said point the northernmost northeast corner of said Lot 1 bears North 45'32'41 " West, a distance of 563.70 feet; THENCE the following twelve (12) calls: South 50'23'38" East, a distance of 25.00 feet to a point for corner; South 39'10'34" West, a distance of 48.12 feet to a point for corner: South 84'16'10" West, a distance of 24.15 feet to a point for corner; South 39'28'39" West, a distance of 239.22 feet to a point for corner; South 75'47'10" West, a distance of 371.66 feet to a point for corner; North 59'12'5CY' West, a distance of 156.27 feet to a point for corner; South 75'47'10'’ West, a distance of 86.37 feet to a point for corner; North 54'21'41" West, a distance of 509.19 feet to a point for corner; North 13'34'46" West, a distance of 62.18 feet to a point for corner; North 50'23'42" West, a distance of 478.04 feet to a point for corner; South 38'03'08" West, a distance of 59.92 feet to a point for corner; CONTINUED ON SHEET 3 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS C NIA 1 CRG I MCB I IIn8n020 1 081024039 1 20FIO LEGAL DESCRIPTION (CONTINUED) THENCE North 50'16'45'' West, a distance of 45.04 feet to a point for corner in the said northernmost northwest line of Lot 1 THENCE North 38'04’28" East, along the said northernmost northwest line of Lot 1; a distance of 25.01 feet to the POINT OF BEGINNING and containing 51,500 square feet or 1.1823 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 . BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS ’ ///1 IIz. 1 m REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335851 1 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILUNGSLEY GZ‘ 6558 FES s'a We N/A r CRb I MCB I Iln8n020 1 081024039 1 30FIO / / / / aN NokTH i 21o 4:o GRAPHIC SCALE IN FEET / / 16' UTILITY EASEMENT (VOL. 0, PG. 267)P.0.B \(TRACT 1 ) P.0.C. (TRACT 2) P.0.B (TRACT 2) TRACT 1 0.7280 ACRES 31 ,714 SQ. FT. ! iO:[r Zm amrn a) / / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 201 9-52) TRACT 2 1.1823 ACRES 51 ,500 SQ. FT. al NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS It/ t rc–MfLl–bTLTrG–a REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1 300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com MICHAEL CLEO BILLINGSLEY We 1 " ' 40' r CRG I MCB I IIh8n020 1 081024039 1 40F 10 GENSHEIMER. RILEY 11/18/2020 10:37 AM K:\FTW SURVEY\061024039.DENTON IFl-35E UTILITIES\DWG\061024039.DENTON IH35E UTILITIES EX WW-TCE 8.DWG qt- LU ILU I CD LU LU So- LUZ:J = O gI \ \./\ \ \ \ \ \ \ ;t .„ .,X 16' UTILITY EASEMEFfr (VOL. V. PG. 676) PERMEABLE AREA & GREEN SPACE EASEMENT (VOL. V, PG. 676) GRAPHIC SCALE IN FErr\ r/ IOO' CITY OF DENTON EASEMENT (VOL. 1 029, PG 480) TRACT I 0.7280 ACRES 34 ,714 SQ. FT. \ \ \ \ \ \ \ \ \ \ \ \ TRACT 2 1.1823 ACRES 51 ,500 SQ. FT. \ 16' SEWER EASEMENT (DOC. NO. 2019-52) \ 16' WATER EASEMENT (DOC. NO. 2019-52) \\ \ \ \ IiO ,I E7\ \ \ \ \ \ \ \ \ LEGEND rn a rrlrn a)IEm FrIq 0) P.0.B. = POINT OF BEGINNING IRF ; IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1. BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS BaTmla1 MF@ TUC aM 1''=40' 1 CRb I MCB 1 11/18n020 1 061024038 1 50FIO ..\FTW suRVE'A061024039-DErW4 il s tEZmM® NORTH /\\/\\ \GRWIfMWE IN FEET/\\ \/\\/\\/\/q\\/\ /\ \/\ \\\\/\\/\/\ /\\ DRAINAGE AND FLOOD PLAIN EASEMENT (VOL. V, PG. 676) / / 16' ELECTRIC EASEMENT (DOC. NO. 201 9-52) TRACT 1 0.7280 ACRES 31,714 SQ. FT. LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52)/ 16' WATER EASEMENT (DOC. NO. 2019-52) / / TRACT 2 1.1823 ACRES 51,500 SQ. FT. / / /+'' ++ ++ +LEGEND //"'P+++ P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER /+-+"'- +-++ /# +++ ++ ++ aP-P He WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS a 1”' 40' I CRC I MCB I I1/18a020 1 061024039 1 60F 10 \ \\ \ \ \ 16' ELECTRIC EASEMENT (DOC. NO. 2019-52) i k = n \ \ \ \ \\\h \ <\n HI \ \ TRACT 1 0.7280 ACRES 31,714 SQ. FT. GRAPHIC SCALE IN FEET cjIr- Zrnarrlrrl a)1mFrI I u 1 \\\\ 16' WATER EASEMENT (DOC. NO. 2019-52) /'-'’+'P L / / +H+ ++ +'+ g&b \ QJ \\++ ++ +'++P= a+P +PP+P="'- $@ r-2mn\ CDmm C/)Im q leLOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) TRACT 2 1.1823 ACRES 51,500 SQ. FT. LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS a 1",4a I CRG I MCB 1 11/18/2020 1 061024039 1 70FIO GENSHEIMER. RILEY 11/18/2020 10:37 AM K:\FTW SURVEY\061024039-DENTON IH.35E UTILITIES\DWG\061024039.DENTON IFl-35E UTILITIES EX WW.TCE 8.DWG \I I \ dE NORTH )a I \ \ \40020 GRAPHIC SCALE IN FEET J 3/ C)1r- / / /Zm amm cr):[m q HS Pq% \ 16' WATER EASEMENT (DOC. NO. 2019-52) / //'\ \ //\ <//\\ (2 TRACT 1 0.7280 ACRES 31,714 SQ. FT. {4/1 U/.P= =HP / '-'+ ///"'’/ / / rBI ++ +-+ / / ++ + ++ /aP'P / / ++ ++. Qq \ Hr-+++++/'# ++++++a++P \u / / / / - ==8aIb4()][ r-Z rn am rn a)=m --1- :i‘ 115:4:?,'ii TRACT 2 1.1823 ACRES 51,500 SQ. FT. LOT 1, BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS @ [ amIn awe be a1"'40' I CRG I MCB 1 11/1@020 1 061024039 1 80FIO \ NORTH \ \ PROPOSED TXDOT RIGHT-OF-WAY DEDICATION / / LOT 1. BLOCK 1 tTON CARMAX ADDITION (INST. NO. 2019-52)/ /TRACT 1 0.7280 ACRES 31,714 SQ. FT. , 16' WATER EASEMENT / (DOC. NO. 201%2) -\ /// / \ \ \ IL \ \ =aOI r-Zm amrn a):m q 00 Ba TRACT 2 1.1823 ACRES 51,500 SQ. FT. \ i LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY. TEXAS a 1"=40' 1 CRG I MCB 1 11/180020 1 081024039 1 90F lo LINE TABLE LINE TABLE NO. L1 I L2 1 L3 i L4 1 N39'10'34"E 1 33.86’ 1 I L5 1 S50'23'38"E I I L6 1 L7 L8 L9 I LIO I S75'47'10'W I I Lr1 1 N59'12'50'W I L12 L13 L1 4 L1 5 L1 6 L1 7 L1 8 L1 9 L20 BEARING S13'34'46"E N75'47'10"E N84'13'03"E N39'1 O'34"E S50'23'38"E N45'32'41'W S39'10'34'W S84'16'10'W S39'28'39'W S75'47'10'W N59'12'50'W S75'47'10'W N54'21'41'W N13'34'46’W N50'23'42'W S38'03'08fW N50'16'45lW N38'04'28"E S50'16'45"E N38'03l08l'E LENGTH 60.42' 71.52’ 24.07' 33.86' IO.OO' 563.70' 37.93' 1 24.08' 1 L28 1 241.32' 353.10' 156.27' 1 85.rl' I L32 1 S84'16'10'W 1 2415' 1 488.28' 61.21' 512.05' 59.87’ 20.02' 79.83' 20.02' 59.87' NO. L21 L22 L23 L24 L25 I L26 1 L27 L28 I L29 1 L30 L31 L32 L33 L34 L35 L36 I BEARING I LENGTH S50'23'42"E S13'34'46"E S54'21’41"E N75'47'10’'E S59'12'50’'E N75'47'1 O"E N39'28'39"E N84'16'10"E N39'10'34"E S50'23'38"E S39'10'34'W S84'16'10'W N13'34'46'W S38'03'08'W I N50'16'45'W I N38'04'28"E LENGTH 512.05' 61.21' 488.28' 1 85.11' 156.27' 353.1 a' 241.32' 24.08' 37.93' 25.OO' 48.12' 24.15' 62.18' 59.92' 45.04' 25.01 ' WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK 1 DENTON CARMAX ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C 1-=40' 1 CRG I MCB 1 11/1 m020 1 081024039 1 IOOFIO LEGAL DESCRIPTION BEING a tract of land situated in the Gideon Walker Survey, Abstract No. 1330. City of Denton, Denton County, Texas, and being part of Lot 1 A, Block A, House Smart Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume X, Page 1 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped "TXDOT" found for corner in the northeast line of said Lot 1 A; from said point the southeast corner of said Lot 1 A, and being on a point in the northwest right of way line of Interstate Highway No. 35-E (a variable width right-of-way), bears South 41'39’51" West, a distance of 26.46 feet; THENCE departing the said southeast line of Lot 1 A, North 43'53'08" West, a distance of 89.45 feet to a point for corner: THENCE North 46'55'20" West, a distance of 345.64 feet to a point for corner; THENCE North 20'01'57'’ East, a distance of 66.96 feet to a point for corner in the north line of said Lot 1 A, and being a point in the south right-of-way line of Pockrus Page Road (a variable width right-of-way); from said point the northwest corner of said Lot 1 A bears North 87'48'37" West, a distance of 92.43 feet; THENCE South 87'’48'37'’ East, along the said south right-of-way line of Pockrus Page Road, a distance of 29.42 feet to a point for corner; THENCE departing said south right-of-way line of Pockrus Page Road, South 20'01'57" West, a distance of 47.53 feet to a point for corner; THENCE South 46'55'20'' East, a distance of 327.86 feet to a point for corner; THENCE South 43'53'08" East, a distance of 88.01 feet to a point for corner in the said southeast line of Lot 1 A; THENCE South 41'39'51" West, along said southeast line of Lot 1 A. a distance of 28.09 feet to the POINT OF BEGINNING and containing 13,658 square feet or 0.3135 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby ceniftes that foregoing description accurately sets out the metes and bounds of the easement tract. Z, m(FB REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3354511 michael.billingsley@kimley-horn.com /'/zr:4 /,, WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 A, BLOCK A HOUSE SMART ADDITION GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS [ MICHAEL CLEO BtLUNGSLEY c ETMn®TMMm1N/A 1 CRG I MCB 1 9Ba020 1 061024039 1 IOF3 F8 2139 DENTdJ4miEIrm a) h LU:[ C/) LU LU SIIZ :1 = OF<E \ I \ LOT 1 A, BLOCK A HOUSE SMART ADDITION (VOL. X, PG. 1)GRAPHIC SCALE IN FEET LINE TABLE \ NO BEARING LENGTH S41'39'51 'W 26.46'L1 N87'48'37'WL2 92.43' L3 S87'48'37"E 29.42' S41'39'51 ’WL4 28.09' ’sa ';N \/ / / aQ xdJ Rb:$3491 .Fek \ \' 'y&l'C? :$1S111%\ LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND 20' UTIUTY EASEMENT ADF = ALUMINUM DISK (VOL. XI PG. 1) STAMPED "TXDOT' FOUND P INST. NO. = 1NSTRUMENT NUMBER PG. = PAGE VOL. = VOLUME .0.B. ADF \ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. /7le WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 A, BLOCK A HOUSE SMART ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS 4 /7 g /I o I WG31-ET REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com Wc- 1" = 40' LrLw:rd CRG WLeJ_a MCB Mt 9/30020 EM 061 024039 Mr 2 OF 3 8 21,OrIf e 17\ ' r –––_J POCKRUS PAGE ROAD (A VARIABLE WIDTH RIGHT_OF_WAy) n=H•H===n•HIB ==nUnIn b OaI L3 /t=-8' DRAINAGE& PUBLIC I UTILITY EASEMENT J (VOL. X, PG. 1) \\ LOT 1 A, BLOCK A HOUSE SMART ADDITION (VOL. X, PG. 1) 0.3135 ACRES 20' UTILITY EASEMENT (VOL. X, PG 1) 13,658 SQ.FT. %\{ \ \\ f:??};a 1LIIIF)a In %,?0\ \\ 1-LU LUI C/) LULU CD LUZ :J1 IE I I LEGEND \ ’*eP.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDor' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER \\ WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 A. BLOCK A HOUSE SMART ADDITION GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS W mr r e o o1-BW I CRG I MCB 1 8/W2020 1 081024039 1 30F3 LEGAL DESCRIPTION BEING a 0.3691 acre tract of land (TRACT 1) and a 0.4386 acre tract of land (TRACT 2) situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, and the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being a part of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 308 of the Plat Records of Denton, Texas, and being more particularly described as follows: TRACT 1 - WATER AND WASTEWATER EASEMENT BEGINNING at a point in the south line of said Lot 1, and being a point in the southeast line of Block 1 1, Wimbleton Village East, Phase IV, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 308 of said Plat Records; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41'' East, a distance of 81.65 feet; THENCE North 50'22'41 " West, along the said south line of Lot 1, a distance of 26.90 feet to a point for corner; THENCE departing the said south line of Lot 1, North 81'34'56" East, a distance of 360.96 feet to a point for corner; from said point a 1/2-inch iron rod found for the south corner of Lot 1, Block A, James Wood Autopark Addition Phase II, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 255 of said Plat Records bears South 88'30'49" East, a distance of 95.36 feet; THENCE South 50'16'45" East, a distance of 460.53 feet to a point for corner in the southeast line of said Lot 1 ; THENCE South 38'04'28" West, along the said southeast line of Lot 1, a distance of 20.01 feet to a point for corner; THENCE departing said southeast line of Lot 1 , North 50'16'45" West, a distance of 452.17 feet to a point for corner; THENCE South 81':PI'56" West, a distance of 334.04 feet to the POINT OF BEGINNING and containing 16,079 square feet or 0.3691 acres of land. TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT BEGINNING at a point in the south line of said Lot 1, and being a point in the southeast line of said Block 11; from said point a 1/2-inch iron rod found for an inner eU corner of said Lot 1 bears South 50'22'41" East, a distance of 48.03 feet; THENCE North 50'22'41 " West, along the said south line of Lot 1, a distance of 33.62 feet to a point for corner; THENCE departing said south line of Lot 1, North 81'34'56" East, a distance of 334.04 feet to a point for corner; from said point a 1/2-inch iron rod found for the south corner of said Lot 1, Block A, James Wood Autopark Addition Phase II, bears North 79'34'40" East, a distance of 102.94 feet; CONTINUED ON SHEET 2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS C yr e La ON/A 1 CRG I MCB 1 8/140020 1 061024039 1 IOF5 LEGAL DESCRIPTION (CONTINUED) THENCE South 50'16'45" East, a distance of 452.17 feet to a point for corner in the southeast line of said Lot 1 ; THENCE South 38'04'28" West, along the said southeast line of Lot 1, a distance of 25.01 feet to a point for corner; THENCE departing said southeast line of Lot 1, North 50'16'45" West, a distance of 441.72 feet to a point for corner; THENCE South 81'34'56'' West, a distance of 300.39 feet to the POINT OF BEGINNING and containing 19,107 square feet or 0.4386 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 . BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS /7 / b/ t-' q/1(/ 7rDmI nBTRGBtR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com /\ BEn LraJD_Ul CRG mI MCB b=n==bju 9/14n020 Mr 061024039 liMe 2 OF 5 REEd OLdlibEl}{]=qimIgJ EanlxBnpIm • – – – I ;ACT 1- 0.3691 ACRES 16,079 SQ. FT. = BO= I 20 40 GRAPHIC SCALE IN FEET N8jO34'56"Ei 360.96' , Aq:m P.0.B (TRACT 1 )\ \R TRACT 2 0.4386 ACRES 19,107 SQ. FT. LINE TABLE P.0.B (TRACT 2) BEARING LENGTH 81.66' 26.90' S50'22'41 "E N50'22'41'W S88'30'49"E(1/2" IRF S 2'07'19'' W 1.19')95.36' 20.01 452.17' 334.04 REMAINDER OF BLOCK 11 WIMBLETON VILLAGE PHASE IV (VOL. B. PG. 308) S38'04'28'W N50'16'45'W S81 '34'56'W / / LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308)/ / / S50'22'41"E 48.03' LEGEND N50'22'41'W 1 33.62' P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER N81'34'56"E 1 334.04 N79'34'40’'E 1 l02,94 S50'16'45"E 452.17' NOTES:/ Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land the metes and bounds of the easement tract. Surveyor, hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS q/2 ;/t"mI B REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com We 1 - = 40' r e LTe aEOCRb I MCB I U14n020 1 081024039 1 30F5 16' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256) 26' SANITARY SEWER EASEMENT (VOL. 464, PG. 188) 16' PUBLIC UTILITY EASEMENT (VOL. R. PG. 308) 20' UTILITY EASEMENT GRAPHIC SCALE IN FEET \(VOL. 1106, PG. 26' SANITARY \ SEWER EASEMENT (VOL. 464, PG. 194) (VOL. 464, PG. 188) \LOT 1. BLOCK A JAMES WOOD AUTOPARK \ \ \ \ \ –––K.– \ _____\\– –X\\\ _–-–- \:–\\ L3 \ ADDITION . PHASE II (VOL. R, PG. 255) --–– ––– 16' UTILITY EASEMENT \ X (VOL. 0, PG. 267) \ , LOT 4R. BLOCK A\ \ \ Mc NATT ADDITION ~ \ \\(VOL. 0, PG. 267) SrI r-2 rFIamrn a)I LIO \.a\ 4„ E 0.47}-:(1/2" IRF S 26'13': TRACT 1 0.3691 16,079 TRACT 2 0.4386 ACRES 19,107 SQ. FT. LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III (VOL. R. PG. 308) I a rrl a)I FrI qal r- bJrrl rnLEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1. BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS w mr r =e - LTIn--FMo 1"=40' 1 CRG I MCB 1 8/14n020 1 061024039 1 40F5 \ LOT 4R. BLOCK A Mc NATT ADDITION (VOL. 0, PG. 267)B hOI r-Zrrl a rnm a)I FrI FrIiA I \\\\ \ / / / / 16' UTILITY EASEMENT (VOL. 0. PG. 267) TRACT 1 0.3691 ACRES 16,079 SQ. FT / / \LOT 1 , BLOCK A McNATT ADDITION. PHASE II (VOL. V. PG. 676)TRACT 2 0.4386 ACRES 19,107 SQ. FT ,/ / \ \ \ \ LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308) LOT 1 , BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) /’ / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS c r e be EnUM1"=4a I CRG I MCB 1 9/14n020 1 061024039 1 60F5 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, and the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being a part of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 308 of the Plat Records of Denton, Texas, and being more particularly described as follows BEGINNING at a point in the south line of said Lot 1, and being a point in the southeast line of said Block 11; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41" East, a distance of 48.03 feet; THENCE North 50'22'41" West, along the said south line of Lot I, a distance of 33.62 feet to a point for corner; THENCE departing said south line of Lot 1, North 81'34'56" East, a distance of 334.04 feet to a point for corner; from said point a 1/2-inch iron rod found for the south corner of said Lot 1 , Block A, James Wood Autopark Addition Phase II, bears North 79'34'4CY' East, a distance of 102.94 feet; THENCE South 50'16'45'’ East, a distance of 452.17 feet to a point for corner in the southeast line of said Lot 1 ; THENCE South 38'04'28" West, along the said southeast line of Lot 1, a distance of 25.01 feet to a point for corner; THENCE departing said southeast line of Lot 1 , North 50'16'45" West, a distance of 441.72 feet to a point for corner; THENCE South 81'34'56" West, a distance of 300.39 feet to the POINT OF BEGINNING and containing 19,107 square feet or 0.4386 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby cedifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS ICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335851 1 michael.billingsley@kimley-horn.I LMICHAEL CLEO BILUNGSLEY M N/A r n W IEnaICRb I UCB 1 2f312021 1 081024089 1 IOF4 '-––––––-–––––––– Iir lj 4020 GRAPHIC SCALE IN FEET HHa,==nn'= + P.0.B.0.4386 ACRES 19,107 SQ. FT.LINE TABLE (1/2" IRF S 2'07'19" W 1.19') BEARING S50'22'41 "E N50'22'41'W LENGTH 48.03 33.62' 334.04' 25.01 REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE IV (VOL. B, PG. 308)/ / N81 '34'56"E S38'04'28'WLOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308)/ / / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER NOTES:/ Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets outthe metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1. BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS ////1 2/8/t 1mI TBmMBtiV REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335851 1 michael.billingsley@kimley-horn.com Ua 1- ' 40' hI CRC r MCB ran 2/312021 t 061024039 I 2 OF 4 1,"'::': ' 'i'T:: ' . ' ' Tnt al 35EUTILITIES EX WW-T(-,E / DWG 16' PUBLIC UTILITY EASEMENT (VOL. 255. PG. 256)SEWER EASEMENT (VOL. 464. PG. 188) 26' SANITARY 0 4020 GRAPHIC SCALE IN FEET '\ / 46' PUBLIC UTILITY EASEMENT (VOL. R. PG. 308) LOT 1. BLOCK A \ JAMES WOOD AUTOPARK 26' SANITARY \ SEWER EASEMENT (VOL. 464, PG. 194) (VOL. 464, PG. 188) \ \HH+ \ W===Uno \ \\\ 16’ UTILITY EASEMENT (VOL. 0. PG. 267) LOT 4R, BLOCK A \ Mc NATT ADDITION \\ (VOL. 0, PG. 267) \\ \\ \\\ \ \\ P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS W Tr Lr e be no a;iII1"=40' 1 CRG I MCB 1 2Bf2021 1 061024039 1 30F4 LOT 4R, BLOCK A Mc NATT ADDITION (VOL. 0, PG. 267) \\\\\\\ \\\ \\\/\ /\0.4386 ACRES \/\19,107 SQ. FT,/\/\\/ /\\\ GRAPHIC SCALE IN FEET 16' UTILITY EASEMENT (VOL. 0, PG. 267) LOT 1 , BLOCK A McNATT ADDITION. PHASE II (VOL. V. PG. 676) LOT 1. BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308) LOT 1 , BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS a 1"'4a I CRC I MCB 1 21312021 1 061024039 1 40F4 GENSHEIMER. RILEY 2/3/2021 4:21 PM K:\FTW SURVEYW61024039.DENTON IH45E UTILITIES\DWG\061024039-DENTON IH35E UTILrrIES EX WW-TCE 7.DWG LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, and the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being a part of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 308 of the Plat Records of Denton, Texas, and being more particularly described as follows BEGINNING at a point in the south line of said Lot 1, and being a point in the southeast line of Block 1 1, Wimbleton Village East, Phase IV, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 308 of said Plat Records; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'’22'41 " East, a distance of 81.65 feet; THENCE North 50'22'41" West, along the said south line of Lot 1 , a distance of 26.90 feet to a point for corner; THENCE departing the said south line of Lot 1, North 81' iM'56" East, a distance of 360.96 feet to a point for corner; from said point a 1/2-inch iron rod found for the south corner of Lot 1, Block A, James Wood Autopark Addition Phase II, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 255 of said Plat Records bears South 88'30'49" East, a distance of 95.36 feet; THENCE South 50'’16'45" East, a distance of 460.53 feet to a point for corner in the southeast line of said Lot 1 ; THENCE South 38'’04'28" West, along the said southeast line of Lot 1, a distance of 20.01 feet to a point for corner; THENCE departing said southeast line of Lot 1, North 50'16'45" West, a distance of 452.17 feet to a point for corner; THENCE South 81'34'56" West, a distance of 334.04 feet to the POINT OF BEGINNING and containing 16,079 square feet or 0.3691 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS Gc REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-3354511 michael.billingsley@kimley-horn.I :MICHAEL CLEO BILLINGSLEY -Uc N/A 6J m CRG I MCB I vu2021 BkgMm1 061024039 1 IOF4 Ba C)=r Zrrlarrl FrI a)=rrlm -1 CA) GRAPHIC SCALE IN FEET 0.3691 ACRES5 M==W==n 16,079 SQ. FT. P.0.B.\ \LINE TABLE I N 1E11pq) + 1 B 1a1\ IF1:b I N 1C911 1 L E 1N1 1E= nHl[LWa< L S88'30l49"E 1 95.36' s38'04'28'w 1 20.01 N50'16'45'W $ 8 1 o 3 4 1 5 6 1 w 1 3 3 4 p o # 1 (1/2" IRF S 2'07'19" W 1.19’) REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE IV (VOL. B, PG. 308)/ / LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308)/LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER / / /NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS //</7„ ?/g/ZImI mmMltR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com On 1” = 40' m–-@CRC I MCB 1 2Ba021 -mIEFM 081024039 1 20F4 16' PUBLIC UTILITY EASEMENT (VOL. 255. PG. 256) 26' SANITARY SEWER EASEMENT (VOL. 464. PG. 188) 16' PUBLIC UTILITY EASEMENT (VOL. R, PG. 308) 20' UTILITY EASEMENT (VOL. 1 106, PG 26' SANITARY \ SEWER EASEMENT (VOL. 464. PG. 194) (VOL. 464. PG. 188) \ LOT 1 BLOCK A JAMES WOOD AUTOPARK ADDITION PHASE II (VOL. R, PG. 255)_ nW OHHHnW•-n UHn=U=•nn \ \ +\WHen\40' UTILITY Una,nW== \–-–7 =HaHn === X===BeMHH,nWnn'n \/'- =HB,HnWH-•nMen,OWnnBWeBB===nMnHHHB Hen- 16' UTILITY EASEMENT \(VOL. 0, PG. 267)\ \LOT 4R, BLOCK A\\\Mc NATT ADDITION\\(VOL. 0, PG. 267)\\\\\ 0.3691 ACRES 16,079 SQ. FT LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R. PG. 308) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. ; VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS c IEnO Ea 1"=40' 1 CRG I MCB 1 2/U2021 1 061024039 1 30F4 LOT 4R, BLOCK A Mc NATT ADDITION (VOL. 0, PG. 267)gaOI r- Z rFIamm cr)1m q CP \ \\\ 16' UTILITY EASEMENT (VOL. 0, PG. 267) / / / 0.3691 ACRES SQ. FT. / 16,079 / \ / f/ \\ \ \ \ / / LOT 1. BLOCK A McNATT ADDITION, PHASE II (VOL. V, PG. 676) \ \ / / \ \ \ LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R. PG. 308) / / LOT 1 , BLOCK 1 DENTON CARMAX ADDITION (INST. NO. 2019-52) / / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND EASEMENT PART OF LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS C 1"=40' 1 CRG I MCB 1 2/312021 1 061024038 1 40F4 GENSHEIMER. RILEY 2/3/2021 4:24 PM K:\FTW SURVEY\061024039-DENTON IH-35E UTILrrIEs\DWG\061024039.DENTON IH-35E UTILITIES EX WW 0.3691 AC.DWG LEGAL DESCRIPTION TRACT 1 - WATER AND WASTEWATER EASEMENT BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being the remainder of Block 11, Wimbleton Village, Phase V, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 309 of the Plat Records of Denton, Texas, and being more particularly described as follows: BEGINNING at a point in the south line of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas, according to the plat recorded in Volume R, Page 308 of the said Plat Records, and being a point in the southeast line of said Block 11; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41" East, a distance of 450.44 feet; THENCE departing the said south line of Lot 1, South 39'36'18" West, along the said southeast line of Block 11, a distance of 20.00 feet to a point for corner; THENCE departing the said southeast line of Black 1 1, North 50'22'41" West, a distance of 462.58 feet to a point for corner THENCE North 88'00'34" West, a distance of 83.97 feet to a point for corner in the west right-of-way line of State School Road (a variable width right-of-way); THENCE North 1'58'09" East, along the said west right-of-way line of State School Road, a distance of 20.00 feet to a point for corner; THENCE continuing along the said west right-of-way line of State School Road, South 88'00'34" East, a distance of 9.96 feet passing the southwest corner of said Lot 1, departing the said west right-of-way line of State School Road and continuing along the said south line of Lot 1, in all a total distance of 90.79 feet; THENCE continuing along the said south line of Lot 1 , South 50'22'41" East, a distance of 469.39 feet to the POINT OF BEGINNING and containing 11,067 feet or 0.2911 acres of land. LEGAL DESCRIPTION TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being the remainder of Block 11, Wimbleton Village, Phase V, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 309 of the Plat Records of Denton, Texas, and being more particularly described as follows: COMMENCING at a point in the south line of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas, according to the plat recorded in Volume R, Page 308 of the said Plat Records, and being a point in the southeast line of said Block 1 1; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41'' East, a distance of 450.44 feet; CONTINUED ON SHEET 2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 1 1 WIMBLETON VILLAGE. PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS a re LTLlN/A 1 CRe 1 MCB 1 9/92020 1 061024039 1 IOF4 LEGAL DESCRIPTION (CONTINUED) THENCE departing the said south line of Lot 1, South 39'36'18" West, along the said southeast line of Block 11, a distance of 20.00 feet to the POINT OF BEGINNING; THENCE South 39'36'18'' west, along the said southeast line of Block 11, a distance of 25.00 feet to a point for corner THENCE departing the said southeast line of Block 11, North 50'22'41" west, a distance of 454.07 feet to a point for corner THENCE North 88'’00’34'' west, a distance of 75.44 feet to a point for corner in the west right-of-way line of State School Road (a variable width right-of-way); THENCE North 1'’58'09" East, along said west right-of-way line of State School Road, a distance of 25.00 feet to a point for corner; THENCE departing the said west right-of-way line of State School Road, South 88'00'34" East, a distance of 83.97 feet to a point for corner; THENCE South 50'22’41'' East, a distance of 462.58 feet to the POINT OF BEGINNING and containing 13,453 square feet or 0.3088 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, out the metes and bounds of the easement tract. hereby certifies that foregoing description accurately sets WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 1 1 WIMBLETON VILLAGE, PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS e Z' gA/z,,hmcfc REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com We N/A r be CRG I MCB I W2020 M-Im 061024039 1 20F4 JAMES WOOD AUTOPARK I I ADDITION, PHASE III (VOL. R, PG. 308) LOT 1 . BLOCK A R hOI r-Zmam rn q)I rn I U Ab\:+ 'TRACT 1 0.2541 ACRES 11,067 SQ. FT.\ 16' DRAINAGE EASEMENT (VOL. 255, PG. 256) I 1Ilr\ I I 1 2'o 4;‘ GRAPHIC SCALE IN FEET1 16' PUBLIC UTILITY 1 1g:::1sIr E M E 1N 1F' (VOL. 255, PG. 256)\I 20' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256) /\ lb k+ TRACT 2 0.3088 ACRES 13,453 SQ. FT. / /\.,,, \',. \,N //p.0.B REMAINDER OF BLOCK 11 WIMBLETON VILLAGE PHASE V (TRACT 1 ) P.0.C.(VOL. B, PG. 309) 16' UTILITY EASEMENT (VOL. B, PG. 309) (TRACT 2) GENERAL LrrILITY & ACCESS EASEMENT (VOL. B, PG. 309) P.0.B (TRACT 2) / // LEGEND / / / / / / / P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER / / / /(1/2" IRF S 2'07'19" W 1.19’)b NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE. PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS g.gEa REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com [ MICHAEL CLEO BILUNGSLEY MI 1- , 4a ZLWMm1 BgaT ma mr aCRG I MCB I ON12020 1 061024039 1 30F4 I 1 16' PUBLIC UTILITY EASEMEVr (VOL. R, PG. 308)LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III NORTH S88'OO’34"E 90.79.\(VOL. R, PG. 308) 10-1 GRAPHImTIE IN FEET a<0nc -100= C) C/) LLIb g C/) bJ TRACT 1 0.2541 ACRES ii tLL0 B'I (9 Fc ][ Ia g LUJon< 0( g( S( 11,067 SQ. FT.\ M 4 1 1 VV u11 f 5 a & I I I \\ \\\20.OO'S39'36'1 8'VVL2 462.58' 25.oaL6S39'36'18'W L7 25.OO'NOI '58'09"E S88'OO'34"EL8 S50'22'41 "EL9 TRACT 2 0.3088 ACRES 13,453 SQ. FT. ga()IE r-Zma rnm a)=m rFI I CDI I I REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE V / (VOL. B, PG. 309)/ / I I I / 20' DRAINAGE EASEMENT (VOL. B, PG. 309) LEGEND P.0.B. = POINT OF BEGINNING IRF ; IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE V MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS c r Emo –M-I–Twwb,1"=4a I CRG I MCB I W2020 1 081024039 1 40F4 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being the remainder of Block 11, Wimbleton Village, Phase V, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 309 of the Plat Records of Denton, Texas, and being more particularly described as follows: COMMENCING at a point in the south line of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas, according to the plat recorded in Volume R, Page 308 of the said Plat Records, and being a point in the southeast line of said Block 1 1; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41" East, a distance of 450.44 feet; THENCE departing the said south line of Lot 1, South 39'36'18" West, along the said southeast line of Block 11, a distance of 20.00 feet to the POINT OF BEGINNING: THENCE South 39'36’18" west, along the said southeast line of Block 11, a distance of 25.00 feet to a point for corner THENCE departing the said southeast line of Block 1 1, North 50'22'41" west, a distance of 454.07 feet to a point for corner THENCE North 88'00'34'’ west, a distance of 75.44 feet to a point for corner in the west right-of-way line of State School Road (a variable width rightof-way); THENCE North 1'58’09" East, along said west right-of-way line of State School Road, a distance of 25.00 feet to a point for corner; THENCE departing the said west right-of-way line of State School Road, South 88'00'34" East, a distance of 83.97 feet to a point for corner; THENCE South 50'22'41" East, a distance of 462.58 feet to the POINT OF BEGINNING and containing 13,453 square feet or 0.3088 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE. PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY. TEXAS ’1 REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com ;MICHAEL CLEO BILUNGSLEY C N/A 1 CRG I MCB I V3f2021 GENSHEIMER. RILEY 2/312021 4:06 PM K\FTW SURVEY\061024039-DENTON IH-35E UTILITIES\DWG\061024039-DENTON IH45E UTILITIES EX WW-TCE 5.DWG IBgrrZrrl arrlrrl a)I rFI y \ 0.3088 \LOT 1 , BLOCK A JAMES WOOD AUTOPAI ADDITION. PHASE IIIACRES') 13,453 SQ. FT.I (VOL. R. PG. 3(8)16' DRAINAGE (VOL. 255. PG. 256) \I 16' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256)I GRAPHIC SCALE IN FEFr \'\I dI \ n rnbl EASEMENT 255, PG. 256) / 20' PUBLIC UTILITY '\/ /\ \/ / "\\.J // REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE V / / //P .0.C.(VOL. B, PG. 309) 16' UTILITY EASEMENT (VOL. B, PG. 309) /P.0.B.GENERAL UTILITY & ACCESS EASEMENT (VOL. B, PG. 309) / / / / / / / / / LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMEFr NUMBER / / / / / / (1/2" IRF S 2'07'19" W 1.19')X NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE V MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILLINGSLEY 6558 S Uc 1 " = 40' imjR®mm1CRG I MCB 1 2M021 Dr kala F1 081024038 1 20F3 16' PUBLIC UTILITY EASEMENT (VOL. R, PG. 308)LOT 1. BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III NORTH (VOL. R, PG. 308) GRAPHI61sME IN FEEd S88'OO'34"E 83.97. a<0 a( ,J00= C) C/) LLIb g C/) g: II10 $ (9 F( IF-n g LU,J CD< Fc g S a)J El:FVHI I I LINE TABLEhwaRnl nno L2 1 s39'36'18'w L3 1 NO1'5#09"E \\ \\\ \\\ \ 0.3088 ACRES Bi1rZrrlarrl rFI a)1 Fri rrlq N)b+I I 13,453 SQ. FT. REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE V (VOL. B.PG. 309)/ /I I I 20' DRAINAGE EASEMENT (VOL. B, PG. 309) / \ LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. ; VOLUME INST. NO. = 1NSTRUMENT NUMBER TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS w mri me n==aFjuREno Mmel-B40' I CRG I MCB 1 VU2021 1 081024030 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being the remainder of Block 11, Wimbleton Village, Phase V, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 309 of the Plat Records of Denton, Texas, and being more particularly described as follows: BEGINNING at a point in the south line of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas, according to the plat recorded in Volume R, Page 308 of the said Plat Records, and being a point in the southeast line of said Block 1 1; from said point a 1/2-inch iron rod found for an inner eU corner of said Lot I bears South 50'22'41" East, a distance of 450.44 feet; THENCE departing the said south line of Lot 1, South 39'36'18" West, along the said southeast line of Block 11, a distance of 20.00 feet to a point for corner; THENCE departing the said southeast line of Block 1 1, North 5Cy22'41" West, a distance of 462.58 feet to a point for corner THENCE North 88'00'34" West, a distance of 83.97 feet to a point for corner in the west right-of-way line of State School Road (a variable width rightof-way); THENCE North 1'’58'09" East, along the said west right-of-way line of State School Road, a distance of 20.00 feet to a point for corneC THENCE continuing along the said west right-of-way line of State School Road, South 88'00’34" East, a distance of 9.96 feet passing the southwest corner of said Lot 1, departing the said west right-of-way line of State School Road and continuing along the said south line of Lot 1, in all a total distance of 90.79 feet; THENCE continuing along the said south line of Lot 1, South 50'22'41" East, a distance of 469.39 feet to the POINT OF BEGINNING and containing 11,067 feet or 0.2541 acres of land. NOTES: Bearing system based on the Texas Coordinate'System of 1983 (2011 adjustment). North Central Zone (4201). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF BLOCK 1 1 W}MBLETON VILLAGE, PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS 7/9 / 21mI c REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com / Y- 7/. Bc- N/A dwlu–TQ©B£uTMCRG I MC8 1 2/30021 r 061024039 1 IOF3 LOT 1. BLOCK A 1 JAMES WOOD AUTOPARK I\ -0.2541 ACRES) ADDITION. PHASE III . (VOL. R, PG. 308)I 'K\\\\ Ba g r-a BI 51 0 20 40 GRAPHIC SCALE IN FEFr 11,067 SQ. FT,16' DRAINAGE EASEMENT 1 (VOL. 255, PG. 256) I I I 16' PUBLIC UTILITY EASEMENT (VOL. 255. PG. 256)I \ / / K;*(V1(1•H) L 20rpUBUC UTIUTY EASEMENT 255, PG. 256) "S / &b / \\ :\ '/_\/\/’'>\\v / REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE (VOL. B, PG. 309) / / 16' UTILITY EASEMENT (VOL. B, PG. 309)P.0.B.GENERAL UTILITY & ACCESS EASEMENT (VOL. B, PG. 309)/ LEGEND / / / P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. ; VOLUME INST. NO. = 1NSTRUMENT NUMBER / / / / //(1/2" IRF S 2'07'1 9" W 1.19')X NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF BLOCK 1 1 WIMBLETON VILLAGE, PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com E MICHAEL CLEO BILUNGSLEY I BOI Chow Fort Worth.76102 Unit 1 1, FWc 1- = 40' mETa=j&aT©o CRG I MCB 1 2/312021 1 081024038 1 20F3 I a\ NORTH1 16' PUBLIC UTILITY EASEMENT (VOL. R. PG. 308)LOT 1, BLOCK A JAMES WOOD AUTOPARK – \ ADDITION. PHASE III \\ (VOL' R' PG' 308)\\\\\\\\\\ S88'OO'34''E 90.79' GRAVmE£IN FEEjcol-J I I a<0U,J001O C/) LU F- g C/) Mmow'EiIEa #0 iI O Fc ?!a g LUI an <a gg LINE TABLE \ \\\I I NOI '58'09"E 0.2541 ACRES 11,067 SQ. FT. BaO1r-amarnrrl (f)=m q hi / WIMBLETON VILLAGE PHASE V (VOL. B, PG. 309) REMAINDER OF BLOCK 11 I I I // r I 20' DRAINAGE EASEMENT (VOL. B, PG. 309) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER EASEMENT PART OF BLOCK 1 1 WIMBLETON VILLAGE, PHASE V MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS He HuW mee Lan BMe1--40' I CRG I MCB 1 2/U2021 1 081024039 1 30F3 LEGAL DESCRIPTION BEING a 0.1652 tract of land (TRACT 1) and a 0.2269 acre tract of land (TRACT 2) situated in the Memphis, El Paso and PacIfic Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being the remainder of Block 11, Wimbleton Village East, Phase IV, an addition to the City of Denton, Texas according to the plat recorded in Volume 8, Page 308 of the Plat Records of Denton, Texas, and being more particularly described as follows TRACT 1 - WATER AND WASTEWATER EASEMENT BEGINNING at a point in the south line of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Dentori, Texas, according to the plat recorded in Volume R, Page 308 of said Plat Records, and being a point in the northwest line of said Block 1 1 ; THENCE departing the said northwest line of Block 11, South 50'22'41" East, along the said south line of Lot 1, a distance of 368.78–feet to a point for corner; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41" East, a distance of 81.66 feet; THENCE departing said south line of Lot 1, South 81'34’56" West, a distance of 26.89 feet to a point for corner; THENCE North 50'22'41 " West, a distance of 350.79 feet to a point for corner in the said northwest line of Block 1 1 ; THENCE North 39'’36'18'' East, along the said northwest line of Block 11, a distance of 20.00 feet to the POINT OF BEGINNING and containing 7.195 square feet or 0.1652 acres of land. TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING at a point in the south line of said Lot 1, and being a point in the southeast line of said Block 11 ; THENCE departing the said south line of Lot 1, South 39'36'18" West, along the said northwest line of Block 1 1, a distance of 20.00 feet to the POINT OF BEGINNING; THENCE departing the said northwest line of Block 1 1, South 50'22'41" East, a distance of 350.79 feet to a point for corner THENCE North 81'34'56" East, a distance of 26.89 feet to a point for corner in the said south line of Lot 1 ; THENCE South 50'22'41 " East, along the said south line of Lot 1, a distance of 33.62 feet to a point for corner; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41 " East, a distance of 48.03 feet THENCE departing said south line of Lot 1, South 81'34’56" West, a distance of 60.52 feet to a point for corner; THENCE North 50'22'41'' West, a distance of 361.93 feet to a point for corner in the said northwest line of Block 1 1 ; THENCE North 39'36'18" East, along the said north line of Block 1 1, a distance of 25.00 feet to the POINT OF BEGINNING and containing 10,003 square feet or 0.2296 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The unde rsigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately setsout the rnetes and bounds of the easement tract.WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS '//' ,/,'/,. fI REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335851 1 michael.billingsley@kimley-horn.com ICHAEL CLEO BILLINGSLEY g: 1afAy i:=! !! tt :: he QrLw3_U CRG 1 x MCB m 9/1 ln020 boB}a 061024039 Ms 1 OF 3 / \ ’\v / / 20' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256) /' vl/ 16' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256) PrO. Bc/’ 4TRAC},g)/ -/ 16' DRAINAGE EASEMENT (VOL. 255. PG. 256) P.0.B GRAPHIC SCALE IN FEET (TRACT 1 ) P.0.C LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308)(TRACT 2) / ’ \ /’// / / //e GENERAL UTILITY ' AND ACCESS EASEMENT (VOL. B. PG. 308) 'TRACT 1 0.1652 ACRES 7,195 SQ. FT. REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE IV (VOL. B. PG. 308) 26' SANITARY SEWER EASEMENT (VOL. 464, PG. 194) (VOL, 464, PG. 188) LEGEND TRACT 2 0.2296 ACRES IO,003 SQ. FT.P.0.B. = Pollfr OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER NOTES: a MATCH LINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land the metes and bounds of the easement tract. Surveyor, hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE. PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS arcFliklrBmMBtEV REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 81 7-335-651 1 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILUNGSLEY 6558 If ES s ' iI -bc 1” = 40' r me @ Tr mMeCRC 1 MCB I O/tIn020 1 061024039 1 20F3 TRACT 1 0.1652 ACRES 7,195 SQ. FT.=HHHnWHn UnHHHnn+nHn+=•=HH„nWnl=nnO=nWnHHnWnH'n 40' UTILITY EASEMENT (VOL. 1 143, PG. 125) TRACT 2 0.2296 ACRES 10,003 SQ. FT. (1/2" IRF S 2'07'1 9" W 1.19') LINE TABLE / BEARING S50'22l41 "E N81'34'56"E S50'22'41"E N39'36'1 8''E N50'22’41'W 881 '34'56'W S50'22'41 "E S50'22'41''E 881 '34'56'W N39'36l18t'E LENGTH 81.66' 26.89' 350.79' 20.OO' 350.79' 26.89' 33.62' 48.03' / LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III / / / (VOL. R. PG. 308) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE IV MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS nc mwr e Le a 1’'=4a I JBH I MCB 1 8/25/2020 1 061024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 9501 City of Denton, Denton County, Texas, and being the remainder of Block 11, Wmbleton Villag6 East, Phase IV, ah addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 308 df the Plat Records of Denton, Texas, and being more particularly described as follows: COMMENCING at a point in the south line of said Lot 1, and being a point in the southeast line of said Block 11 ; THENCE departing the said south line of Lot 1, South 39'36'18" West, along the said northwest line of Block 11, a distance of 20.00 feet to the POINT OF BEGINNING; THENCE departing the said northwest line of Block 1 1, South 50'22'41" East, a distance of 350.79 feet to a point forcorner THENCE North 81'34'56" East, a distance of 26.89 feet to a point for corner in the said south line of Lot 1 ; THENCE South 50'22'41'’ East, along the said south line of Lot 1, a distance of 33,62 feet to a point for corner; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'’22'41" East, a distance of 48.03 feet; THENCE departing said south line of Lot 1 , South 81'34’56'’ West, a distance of 60.52 feet to a point for corner; THENCE North 50'22'41" West, a distance of 361 .93 feet to a point for corner in the said northwest Une of Block 11 ; THENCE North 39'36'18" East, along the said north line of Block 1 1. a distance of 25.00 feet to the POINT OF BEGINNING and containing 10,003 square feet or 0.2296 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately setsout the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS I REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 ; MICHAEL CLEO BILUNGSLEY michael.billingsley@kimley-horn.com MrE1 N/A QLVLrLU3.ma 2Bn021CRG mlb, I 061024039 Ms 1 OF 3 / 20' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256) 16' DRAINAGE EASEMENT (VOL. 255. PG. 256)/' vl/ 16' PUBLIC UTILITY EASEMENT (VOL. 255. PG. 256) GRAPHIC SCALE W FEET \'V • .S/t-1)B > / P.0.C.LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION. PHASE III (VOL. R, PG. 308) / ' \ //,/\ \ / / /GENERAL UTILITY AND ACCESS EASEMENT (VOL. B. PG. 308) \ REMAINDER OF BLOCK 1 WIMBLETON VILLAGE PHASI (VOL. B. PG. 308) 26' SANITARY \ LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 0.2296 ACRES 10,003 SQ. FT. NOTES: l MAT 3H LINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS g/6/z/ MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUiTE 1 300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com LMICHAEL CLEO B a 1-=4a I CRG I MCB 1 2/30021 6EbiSMiMER. RILEY 2D/2021 4:15 PM K:\Frw SURVEY\061024039-DENTON IH35E UTILrrIEs\DWG\061024039.DENTON IH45E UTILITIES EX WW-TCE 6.DWG MATCH UNE (SEE SHEET 2)••ll•k=Hl•q F• 0 20 40 GRAPHIC SCALE IN FEET 40' UTILITY EASEMENT (VOL. 1 143, PG. 125) 0.2296 ACRES 10,003 SQ. FT. (1/2" IRF S 2'07'19" W 1.1 9') LINE TABLE / /hn©MEH6nE I = 1 =, IiI:-, El ::::=, I /LOT 1, BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III / / (VOL. R, PG. 308) / / / TEMPORARY CONSTRUCTION EASEMENT PART OF BLOCK 11 WIMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXASLEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER C 1".4a I J8H I MCB 1 v3n021 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being the remainder of Block 11. Wimbleton Village East, Phase IV, an addition to the City of Denton, Texas according to the plat recorded in Volume B, Page 308 of the Plat Records of Denton, Texas, and being more particularly described as follows: BEGINNING at a point in the south line of Lot 1, Block A, James Wood Autopark Addition, Phase III, an addition to the City of Denton, Texas, according to the plat recorded in Volume R, Page 308 of said Plat Records, and being a point in the northwest line of said Block 1 1 : THENCE departing the said northwest line of Block 11, South 50'22'41" East, along the said south line of Lot 1, a distance of 368.7&feet to a point for corner; from said point a 1/2-inch iron rod found for an inner eII corner of said Lot 1 bears South 50'22'41" East, a distance of 81.66 feet; THENCE departing said south line of Lot 1, South 81'34'56" West, a distance of 26.89 feet to a point for oorner; THENCE North 50'22'41" West, a distance of 350.79 feet to a point for corner in the said northwest line of Block 1 1 ; THENCE North 39'36'18" East, along the said northwest line of Block 11, a distance of 20.00 feet to the POINT OF BEGINNING and containing 7,195 square feet or 0.1652 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately setsout the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF BLOCK 1 1 WIMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS // 7/'' 7/8/,1 MICHAEL c. BILLINGashY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com We N/A r a CRC 1 MGB I DM021 Dr Leg_BE Talt@ 081024039 1 IOF3 GENSHEIMER. RILEY 2/3n021 4:17 PM K:\FTW SURVEY\061024039-DENTON IH.35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX WW 0.1652 AC.DWG / 20' PUBLIC UTILITY EASEMENT (VOL. 255. PG. 256) 16' DRAINAGE EASEMENT (VOL. 255. PG. 256)/' VI/ 16' PUBLIC UTILITY EASEMENT (VOL. 255, PG. 256) 40 GRABFmTFrE IN FEET P.0.B.LOT 1. BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308)/ / / / / / / / / / / /GENERAL UTILITY AND ACCESS EASEMENT (VOL. B. PG. 308) '0.1652 ACRES 7,195 SQ. FT. REMAINDER OF BLOCK 1 1 WIMBLETON VILLAGE PHASE IV (VOL. B, PG. 308) 26' SANITARY SEWER EASEMENT (VOL. 464. PG. 194) (VOL. 464, PG. 188) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WH== nn••= ••ll•=n••ll• MATCH LINE (SEE SHEET 3)NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this suIvey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF BLOCK 1 1 WIMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS MICHAELB REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3354511 rnichael.billingsley@kimley-horn.com [ MICHAEL CLEO BILUNGSLEY We 1- , 40' r CRG I MCB 1 2Bn021 1 061024039 1 20F3 MATCH LINE (SEE SHEET 2) 0.1652 ACRES 7,195 SQ. FT,UHnHnW••HbMn== =HHHlnWnnn•annnW=BUHnHnWH=•nMen,in GRAPHIC SCALE IN FEET 40' UTILITY EASEMENT (VOL. 1 143. PG. 125) \ \ LINE TABLE I N 1E11HH) B 1 B 1DE\ R 1 N G 1 L E N 1(=1p n1 81.66' 26.89' 1 L 3 1 N 3 9 B 3 6 1 1 8 1 1 E 1 2 o F o a 1 (1/2" IRF S 2'0719" W 1,19') / LOT 1 , BLOCK A JAMES WOOD AUTOPARK ADDITION, PHASE III (VOL. R, PG. 308)/ LEGEND /P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER / WATER AND WASTEWATER EASEMENT PART OF BLOCK 1 1 WtMBLETON VILLAGE, PHASE IV MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS c 1"=40' 1 JBH I MCB 1 2Bn021 1 061024039 1 30F3 GtrISh[EIMER.RILEY 2/3/2021 4:18 PM K:\FTW SURVEY\061024039-DENTON IH.35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX ww o.1652 AC.DWG LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950 and the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of a called 16.737 acre tract of land described in Special Warranty Deed to Mayhill Denton, L.P. recorded in Instrument No. 2044-122693 of the Official Public Records of Denton County, Texas, and being more particularly described as follows BEGINNING at a point in the southeast line of Lot 7, Mayhill-Denton Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2009-144 of said Official Public Records; from said point the south corner of said Lot 7 bears South 40'02'01" West, a distance of 50.64 feet; THENCE North 40'02'01" East, along the said southeast line of Lot 7, a distance of 35.97 feet to a point for corner; THENCE departing the said southeast line of Lot 7, South 3'59'20" East, a distance of 57.71 feet to a point for corner THENCE the following six (6) calls: South 50'07'23" East, a distance of 1 16.56 feet to a point for cornec South 39'30'37" West, a distance of 123.33 feet to a point for corner; North 51'19'19" West, a distance of 25.00 feet to a point for corneR North 39'30'37" East, a distance of 98.85 feet to a point for corner; North 50'07'23" West, a distance of 102.36 feet to a point for corner; North 3'59'2CY' West, a distance of 42.49 feet to the POINT OF BEGINNING and containing 6,766 square feet or 0.1553 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY. TEXAS r • 1 112%11r/dI111Z/ / MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com [ MICHAEL CLEO BILUNGSLEY] bd N/A r JBH I MCB I VN2021 1 0610240® 1 IOF2 GENSHEIMER. RILEY 2/3/2021 3:59 PM K:\FTW SURVEY\061024039.DENTON IFl-35E UTILITIES\DWG\061024039.DENTON IFl-35E LrrILITIES EX WW-TCE 4.DWG LOT 7 MAYHILL-DENTON ADDITION (INST. NO. 2009-144) N:7113488.36 E:2401271.38 / GRAPHIC SCALE IN FEETP.0.B DRAINAGE EASEMENT / _/ (INST. NO. 2006-157373) J + // // // // // / 0.1553 ACRES’ S40'02'OI'W' 50.64' LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. ; 1NSTRUMENT NUMBER \ 6,766 SQ. FT/////// REMAINDER OF CALLED 16.737 ACRES MAYHILL DENTON, L.P (INST. NO. 2004-122693) CALLED 0.80 ACRES ECKERI REAL ESTATE, LLC (INST. NO. 2010-18963) LINE TABLE BEARING I LENGTH N40'02'Of'E 1 35.97' S03'59'20"E S50'07’23"E S39'30'37'W Re:w=n [LWE [LW73 [Ln94 // / L6.// ////////// //d H/ NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CIPr OF DENTON, DENTON COUNTY, TEXAS MICHAEL C. BILUNGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com muw£ATaw1 FLo1”BW I JBH I MCB 1 213/2021 1 081024039 EZBMggl11) a,BEgIn]1 T lamE:igzluTlc LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950 and the Gideon Walker Survey, Abstract No. 1330, City of Denton, Denton County, Texas, and being part of a called 16.737 acre tract of land described in Special Warranty Deed to Mayhill Denton, L.P. recorded in Instrument No. 2044-122693 of the OfFicial Public Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the in north right-of-way line of Pockrus Page Road (a variable width right-of-way); from said point the southwest corner of Lot 1, Block A, Pockrus Page Substation Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2014-239 of said Official Public Records bears North 5'19’53" East, a distance of 6.57 feet; THENCE North 85'48'03" West, along the said north right-of-way line of Pockrus Page Road, a distance of 40.01 feet to a point for corner; THENCE continuing along the said north right-of-way line of Pockrus Page Road, North 85'47'39" West, a distance of 95.96 feet to a point at the intersection of the said north right-of-way line of Pockrus Page Road and the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way); THENCE North 50'24’19" West, along the said northeast right-of-way line of Interstate Highway No. 35, a distance of 80.00 feet to a point for corner; THENCE continuing along the said northeast right-of-way line of Interstate Highway No. 35, North 51'19'19" West, a distance of 229.97 feet to a point for corner in the west line of said 16.737 acre tract; THENCE departing the said northeast right-of-way line of Interstate Highway No. 35, North 39'30'37" East, along the said west line of 16.737 acre tract, a distance of 99.27 feet to a point for corner; THENCE continuing along the said west line of 16.737 acre tract, North 50'07'18" West, a distance of 91.01 feet to a point for corner; THENCE departing the said west line of 16.737 acre tract, North 3'59'20" West, a distance of 30.31 feet to a point for corner in southeast line of Lot 7, Mayhill-Denton Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2009-144 of said OfFicial Public Records; THENCE North 40'02'01" East, along the said southeast line of Lot 7, a distance of 28.78 feet to a point for corner; THENCE departing the said southeast line of Lot 7, South 3'59'20" East, a distance of 42.49 feet to a point for corner; CONTINUED ON SHEET 2 WATER AND WASTEWATER AND ELECTRIC EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS C N/A 1 JBH I MCB 1 2Bn021 1 061024039 1 1 aFS LEGAL DESCRIPTION (CONTINUED) THENCE the following five (5) calls: South 50'07'23" East, a distance of 102.36 feet to a point for corner; South 39'30'37" West, a distance of 98.85 feet to a point for corner; South 51'19'19" East, a distance of 25.00 feet to a point for corner; South 51'19’19" East, a distance of 184.83 feet to a point for corner; South 50'24'19" East, a distance of 59.96 feet to a point for corner; South 85'47'39" East, a distance of 141.39 feet to a point for corner in the west line of said Lot 1 ; THENCE South 5'19'53" West, along the said west line of Lot 1, a distance of 28.01 feet to the POINT OF BEGINNING and containing 14,327 square feet or 0.3289 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND ELECTRIC EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS g /g /L/ ICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3354511 michael.billingsley@kimley-horn.cl EMICHAEL CLEO BILUNGSLEY 6558 Ua N/A EMmme w I E rjJ8H I MCB 1 2Bn021 1 061024039 1 20F5 I I I I I I '+}- LU LUI U) LU LLIa) LUZ :J I O kE 50'CITGO OIL/GAS PIPELINE EASEMENT (VOL. 341, PG. 198) (VOL. 433, PG. 319) (VOL. 1464. PG. 203) (VOL. 151 1. PG. 340) / / / 7 / /? /1 0 20 40 GRAPHiC SCALE IN FErr / / UTILITY EASEMENT (INST. NO. 2014-1 16223) --n_ LOT 1 , BLOCK A POCKRUS PAGE SUBSTATION ADDITION (INST. NO. 2014-239) LEGEND I 14,327 SQ. FT,N:7113096.4723 E:2401638.4203 P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. ; 1NSTRUMENT NUMBER POCKRUS PAGE ROAD (A VARIABLE WIDTH RIGHT_OF_WAY) P.0.B. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out ,/P.WATER AND WASTEWATER AND 7/g /Q I ELECTRIC EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com LMICHAEL CLEO BILUNGgLEY: 6558 Mr 1- = 40' HUILUneJ8H I MCB I zv2021 r 061024039 1 30F5 GENSHEIMER. RILEY 2/3/2021 4:03 PM K:\Frw SURVEY\061024039.DENTON IH-35E UTILrrIES\DWG\061024039-DENTON IH-35E UTiLrTiES EX wwo.3289 AC.DVVb MATCH LINE (SEE SHEET 5)HHll•n•ll•n•l• nu •=• =in //’ ••l•RniB GRAPHIC SCALE IN FEET I I I LU:[ CD LU LU CD LUZ :1 :[ O LtE +nhla) h binUP LINE TABLE LINE TABLE IT'I~::::'.~;:„':=== 1~,:'1=:,=:=:.':::= N M4©To 1®o®3nnt @1 19 ms I [LWo [S50'24'19"E A R91.01 s a[Ln8 H2 I I I I I I I I WATER AND WASTEWATER AND ELECTRIC EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED ’TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER C 1",40' I JBH I MCB 1 2Bn021 1 061024039 1 40F5ho MTb LOT 7 MAYHILL-DENTON ADDITION (INST. NO. 2009-144)/’ / GRAPHIC SCALE IN FEET \ \ N:7413488.36 E:2401271.38 DRAINAGE EASEMENT (INST. NO. 2006 1 57373) / / / / //////// REMAINDER OF CALLED 16.737 ACRES MAYHILL DENTON. L.P (INST. NO. 2004-122693) / / / / / / /’/ / // / // /// /t\ CALLED 0.80 ACRES ECKERI REAL ESTATE, LLC (INST. NO. 2010-18963) \ \ \ \ \\\ \\ \ / \ \ •ll•=l•n=•••lIB MATCH LINE (SEE SHEET 4) n••H=lIH••ll•=lIHn•= == n• WATER AND WASTEWATER AND ELECTRIC EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER Uc 1" = 40' arLwlu) . JBH I I MCB mt 2Bn021 r 061024039 1 5 OF 5 LEGAL DESCRIPTION TRACT 1 - WATER AND WASTEWATER EASEMENT BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950 and the Gideon Walker Survey, Abstract No. 1330. City of Denton, Denton County, Texas, and being part of a called 16.737 acre tract of land described in Special Warranty Deed to Mayhill Denton, L.P. recorded in Instrument No. 2044-122693 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the in north right-of-way line of Pockrus Page Road (a variable width right-of-way); from said point the southwest corner of Lot 1, Block A, Pockrus Page Substation Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2014-239 of said Official Public Records bears North 5'19'53" East, a distance of 6.57 feet; THENCE North 85'48'03" West, along the said north right-of-way line of Pockrus Page Road, a distance of 40.01 feet to a point for corner; THENCE continuing along the said north right-of-way line of Pockrus Page Road, North 85'47'39'' West, a distance of 95.96 feet to a point at the intersection of the said north right-of-way line of Pockrus Page Road and the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way); THENCE North 50'24'19" West, along the said northeast right-of-way line of Interstate Highway No. 35, a distance of 80.00 feet to a point for corner; THENCE continuing along the said northeast right-of-way line of Interstate Highway No. 35, North 51'19'19" West, a distance of 229.97 feet to a point for corner in the west line of said 16.737 acre tract; THENCE departing the said northeast right-of-way line of Interstate Highway No. 35, North 39'30'37" East, along the said west line of 16.737 acre tract, a distance of 99.27 feet to a point for corner; THENCE continuing along the said west line of 16.737 acre tract, North 50'07'18" West, a distance of 91.01 feet to a point for corner; THENCE departing the said west line of 16.737 acre tract, North 3'59’20" West, a distance of 30.31 feet to a point for corner in southeast line of Lot 7, Mayhill-Denton Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2009-144 of said Official Public Records; THENCE North 40'02'01" East, along the said southeast line of Lot 7, a distance of 28.78 feet to a point for corner; THENCE departing the said southeast line of Lot 7, South 3'59’20'’ East, a distance of 42.49 feet to a point for corner; THENCE the following five (5) calls: South 50'07'23" East, a distance of 102.36 feet to a point for corner; South 39'30'37" West, a distance of 98.85 feet to a point for corner; South 51'19'19" East, a distance of 25.00 feet to a point for corner; South 51'19'19" East, a distance of 184.83 feet to a point for corner; South 50'24'19" East, a distance of 59.96 feet to a point for corner; South 85'47'39" East, a distance of 141.39 feet to a point for corner in the west line of said Lot 1 ; WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS THENCE South 5'19'53" West, along the said west line of Lot 1. a distance of 28.01 feet to the POINT OF BEGINNING and containing 14,327 square feet or 0.3289 acres of land. a N/A 1 J8H I MLB 1 812512020 1 061024039 1 1 OF 5 HOPPER. 8RADIN IO/12/2020 4:09 PM K:\FTW SURVEY\061024039-DENTON IFl-35E UTILrrIEs\DWG\061024039.DENTON IH-35E UTILrrIES EX WW-TCE 4.DWG LEGAL DESCRIPTION TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950 and the Gideon Walker Survey. Abstract No. 1330, City of Denton, Denton County, Texas, and being part of a called 16.737 acre tract of land described in Special Warranty Deed to Mayhill Denton, L.P. recorded in Instrument No. 2044-122693 of the Official Public Records of Denton County, Texas, and being more particularly described as follows BEGINNING at a point in the southeast line of Lot 7, Mayhitl-Denton Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2009-144 of said Official Public Records; from said point the south corner of said Lot 7 bears South 40'02'01 " West, a distance of 50.64 feet; THENCE North 40'02'Of'' East, along the said southeast line of Lot 7, a distance of 35.97 feet to a point for corner; THENCE departing the said southeast line of Lot 7, South 3'59'20" East, a distance of 57.71 feet to a point for corner THENCE the following six (6) calls: South 50'07'23" East. a distance of 1 16.56 feet to a point for corner; South 39'30'37" West, a distance of 123.33 feet to a point for corner; North 51'19'19" West, a distance of 25.00 feet to a point for corner; North 39'30'37" East, a distance of 98.85 feet to a point for corner; North 50'07'23" West, a distance of 102.36 feet to a point for corner; North 3'59'20" West, a distance of 42.49 feet to the POINT OF BEGINNING and containing 6,766 square feet or 0.1553 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS / >/ r-'/b/ltl2D ’MICHAEL C. BILLINGS LEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael .billingsley@kimley-horn.com rWe N/A BZFTMFw ruwo JBH I MCB 1 812512020 1 061024039 1 20F S I I I I I I \J b LU= C/) LU LU CD LUZ :J :[O 5E 50'CITGO OIL/GAS PIPELINE EASEMENT (VOL. 341 . PG. 198) (VOL. 433. PG. 319) (VOL. 1464, PG. 203) (VOL. 151 1, PG. 340) / / / 7 / / / NORTH GRAe-EliMflIE IN FEET UTILITY EASEMENT (INST. NO. 2014-1 16223) C J ===He =n n==Ran=RUnM=n DRAINAGE EASEMENT (INST. NO. 2004.72520)---_ DRAINAGE EASEMENT (INST. NO. 2006-1 57373) LOT 1, BLOCK A POCKRUS PAGE UBSTATION ADDITION (INST. NO. 2014-239) I I I I I I LEGEND TRACT 1 0.3289 ACRES 14,327 SQ. FT N:71 13096.4723 E:2401638.4203 N5'19'53"E 6.57' P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER P.0.B (TRACT 1 )POCKRUS PAGE ROAD (A VARIABLE WIDTH RIGHT_OF_WAy) NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land the metes and bounds of the easement tract. Surveyor, hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS ( to /1 IIZa ICHAELE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 MICHAEL CLEO BILUNGSLEY 6558\aFESS £'O'k C 1"=40' 1 JBH I MCB 1 8125/2020 1 061024039 1 30F5 HOPPER. BRADIN IO/12/2020 4:09 PM K:\FTW SURVEY\061024039.DENTON IH.35E UTIUTIES\DWG\061024039.DENTON IH-35E UTILITIES EX WW.TCE 4.DWG michael.billingsley@kimley-horn.com MATCH LINE (SEE SHEET 5)•HlIHn•lIHn•lIHn•lu =Hl•n•••n••• /’ / ••lIB••ll•••ll•n•ll• =n I I I +++ba) F- LU LUI C/) LU LU CDbHP LUZ :J I C) k2 LINE TABLE I N 1C) a 1 B 1D!\ R I N 1C:I LENGTH S05'19'53'W 28.01 I L 2 1 N 8 5 o 4 8 1 o 3 m 40.01 95.96'N85'47'39'W 80.OO'N50'24'19'W [M9Ea 99.27' 91.01 30.31 28.78' 42.49'S03'59'20’'E S50'07'23''EU 1 102.36’ I L 1 2 1 s 3 9 o 3 a 3 7 f w 1 9 8 H 8 5 1 LINE TABLE NO BEARING L13 N51'19'19'W L14 S50'24'19''E L15 S85'47'39"E L16 35.97'N40'02'Ol’'E S03'59'20''EL17 57.71 116.56'L18 S50'07'23"E S39'30'37'WL19 L20 S51'19'19''E L21 N39'30'37"E L22 N50'07'23'W L23 N03'59'20'W I I I I I I I I I I WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330 CITY OF DENTON. DENTON COUNTY. TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER MFI 1 - = 40' M JBH @ MCB BPIEI 8/250020 LOT 7 MAYHILL-DENTON ADDITION (INST. NO. 2009-144) N:7113488.36 E:2401271.38 / brJ\ \P.0.B.DRAINAGE EASEMENT (INST. NO. 2006-1 57373) GRAPHIC SCALE IN FEET / / / / / / / // / / / / /a. FT,/////(/lo ///b \ 00J -TRACT 2 0.1553 ACRES 6,766 S REMAINDER OF CALLED 16.737 ACRES MAYHILL DENTON, L.P (INST. NO. 2004-122693)/ CALLED 0.80 ACRES ECKERt REAL ESTATE. LLC (INST. NO. 2010-1 8963) / \\ \ \\ \\ \ / \ MATCH LINE (SEE SHEET 4) ./ /liu=nI =IIB n•ll•=•l•=IHI =l•n=n =nl•n•Hl•==n•lIB =Bin n•ll•aniR HHl• WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 AND THE GIDEON WALKER SURVEY. ABSTRACT NO. 1330 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT" FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER We 1- = 40' arLwILU). MCB nrEI 8/25/2020 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas. and being part of Lot 1-R, Block 1, Brier Cliff Center, an addition to the City of Denton. Texas according to the plat recorded in Volume V, Page 273 of the Plat Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at a point in the southwest right-of-way line of Interstate Highway No, 35 (a variable width right-of-way), and being the northeast corner of Lot 1, Block 1, Brier Cliff Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume West, Page 715 of the Plat Records of Denton, Texas; from said point a 1/2-inch iron rod found bears North 50'22'36" West, a distance of 277.87 feet; THENCE South 50'22'36" East, along the said southwest right-of-way line of Interstate Highway No. 35, a distance of 171.28 feet to a point at the intersection of the said southwest right-of-way line of Interstate Highway No. 35 and the northwest right-of-way line of State School Road (a variable width right-of-way); THENCE South 29'40'54" West, along the said northwest right-of-way line of said State School Road, a distance of 87.08 feet to the northeast corner of said Lot 1-R; THENCE departing the said northwest right-of-way line of State School Road, North 88'17'30" West, along the north line of said Lot 1-R, a distance of 42.89 feet to the POINT OF BEGINNING; THENCE departing said north line of Lot 1-R, South 39'27'46" West, a distance of 50.92 feet to a point for corner; THENCE South 50'12'22'’ East, a distance of 20.21 feet to a point for corner; THENCE South 40'24'47" West, a distance of 30.01 feet to a point for corner; THENCE North 50'12'22" West, a distance of 85.16 feet to a point for corner; THENCE North 39'47'38" East, a distance of 30.00 feet to a point for corner in the said north line of Lot 1-R; THENCE South 88'17’30'’ East, along the said north line of Lot 1-R, a distance of 82.56 feet to the POINT OF BEGINNING and containing 4,222 square feet or 0.0969 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R, BLOCK 1, BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS mc c REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com :MICHAEL CLEO BILLINGSLEY aS:a:i# 6558 Uc N/A r Te W TrLaeCRG I MGB 1 23n021 1 081024039 1 IOF3 GENSHEIMER. RILEY 2/3/2021 3:37 PM K\FTW SURVEY\061024039.DENTON IH-35E UTILITIES\DWG\061024039.DENTON IH45E UTILITIES EX WW-TCE 3.DWG P.0.C.a\ NOrTH +) -0. 0 20 40 GRApJ'FmIF IN FEEd LEGEND \ P.0.B. = POINT 0 P.0.C. = POINT OF COMMENCING \ IRF = IRON ROD FOUND $(*PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER lee\ /h:I•IIt1:1F)rA40. / / \ \ ::={::f: / /CALLED 0.648 ACRES GOEL VENTURES. LLC (INST. NO. 2012-144893) \ \ \ \ - H/0.0969 ACRES 4,222 SQ. FT in Ll -1 _ _1I– Iev ••=••• PROPOSED TXDOT RIGHT-OF-WAY DEDICATION I NOTES:MATCH LINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R. BLOCK 1, BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS W ] MEIA RUe be a I”. W I CRG I MCB 1 280021 1 061024039 1 20F3 \\–l'+, MATCH LINE +1 111:I: IIt_L J111111111 1, I I / ELECTRICAL EASEMENT (VOL. 4519, PG. 0797) I 0.0969 ACRES I 4,222 SQ. FT. / 8' EXISTING UTIUW EASEMEVr I III I I I I I I 24' ACCESS & DRAINAGE EASEMENT (VOL. V. PG. 273) / I I I I ; 1 I I I I 11 II I I I If 11 I I I I / / I I I I I I 1 B 1F1A1b1: : 111q;ri E : \htFNKT L 1FFHqi I (VOL. v, PG. 273) I I I I I I I I I I I I I I I I I I L:SPE=LNTH in (VOL. V. PG. 273) /14' PUBLIC LrrILITY BEARING I LENGTH N88'17'30'W L2 1 s39'27'46'w 1 50.92'EASEMENT (VOL. 5195, PG. 01275) H [La7 n3 B5 PROPOSED TXDOT RIGHT-OF-WAY DEDICATION / TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R, BLOCK 1, BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS C l"B40 1 CRG I MCB 1 2Bn021 1 081024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1-R, Block 1, Brier Cliff Center, an addition to the City pf Denton, Texas according to the plat recorded in Volume V, Page 273 of the Plat Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way), and being the northeast corner of Lot 1, Block 1, Brier Cliff Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume West, Page 715 of the Plat Records of Denton, Texas; from said point a 1/2-inch iron rod found bears North 50'22'36" West, a distance of 277.87 feet; THENCE South 50'22'36'’ East, along the said southwest right-of-way line of Interstate Highway No. 35, a distance of 171 .28 feet to a point at the intersection of the said southwest right-of-way line of Interstate Highway No. 35 and the northwest right-of-way line of State School Road (a variable width right-of-way); THENCE South 29'40'54" West, along the said northwest right-of-way line of said State School Road, a distance of 87.08 feet to the northeast corner of said Lot 1-R; THENCE departing the said northwest right-of-way line of State School Road, North 88'17'30" West, along the north line of said Lot 1-R, a distance of 17.59 feet to the POINT OF BEGINNING; THENCE departing the said north line of Lot 1-R, South 39'27'46" West, a distance of 46.52 feet to a point for corner THENCE South 50'12'22" East, a distance of 43.93 feet to a point for corner in the northeast line of said Lot 1-R; THENCE South 3'1 1'06" West, along the said northeast line of Lot 1-R, a distance of 24.92 feet to a point for corner; THENCE departing said northeast line of Lot 1-R, North 50'12’22" West, a distance of 78.68 feet to a point for corner THENCE North 39'27'46" East, a distance of 50.92 feet to a point for corner in the said north line of Lot 1-R: THENCE South 88'17'3(Y' East, along said north line of Lot 1-R, a distance of 25.30 feet to the POINT OF BEGINNING containing 2,201 square feet or 0.0505 acres of land NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1-R. BLOCK 1, BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY. TEXAS W nFEr LTe wa T3M N/A 1 CRG I MCB 1 2131202\ I 081024039 1 IOF3 IIli::–:! 1/2" IRF \ P.0.C.a NORTH \ \ ?}GRaM SCALE IN FEET P.0.B. = POINT OF BEGINNIN\ p.o.c. = POINT OF COMMENCINb \ IRF = IRON ROD FOUND \ PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER \ /b:bI11:1F)f --b;<! lb / / \ \ {}iNg : / /CALLED 0.648 ACRES GOEL VENTURES. LLC (INST. NO. 2012-144893) \ \ \ P.0.BLOT 1-R, BLOCK 1 BRIER CLIFF CENTER 0.0505 ACRES(VOL. V, PG. 273) 2,201 SQ. FT25' INGRESS & EGRESS (VOL. V, PG. 273) --/ 1 a' UTILITY EASEMENT / (VOL. V, PG. 273) PROPOSED TXDOT RIGHT-OF-WAY DEDICATION\ NOTES:MATCH LINE (SE©BgT 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1-R, BLOCK 1, BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS I UEUIL;A 1 it ELECTRICAL EASEMEUr (VOL. 4519, PG. 0797) I I IIt If I I I I 1 0.0505 1 2,201 SQ. FT. I I I I I I 8' EXISTING UTILITY EASEMENT I If / / / / tI \24' ACCESS & DRAINAGE EASEMENT (VOL. V, PG. 273) 16' PUBLIC LrrILITY EASEMENT (VOL. V, PG. 273)I I J B & I: : :S IFE L£LcNKT L R / I I (VOL. v, PG. 273) I I I I I I I I I I I I I I 14' PUBLIC UTILITY I PG. 01275) PROPOSED TXDOT RIGHT-OF-WAY DEDICATION 11 I I I If 11 / 1 / I WATER AND WASTEWATER EASEMENT PART OF LOT 1-R, BLOCK 1, BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS c mr &d UFLe c1-'40 1 CRO I MCB 1 2M021 1 081024039 1 30F3 LEGAL DESCRIPTION TRACT 1 - WATER AND WASTEWATER EASEMENT BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1-R, Block 1, Bner Cliff Center, an addition to the City of Denton, Texas according to the plat recorded in Volume V, Page 273 of the Plat Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way), and being the northeast corner of Lot 1, Block 1, Brier Cliff Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume West, Page 715 of the Plat Records of Denton, Texas; from said point a 1/2-inch iron rod found bears North 50'22'36" West, a distance of 277.87 feet; THENCE South 50'22'36'' East, along the said southwest right-of-way line of Interstate Highway No. 35, a distance of 171.28 feet to a point at the intersection of the said southwest right-of-way line of Interstate Highway No. 35 and the northwest right-of-way line of State School Road (a variable width right-of-way); THENCE South 29'40'54" West, along the said northwest right-of-way line of said State School Road, a distance of 87.08 feet to the northeast corner of said Lot 1-R; THENCE departing the said northwest right-of-way line of State School Road. North 88'17’30" West, along the north line of said Lot 1-R, a distanoe of 17.59 feet to the POINT OF BEGINNING; THENCE departing the said north line of Lot 1-R, South 39'27'46'’ West, a distance of 46.52 feet to a point for corner: THENCE South 50'12'22'' East, a distance of 43.93 feet to a point for corner in the northeast line of said Lot 1-R; THENCE South 3'11'06" West, along the said northeast line of Lot 1-R, a distance of 24.92 feet to a point for corner; THENCE departing said northeast line of Lot 1-R, North 50'12'22" West, a distance of 78.68 feet to a point for corner THENCE North 39'27'46" East, a distance of 50.92 feet to a point for corner in the said north line of Lot 1-R; THENCE South 88'17’3CY' East, along said north line of Lot 1-R, a distance of 25.30 feet to the POINT OF BEGINNING containing 2,201 square feet or 0.0505 acres of land WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R, BLOCK 1. BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY. TEXAS r 801 Cherry StInk UnIt 1 1 Fort Worth. Texas 76102 W mr lanl e be aN/A 1 CRG I MCB I Q/Bn020 1 061024039 1 IOF4 GENSHEIMER. RILEY 9/9/2020 8:28 AM C:\SUBDRIVES\KDRIVE\061024039 . DENTON IH-35 UTIUTIES r2)\FiFTH\061024039-DENTON IH35E UTILITIES EX WW-TCE 3.DWG LEGAL DESCRIPTION TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING at a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width rightnf-way), and being the northeast corner of Lot 1, Block 1, Bder Cliff Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume West, Page 715 of the Plat Records of Denton, Texas; from said point a 1/2-inch iron rod found bears North 50'22'36" West, a distance of 277.87 feet; THENCE South 50'22'36" East, along the said southwest right-of-way line of Interstate Highway No. 35, a distance of 171.28 feet to a point at the intersection of the said southwest right-of-way line of Interstate Highway No. 35 and the northwest right-of-way line of State School Road (a variable width right-of-way); THENCE South 29'40'54" West, along the said northwest right-of-way line of said State School Road, a distance of 87.08 feet to the northeast corner of said Lot 1-R; THENCE departing the said northwest right-of-way line of State School Road, North 88'17'30" West, along the north line of said Lot 1-R, a distance of 42.89 feet to the POINT OF BEGINNING; THENCE departing said north line of Lot 1-R, South 39'27'46" West, a distance of 50.92 feet to a point for corner; THENCE South 50'12'22" East, a distance of 20.21 feet to a point for corner; THENCE South 40'24'47" West, a distance of 30.01 feet to a point for corner; THENCE North 50'12'22" West, a distance of 85.16 feet to a point for corner; THENCE North 39'47'38" East, a distance of 30.00 feet to a point for corner in the said north line of Lot 1-R; THENCE South 88'17'30" East, along the said north line of Lot 1-R, a distance of 82.56 feet to the POINT OF BEGINNING and containing 4,222 square feet or 0.0969 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202) A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R, BLOCK 1, BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS 4/4 / 20 g.gE a r Ta Ua TO N/A 1 CRG I MCB 1 81812020 1 0810240® 1 2 OF4 P.0.C. GRAPHIC SCALE IN FEET\ =464>{\. '0. P.0.8. = POINT P.0.C. = POINT OF COMMENCING \ IRF = IRON ROD FOUND q,b /99x'PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER '?6\" AA ro \ /kcb, :~& tb / /’ \ \ {}iNg : / / CALLED 0.648 ACRES GOEL VENTURES. LLC \ (INST. NO. 2012-144893) \ \ TRACT 2 0.0969 ACRES 4,222 SQ. FT,TRACT 1 0.0505 ACRES 2,201 SQ. FT LOT 1-R, BLOCK 1 BRIER CLIFF CENTER (VOL. V, PG. 273) -H/ / I a' UTILITY EASEMENT (VOL. V, PG. 273) 25' INGRESS & EGRESS (VOL. V, PG. 273) (TRACT 2) LLIO \ \PROPOSED TXDOT RIGHT-OF-WAY DEDICATION I NOTES:MATCH LINE (SEE SHEET 4) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R, BLOCK 1, BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS mF@F&TdH©TBali1"'40' I CRG I MCB 1 8/Bn020 1 081024039 1 30F4 \–l J+. MATCH LINE ELECTRICAL EASEMENT (VOL. 4519, PG. 0797) TRACT 2 0.0969 ACRES 4,222 SQ. FT.If 8' EXISTING UTILITY EASEMENT 24' ACCESS & DRAINAGE EASEMENT (VOL. V, PG. 273) I I LINE TABLE 16' PUBLIC UTILITr EASEMENT (VOL. V, PG. 273)NO, u 1 s39'27’46'w L2 1 S50'12'22"E 14' PUBLIC UTiLITY EASEMENT (VOL. 5195, PG. 01275) I N50'12’22'W N39'47f38"EA F1 B2 17.59' N88'17'30'W 1 42.89’ .1 If; j,''; II if I PROPOSED TXDOT RIGHT-OF-WAY DEDICATIONI I I I I I I I I I I I I I WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1-R, BLOCK 1. BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS c m No. 1-,40 1 CRG I MCB 1 9/8a020 1 061024039 1 40F4 GENSHEIMER. RILEY 9/9/2020 8:28 AM C:\SUBDRIVES\KDRIVE\061024039 - DENTON IH-35 UTILITIES (2}\FIFTH\061024039-DENTON ltl-35E UTILrrIES EX WW-TCE 3.DWG LEGAL DESCRIPTION BEING a tract of land out of the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, situated in the City of Denton, Denton County, Texas, being part of a called 1.217 acre tract of land described in Special Warranty Deed to Regions Bank, recorded in Instrument No. 2005-80481 of the Official Public Records of Denton County, Texas and being more particularly described as follows: BEGINNING at a point in the southeast right-of-way line of Mayhill Road (a 120-foot width rightof-way), said point being at the beginning of a non-tangent curve to the left having a central angle of 1 '34'28", a radius of 910.00 feet, a chord bearing and distance of North 17'43'1 I" East, 25.00 feet, from said point the northwest corner of said 1.217 acre tract bears North 15'39'28" East, a distance of 96.51 feet; THENCE in a northeasterly direction, along the said southeast right-of-way line, with said curve to the left, an arc distance of 25.00 feet to a point for corner; LEGAL DESCRIPTION (CONTINUED) THENCE South 72'33'56" East, departing the said southeast right-of-way line, a distance of 48.48 feet to a point forcorner THENCE South 17'28'42" West, a distance of 75.65 feet to a point for corner; THENCE North 72'31'18'’ West, a distance of 49.57 feet to a point for corner; THENCE North 23'49'16" East, a distance of 21.47 feet to a point for corner; THENCE North 67'34'54" West, a distance of 2.39 feet to a point at the beginning of a non-tangent curve to the left having a central angle of 0'13'04'’, a radius of 910.00 feet, a chord bearing and distance of North 20'13'43" East. 3.46 feet, being on the said southeast line, from which the southwest corner of said 1.217 acre tract bears South 24'02'4CY' West, a distance of 1 17.67 feet; THENCE in a northeasterly direction, along the said southeast rightof-way line, with said curve to the left, an arc distance of 3.46 feet to a point for corner; THENCE South 72'31'24'’ East, departing said southeast rightnfwvay line, a distance of 24.40 feet to a point for corner; THENCE North 17'28'42" East, a distance of 25.62 feet to a point for corner; THENCE North 72'33'56" West, a distance of 23.58 feet to the POINT OF BEGINNING, and containing 0.0704 acres or 3,066 square feet of land. more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS hc BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.a :MICHAEL CLEO BILUNGSLEY Me N/A &zi-TazarmCRG I MCB I u3n021 lml-Tun 081024030 1 IOF3 GENSHEIMER. RILEY 213f2021 4:36 PM K:\FTW SURVEY\061024039.DENTON IH.35E UTILITIES\DWG\061024039.DENTON tHesE UTILrrIES EX WW-TCE 9.DMG N:7114437.54 E:2400768.13 \ \ \ \ \ \'\ \ qii / j \ \ \ \ \ O.B 7114344.62 2400742.08 ’\ '\ \ \ \ LBfI :+iI • B'£6 \ \ \ \ \'\\\.\\\. \\\\ \ REGIONS BANK (INST. NO. 2005-80481 ) LEGEND P.0.B. = POINT OF BEGINNING PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER N:7114209.74 E:2400684.47III\'6t ,\ \ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. //7/7 -' 2/1 /t.TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-3354511 michael.billingsley@kimley-horn.com c 1"=40' 1 CRG I MCB 1 2Bn021 LINE TABLE LENGTH !!;25.OO' 48.48' S17'28'42'W 75.65' 49.57'N72'31'1 8'W 21 .47'N23'49'16''E N67'34'54'W 2.39' .I.i. TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS Wc T gun_U TQ©sgA T WN/A 1 CRC I MCB I u3n021 LEGAL DESCRIPTION BEING a tract of land out of the Memphis, El Paso and Pacific Railroad Company SUIvey, Abstract No. 950, situated in the City of Denton, Denton County, Texas, being part of a called 1.217 acre tract of land described in Special Warranty Deed to Regions Bank, recorded in Instrument No. 2005-80481 of the Official Public Records of Denton County, Texas and being more particularly described as follows; BEGINNING at a point in the southeast right-of-way line of Mayhill Road (a 120-foot width rightof-way), from said point the northwest corner of said 1 .217 acre tract bears North 15'39'28" East. a distance of 96.51 feet; THENCE South 72'33'56" East, departing the said southeast right-of-way line, a distance of 23.58 feet to a point for oorner; THENCE South 17'28'42" West, a distanoe of 25.62 feet to a point for corner; THENCE North 72'31'24" West, a distance of 24.40 feet to a point at the beginning of a non-tangent curve to the left having a central angle of 1 '36'46", a radius of 910.00 feet, a chord bearing and distance of North 19'18'48" East, 25.61 feet, being on the said southeast right-of-way line, from which the southwest corner of said 1.217 acre tract bears South 24'02'40" West, a distance of 117.67 feet; THENCE in a northeasterly direction with said curve to the left, along the said southeast right-of-way line, an arc distance of 25.61 feet to the POINT OF BEGINNING, and containing 0.0141 acres or 643 square feet of land, more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A suIvey plat of even suIvey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. 7/7- ' }/g/l /WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS ’MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.cc [MICHA£l CLEO BILUNGSLEY [@ N/A al IgnWmaCRG I MCB I v3n021 !ihT 081024039 1 IOF3 GEBSHEIMER. RILEY 2/3/2021 4:39 PM K:\Frw SURVEYW610240nDENTON IFl-35E UTILITIES\DWG\061024039-DENTON IH35E LrrILrrIES EX ww o.0141 AC.DWG N:7114437.54 E:2400768.13 \ \ ! !! B \: iF~\\ ! ib : g/ \\ \\P.0.B N:7114344.62 E:2400742.08 0.0141 ACRES 613 SQ.FT.\\ (INST. NO. 2005-80481 ) REGIONS BANK \\ \ LEGEND P.0.B. = POINT OF BEGINNING PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS a 1-.W 1 CRG I MCB 1 2Bn021 1 081024039 1 20F3 GENSHEIMER RILEY 2/3/2021 4:39 PM K\FTW SURVEY\061024039-DENTON IH-35E UTIUTIES\DWG\061024039-DENTON IH35E LrrILrrIES EX WW 0.0141 AC.DWG LINE TABLE CURVE TABLE I N 1C) + 1 B 1D!\ R I N 1(1:11 1 L E N 1(1=11 T H I N IDel DELTA I RADIUS I LENGTH I aHD9Do =6 S72'33'56'’E 23.58' s17'28'42'w 1 25.62' WATER AND WASTEWATER EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS Mmr / We =----manMr To mN/A 1 CRC 1 MCB 1 2Bn021 1 061024039 1 30F3 LEGAL DESCRIPTION TRACT 1 - WATER AND WASTEWATER EASEMENT BEING a tract of land out of the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, situated in the City of Denton, Denton County, Texas, being part of a called 1.217 acre tract of land described in Special Warranty Deed to Regions Bank, recorded in Instrument No. 2005-80481 of the Official Public Records of Denton County, Texas and being more particularly described as follows: BEGINNING at a point in the southeast right-of-way line of Mayhill Road (a 120-foot width right-of-way), from said point the northwest corner of said 1.217 acre tract bears North 15'39'28" East, a distanoe of 96.51 feet; THENCE South 72'33'56" East, departing the said southeast right-of-way line, a distance of 23.58 feet to a point for corner; THENCE South 17'28'42" West, a distance of 25.62 feet to a point for corner; THENCE North 72'31'24'’ West, a dIstance of 24.40 feet to a point at the beginning of a non-tangent curve to the left having a central angle of 1 '36'46", a radius of 910.00 feet, a chord bearing and distance of North 19'18'48" East, 25.61 feet, being on the said southeast right-of-way line, from which the southwest corner of said 1.217 acre tract bears South 24'02'40" West, a distance of 1 17.67 feet; THENCE in a northeasterly direction with said curve to the left, along the said southeast right-of-way line, an arc distance of 25.61 feet to the POINT OF BEGINNING, and containing 0.0141 acres or 613 square feet of land, more or less. TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT BEING a tract of land out of the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, situated in the City of Denton, Denton County, Texas, being part of a called 1.217 acre tract of land described in Special Warranty Deed to Regions Bank, recorded in Instrument No. 2005-80481 of the Official Public Records of Denton County, Texas and being more particularly described as follows; BEGINNING at a point in the southeast right-of-way line of Mayhill Road (a 120-foot width right-of-way), said point being at the beginning of a non-tangent curve to the left having a central angle of 1 '34'28", a radius of 910.00 feet, a chord bearing and distance of North 17'43'1 I" East, 25.00 feet, from said point the northwest corner of said 1.217 acre tract bears North 15'39'28'’ East, a distance of 96.51 feet; THENCE in a northeasterly direction, along the said southeast right-of-way line, with said curve to the left, an arc distance of 25.00 feet to a point for corner; CONTINUED ON SHEET 2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS c r } Lao GO HmM N/A 1 DMa I MCB I IO/14/2020 1 081024039 1 1 OF 4 LEGAL DESCRIPTION (CONTINUED) THENCE South 72'33'56" East, departing the said southeast right-of-way line, a distance of 48.48 feet to a point for corner; THENCE South 17'28'42" West, a distance of 75.65 feet to a point for corner; THENCE North 72'31'18'’ West, a distance of 49.57 feet to a point for comer; THENCE North 23'49'16" East, a distance of 21.47 feet to a point for corner; THENCE North 67'34'54" West, a distance of 2.39 feet to a point at the beginning of a non-tangent curve to the left having a central angle of 0'13'04", a radius of 910.00 feet, a chord bearing and distance of North 20'1:Y43" East, 3.46 feet, being on the said southeast line, from which the southwest corner of said 1.217 acre tract bears South 24'02'40'' West. a distance of 117.67 feet THENCE in a northeasterly direction, along the said southeast right-of-way line, with said curve to the left, an arc distance of 3,46 feet to a point for corner; THENCE South 72'31'24" East, departing said southeast right-of-way line, a distance of 24.40 feet to a point for corner; THENCE North 17'28'42" East, a distance of 25.62 feet to a point for corner; THENCE North 72'33’56'’ West, a distance of 23.58 feet to the POINT OF BEGINNING, and containing 0.0704 acres or 3,066 square feet of land, more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract, -' IOII'I, alt}aErFmMFst–ET WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.bitlingsley@kimley-horn.com Ma N/A r &@alDMa I MCB I lon4n020 Dr Leg}JnHI 061024039 1 20F4 DRUMMOND. DASHAVW IO/14/2020 4:39 PM K\nw SURVEY\061024039-DENTON IFl-35E UTILtTIES\DWG\061024039-DENTON IFl-35E UTILrrIES EX WW-TCE 9.DWG N:7114437.54 E:2400768.13 \ \ \ \ \ \\ \ 0 20 40 '\.. \ q+11 R /1\ im1: F E E T \ \ \ \ \. \ \ \ \ \ \ \ \ \ \\ \ \ \ \\. REGIONS BANK (INST. NO. 2005-80481) \\\\\\ \ LEGEND P.0.B. = POINT OF BEGINNING PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER N:7114209.74 '1‘ [bIg \\ NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS amc. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-3354511 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILUNGSLEY 6558 Mc ' 1" = 40' QUEEn] Q@sEnT a- DMD I MCB I IO/14n020 r 061024039 1 30F4 DRUMMOND. DASHAWN 10/14/2020 4:41 PM K:\FTW SURVEY\061024039-DENTON IH-35E UTIUTIES\DWG\061024039-DENTON IH3SE UTIUTIES EX WW.TCE 9.DWG LINE TABLE CURVE TABLE ~,T' [LS 25.62' 2 4 s 4 o 1 1 c 3 1N72'31'24'W S72'33'56"E 48.4g S17'28'42'W 75.65' N72'31'1 8'WL6 49.57' N23'49'16"EL7 L8 N67'34'54'W N19'18'48"E N17'43'1 1 "E N20'13l43"E WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS @ ml r me WTmo aMN/A 1 DMa I MCB I IQ/14n020 1 061024039 1 40F4 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of a called 0.648 acre tract of land described in Special Warranty Deed with Vendor's Lien to Goel Ventures, LLC recorded in Instrument No. 2012-144893 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way), and being the northeast corner of Lot 1, Block A, Brier Cliff Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume W, Page 715 of the Plat Records of Denton, Texas; from said point a 1/2-inch iron rod found bears North 50'22'36" West, a distance of 277.87 feet; THENCE departing the said southwest right-of-way line of Interstate Highway No. 35, South 38'19'09" West, along the southeast line of said Lot 1, a distance of 131.88 feet to the POINT OF BEGINNING; THENCE departing the said southeast line of Lot 1, South 54'02'19" East, a distance of 135.55 feet to a point for corner in the north line of Lot 1-R, Block 1, Brier Cliff Center, an addition to the City of Denton, Texas according to the plat recorded in Volume V, Page 273 of the said Plat Records; from said point the northeast corner of said Lot 1-R, and being a point in the west right-of-way line of State School Road (a variable width right-of-way) bears South 88'17'30" East, a distance of 60.89 feet; THENCE North 88'17'30'' West, along the said north line of Lot 1-R, a distance of 35.54 feet to a point for corner; THENCE departing the said the said north line of Lot 1-R, North 54'02'19" West, a distance of 107.00 feet to a point for corner in the said southeast line of Lot 1 ; THENCE North 38'19'09" East, along the said southeast line of Lot 1 A distance of 20.02 feet to the POINT OF BEGINNING and containing 2,426 square feet or 0.0557 acres of land, more or less NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor;hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. =Z;„„,WATER AND WASTEWATER EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com [@a N/A maLe be a CRC I MCB 1 IB102020 1 061024039 1 1 OF 2 LINE TABLE 1/2" IRF C/\ P.0.C. BEARING N50'22’36'W S54'02'19''E S88'17'30'E INTERSTATE HIGHWAY NO. 35-E 0 20 40 GRATedRmIIE IN FEET (A VARIABLE WIDTH RIGHT-OF-WAY) / *\ ,, \ \LEGEND P.0.8. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMEbrr NUMBER *;%/ \ \ \ \ P.0.B. \ \ CALLED 0.648 ACRES GOEL VENTURES, LLC (INST. NO. 2012-144893) \ \ / 0.0557 ACRES 2,426 SQ. FT L3-i 1Z1 q==On==HOn=n W=n --1.OC ___l I I– I \ \ (VOL. V, PG. 273)I I NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. // ///'- 'Z/IO/,. GTmmEmmFs–LiT REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS We IH = ## MUmt ne WaDhamawCRG I MCB 1 12/100020 1 061024039 1 20F2 GENSHEIMER. RILEY 12/10/2020 II:53 AM K\FTW SURVEY\061024039.DENTON IFl-35E UTILiTiES\nWO\061024039-DENTON IH3SE UTILITIES EX WW-TCE 2.DWG LEGAL DESCRIPTION BEING two tracts of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot IR-RIR, Block 1, Denton Regional Medical Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 201343 of the Official Public Records of Denton, Texas, and being more particularly described as follows: TRACT 1 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING at the intersection of the northeast right-of-way line of Interstate Highway No. 35 (a variable width rightof-way) and the northwest right-of-way line of Mayhill Road (120-foot wide right-of-way), and being the southernmost southeast corner of said Lot IR-RI R; THENCE North 15'26'49” West, a distance of 51.60 feet to an aluminum disk stamped “TXDOT" found; THENCE North 82'33'53” East, a distance of 1 8.15 feet to the POINT OF BEGINNING; THENCE North 39'33'59" East, a distance of 55.98 feet to a point at the beginning of a tangent cuIve to the left having a central angle of 9'26' iM", a radius of 1240.00 feet, a chord bearing and distance of North 34'50'42" East, 204.13 feet; THENCE in a northedsterly direction, with said curve to the left, an arc distance of 204.36 feet to a point for corner; THENCE North 82'28'59" East, a distance of 12.60 feet to a point on the easterly line of a gas easement recorded in Instrument No. 2005-153191, Official Public Records, Denton County, texas, and being at the beginning of a non-tangent curve to the right having a central angle of 9'47'44", a radius of 1250.00 feet, a chord bearing and distance of South 34'40'07" West, 213.44 feet; THENCE in a southwesterly direction, along the said easterly line and with the said curve to the right, an arc distance of 213.70 feet to a point for corner; THENCE South 39'33'59'’ West, a distance of 45.25 feet to a point for corner; THENCE South 82'33'53" West, a distance of 14.66 feet to the POINT OF BEGINNING and containing 2,597 square feet or 0.0596 acres of land, more or less. TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING'at the intersection of the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) and the northwest right-of-way line of Mayhill Road (120-foot wide right-of-way), and being the southernmost southeast corner of said Lot 1 R-RI R; THENCE North 15'26’49” West, a distance of 51.60 feet to an aluminum disk stamped “TXDOT" found; THENCE North 50'24’19" West, a distance of 154.09 feet to the POINT OF BEGINNING; TEMPORARY CONSTRUCTION EASEMENT PART OF LOT IR-RI R. BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS CONTINUED ON SHEET 2 Wl--1®V®i -a–nm@N/A 1 ORG 1 MGB I V812021 1 061024039 1 IOF4 GEbMIMER. RILEY 2/8/2021 2:24 PM K:\FTW SURVEY\061024039.DENTON IH-35E UTILITIES\DWG\061024039.DENTON IH45E LrnLrrIES EX WW.TCE 1.DWG LEGAL DESCRIPTION (CONTINUED) THENCE the following sixteen (16) calls: North 50'24'19" West, a distance of 25.00 feet to a point for corner; North 39'37'52" East. a distance of 23.06 feet to a point for corner; North 84'38'03" East, a distance of 53.70 feet to a point for corner; South 50'24'19" East, a distance of 89.66 feet to a point for corner; North 84'35'29" East, a distance of 4.88 feet to a point for corner; North 39'35'41" East, a distance of 221.75 feet to a point for corner; North 82'28'59" East, a distance of 20.47 feet to a point for corner; North 27'’34'55" East, a distance of 104.11 feet to a point for corner; South 72'’36'48" East, a distance of 25.40 feet to a point for corner; South 27'34'55" West, a distance of 121.59 feet to a point for corner; South 82'28'59" West, a distance of 23.64 feet to a point for corner; South 39'35'41" West, a distance of 218.75 feet to a point for corner; South 84'’35'29" West, a distance of 30.59 feet to a point for corner; North 50'24'19" West, a distance of 98.11 feet to a point for corner; South 84'38'03" West, a distance of 16.06 feet to a point for corner; South 39'37'52" West, a distance of 24.65 feet to the POINT OF BEGINNING and containing 12,798 square feet or 0.2938 acres of land, more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT IR-RI R, BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS / ,;/"Z/#Zt GrammB mS–L–El REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.bitlingsley@kimley-horn.com IMa N/A d CRe 1 MGB 1 21812021 r aM 061024039 1 20F4 / SURVEW0610h9DENTONjmTHIn anT'I o - iT'= o c N ••ll•n•ll••=nn•ll• nun ••ll• '/NORTH MATCH LINE (SEE SHEET 4) i : :( i ][5 ?2foT5 E: 1 9 1 ) / / 0 B 2 9 3 8[ X:II:: 1: / 12,798 SQ. FT./ / / \ \,nl Li I'I\// / \ \ \.,/\ \afi,/\\\ /A ./““3 ' TRACT I 0.0596 ACRES 2,597 SQ. FT. rg SOx +)A {} \7' SIDEWALK EASEMENT (VOL. Y, PG. 63) gfqgg:\\ f .\V APiD \\{ \$FL6/r)0.B. (TRACT 1 ) LEGEND P.0.C (TRACT 1 & 2) P.0.B. = POINT OF BEGINNING ADF = ALUMINUM DISK STAMPED "TXDOT’ FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBERNOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 R-RI R, BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS /’Ph• U ECHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 :MICHAEL CLEO BILUNGSLEY 6558 SS a FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com RIbP/Wc 1 " = 40'CRG IN Fy;, II .YI aMI MCB Ma 2/8n021 Er 061 024039 @R 3 OF 4 LINE TABLE LINE TABLE ~.T'mnBEARING AS15'26'49"E 51.60' [L2 rN82'aii a18.15'anN50'24'19'W S 8.75' ]:::::S84'35'29'W 30.59' N50'24'19'W89.66’98.41 N84'35'29"E 4.88’16.06' FLU2 4 24.65' N82'28’59"EL13 20.47’ 104.11N27'34'55"EL14 GRAPHIC SCALE IN FEET 20' SIDEWALK & PUBLIC UTILITY EASEMENT (VOL. Y, PG. 63) / ’/ / / /‘/// J /' L1 5 ; //////1 1 / TRACT 2 0.2938 ACRES 12,798 SQ. FT. CURVE TABLEBaa 1::: ITI1;.:;, I;„I:::::==.I a L13 \ LOT IR-RI, BLOCK 1 I DENTON REGIONAL ! MEDICAL CENTER ADDITION : (INST. NO. 201 343) I / / 2.650 ACRE RETENTION POND (VOL. Y, PG. 69)/ / TRACT 1 0.0596 ACRES / 2,597 SQ. FT /n•ll•u•ll•anHHll•nH= /lIHln ==nBa =IIU nnl• MATCH LINE (SEE SHEET 3) n•HIHn•ll•H•H TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 R-RI R, BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WmwDmaa-TETaTm 1"=4a I CRG I MCB 1 2nn021 1 061024039 1 40F4 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot IR-RIR, Block 1, Denton Regional Medical Center Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 201343 of the Official Public Records of Denton, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped “TXDOT- found; from which the intersection of the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) and the northwest right-of-way line of Mayhill Road (120-foot wide right-of-way); from said point the southernmost southeast corner of said Lot IF!-RIR bears South 15'26’49" East, a distance of 51.60 feet; THENCE the following twenty one (21) calls: North 50'24'19" West, a distance of 34.44 feet to a point for corner; North 39'35'41" East, a distance of 20.00 feet to a point for corner; North 50'24'19" West, a distance of 101.65 feet to a point for corner; South 84'37'48" West, a distance of 2.82 feet to a point for corner; South 39'37'52'' West, a distance of 18.01 feet to a point for corner; North 50'24'19" West, a distance of 16.00 feet to a point for corner; North 39'37'52" East, a distance of 24.65 feet to a point for corner; North 84'38'03'' East, a distance of 16.06 feet to a point for corner; South 50'24’19" East, a distance of 98.11 feet to a point for corner; North 84'35’29" East, a distance of 30.59 feet to a point for corner; North 39'35'41'’ East, a distance of 218.75 feet to a point for corner; North 82'28'59" East, a distance of 23.64 feet to a point for corner; North 27'34'55" East, a distance of 121.59 feet to a point for corner; South 72'36'59" East, a distance of 16.26 feet to a point for corner; South 27'34'55'' West, a distance of 132.78 feet to a point for corner; South 82'28'59'’ West, a distance of 25.67 feet to a point for corner; South 39'35'41" West, a distance of 229.13 feet to a point for corner; South 70'09'21" West, a distance of 21.34 feet to a point for corner; South 39'35'41" West, a distance of 6.82 feet to a point for corner; South 51'06'50" East, a distance of 17.82 feet to a point for corner; South 39'35'41" West, a distance of 15,99 feet to the POINT OF BEGINNING and containing 9,558 square feet or 0.2194 acres of land, more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 R-RI R, BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS M–F> r T–aTmtN/A 1 CRG I MCB 1 2M021 1 061024039 1 IOF3 bkMFIEIMER. RILEY 2/8/2021 2:24 PM K:\FTW SURVEY\061024039-DENTON IH-35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX ww o.2194 AC.DWG MATCH LINE (SEE SHEET 3)•=•n•= =lIBn•lIHH•ll•n•= =n ••ll• 20' GAS EASEMENT / (INST. NO. 2005-153191 )7 / //0.2194 ACRES 1}/ LIO \\LB JII${:: Z \ZZ// 7' SIDEWALK dL$d={st==:-V (VOL. Y, PG. 63) EASEMENT ql/ \g-\< \\ LEGEND e&:P.0.B. = POINT OF BEGINNING ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. ; PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER (o4/ D\A NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT IR-RI R. BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS C REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.c 6558 }fESS s O'R)rrl : MICHAEL CLEO BILUNGSLEY Pnn 1” = 40' QUMT;a©T%CRG I MCB I u8n021 r £W 061024039 1 20F3 GENSHEIMER. RILEY 2/8/2021 2:25 PM K:\FTW SURVEY\061024039-DENTON IFl-35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX WW 0.2194 AC.DWG 1 2'o 4;o 20' SIDEWALK /PUB LINE TABLE LINE TABLEhmwMm®a• [LW4©a4 ®2 ©5Fmn5 Vo 13 121.59' [LW41A F6 Fn41 i S39'35'41'W PnN 2 n EN 8=16.06' S50'24'19"E 1 98.11 N84'35'29'E 1 30.59' N39'35'41"E 1 218.75' GRAPHIC SCALE IN FEET 0.21 94 ACRES 9,558 SQ. FT. \ LOT IR-RI, BLOCK 1 \ DENTON REGIONAL ! MEDICAL CENTER ADDITiON : (INST. NO. 201343) 2.650 ACRE RETENTION POND (VOL. Y, PG. 69)/ _ _Z _ _ _ _ _ ,':Z _ _ _ _ _ _ MATCH LINE (SEE SHEET 2) WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT IR-RI R, BLOCK 1 DENTON REGIONAL MEDICAL CENTER ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDOT" FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER C r me =-]&=='©O 1"=40' 1 CRG I MCB 1 2nn021 1 061024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1, Block A, Brier Cliff Center, an addition to the City of Denton, Texas according to the plat recorded in Volume. W, Page 715 of the OfFicial Public Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at an -X- cut in concrete found at the south end of a rightof-way corner clip at the intersection of the southwest right-of-way line Interstate Highway No. 35 (a variable width rightnf-way) and the east rightof-way line of Regal Drive (a variable width right-of-way); from said point a 1/2-inch iron rod found bears North 3'14'25" West, a distance of 25.65 feet THENCE South 19'42’15'' West, along the said east right-of-way line of Regal Drive, a distance of 88.50 feet to a point; THENCE departing the said east right-of-way line of Regal Drive, North 71'25'06" East, a distance of 31.41 feet to a point; THENCE the following bearings and distances: South 39'39'27" West, a distance of 8.92 feet to a point; South 50'22'16" East, a distance of 97.74 feet to a point; South 27'52'05" East, a distance of 25.94 feet to a point; South 50'24'19" East, a distance of 1 8.03 feet to the POINT OF BEGINNING; THENCE South 50'24'19'’ East, a distance of 40.02 feet to a point for corner; THENCE South 38'19'09" West, a distance of 78.26 feet to a point for corner; THENCE South 6'39'35" East, a distance of 14.15 feet to a point for corner; THENCE South 38'19'09" West, a distance of 48.39 feet to a point for corner; THENCE South 2'48'26'' West, a distance of 16.25 feet to a point for corner in the south line of said Lot 1 ; THENCE North 88'17'30" West, along the said south line of Lot 1, a distance of 50.02 feet to a point for corner; THENCE departing the said south line of Lot 1, North 2'48'26" East, a distance of 33.22 feet to a point for corner; THENCE North 38'19'09" East, a distance of 153.57 feet to the POINT OF BEGINNING and containing 7,657 square feet or 0.1758 acres of land, more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS - t/g/.I mMELTBTlnMBT REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com MR N/A dUD:a Iaea<aAT WCRG I MCB I u3n021 UkgM TaM 061024039 1 IOF3 P.0.C.LEGEND P.0.B. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF = IRON ROD FOUND XF = W" IN CONCRETE FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER GRAPHIC SCALE IN FEET\ \ \ 1 // /,// LOT 1 . BLOCK A BRIER CLIFF CENTER (VOL. W. PG. 715) Iii g/ / \ \ 0.1758 ACRES 7,657 SQ. FT 24' FIRELANE & ACCESS EASEMENT (VOL. W, PG. 715)/’ /=HlnHnl•nH•ln•lIB \ -~bNOTES:=Hl•IH•ll• =ll•n••Hn•l•=n• MATCH LINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. ZZ\=ag, TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com Wc 1 " = 40' r CRG I MCB I u3n021 rM 061024039 1 20F3 MATCH LINE (SEE SHEET 2) 20' UTILITY EASEMENT (VOL. 7, PG. 55) 758 ACRES 7,657 SQ. FT. N03'14'25'WL1 L2 N19'42'26"E L3 871 '36'06'W 41.93 I L4 1 s 3 9 o 3 9 1 2 7 1 w 8.92' S50'22’16"E 97.74 I L 6 1 s 2 7 o 5 2 1 o 5 1 1 E 1 2 5 B 9 4 1 1 S50'24'19"EL7 S50'24'19"E 40.02' S38'19'09'W 78.26' : :’:S06'39'35"E 14.15' 48.39'S38'19'09'W FLV2 D2 T2 WL @To FL®N ©8 q2 PLUs no =5 TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF = IRON ROD FOUND XF = "X" IN CONCRETE FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER C 1"'40' I CRC I MCB 1 2/312021 1 061024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1, Block A, Brier Cliff Center, an addition to the City of Denton, Texas according to the plat recorded in Volume. W, Page 715 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at an “X" cut in concrete found at the south end of a right-of-way corner clip at the intersection of the southwest right-of-way line Interstate Highway No. 35 (a variable width rightof-way) and the east right-of-way line of Regal Drive (a variable width right-of-way); from said point a 1/2-inch iron rod found bears North 3'14'25" West, a distance of 25.65 feet; THENCE South 19'42'15" West, along the said east right-of-way line of Regal Drive, a distance of 88.50 feet to a point THENCE departing the said east right-of-way line of Regal Drive, North 71'25’06" East, a distance of 31.41 feet to the POINT OF BEGINNING; THENCE North 71'36'06" East, a distance of 13.07 feet to a point for corner; THENCE South 50'24'19" East, a distance of 202.16 feet to a point for corner in the southeast line of said Lot 1; from said point the northeast corner of said Lot 1, and being a point in the said southwest right-of-way line of Interstate Highway No. 35 bears North 38'19’09" East, a distance of 55.54 feet; THENCE South 38'’19'09" West, along the said southeast line of Lot 1, a distance of 171.39 feet to the southeast corner of said Lot 1 ; THENCE North 88'’17'30" West, along the south line of said Lot 1, a distance of 13.16 feet to a point for corner; THENCE departing the said south line of Lot 1, North 2'48’26'' East, a distance of 16.25 feet to a point for corner; THENCE the following nine (9) calls: North 38'’19'09" East, a distance of 48.39 feet to a point for corner; North 6'’39’35" West, a distance of 14.15 feet to a point for corner; North 38'19'09" East, a distance of 78.26 feet to a point for corner; North 50'24’19" West, a distance of 58.05 feet to a point for corner; North 27'’52'05" West, a distance of 25.94 feet to a point for corner; North 50'22'16" West, a distance of 67.71 feet to a point for corner; North 39'39'27" East, a distance of 8.92 feet to the POINT OF BEGINNING and containing 8,869 square feet or 0.2036 acres of land, more or less. CONTINUED ON SHEET 2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A BRIER CUFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS -wnrm---T-maPLe a N/A 1 CRe 1 MGB 1 12na2020 1 081024039 1 1 OF 4 LEGAL DESCRIPTION (CONTINUED) TRACT 2 - TEMPORARY CONSTRUCTION EASEMENT COMMENCING at an “X” cut in concrete found at the south end of a right-of-way corner clip at the intersection of the southwest rightof-way line Interstate Highway No. 35 (a variable width right-of-way) and the east right-of-way line of Regal Drive (a variable width right-of-way); from said point a 1/2-inch iron rod found bears North 3'14'25" West, a distance of 25.65 feet; THENCE South 19'42'15" West, along the said east right-of-way line of Regal Drive, a distance of 88.50 feet to a point THENCE departing the said east right-of-way line of Regal Drive, North 71'25'06" East, a distance of 31.41 feet to a point THENCE the following bearings and distances: South 39'39'27" West, a distance of 8.92 feet to a point: South 50'22'16" East, a distance of 97.74 feet to a point; South 27'52'05" East, a distance of 25.94 feet to a point; South 50'24'19" East, a distance of 18.03 feet to the POINT OF BEGINNING; THENCE South 50'24'19" East, a distance of 40.02 feet to a point for corner; THENCE South 38'19'09'' West, a distance of 78.26 feet to a point for corner; THENCE South 6'39'35" East. a distance of 14.15 feet to a point for corneR THENCE South 38'19'09'’ West, a distance of 48.39 feet to a point for corner; THENCE South 2'48'26" West, a distance of 16.25 feet to a point for corner in the south line of said Lot 1 ; THENCE North 88'17'30'' West, along the said south line of Lot 1 , a distance of 50.02 feet to a point for corner; THENCE departing the said south line of Lot 1, North 2'48'26'’ East, a distance of 33.22 feet to a point for corner; THENCE North 38'19'09" East, a distance of 153.57 feet to the POINT OF BEGINNING and containing 7,657 square feet or 0.1758 acres of land, more or less. NOTES: BearIng system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, out the metes and bounds of the easement tract. hereby certifies that foregoing description accurately sets WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK A BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS 4,.=7£, / REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com ,/ F@ N/A Mi--TaC bae wMI CRG I MCB 1 ID102020 1 061024039 1 2 OF4 _r–'’T p.o.c.J LEGEND TRACT 1 & 2 P.0.B. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF = IRON ROD FOUND XF = "X" IN CONCRETE FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 0 20 40 GRAPHIMIE IN FEET TRACT L4 lb b}}F){}\aL16a c%b :$6qLOT 1 . BLOCK A BRIER CUFF CENTER (VOL. W. PG. 715)N=Rk+*\\0.2036 ACRES-&,a8,869 SQ. FT./\ .~./ g/ e/ /0.1758 ACRES 7,657 SQ. FT 24' FIRELANE & ACCESS EASEMENT (VOL. W, PG. 715) \ \ -*LNOTES: MATCH LINE (SEE SHEET 4) r=n n•HIBnn• Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1 , BLOCK A BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS / //i „ /&//./t. G16mA AmES–L-ET REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com -bc 1 - = 40' r m1 ae Wa T mM T CRG I MCB 1 12/1012020 1 061024039 1 30F 4 NORTH MATCH LINE (SEE SHEET 3) GRmSCALE IN FEET 20' UTILITY EASEMENT (VOL. 7. PG. 55) 0.2036 ACRES 8,869 SQ. FT \ 0.1758 ACRES 7,657 SQ. FT LINE TABLE LINE TABLERnW=[innM[Ln4Da6 36 m972 [LW2 ®2 T5 7FT3 Wo Tg 8Fn4 ©6 ao 9ILmD9 a5 20AUa 13.16' D®8 ©2 T2 aL®3 [9 48.39'16.25'S02'48'26’W 50.02'14.15'N N88'17l30'W 78.26'N38'19'09"E 33.22'N02'48'26'’E b \ N50'24'19'W 58.05'N38'1 9'09'’EFM2m= [L®5 D2 WATER AND WASTEWATER AND TEMPORARY CONSTRUCTION EASEMENT PART OF LOT 1, BLOCK A BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF ; IRON ROD FOUND XF = "X" IN CONCRETE FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER C l"B40' I CRG I MCB 1 lulon020 1 081024039 1 40F4 GENSHEIMER. RILEY 12/10/2020 11:54 AM K:\FTW SURVEY\061024039-DENTON IH-3SE UTILrrIEs\DWG\061024039.DENTON IH-35E UTILITIES EX WW 0.0958 AC.DWG LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1, Block A, Brier ClifF Center, an addition to the City of Denton, Texas according to the plat recorded in Volume. W, Page 715 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at an -X" cut in concrete found at the south end of a right-of-way corner clip at the intersection of the southwest rightof-way line Interstate Highway No. 35 (a variable width right-of-way) and the east right-of-way line of Regal Drive (a variable width rightof-way); from said point a 1/2-inch iron rod found bears North 3'14'25" West, a distance of 25.65 feet THENCE South 19'42'15" West, along the said east rightof-way line of Regal Drive, a distance of 88.50 feet to a point; THENCE departing the said east right-of-way line of Regal Drive, North 71'25'06" East, a distance of 31.41 feet to the POINT OF BEGINNING; THENCE North 71'36'06" East, a distance of 1 3.07 feet to a point for corner; THENCE South 50'24'19" East, a distance of 202.16 feet to a point for corner in the southeast line of said Lot 1; from said point the northeast corner of said Lot 1, and being a point in the said southwest right-of-way line of Interstate Highway No. 35 bears North 38'19'09" East, a distance of 55.54 feet; THENCE South 38'19'09" West, along the said southeast line of Lot I, a distance of 171 .39 feet to the southeast corner of said Lot 1 ; THENCE North 88'17’30" West, along the south line of said Lot 1, a distance of 13.16 feet to a point for corner; THENCE departing the said south line of Lot 1, North 2'48'26" East, a distance of 16.25 feet to a point for corner; THENCE the following nine (9) calls: North 38'19'09" East, a distance of 48.39 feet to a point for corner; North 6'39'35" West, a distance of 14.15 feet to a point for corner; North 38'19'09" East, a distance of 78.26 feet to a point for corner; North 50'24'19" West, a distance of 58.05 feet to a point for corner; North 27'52'05" West, a distance of 25.94 feet to a point for corner; North 50'22'16" West, a distance of 67.71 feet to a point for corner; North 39'39'27'’ East, a distance of 8.92 feet to the POINT OF BEGINNING and containing 8,869 square feet or 0.2036 acres of land, more or less. NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK A BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS /’'’'/’@/&/ ICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILUNGSLEY I We N/A mi eCRG I MCB 1 2Ba020 n 061024039 1 IOF3 GiN©IEIMER. RILEY 2/3/2021 3:39 PM K\FTW SURVEY\061024039-DENTON IH-3SE UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX ww o.2036 AC.owe P.0.C.LEGEND P.0.B. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF ; IRON ROD FOUND XF = "X” IN CONCRErE FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER GRAPHIC SCALE N FE€r 743/ yaogO vIp L4 K{{}};)[> b.: a ++> ,?d._q.>7 --Iq / LOT 1 . BLOCK A BRIER CLIFF CENTER (VOL. W, PG. 715) Kb Sk,-\ \ 0.2036 ACRES./8,869 SQ. FT. g/ e/ / 24' FIRELANE & ACCESS EASEMENT (VOL. W, PG. 71 5) \ \ __*LNOTES:n•=n=•HaiR Hnl•===Hll•••ll•=ll•••ll• MATCH LINE (SEE SHEET 3) Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1 , BLOCK A BRIER CLIFF CENTER MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS r &:QE/ /91 tl 'I C. BILUNGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com Dd 1- . 40' E;iii-mlaTIT7ETWHa CRC I MCB 1 2/3/2020 1 081024039 1 20F 3 MATCH LINE (SEE SHEET 2) -–---– T GRAPHIC SCALE a' UTILW (VOL. 7, PG. 55) 0.2036 ACRES 8,869 SQ. FT NE TABLE hq bEARING FT1HN F25'W ,2'26'’E S71'36'06'W h+nwo nB T2 [Lng mo T3 [Ll®O @B1 [LIW1 Wo m F1®4®TonLN2W79nLm2@a4 BLU5 m9:2 WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK A BRIER CLIFF CENTER MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING P.0.C. = POINT OF COMMENCING IRF = IRON ROD FOUND XF = "X" IN CONCRETE FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER C 1"'4a I CRC I MCB 1 2Bn020 1 061024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 9501 City of Denton, Denton County, Texas, and being part of a the remainder of a called 14.531 acre tract of described in General Warranty Deed to Josten’s Inc., recorded in Volume 571, Page 42 of the Official Deed Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at the intersection of the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) and the west right-of-way line of Regal Drive (a variable width right-of-way), and being the northeast corner of said 14.531 acre tract; from said point a 1/2-inch iron rod with capped stamped “JPH" found bears North 78'’35’44” West, a distance of 1 .25 feet; THENCE South 19'’39'45" West, along the said west right-of-way line of Regal Drive, a distance of 88.85 feet to a point THENCE departing the said west right-of-way line of Regal Drive, North 16'06’51” West, a distance of 21.50 feet to the POINT OF BEGINNING; THENCE North 51'’20'34" West, a distance of 34.68 feet to a point for corner; THENCE North 50'’24'19" West, a distance of 335.53 feet to a point for corner in the southeast line of Lot 2, Block A1 Josten's Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume H, Page 362, of the Plat Records of Denton County, Texas; THENCE North 52'’07'56" East, along the said southeast line of Lot 2, a distance of 20.49 feet to a point for corner; THENCE departing said southeast line of Lot 2, South 50'24’19" East, a distance of 337.26 feet to a point for corner; THENCE South 16'07'12" East, a distance of 34.50 feet to the POINT OF BEGINNING and containing 7,073 square feet or 0.1624 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned1 Registered Professional Land Surveyor, hereby certines that foregoing description accurately sets out the metes and bounds of the easement tract. 4 /3 /20Mm c. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-3354511 WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS michael.billingsley@kimley-horn.com HRH N/A LrLWDA CRG MCB MRm IM Qa/2020 r 061024039 l 1 OF 3 MATCHLINE (SEE SHEET 3)= ngFI +P Iq= M ’q0.1624 ACRES 7,073 SQ. FT.1/2" IRF "JPH" P.0.C. r&) 1:8 i IS GOe r: C !\! i REMAINDER OF CALLED 14.531 ACRES JOSTEN'S, INC (VOL. 571, PG. 42) P.0.B. LINE TABLE BEARING LENGTHNO. N15'58'50'W 20.04Ll 34.681N51 '20'34'WL2 N52'07'56"E 20.49’L3 S16'07'12"E 34.50' LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. - g/3/?oarmFET=attR®IF WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com Ma I" B 40' r CRb I MCB 1 8na020 1 061024030 1 20F3 GRAPHIC SCALE IN FEET \LOT 2, BLOCK A JOSTENS ADDITION (VOL. H, PG. 362) 0.1624 ACRES / / 7,073 SQ. / / REMAINDER OF CALLED 14.531 ACRES JOSTEN'S. INC (VOL. 571, PG. 42) / /NmTmLlmBTg :#£F2) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS C 1"=40' 1 CRG I MCB 1 81212020 1 081024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 2, Block A, Josten's Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume H, Page 362 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the north line of said Lot 2; from which the northeast corner of said Lot 2 bears South 86'29'04" East, a distance of 145.62 feet; THENCE departing said north line of Lot 2, South 46'44’36" East, a distance of 97.24 feet to a point for corner; THENCE South 50'24'19" East, a distance of 162.74 feet to a point in the southeast line of said Lot 2; THENCE South 52'07'56" West, along the said southeast line of Lot 2, a distance of 20.49 feet to a point for corner; THENCE departing the said southeast line of Lot 2, North 50'24'19" West, a distance of 158.94 feet to a point for corner THENCE North 46'44'36" West, a distance of 121.94 feet to a point for corner in the said north line of Lot 2; from said point a 1/2-inch iron rod found for the northwest corner of said Lot 2 bears North 86'29’C)4'’ West, a distance of 413.51 feet; THENCE South 86'29'04" East, along the said north line of Lot 2, a distance of 31.28 feet to the POINT OF BEGINNING and containing 5,409 square feet or 0.1242 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. -' e/3/Zo C GrarnE TB M&sI–ET REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 WATER AND WASTEWATER EASEMENT LOT 2. BLOCK A, JOSTENS ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS michael.billingsley@kimley-horn.com Un N/A r CRG I MCB 1 9an020 1 061024039 1 IOF2 GENSHEIMER. RLEY 9/3/2020 12:15 PM C:\SUBDRIVES\KDRIVE\061024039 - DENTON IH35 UTILITIES (2)\THIRD ROUND\061024039DENTON IH45E UTILrrIES MASTER f3).DWG INTERSTATE :IJEl£Ev3DYHLYG?:o::IE 145.62. 1/2"\ \ \_ L3• L2 \ P.0.B. S86'29'04”E===H= qUe \ -\ \ \a \\\ \ \\ \ \ \eXe”N0.1242 ACRES 5,409 SQ. FT.20' SIDEWALK & UTILITY EASEMENT VOL. H. PG. 362 \ \ \ \ IO' WATER LINE EASEMENT LOT 2, BLOCK A JOSTENS ADDITION (VOL. H, PG. 362) PROPOSED TXDOT RIGHT-OF-WAY DEDICATION LINE TABLE hmRWM FLy7H5 [L_lollv_] LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER \\\ \/ / /NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. all//::::idl,.WATER AND WASTEWATER EASEMENT LOT 2. BLOCK A. JOSTENS ADDITION MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com Un 1- = 4a a-;iE:mImHZCRC I MCB 1 9nn020 t 081024039 1 20F2 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of a the remainder of a called 14.531 acre tract of described in General Warranty Deed to Josten’s Inc., recorded in Volume 571. Page 42 of the Official Deed Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the southwest right-of-way line of Interstate Highway No. 35-E, and being a point in the north line of said 14.531 acre tract; from which an aluminum disk stamped "TXDOT- found bears North 46'44'36" West a distance of 307.43 feet; THENCE departing said north line of said 14.531 acre tract, South 46'44'36" East, along the said southwest right-of-way line of Interstate Highway No. 35-E, a distance of 61.11 feet to a point for corner in the north line of Lot 2, Block A, Josten's Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume H, Page 362, of the Plat Records of Denton County, Texas; THENCE departing said southwest right-of-way line of Interstate Highway No. 35-E, North 86'29'04'’ West, along said north line of Lot 2, a distance of 31.28 feet to a point for corner; from said point a 1/2-inch iron rod found for the northwest corner of said Lot 2 bears North 86'29'04" West, a distance of 413.51 feet; THENCE departing said north line of Lot 2, North 46'44'36" West, a distance of 56.81 feet to a point for in the said north line of the 14.531 acre tract; THENCE North 87'54'07" East. along the said north line of the 14.531 acre tract, a distance of 28.11 feet to the POINT OF BEGINNING and containing 1,179 square feet or 0.0271 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS ac . BILLINGSLEY REGISTERED PROFESSIONAL : MICHAEL CLEO BILUNGSLEYLAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-3354511 6558 IFESS SUR michael.billingsley@kimley-horn.com RnII N/A MbEml me W F nIgH CRG I MCB 1 9/2/2020 1 061024039 1 IOF2 \ \ AD 'rxDor’. \ \ \ \ \ \ \ \ \ \ \ \ LINE TABLE t\ NokTHhnFwA A GRt!!vIMRfE IN FEET CALLED 1.570 ACRES JOSTEN'S. INC (VOL. 571, PG. 39) REMAINDER OF CALLED 14.531 ACRES JOSTEN'S, INC (VOL. 571, PG. 42)m4"w a3R a n====n '0.0271 1,179 SQ. FT ACRES 1/2" IRF LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. ; VOLUME INST. NO. = 1NSTRUMENT NUMBER LOT 2. BLOCK A JOSTENS ADDITION (VOL. H, PG. 362) \ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor. hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. //T;“'“XM/z,mI TBmM3tR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS Ms 1 - = 40' D go CRC I MCB 1 9nn020 1 061024039 1 2 OF2 GENSHEIMER. RILEY 9/3n020 1 l:33 AM C:\SU8DRIVES\KDRIVE\061024039 - DENTON IH-35 UTILITIES (2)\THIRD ROUND\061024039-DENTON IH-35E UTILITIES MASTER f2).DWG LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of a called 3 acre tract of land described in Warranty Deed to B. A. Badie recorded in Instrument No. 2019-115603 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped "TXDOT" found in the southwest right-of-way line of Interstate Highway No. 35. (a variable width right-of-way), and being in the southeast line of said 3 acre tract; THENCE South 37'55'39" West, along the said southeast line of the 3 acre tract, a distance of 28.12 feet to a point for corner; THENCE departing the said southeast line of the 3 acre tract, North 46'44'36" West, a distance of 37.45 feet to a point for corner; THENCE North 48'21'36" West, a distance of 165.30 feet to a point for corner in the northwest line of said 3 acre tract; from said point a 1/2-inch iron rod found for the southwest corner of said 3 acre tract bears South 39'29’17'’ West, a distance of 473.20 feet; THENCE North 39'29’17" East, along the said northwest line of the 3 acre tract, a distance of 28.02 feet to a point for corner in the said southwest right-of-way line of Interstate Highway No. 35; THENCE departing the said northwest line of the 3 acre tract, South 48'21'36" East, along the said southwest right-of-way line of Interstate Highway No. 35, a distance of 166.75 feet to a point for corner; THENCE continuing along the said southwest right-of-way line of Interstate Highway No. 35, South 46'44'36" East, a distance of 35.24 feet to the POINT OF BEGINNING and containing 5,667 square feet or 0.1301 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. /?'..4/ty /2 i> WATER AND WASTEWATER AND ELECTRIC EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com -bc N/A mTTMFLao MMMJ8H I MC8 1 8125n020 1 061024039 1 IOF2 LOT 1 R, BLOCK B 1 UNICORN LAKE I (VOL. w. PG. 358) J / N I I I '’!{; 0 4020 GRAPHIcMArLE IN FEET :/ .0.1301 ACRES 5,667 SQ. FT. P.0.B. REMAINDER OF CALLED 3 ACRES B. A. BADIE (INST. NO. 2019-1 15603) ADF ADF LINE TABLE BN 1 28.12' 37.45' 165.30' GMF®5 @To F6 166.75' D7 35.24 16' PUBLIC UTILITY EASEMENT (VOL. 1130, PG. 214) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER / .,6ALLED 1.570 ACRES JOSTEN'S, INC (VOL. 571, PG. 39) NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. /n// ' ,Z)do I REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com WATER AND WASTEWATER AND ELECTRIC EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS Uc 1" = 40' ZUIU ITe @ mr cJ8H I MCB I &n5n020 1 081024039 1 20F2 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot IFt, Block B, Unicorn Lake, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2011-142 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at the intersection of the southwest right-of-way line of Interstate Highway No. 35 (a variable width rightof-way) and the southeast right-of-way line of Windriver Lane (80-foot wide right-of-way), and being the north corner of said Lot 1 R; THENCE South 39'’29'34' West, along the said southeast right-of-way line of Windriver Lane, a distance of 91 .44 feet to an aluminum disk stamped "TXDOT” found; THENCE departing the said southeast rightaf-way line of Windriver Lane, North 84'36'00- East, a distance of 18.40 feet to the POINT OF BEGINNING; THENCE North 84'36'00" East, a distance of 39.60 feet to a point for corner; THENCE South 50'24'19'' East, a distance of 90.00 feet to a point for corner; THENCE South 48'’21'36" East, a distance of 1 1 3.43 feet to a point in the southeast line of said Lot 1 R: THENCE South 39'29'17" West, along the said southeast line of Lot IR, a distance of 28.02 feet to a point for corner; from said point a 5/8-inch iron rod found for the south corner of Lot 2FR, in said Block B bears South 39'28'03" West, a distance of 488.81 feet; THENCE departing said southeast line of Lot IR, North 48'21'36" West, a distance of 113.99 feet to a point for corner THENCE North 50'24'19" West, a distance of 117.51feet to the POINT OF BEGINNING and containing 6,089 square feet or 0.1389 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 R, BLOCK B, UNICORN LAKE MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS '. ,?/7</1, ICHAEL C BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com IMICHAELCLEO BILUNGSLEY Ta–ruHr 7©ET WTaN/A 1 J8H I MCB 1 812512020 1 061024039 1 IOF3 \ NOkTH SIGN EASEMENT CAB. W. SLIDE 358 p.0.B: 16' PUBLIC UTILITY EASEMENT CAB. W, SLIDE 358 / /’ / / LOT 1 R, BLOCK B UNICORN LAKE (INST. NO. 201 1-142) 0.1398 ACRES-I I 116,089 SQ. FT. LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER CAB. = CABINET ADF = ALUMINUM DISK STAMPED 'TXDOT" FOUND NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes aDd bounds of the WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 R, BLOCK B, UNICORN LAKE MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS „ q/29/1. c vr me W I HbO 1"=40' 1 JBH I MCB 1 81292020 1 061024038 1 20F3 LINE TABLE I N 1C) T 1 B 1D!\ R 1 N 1C=11 S39'29'34'W N84'36'OO"E N 8 4 o 3 6 1 o o H E 1 3 9 + 6 o I I !!90.OO' 113.43' WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 R. BLOCK B. UNICORN LAKE MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS c r me @ FoN/A 1 JU 1 MGB 1 N25/2020 1 061024039 1 30F3 GENSHEIMER, RILEY 9/25/2(120 8:31 AM K:\FIW SURVEY\CB1024039'DENTON IH35E UTILITIES\DWG\061024039'DENTON IH-35E UTILITIES EX WW 0.1389 AC,DWG LEGAL DESCRIPTION WATER AND WASTEWATER EASEMENT BEING a tract of land in the Memphis, El Paso & Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being a part of Lot 1 , Block A, Bone Daddy’s Denton Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2015-123 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: COMMENCING at the intersection of the southwest right-of-way line of Interstate Highway No. 35 (a variable width rightof-way) and the northwest right-of-way line of Windriver Lane (an 80-foot right-of-way); from said point an aluminum disk stamped ''TXDOT found in the southeast rightnf-way line of said Windriver Lane bears South 1'29'14" East, a distance of 121.61 feet; THENCE departing the said southwest right-of-way line of Interstate Highway No. 35, South 39'29'34'’ West along the said northwest right-of-way line of Windriver Lane a distance of 91.88 feet to a point; THENCE departing the said northwest right-of-way line of Windriver Lane, North 08'58’12” West, a distance of 13.11 feet to the POINT OF BEGINNING; THENCE the following five (5) Galls: North 53'’02'23" West, a distance of 23.21 feet to a point for corner; North 52'’03'57'’ West, a distance of 30.06 feet to a point for corner; North 37'’27'04" East, a distance of 7.68 feet to a point for corner; North 50'’24'19" West, a distance of 94.51 feet to a point for corner; North 48'’58'20'' West, a distance of 39.75 feet to a point for corner in the northwest line of said Lot 1 ; THENCE North 39'’20'20" East, along the said northwest line of Lot 1, a distance of 20.01 feet to a point for corner; from said point the north corner of said Lot 1 bears North 39'20’2CY' East, a distance of 56.57 feet; THENCE departing the said northwest line of Lot 1, South 48'58'20" East, a distance of 40.09 feet to a point for corner THENCE South 50'’24'19" East, a distance of 1 18.63 feet to a point for corner; THENCE South 8'58'12" East, a distance of 38.89 feet to the POINT OF BEGINNING and containing 0.0860 acres or 3,745 square feet of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract.WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 . BLOCK A BONE DADDY'S DENTON ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY. TEXAS B–TUPe hae WM1N/A 1 CRG I MCB I Ia/In020 1 081024039 1 IOF3 / / / {/ S.W.E. (INST. NO. 2015-123) a\ NokTH20' P.U.E. (INST. NO. 2015-123) \ / 16' U.E VOL. 4592. PG. 1245 R.P.R.D.C.T. S.W.E (INST. NO. 2015-123) SCALE IN FEET f Aye **'::‘ PUBLIC ACCESS AND FIRE LANE EASEMENT INST. NO. 2004-38409 R.P.R.D.C.T. 0.0860 ACRES 3,745 SQ. FT. 24' PUBLIC ACCESS AND FIRE LANE EASEMENT LEGEND (INST. NO. 201 &123) P.0.C. = POINT OF COMMENCING P.0.8. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF ; ALUMINUM DISK STAMPED "TXDOT' FOUND S.W.E. ; SIDEWALK EASEMENT U.E. = UTILITY EASEMENT P.U.E. ; PUBLIC UTILITY EASEMENT R.0.W. = RIGHT-OF-WAY PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER (?q+J. / // / /P.0.B Erqb K) IF S.W.E $le(INST. NO. 2015-1 23) C/) / / / / / / 16' U.E /nb\– VOLi 4592. PG.R.P.R.D.C.T. 1245 NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out ELECTRIC EASEMENT PART OF LOT 1 , BLOCK A BONE DADDY'S DENTON ADDITION WATER AND WASTEWATER AND C /. J //z. F REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS FORT WORTH. TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com bc l"B4a Id CRG I MCB I Ia/ln020 TIM 061024039 1 20F3 lltPZI.Dk: Hd11191 III: BH 411 i .111 :+RV///alxaHo7Ja.Ii’Kcl LINE TABLE N53'02'23'W 1 L 3 1 N 5 2 o o 3 1 5 7 1 w L4 N37'27'04"E N48'58'20'WL5 [ ES48'58'20’'E S08'58'12’'E 23.21 30.06' 7.68' 39.75' 20.01 40.09' 38.89' WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1, BLOCK A BONE DADDY'S DENTON ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS a 1"=4a I CRG I MCB 1 laln020 1 061024039 1 30F3 LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 2, Block A, Denton Commons, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2018-6 of the Official Public Records of Denton County, Texas, and being more particulady described as follows: BEGINNING at a PK nail found for a point in the southeast line of said Lot 2; from said point the east corner of said Lot 2, and being a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears North 39'36’08" East, a distance of 50.07 feet; THENCE South 39'’36'08" West, along said southeast line, a distance of 20.02 feet to a point for corner; from said point a 5/8-inch iron rod found for the southeast corner of said Lot 2 bears South 39'36'08" West, a distance of 242.81 feet; THENCE departing said southeast line, North 48'04'41" West, a distance of 227.65 feet to a point in the northwest line of said Lot 2; THENCE North 39'03'35" East, along said northwest line, a distance of 20.03 feet to a point for corner; THENCE departing said northwest line, South 48'04'41'’ East, a distance of 227.84 feet to the POINT OF BEGINNING and containing 4,555 square feet or 0.1046 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 2. BLOCK A DENTON COMMONS MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS //?'-./,Z" MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com bc N/A mi=TaTW T£e©oJ8H I MCB I HI/2020 1 061024039 1 IOF2 JRVF Y\061024039-OF FULbllUl5E U rILITIEs\DVd’G„Qt laT) VJ INTERSTATE HIGHWAY NO. 35-E \\\\ \\ (A VARIABLE WIDTH RIGHT-OF-WAY) GRAPHIC SCALE IN FEET 20' UTILITY EASEMENT INST. NO. 20184 \ \PROPOSED TXDOT RIGHT-OF-WAY DEDICATION \ >f' ~~\\\\\\ / / 24' ACCESS & UTILITY EASEMEVr INST. NO. 20184 \\\ \\\ 0.1046 ACRES 4,555 SQ. FT. '\ S39'36'08'W 242.81 20.03' 50.07' LOT 2, BLOCK A DENTON COMMONS (INST. NO. 2018-6) \PKF N39'3e08''E LEGEND 30' UTILITY EASEMENT INST. NO. 2016-6 / /P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PKF = PK NAIL FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 16' UTILITY EASEMENT INST. NO. 2016-32546 / / / / NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment). North Central Zone (4202), A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. q/l 7ZQ ICHAEL c. BILLINGglaY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com WATER AND WASTEWATER EASEMENT PART OF LOT 2, BLOCK A DENTON COMMONS MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS IMICHAEL CLEO BILUNGSLEY: Ml 1- = 40' r e JBH I MCB I WIn020 @kgaLm1 061024039 1 20F2 HOPPER. BRADIN 91/2020 4:51 PM K\Frw SURVEYW61024039-DENTON IH45E UTILITIES\DWG\061024039.DENTON tH-35E UTILITIES EX WW 0.1046 AC.DWG LEGAL DESCRIPTION BEING a tract of land situated in the Daniel Lombard Survey, Abstract No. 784, City of Denton, Denton County, Texas, and being part of a called 4.4753 acre tract of land described in Special Warranty Deed with Vendor's Lien to Dariush H. Heidary, M.D. recorded in Volume 2960, Page 287 of the Deed Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped "TXDOT” found in the east line of Lot 1, Block 1 Achievers Gymnastic Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 1 16 of the Plat Records of Denton County, Texas; from said point the northeast corner of said Lot 1, and being a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears North 01'46'3CY' East, a distance of 45.07 feet; THENCE departing the said east line of Lot 1, Block 1, South 51'14'56" East, a distance of 40.41 feet to a point for corner in the northwest line of Lot 1, Block A, Denton Commons, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2018-6 of the Official Public Reoords of Denton, Texas; THENCE South 6'’49’56'’ East, along the said northwest line of Lot 1, Block A, a distance of 0.48 feet to a point at the beginning of a non-tangent curve to the right having a central angle of 24'43'00", a radius of 54.94 feet, a chord bearing and distance of South 5'29’27" West, 23.52 feet; THENCE continuing along said northwest line of Lot 1, Block A, in a southwestedy direction, with said curve to the right, an arc distance of 23.70 feet to a point for corner; THENCE North 51'14'56" West, a distance of 38.60 feet to a point for corner in the said east line of Lot 1, Block 1; from said point a 1/2-inch iron rod found for the southeast corner of said Lot 1, Block 1 bears South 1'46'30" West, a distance of 28.26 feet; THENCE North 1'46'47" East, along the said east line of Lot 1, Block 1, a distance of 25.03 feet to the POINT OF BEGINNING and containing 811 square feet or 0.0186 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. ,£;:=:££/,,WATER AND WASTEWATER EASEMENT DANIEL LOMBARD SURVEY. ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com m& N/A -mfTmF©a-=MTaJBH I MCB 1 812512020 1 061024039 1 IOF2 \ \ \\ \ \\ \ INTERSTATE NORTHHIGHWAY NO. 35-E \(A VARIABLE WIDTH RIGHT-OF-WAY) PROPOSED TXDOT RIGHT-OF-WAY DEDICATION \*:\ 20' PUBLIC UTILITY &\ SIDEWALK EASEMEVr --/\ (VOL. R, PG. 116) \ LOTI.BLOCKI \ ACHIEVERS GYMNASTICS ADDITION (VOL. R, PG. 116) PROPOSED TXDOT UTILITY EASEMENT \ IO' BUILDING LINE (VOL. R, PG. 116) CALLED 4.4753 ACRES DARIUSH H. HEIDARY M.D (VOL. 2960. PG. 287) \\ \ \\\ \ –-I– I I I I I \ I I [ I I I I \ I I \ LOT 1. BLOCK A DENTON COMMONS (INST. NO. 2018-6) LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby cedifies that this survey plat accurately sets out the metes and bounds of the easement tract. / '//„ qI,J.,mIE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335451 1 michael.billingsley@kimley-horn.com WATER AND WASTEWATER EASEMENT DANIEL LOMBARD SURVEY, ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS We I" B 40' r Te amr mJBH I MCB 1 812512020 1 061024039 1 20F2 LEGAL DESCRIPTION BEING a tract of land situated in the Daniel Lombard Survey, Abstract No. 784, City of Denton, Denton County, Texas, and being part of Lot 1, Block 1 Achievers Gymnastic Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page 116 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped ''TXDOT found in the east line of said Lot 1; from said point the northeast corner of said Lot 1, and being a point in the southwest right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears North 01'46'3CY' East, a distance of 45.07 feet; THENCE South 1'46'30" West, along the said east line of Lot 1, a distance of 25.04 feet to a point for corner; from said point a 1/2-inch iron rod found for the southeast corner of said Lot 1 bears South 1'46'30" West, a distance of 28.26 feet; THENCE departing the said east line of Lot 1, North 51'14'56" West, a distance of 62.48 feet to a point for cornec THENCE the following three (3) calls: North 51'’20'46" West, a distance of 131.08 feet to a point for corner; North 47'19'58" West, a distance of 100.05 feet to a point for corner; North 51'20'46" West, a distance of 71.10 feet to a point for corner in the northwest line of said Lot I ; THENCE North 38'29'32" East, along the said northwest line of Lot 1, a distance of 20.00 feet to a point for corner; THENCE departing the said northwest line of Lot 1, South 51'20’46" East, a distance of 71.66 feet to a point for corner THENCE the following three (3) calls: South 47'20'31 " East, a distance of 100.24 feet to a point for corner; South 51'20'46" East, a distance of 130.40 feet to a point for corner; South 51'14'56" East, a distance of 47.44 feet to the POINT OF BEGINNING and containing 7,144 square feet or 0.1640 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. =Z„:y./- ,WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK 1 ACHIEVERS GYMNASTIC ADDITION DANIEL LOMBARD SURVEY, ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY. TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com We N/A IQ©££UT wTtJBH I MCB 1 8/25n020 1 081024039 1 IOF3 T =,= ,=.=.L,=, Or\ \ MATCH LINE (SEE SHEET 3) \ INTERSTATE HIGHWAY NO. 35-E \ (A VARIABLE WIDTH RIGHT-OF-WAY) \GRAPHIC SCALE IN FEET LOT 1 , BLOCK 1 ACHIEVERS GYMNASTICS ADDITION (VOL. R, PG. 116) PROPOSED TXDOT RIGHT-OF-WAY DEDICATION (5/8" IRF S IO'20'06" E 1.40') 0.1640 ACRES 7,144 SQ. FT. ADF ADF PROPOSED TXDOT UTILITY EASEMENT ADF IO' BUILDING LINE (VOL. R, PG. 116) DARIUSH H. HEIDARY M.D (VOL. 2960. PG. 287) LEGEND IRF = IRON ROD FOUND ! ADF = ALUMINUM DISK \ STAMPED ''TXDOT' FOUND IPG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER I P.O.B. = POINT OF BEGINNING I LOT 1 , BLOCK A DENTON COMMONS (INST. NO. 2018-6) NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. ?//2 _' a/ 1 /1 g WATER AND WASTEWATER EASEMENT PART OF LOT 1 . BLOCK 1 ACHIEVERS GYMNASTIC ADDITION DANIEL LOMBARD SURVEY, ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS HI REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335451 1 michael.billingsley@ktmley-horn.com WC 1 " = 40' r JBH I MCB 1 81292020 1 06102403g 1 2 OF3 (PKNF S 34'52'14" W 6.01 ') LOT 1, BLOCK A ACTION CARPET ADDITION (VOL. N, PG. 355) ~§ PROPOSED TXDOT RIGHT-OF-WAY DEDICATION 50' BUILDING LINE (VOL. R, PG. 116) / LINE TABLE I N 1C) p 1 B IE)!\ R 1 N G 1 L E N 1(1=1F T H I SO1'46'30'W 25.04 28.26'SO1'46'1 5'W N51'14'56'W 62.48' N51'20'46'W N47'19'58'W IOO.05' N51 '20’46'W LINE TABLEbmmM [L@@To[LNW .66’ [L@9 0 LOT 1. BLOCK 1 ACHIEVERS GYMNASTICS ADDITION (VOL. R, PG. 116)LIO S51'20'46"E 130.40' L1 1 S51'14'56''E 47.44 NOI '46'30'’EL12 45.07' 0.1640 ACRES 7,144 SQ. FT. MATCH LINE (SEE SHEET 2)••lIH=••••ll•n•ll• n=R WATER AND WASTEWATER EASEMENT PART OF LOT 1 . BLOCK 1 ACHIEVERS GYMNASTIC ADDITION DANIEL LOMBARD SURVEY. ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED 'TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER me 1 " = 40' Emma –rana–JBH I MCB I Bas,12020 1 061024030 1 30F 3 LEGAL DESCRIPTION BEING a tract of land situated in the J. Worrall Survey, Abstract No. 1433, City of Denton, Denton County, Texas, and being part of Lot 1, Block 1 , Southern Hills Plaza Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume U, Page 556 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the northwest line of said Lot 1; from said point the west corner of said Lot 1, and being a point in the northeast right-of.way line of Interstate Highway No. 35 (a variable width right-of-way) bears South 38'30'05'’ West, a distance of 55.45 feet; THENCE North 38'’30'05" East, a distance of 20.07 feet to a point for corner; from said point an "X" cut in concrete found bears North 83'21'00" West, a distance of 39.17 feet; THENCE departing the said northeast line of Lot 1, South 47'01'49" East, a distance of 233.17 feet to a point for corner THENCE North 84'27'43" East, a distance of 59.15 feet to a point for corner; THENCE South 51'’07'20" East, a distance of 8.03 feet to a point for corner in the southeast line of said Lot 1 ; THENCE South 38'’29'49" West, along the said southeast line of Lot 1 , a distance of 20.01 feet to a point for corner; THENCE departing the said southeast line of Lot 1, South 84'27'43" West, a distance of 60.00 feet to a point for corner THENCE North 47'01'49'' West, a distance of 240.62 feet to the POINT OF BEGINNING and containing 6,011 square feet or 0.1380 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. dr.HI/WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK 1 SOUTHERN HILLS PLAZA J. WORRALL SURVEY. ABSTRACT NO. 1433 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com JsaIg N/A r laBLTa bELL 1 nH 1 MCB 1 8/2a2020 1 061024039 1 1 OF 2 \ r –l/\\\ XF \/\{\ J// / / // - 24' MUTUAL ACCESSa EASEMENT (CAB. B, PG. 556) / /+ / 16' DRAINAGE EASEMENT (CAB. U, PG. 556) LOT 1, BLOCK 1 SOUTHERN ;4.1/HILLS PLAZA I\\V (VOL. U, PG. 556) \ }*\I I 20' PUBLIC UTILITY EASEMENT (CAB. U, PG. 556)oS.,e 15' LONE STAR GAS EASEMENT (VOL. 1005, PG. 776)\\ \\\\\- .0.1380 ACRES 16' DRAINAGE EASEMENT (CAB. U, PG. 556) ,/:\\6,011 SQ. FT, I I 20' PUBLIC UTILITY ESMT. (INST. NO. 94-RO032575)N \ t;Co. b ./'’ a '0 -\ \' \'. -'., \ -\.I 'eA .\\\ \ \\ /: UP.- &\Lb‘ 'b :+ qB SQQQ \LEGEND PROPOSED TXDOT RIGHT-OF-WAY DEDICATIONP.0.B. = POINT OF BEGINNING XF = CUT "+" FOUND TXDOT = TXDOT MONUMENT PG. = PAGE VOL. = VOLUME CAB. = CABINET INST. NO. = 1NSTRUMENT NUMBER \In3 6' SIDEWALK/ PEDESTRIAN EASEMENT (CAB. U, PG. 556) J>t\/ -\\\\\/ / NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1 , BLOCK 1 SOUTHERN HILLS PLAZA J. WORRALL SURVEY. ABSTRACT NO. 1433 CITY OF DENTON, DENTON COUNTY, TEXAS D 1-=40' 1 J8H I MCB 1 812512020 1 061024039 1 20F2 LEGAL DESCRIPTION BEING a tract of land situated in the J. Worrall Survey, Abstract No. 1433, City of Denton, Denton County, Texas, and being part of Lot 2, Block 1, Southern Hills Plaza Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume U, Page 556 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped “TXDOT found in the northwest line of said Lot 2; from said point the west corner of said Lot 2, and being a point in the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears South 38'30'05" West, a distance of 56.93 feet; THENCE North 38'’30'05" East, along the said northwest line of said Lot 2, a distance of 20.01 feet to a point for corner; THENCE departing the said northwest line of Lot 2, South 51'54'08" East, a distance of 86.64 feet to a point for corner, THENCE South 51'20’46'’ East, a distance of 58.02 feet to a point for corner; THENCE South 47'Of'49" East, a distance of 24.33 feet to a point for corner in the southeast line of said Lot 2; THENCE South 38'’30'05" West, along the said southeast line of Lot 2, a distance of 20.07 feet to a point for corner; from said point the south corner of said Lot 2, and being a point in the said northeast right-of-way line of Interstate Highway No. 35 bears bears South 38'30'05" West, a distance of 55.44 feet; THENCE North 47'’O1'49" West, along the south line of said Lot 2, a distance of 25.14 feet to a “TXDOT" monument found for corner: THENCE North 51'’20’46" West, a distance of 57.17 feet to an aluminum disk stamped “TXDOT” found for corner; THENCE North 51'’54'08" West, a distance of 86.68 feet to the POINT OF BEGINNING and containing 3,381 square feet or 0.0776 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 2 SOUTHERN HILLS PLAZA ADDITION J. WORRALL SURVEY. ABSTRACT NO. 1433 CITY OF DENTON, DENTON COUNTY, TEXAS anrr Fe ©7Tnc £@£1EgN/A 1 JBH I MLB 1 8nM020 1 061024039 1 IOF2 24' MUTUAL ACCESS EASEMENT (CAB. B, PG. 556) INTERSTATE HIGHWAY NO. 35-E (A VARIABLE WIDTH RIGHT-OF-WAY) \ LEGEND \\* \P.0.B. = POINT OF BEGINNING ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 20' PUBLIC UTILITY ESMT. (CAB. U, PG: 556) \ \ \ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land the metes and bounds of the easement tract ==(::(ZZ ag;q E LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com rE REGISTERED PROFESSIONAL Surveyor, hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER EASEMENT PART OF LOT 2 SOUTHERN HILLS PLAZA ADDITION J. WORRALL SURVEY, ABSTRACT NO. 1433 CITY OF DENTON, DENTON COUNTY, TEXAS HrH 1 ” = 40' r He w=BkgnoJBH I MCB 1 81292020 1 061024039 1 20F2 LEGAL DESCRIPTION BEING a tract of land situated in the J. Worrall Survey, Abstract No. 1433, City of Denton , Denton County, Texas, and being part of Lot 3, Block 1, Southern Hills Plaza Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume U, Page 556 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the northwest line of said Lot 3; from which a cut "X- found for a southwest corner of said Lot 3, and being on the northeast right-of-way of Interstate Highway No. 35 (a variable width right-of-way) bears South 18'24'29" West. a distance of 47.75 feet; THENCE North 38'’30'05" East, along the said northwest line of Lot 3, a distance of 20.01 feet to a point for corner; THENCE departing the said northwest line of Lot 3, South 51'54'08" East, a distance of 201 .01 feet to a point for corner in the southeast line of said Lot 3; THENCE South 38'30'05" West, along the said southeast line of Lot 3, a distance of 20.01 feet to a TXDOT monument found for corner; THENCE departing the said southeast line of Lot 3, North 51'54'08" West, a distance of 201.01 feet to the POINT OF BEGINNING and containing 4,021 square feet or 0.0923 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. +7:6/81l73 WATER AND WASTEWATER EASEMENT PART OF LOT 3, BLOCK 1 SOUTHERN HILLS PLAZA ADDITION J. WORRALL SURVEY, ABSTRACT NO. 1433 CITY OF DENTON, DENTON COUNTY, TEXAS al REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILUNGSLEY m N/A D J8H I MCB 1 812512020 1 081024039 1 1 OF 2 // \ \\ 16' PUBLIC a\ NokTH 0 4020 GRAPaBa:2@ IN FEET I \ /LOT 3, BLOCK 1 SOUTHERN HILLS PLAZA 1/ 24' MUTUAL ACCESS EASEMENT (CAB. B. PG. 556)(VOL.PG. 556) / \/.A ./ \/./ / -0.0923 ACRES XF ~4,021 SQ. FT / 15' LONE STAR GAS EASEMENT (VOL. 1005, PG. 776) f@~ \ 16' DRAINAGE EASEMENT (CAB. U, PG. 556) / PROPOSED TXDOT RIGHT-OF-WAY DEDICATION / I \ \, \. \ADF LEGEND P.0.B. = POINT OF BEGINNING PG. = PAGE VOL. = VOLUME CAB. = CABINET INST. NO. = 1NSTRUMENT NUMBER XF = CUT -+" FOUND ADF ; ALUMINUM DISK STAMPED "TXDOT" MONUMENT EASEMENT (CAB. U. PG. 556) NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certines that this survey plat accurately sets outthe metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 3, BLOCK 1 SOUTHERN HILLS PLAZA ADDITION J. WORRALL SURVEY, ABSTRACT NO. 1433 CITY OF DENTON, DENTON COUNTY, TEXASREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 D 1"=40' 1 JBH I MCB 1 8a5n020 1 061024039 1 20F2 LEGAL DESCRIPTION BEING a tract of land situated in the J. Worrall Survey, Abstract No. 1433 and the D. Lombard Survey, Abstract No. 784, City of Denton , Denton County, Texas, and being part of Lot 4-R, Block 1, Southern Hills Plaza Addition, an addition to the City of Denton, Texas according to the plat recorded in Document No. 2009-3 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the northwest line of said Lot 4-R; from said point a 1/2-inch iron rod with cap stamped -WAI" found for the west corner of said Lot 4-R, and being in the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears South 48'50'07'' West, a distance of 57.28 feet; THENCE North 48'50'07" East, along the said northwest line of Lot 4-R, a distance of 20.19 feet to a point for corner THENCE departing the said northwest Une of Lot 4-R, South 48'51'56" East, a distance of 66.25 feet to a point for corner THENCE South 46'42'57" East, a distance of 197.72 feet to a point for corner; THENCE South 51'54'08" East, a distance of 1 .37 feet to a point for corner in the southeast line of said Lot 4-R; THENCE South 38'30'05" West, along the said southeast line of Lot 4-R, a distance of 20.01 feet to a point for corner; from said point an "X" cut in concrete found for a southwest corner of Lot 3, Block 1, Southern Hills Plaza Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume U, Page 556 of said Plat Records bears South 18'24'29" East, a distance of 47.75 feet; THENCE departing the said southeast line of Lot 4-R, North 51'54'08'' West, a distance of 2.14 feet to a point for corner THENCE North 46'42'57" West, a distance of 198.25 feet to a point for corner; THENCE North 48'51'56" West, a distance of 68.58 feet to the POINT OF BEGINNING and containing 5,344 square feet or 0.1227 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby ceRifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 4-R. BLOCK 1 SOUTHERN HILLS PLAZA ADDITION J. WORRALL SURVEY. ABSTRACT NO. 1433 & D. LOMBARD SURVEY, ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS Ire d/31 ) ja GTmiEFfiTmRG3tEV REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com BaLa N/A r J8H I MCB 1 812512020 1 061024039 1 1 OF 2 / 10'x40' MUTUAL SIGN EASEMENT (CAB. U, PG. 556)/ 1 IO' GAS LINE - EASEMENT (INST. NO. 2009-3) [LWNo [L lmm S51'54'08"E S38'30'05-W N51'54'08W N48'51'56'W 20.19' 66.25' 1.37' 20.01 2.14 68.58 (S PROPOSED TXDOT RIGHT-OF-WAY DEDICATION I:=~:;{':\\ \\J.:\ -0.1227 ACRES 5,344 SQ.FT,L7 1 s18'24'29-w 47.75' L8 1 s48'50'30-w1/2" IRFC WAI- \roI V, C$LOT 4-R. BLOCK 1 SOUTHERN HILLS PLAZA (INST. NO. 2009-3)P.0.B.\\\,“'& --iN 6' SIDEWALK/PEDESTRIAN EASEMENT (CAB. U. PG. 556) 24' MUTUAL ACCESS (N PJ \\q*\ \ \20' PUBLIC UTILITY ESMT. (CAB. U, PG. 556) q4:a.(\ ’4/o/ \ \\ LEGEND P.0.B. = POINT OF BEGINNING XF = CUT -+- FOUND PG. = PAGE CAB. = CABINET INST. NO. = 1NSTRUMENT NUMBER 16' DRAINAGE EASEMENT (CAB. U, PG. 556) ’\ 15' LONE STAR GAS EASEMENT (VOL. 1005. PG. 776)NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Centra1 Zone (4202). A metes and bounds doscription of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. Z,<1. REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET. UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 a/3' /2P b michael.billingsley@kimiey-horn.com /1 hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER EASEMENT PART OF LOT 4-R, BLOCK 1 SOUTHERN HILLS PLAZA ADDITION J. WORRALL SURVEY. ABSTRACT NO. 1433 & D. LOMBARD SURVEY. ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS We 1- = 40' k J8H I MCB 1 8125/2020 1 061024039 1 20F 2 Exhibit A LEGAL DESCRIPTION BEING a tract of land situated in the D. Lombard Survey, Abstract No. 784, City of Denton, Denton County, Texas, and being part of Lot 1, Jefferson Commons, an addition to the City of Denton, Texas according to the plat recorded in Volume Q, Page 291 of the Plat Records of Denton County, Texas, and being more particularly described as follows BEGINNING at a point in the northwest line of said Lot 1: from said point a 1/2-inch iron rod found for the south corner of Lot 1-R, Block 1, Pace's Crossing, an addition to the City of Denton, Texas according to the plat recorded in Volume F, Page 229 of said Plat Records, and being in the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears South 48'54’20" West, a distance of 53.86 feet THENCE North 48'54'2CY' East, along the said northwest line of said Lot 1. a distance of 29.32 feet to a point for corner THENCE departing the said northwest line of said Lot 1, South 58'18'39'’ East, a distance of 2.61 feet to a point for corner THENCE following five (5) calls: North 48'13'41'’ East. a distance of 6.58 feet to a point for corner; South 41'48’48'’ East, a distance of 6.32 feet to a point for corner; South 48'13'41" West, a distance of 4.71 feet to a point for corner; South 58'18'39" East, a distance of 33.86 feet to a point for corner; South 48'51'56" East, a distance of 333.15 feet to a point for corner in the southeast line of said Lot 1 ; THENCE South 48'50’14" West, along the said southeast line of Lot 1, a distance of 28.26 feet to a point for corner; from said point a 1/2-inch iron rod found for the south corner of Lot 4-R, Block 1, Southern Hills Plaza, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2009-3 of the Official Public Records of Denton County, Texas, and being in the said northeast right-of-way line of Interstate Highway No. 35 bears South 48'54'20" West, a distance of 57.28 feet; THENCE North 48'51’56'' West, departing the said southeast line of Lot 1, a distance of 327.05 feet to a point for corner THENCE North 58'18’39" West, a distance of 49.42 feet to the POINT OF BEGINNING and containing 10,576 square feet or 0.2428 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 JEFFERSON COMMONS D. LOMBARD SURVEY, ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS C IIIIIf1:• e/III 11f+/; a '1 tREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 C O N/A 1 J8H I MCB 1 8n5/2020 1 061024039 1 IOF2 Exhibit A /'’)’LOT 1, BLOCK 1 JEFFERSON COMMONS (VOL. Q, PG. 291)\.\0 20 40 GRAPHIC SCALE IN FEET \ 'L4, 40' SLOPE EASEMENT (VOL. F, PG. 229) LINE TABLE LENGTH 53.86‘ I L 2 1 N 4 8 + 5 4 f 2 o 1 1 E 1 2 9 B 3 2 1 1 S58'1 8'39''E N48'1 3'41"EAS41'48'48"E S48'1 3’41'W 4.71 L S48'50’14'W 28.26' S48'50'30'W N58'1 8'39'W -0.2428 ACRES J<I 10,576 SQ. FT. 5' SIDEWALK EASEMENT (VOL. F, PG. 229) \16' UTILITY EASEMENT (VOL. F, PG. 229) \ 1/2" IRF P.0.B. \ INTERSTATE HIGHWAY NO. 35-E (A VARIABLE WIDTH RIGHT-OF-WAY)/ LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER \ // < / NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202), A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes 7="='“"";;'“'''*“;'‘ f- 4/2 9 /?a g.PE WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1 JEFFERSON COMMONS D. LOMBARD SURVEY, ABSTRACT NO. 784 CITY OF DENTON. DENTON COUNTY, TEXAS c r e be no 1"=40' 1 JBH I MGB 1 8a5a020 1 061024039 1 20F2 HOPPER. 8RADIN 9/17/2020 10:17 AM K:\FTW SURVEYW61024039-DENTON IH-35E UTILITIES\DWG\061024039.DENTON IH45E UTILITIES EX WW 0.2428 AC.DWG LEGAL DESCRIPTION BEING a tract of land situated in the Daniel Lombard Survey, Abstract No. 784 and the John McGowan Survey, Abstract No. 797, City of Denton, Denton County, Texas, and being part of Lot 1-R, Block 1, Pace's Crossing, an addition to the City of Denton, Texas according to the plat recorded in Volume F, Page 229 of the Plat Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk found in the northwest line of said Lot 1-R; from said point the west corner of said Lot 1-R, and being in the northeast right-of-way line of Interstate Highway No. 35 (a variable width right-of-way) bears South 41'41'51 " West, a distance of 14.15 feet; THENCE North 41'41'51" East, along the said northwest line of Lot 1-R, a distance of 28.01 feet to a point for corner THENCE departing the said northwest line of Lot 1-R, South 47'50’52" East, a distance of 268.75 feet to a point for corner THENCE South 49'42’23" East, a distance of 294.60 feet to a point for corner; THENCE South 58'18’39" East, a distance of 57.54 feet to a point for corner in the southeast line of said Lot 1-R; THENCE South 48'54’20" West, along the said southeast line of Lot 1-R, a distance of 29.32 feet to a point for corner; from said point a 1/2-inch iron rod found for the south corner of said Lot 1-R, and being in the said northeast right-of-way line of Interstate Highway No. 35 bears South 48'54'20" West, a distance of 53.86 feet; THENCE departing the said southeast line of Lot 1-R, North 58'18'39" West, a distance of 50.97 feet to a point for corner THENCE North 49'42'23" West, a distance of 297.16 feet to a point for corner; THENCE North 47'50'52" West, a distance of 268.99 feet to the POINT OF BEGINNING and containing 17,336 square feet or 0.3980 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1-R. BLOCK A. PACE'S CROSSING DANIEL LOMBARD SURVEY, ABSTRACT NO. 784 JOHN McGOWAN SURVEY, ABSTRACT NO. 797 CITY OF DENTON, DENTON COUNTY, TEXAS / H'' //gILImAE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com Rm N/A r J8H I MCB I an5n020 1 061024039 1 IOF3 \\24' FIRE LANE. AND UTILITIES EASEMENT (VOL. F. PG. 229)20 40 GRAPFqmIIE IN FEET16' WATER EASEMENT (VOL. F, PG. 229) LOT 1-R, BLOCK 1 PACE'S CROSSING (VOL. F, PG. 229) \ \ GENERAL TELEPHONE EASEMENT (VOL. 422. PG. 557)/ ADF 24' FIRE LANE. AND UTILITIES EASEMENT (VOL. F, PG. 229) P 0 B,'.\\ \ )\, \ \, \ 15' LONE STAR GAS EASEMENT (VOL. 1034, PG. 537) (VOL. 454, PG. 218).'\ a R A, /*\./ 20' WATER EASEMENT (VOL. F, PG. 229) '0.3980 ACRES 17,336 SQ. FT. .',?,. ,TvLEGEND P.0.B. = POINT OF BEGINNING ADF = ALUMINUM DISK FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER A, MATCH LINE (SEE SHEET 3)NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1-R, BLOCK A, PACE’S CROSSING DANIEL LOMBARD SURVEY, ABSTRACT NO. 784 JOHN McGOWAN SURVEY, ABSTRACT NO. 797 CITY OF DENTON, DENTON COUNTY, TEXAS aiRa C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 :MICHAEL CLEO BILUNbg[EY 6558 S R FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com x++z IED nmTLa-MB]E- 1"=40' 1 JBH I MCB 1 8/25n020 1 061024039 aMe 2 OF 3 MATCH UNE (SEE SHEET 2)0 20 40 GRAPHMTE IN FEET 24' FIRE LANE, AND UTILITIES EASEMENT (VOL. F, PG. 229)'\\ LOT 1-R, BLOCK 1 PACE'S CROSSING (VOL. F, PG. 229)\16' WATER EASEMENT (VOL. F, PG. 229) \..-\ '\ \\XJ GENERAL TELEPHONE EASEMENT (VOL. 422, PG. 557) /- le '<. \\ / f// \-0.3980 ACRES /\<17,336 SQ. FT. \\ 15' LONE STAR GAS EASEMENT (VOL. 1034. PG. 537) (VOL. 454. PG. 218) \ D/\'Liz\ ;+\'\-\ \\ \ v '\ '\ \'\. li S49'42'23''E 294.60' S58'{ #39"E 57.54 S48'54'20'W 29.32' N58'18’39'W 50.97' 297.16'N49'42'23'WA 1/2" IRF WATER AND WASTEWATER AND ELECTRIC EASEMENT PART OF LOT 1-R, BLOCK A, PACE'S CROSSING DANIEL LOMBARD SURVEY, ABSTRACT NO. 784 JOHN McGOWAN SURVEY, ABSTRACT NO. 797 CITY OF DENTON, DENTON COUNTY, TEXAS LEGEND P.0.B. = POINT OF BEGINNING ADF = ALUMINUM DISK FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER -W- 1- = 40' LrLWILE ®lg££b MCB 8n5n020 Ma M 061 024039 l 3 OF 3 Exhibit A LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of a called 1.570 acre tract of land described in General Warranty Deed to Josten's Inc., recorded in Volume 571, Page 39 of the Official Deed Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at an aluminum disk stamped “TXDOT” found for corner in the southwest right-of-way line of Interstate Highway No. 35-E and being in the northwest line of said 1.570 acre tract; THENCE departing said northwest line of the 1.570 acre tract, South 46'44'36" East, along the said southwest right-of-way line of Interstate Highway No. 35-E, a distance of 307.43 feet to a point for corner in the south line of said 1.570 acre tract; THENCE departing said southwest right-of-way line of Interstate Highway No. 35-E South 87'54'07" West, along the south line of said 1.570 acre tract, a distance of 28.11 feet to a point for corner; THENCE departing said south line, North 46'44'36" West, a distance of 109.89 feet to a point for corner; THENCE North 46'39'54'' West, a distance of 175.94 feet to a point for corner in the said northwest line of the 1.570 acre tract: from said point a 1/2-inch iron rod found for the southwest corner of said 1.570 acre tract bears South 37'55'37'’ West, a distance of 265.75 feet; THENCE North 37'55'55'' East, along the said northwest line of said 1.570 acre tract, a distance of 19.85 feet to the POINT OF BEGINNING and containing 5,912 square feet or 0.1375 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS C N/A 1 ORG I MCB 1 8na020 1 061024039 1 IOF2 Exhibit A AD 'VXDOT' P.0.B. 1/2" IRF al /’ /GRAPHIC SCALE IN FEET // / // / / // // / / /k WP..'):Se qhbJ LINE TABLE /EXISTING 15' GAS LINE EASEMENT INST. NO. 2006-7841 p-a k NO BEARING LENGTH s87'54’07’w 1 28.11 s37'5537'w 1 265.75’ go> 1 L 3 1 N 3 7 Q 5 5 1 5 5 1 1 E 1 1 9 + 8 5 1 1L70f / EXISTING 16' PUBLIC UTILITY EASEMENT VOL. 1 130, PG. 214 CALLED 1.570 ACRES JOSTEN'S, INC (VOL. 571, PG. 39)0.1357 ACRES 5,912 SQ. FT. LEGEND P.0.B. = POINT OF BEGINNING IRF = IRON ROD FOUND ADF = ALUMINUM DISK STAMPED "TXDOT' FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER REMAINDER OF CALLED 14.531 ACRES JOSTEN'S. INC (VOL. 571, PG. 42) a \ NOTES: Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. /Z +///aa WATER AND WASTEWATER EASEMENT MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS!MICHAEL CLEO BI 6558 S 'i nTmrirE:emMeT REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335851 1 michael.billingsley@kimley-horn.com We 1- = 40' r e La ] CRG I MCB 1 9an020 1 081024039 1 2 OF2 HOPPER. BRADIN g/3/2020 3:10 PM K:\FTW SURVEY\061024039-DENTON IH-35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX WW 0.1375 AC.DWG LEGAL DESCRIPTION BEING a tract of land situated in the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1, Block A, BJ's Brewery Addition, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 2014-29 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a PK nail found in the northwest line of said Lot 1; from said point the northernmost northwest corner of said Lot 1, and being a point in the southwest rightof-way line of Interstate Highway No. 35 (a variable width right-of-way) bears North 39'36'08'' East, a distance of 50.07 feet; THENCE departing said northwest line, South 48'04'41" East, a distance of 31.36 feet to a point for corner; THENCE South 48'04'41" East, a distance of 63.00 feet to a point for corner; THENCE South 48'58'20'' East, a distance of 1 10.72 feet to a point in the southeast line of said Lot 1 ; THENCE South 39'20'20" West, along the said southeast line of Lot 1, a distance of 20.01 feet to a point for corner; THENCE departing said southeast line of Lot 1 , North 48'58'20" West, a distance of 1 11.46 feet to a point for corner; THENCE North 48'04'4 1 " West, a distance of 63.16 feet to a point for corner; THENCE North 48'04'41 " West, a distance of 30.55 feet to a point in the said northwest line of Lot 1; from said point a 5/8-inch iron rod found for the westernmost northwest corner of said Lot 1 bears South 39'36'08" West,a distance of 20.02 feet; THENCE North 39'36'08'' East, along the said northwest line of Lot 1, a distance of 20.02 feet to the POINT OF BEGINNING and containing 4,103 square feet or 0.0942 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK A BJ'S BREWERY ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS /I /toI,/I - , I REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com : MICHAEL CLEO BILUNGSLEY We N/A al ml me W Fu£gJga JaH I MCB 1 8/1/2020 1 081024039 1 IOF2 / \/\V\\5' PRIVATE LEGENDACCESS EASEMENT P.0.B. = POINT OF BEGINNING INST. NO. 2014-29 1RF = IRON ROD FOUND PKF = PK NAIL FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER'>\ $ 0 20 40 1 GRAPHIC SCALE IN FEET =/–\-,v///’ //\ / /\V\ \ >6\* . \\-"\, \ PKF \\{\><<( \ / / / INTERSTATE / /4\Sb 1/ t rd P 0,/ / 0.0942 ACRES-ten \\\\:\\9/4,103 SQ. FT.V& 15' ELECTRIC EASEMENT INST. NO. 201 4-29 qJ lk, r / /)\A \/’N N 3 9 o 3 6 1 o 8 1 1 E 1 5 o # o 7 1 1 L1 L2 1 S48'04'41"E 1 31.36'Ti 30.55' s39'36’08'w 1 242.81 N39'36'08"E 20.02'63.OO' 56.57' 20.Ol 63.{6' L5 1 s39'20’20'w I L6 1 N 4 8 e o 4 1 4 1 1 w PUBLIC ACCESS AND FIRE LANE EASEMENT INST. NO. 2004-38409 \, NOTES: Bearing system based on the Texas Coordinate System of 1983 (201 1 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat, The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the easement tract. WATER AND WASTEWATER EASEMENT PART OF LOT 1 , BLOCK A BJ'S BREWERY ADDITION MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY. ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS ’ ' /1 /to MI-nRfaTLTEgL–fY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-651 1 michael.billingsley@kimley-horn.com EFta 1" = 40' auaMl aa:TIT–aJBH I MCB 1 Q/1/2020 J Mf 061024039 1 20F2 HOPPER. BRADIN 9/1/2020 4:54 PM K:\FTW SURVEY\061024039.DENTON IH-35E UTILITIES\DWG\061024039-DENTON IH-35E UTILITIES EX WW 0.0942 AC.DWG LEGAL DESCRIPTION BEING a tract of land situated in the D. Lombard Survey, Abstract No. 784 and the Memphis, El Paso and Pacific Railroad Company Survey, Abstract No. 950, City of Denton, Denton County, Texas, and being part of Lot 1, Block A, Denton Commons, an addition to the City of Denton, Texas according to the plat recorded in Instrument No. 20184 of the Official Public Records of Denton County, Texas, and being more particularly described as follows: BEGINNING at a point in the northwest line of said Lot li from said point a capped 1/2-inch iron rod found for the north corner of said Lot 1, and being on the southwest rightof-way line of Interstate Highway No. 35 (a variable width right-of-way), bears North 06'43'20" West, a distance of 50.19 feet; THENCE departing the said northwest line of Lot 1 South 51'14'56" East, a distance of 81.13 feet to a point for corner THENCE South 52'14’40" East, a distance of 99.65 feet to a point for corner; THENCE South 48'04'41 " East, a distance of 76.71 feet to a point for corner and being on the southeast line of said Lot 1 THENCE South 39'03'35" West, along the said southeast line of Lot 1 , a distance of 20.03 feet to a point for corner; THENCE departing said southeast line of Lot 1, North 48'04'41" West, a distance of 76.99 feet to a point for corner; THENCE North 52'14'40" West, a distance of 99.la feet to a point for corner; THENCE North 51'14'56" West, a distance of 68.06 feet to to a point in the said northwest line of said Lot 1; from said point a 1/2-inch iron rod found for the southeast corner of Lot 1, Block 1, Achievers Gymnastics Addition, an addition to the City of Denton, Texas according to the plat recorded in Volume R, Page, 116 of the Plat of Denton County, Texas, bears South 82'24'37" West, a distance of 31.37 feet, and being a point at the beginning of a non-tangent curve to the left having a central angle of 24'42'57", a radius of 54.94 feet, a chord bearing and distance of North 5'29'26" East, 23.52 feet; THENCE along the said west line of Lot 1, in a northeasterly direction with said curve to the left, an arc distance of 23.70 feet to a point for corner; THENCE North 6'49'56" West, along the said west line of Lo.t 1, a distance of 0.48 feet to the POINT OF BEGINNING and containing 4,995 square feet or 0.1147 acres of land. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202), A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, out the metes and bounds of the easement tract. hereby certifies that foregoing description accurately sets WATER AND WASTEWATER EASEMENT PART OF LOT 1. BLOCK A DENTON COMMONS D. LOMBARD SURVEY, ABSTRACT NO. 784 & MEMPHIS. EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON. DENTON COUNTY, TEXAS =Z==: /', REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com HI N/A D LF=TITaalim ORG 1 MGB 1 8/31/2020 1 061024039 1 IOF2 GENSHEIMER. RILEY 9/1/2020 5:47 PM C:\SUBDRIVESV<DRIVE\061024039 . DENTON IH45 UTILITIES (2)\SECOND ROUND\061024039.DENTON IH35E UTILITIES_MASTER (1).DWG \ 1/2" IRF Lg \\ \ 24' ACCESS & UTILITY EASEMENT INST. NO. 20184 LOT 1, BLOCK A DENTON COMMONS (INST. NO. 20184)20' UTILITY EASEMENT INST. NO. 2018-6 ’\\\\ \\\ LEGEND \\\ P.0.8. = POINT OF BEGINNING IRF ; IRON ROD FOUND PG. = PAGE VOL. = VOLUME INST. NO. = 1NSTRUMENT NUMBER 0.1147 ACRES 24' UTILITY EASEMENT INST. NO. 201 &64,995 SQ. FT. NOTES: Bearing system based on the Texas Coordinate System of 1 983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, the metes and bounds of the easement tract. hereby certifies that this survey plat accurately sets out WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK A DENTON COMMONS D. LOMBARD SURVEY, ABSTRACT NO. 784 & MEMPHIS, EL PASO AND PACIFIC RAILROAD COMPANY SURVEY, ABSTRACT NO. 950 CITY OF DENTON, DENTON COUNTY, TEXAS 7/4- - g/?/,, ac REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 1 1 SUITE 1300 FORT WORTH. TEXAS 76102 PH. 817-335451 1 michael.biilingsley@kimley-horn.com Wc 1- = 4a mmc ETORG I MCB 1 8131/2020 rj 061024039 1 20F2 aENSHEIMER. RILEY 9/1/2020 5:47 PM c:\su8DRIVEs\KDRlvn061024039 - DENTON IH45 UTILITIES (2)\SECOND ROUNDW61024039DENTON IH35E UTILITIES MASTER (1).DWG JULI LUKEDENTON COUNTY CLERK1450 E. MCKINNEY STREET DENTON, TEXAS, 76209940-349-2036 ahab alban 10th day of February, 2022nb qJ City of Denton Counsel: Benjamin N. Samples been"V d \1 a 215 E McKinne Denton Filed: 02/10n022 Jul Luke Denton County, County ClerkBy DealIty: Rothrock, Ty:er CAUSE NO. PR-2021-01308 g CONDEMNATION PROCEEDING FILED § § § § § g §§ OF DENTON COUNTY, TEXAS AWARD OF COMMISSIONERS On February 8, 2022 at 9:30 a.m., at the Denton City Hall, Lower Conference Room, 215 E. McKinney Street, Denton, Texas 76201, this proceeding was heard by the persons whose names and signatures appear at the bottom of this award for the purpose of assessing the damages resulting from this proceeding in aninart domain. All parties to the proceeding were properly before the special commissionas. The special oommissioners find: On September 30, 2021, the City of Denton (hereinafter “Condannor”), filed a written petition against F & J Partners, Ltd., Ciera Bank and Living in Fulfillment Everyday Federal Credit Union Orereinafter, “Condannees”), with Juli Luke, County Clerk of Denton County, Texas, to acquire a permanent water, wastewater and electric easemart in, to, over and across the Property consisting of 0.1640 acres (7, 144 square feet) of land, more or less, all being more fully described in and depicted on Exhibit “A” attached hereto and incoqlorated by reference herein as if set forth at length On October 4, 2021, Josh Westrom and Michelle Jones of the Law Offices of Jones & Westrom, 400 West Oak, Suite 300, Denton, Texas 76201 entered an appearance on behdf of Condemnee F & J Partners, Ltd. for all purposes in this mattm. On October 20, 2021, the Court appointed R. Scott Alagood, Lisa Hill and Virginia Moore, three disint@ested real property owners of Denton County, Texas, as special CITY OF DENTON, Condemnor, Ve F & J PARTNERS, LTD., ET AL., Condemnee. IN THE PROBATE COURT AWARD OF COMMISSIONERS - Page 1 commissioners to assess the damages resulting from this proceeding in eminent domain. These special commissioners were duly qualified, and each took the oath prescribed by }aw in which each swore to assess the damages fairly and impadiaily and in accordance with law. Copies of these oaths are on file with the papers in this proceeding. Having been sworn, the special oommissioners, on December 3, 2021, entered an order setting the matter for hearing on February 8, 2022 at 9:30 a.m., at the Denton City Hall, Lower Conference Room, 215 E. McKinney Street, Denton, Texas 76201, as the time and place for hearing the parties. The day appointed was the earliest practicable day, and the place selected was at the county seat of the county in which the property is situated, Notice in writing was issued by the commissionws to each of the parties interested, notifying them of the time and place selected for the hearing. The notices were served upon the parties at least twalty (20) days before the day set for the hearing, exclusive of the day of the service, and they were swved by a person competent to testify, by delivering a copy of the notice to each party or the party’s agent or attorney. On February 4, 2022, Condemnor filed its First Amended Petition in Condemnation with Jun Luke, County Clerk of Denton County, Texas, to correct a typographical error and clarify that it only sought to acquire a permanent water and wastewater easanent in, to, over and across the Property consisting of 0.1640 ames (7, 144 square feet) of land, more or less, as more fully described in and depicted on Exhibit “A“ attached hereto and incorporated by reference herein as if set forth at length. On February 8, 2022 at 9:30 a.m., said specia} comrnissioners did convene. Said special commissioners proceeded to hear evidence as to the damages which will be sustained by Condemnee(s) by reason of the taking of said land, and after hearing and considering such AWARD OF COMMISSIONERS - Page 2 evidence, said special commissioners did find and detwmine and accordingly assess damages to be paid by Condannor according to the rules of damages set forth in Section 21.042 of the Texas P ro P erty C o d e ! iIrIL IE][1 e 11a][Ic1 otILnt of $ / qq / G & Gb Do HarsH The costs of this proceeding to date are adjudged against hhnMS–_ The costs which have accrued to date are as foUows: q O ? RENDERED thI,&_d,y ,f FeNZUAP{ , 2022. AWARD OF COMMISSIONER$ - Page 3 The foregoing decision and Award was filed with me on this the day of February, 2022; and the Clerk of Court is haeby ORDERED to notify all parties or their attorneys of record, as listed in Exhibit “B” attached hereto, of the filing date of this Award by certified mail, return receipt requested, at their addresses ofreoord pursuant to Section 21.049 of the Texas Property Code; and fbrthu Condemnor is hereby ORDERED to pay the Special Commissionms’ fees as below indicated. Fees due Special Commissionws as set by the Court: JJhours @ $350 354 to R. s,,tt Alagood$1 ,575.00 to Lisa Hill $1 ,575.00 A'hours @ $Aa to Virdnia Moore $1 )575.00 @4 ENTERED on 9thF€brV4+ J. EVERETTC HRIST COUNTY PROBATE bUDGEPROBATE COURT #2DENTON couNrr TEXAS AWARD OF COMMISSIONERS - Page 4 EXHIBIT 'tA" LEGAL DESCRIPTION BEING a tract of land situated in the Dan}el Lornbard Survey, Abstract No. 784, City of Denton, Denton County,Tems, and being part of Lot 1, Block I Achievers Gymnastic Addition, an addition to the City of Denton, Texas aooording b the plat re wrcled in Volume R, Page 116 of the Plat Records of Denton County, Texas, and being moreparticularly described as follows: BEGINNING at an aluminum disk stamped TXDOT- found in the east Une of said Lot 1; from said point thenorthm st corner of said Lot 1, and being a point in the southwest aght4f+yay Une of Interstate Highway No. 35 (a vaRable width rightof-way) bears North 01'46'3CY' East, a dIstance of 45.07 feet; THENCE South 1'46’30" WesC along the said east line of Lot 1, a distarne af 25.Q4 feet to a pcint for oomer; fromsaid point a 1/2Inch iron rod found for the south mst comer of said Lot I bears South 1'46'3CY West, a distance of28.28 feet; THENCE departing the saId east line of Lot 1, North 51'14'56" West, a distarw of 62.48 feet to a point for amac THENCE the following three (3) caNs: North 51-2Q’46" West, a cgstan@ of 131.08 feet to a point for oomecNorth 47'19’W' Wbg, a distance of IOQ.05 feet to a point for wm% North 51'20'46'' West, a distance of 71.10 feet to a point for comer iR the northwest line of said Lot 1; THENCE North 38'29'32" East, along the said northwest line of Lot 1, a dbtanoe af 20.OD feet to a point br oornac THEM:E depa$ng the said northwest line of Lot 1, South 51'2cY4a' East, a distanw af 71.66 feet to a poInt broornec THENCE the following three {3) calls: South 47:20’31" East, a distwl@ of IOO.24 feet to a point foroorneGSouth 51'20’46" East, a distanoe of 130.4D feet h a point &y com% South 51'14'56' EasC a distance of 47.44 feet to the POIMF OF BEGINNING and oontalrIrB 7,144 squarebet or 0.1640 ages of land. NOTES: Bearing system based on the Toms Coordinate System of 1983 (2011 ac$ustment), North Gen&at Zbrn (4202). A $WyOy plat of even suIvey date herewith accompanies thIs metes and bounds description. The undersigned, Registered Professional Land SUIvey% hereby oortiftes that foregoing descdp$on accurately setsout the metes and bounds of the easement tract. PROFESSIONALREG ILAND SURVEYOR NO, 6558801 CHERRY STREFrUNIT 11 SUITE 1300FORT WORTH, TEXAS 76102 ;1 1PH. 817. mIchael.billingsley@kimley-horn.com WATER AND WASTEWATER EASEMENTPART OF LOT 1. BLOCK 1ACHIEVERS GYMNASTIC ADDITIONDANIEL LOMBARD SURVEY. ABSTRACT NO. 784 CITY OF DENTON, DENTON COUNTY, TEXAS W ®SUbNA 1 JaN I HaD IUMen 1 BIOMBS I lars gliiIL©hTv ©'r\awot oaoMM@Ma©AEh,££3i nHll• HH•HIHHHHIHIE nln ( S/8- IRFS IO'20W’ E 1.40) 7,144 SQ. FT. PROPOSED TXDOTLfaUTY '\.\*\la BUILDING LINE (VOL' & PG' lIB) l_ DARIUSH H. HEIDARY M.D. (VOL. 2960, PG. 287) LEGEND P.0.8. , POiMroFBEGiNNWG tIRF = IRON ROD FOUND !ibr ;TiLI ilauGhlsti I STAMPED VXDOT FOUND iPG. = PAGE :VOL. a VOLUMEINgr. NO. - !NSTRyMENr NUMBER i r i I I qb\b '--,\\\ \\\\\ LOT 1 , BLOCK ADENTON COMMONS (INST. NO. 20184) NOTES: Bearing system based on the Texas Coordinate System of 19&3 (201 1 adjustment), North C8nkat Zore (42(D}, A mates and bounds description of even suIvey dat8 herewith ac@mparies this suIvey plat Tha undersigned, Registe©d Professional Land Surveyor,the mete s and bounds of the easement tract. =?HZ REGISTERED PROFESSIONAL 801 CHERRY STREFr.UNIT 1 1 SUiTE 1300FORT WORTH, TEXAS 76402 PH. 817-3354511 michael.billingsiey@kimley-horn,corn ;LE' LAND SURVEYOR NO. 6558 /'/'' /adEL c.LuNG:L: hereby certain that this survey plat accurately sets out WATER AND WASTEWATER EASEMENTPART OF LOT I . BLOCK 1ACHIEVERS GYMNASTIC ADDiTiON DANIEL LOMBARD SURVEY, ABSTRACT NO. 7&4CITY OF DENTON, DENTON COUNTY’, TEXAS RE1- ' 48 aH ! MCB i 8a92a20 MH M mB m&TfMK081034038 $ 2@ 8 (PKNFS 34'52’1 4- W 6.01)NORTH LOT I. BLOCK AACTION CARPET ADDITION(VOL. N, PG. 355) a aa 4,a PROPOSED TXDOT RiGFfrOF-WAY DEDICATION SO BUILDING LINE (VOL. R, PG. 118)/ LINE TABLE [ ;;FlagG%ba $O1'46'lfW 28.2e N$1'14'sew 62.48'L3 N51'20'48W 131.0@LI N N51Qa46PWL6 LINE TABLE ! LaN @Ec[LHs @HeI LOT 1. BLOCK 1ACHiEVERSGYMNASTIGS ADDrrlON (VOL. R, PG. 116)LIe ! s51%a46"E LII ! $6tq4lWE L12 } NOI%e3QI'E O.1640 ACRES7,144 SQ. FT. MATCH LINE (SEE SHEET 2)n•lIHllllllIHl•linllaln•l• WATER AND WASTEWATER EASEMENT PART OF LOT 1, BLOCK IACHIEVERS GYMNASTIC ADDITIONDANIEL LOMBARD SURVEY. ABSTRACT NO. 784CRY OF DENTON, DENTON coulfrY, TEXASLEGEND P.0.B. , POINT OF BEGINNING}RF = IRON ROD FOUNDADF - ALUMINUM DISKSTAMPED 'TXDOT FOUNDPG. = PAGEVOL. = VOLUME INgr. NO, - INSTRUMENT NUMBER @l-BW ! aH i UCB i u26noaQSURVEW%{genE WE* it,, t, .',' . . :..I :== gk dMIM&M • I EXHiBIT “B” Parties to be Notified of Filing of Special Commissioners’ Award with Judge of this Court City of Denton By Serving its counsel of record: Living in Fulfillment EverydayFederal Credit Union By Serving its registered agent: Soott D. Levine Banowsky & Levine, P.C. 12801 N. Central ExpresswaySuite 1700 Dallas, Texas 75243 Dustin Ful1% Manager and CEA3351 Unicorn Lake Boulevard Denton, TX 26210 F & J Partners, Ltd. By Serving its counsel of record: Ciera Bank By Serving its registered agart: Josh Wesbum and Michelle JonesThe Law Offices of Jones & Westrom 400 West Oak, Suite 300 Denton, Texas 76201 Justin Farirr@ 623 Elm St Graham, TX 76450 Denton County Denton ISD cIa MictIe ile French Tax Assessor/Collector of Denton County 1505 E. McKinney StreetDenton, Texas 762094525 c/o Michelle French Tax Assessor/Collector of Denton County 1505 E. McKinney StreetDenton, Texas 76209-4525 City of Denton c/o Michelle French Tax Assessor/Collector of Denton County 1505 E. McKinney StreetDenton, Texas 76209-4525 Automated Certificate of eServiceThis automated certificate of service was created by the efiling system.The filer served this document via email generated by the efiling systemon the date and to the persons listed below. The rules governingcertificates of service have not changed. Filers must still provide acertificate of service that complies with all applicable rules. Lisa Maturano on behalf of Scott LevineBar No. 784467 Imm@banowsky .comEnvelope ID: 61559715Status as of 2/9/2022 11 :24 AM CST Associated Case Party: City of Denton Name Scott DLevine David W.Banowsky Lisa Maturano Benjamin N.Samples Email sdI@banowsky.com dwb@banowsky.com Imm@banowsky.com benjamin.samples@cityofdenton .com 2/8/2022 4:33:50 PM 2/8/2022 4:33:50 PM 2/8/2022 4:33:50 PM Associated Case Party: F & J Partners, Ltd, Email TimestampSubmitted jwestrom@dentonattorney.com mjones@dentonattorney.com martha@dentonattorney.com 2/8/2022 4:33:50 PM