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Contract - Brian Johnson and Jessica Johnson - 8/22/2019 t REAL ESTATE CONTRACT Kenney Fort Boulevard Right of Way THIS REAL ESTATE CONTRACT ("Contract") is made by and between BRIAN JOHNSON and JESSICA JOHNSON, (referred to in this Contract as "Seller", whether one or more) and the CITY OF ROUND ROCK, TEXAS (referred to in this Contract as "Purchaser"), upon the terms and conditions set forth in this Contract. ARTICLE I PURCHASE AND SALE By this Contract, Seller sells and agrees to convey, and Purchaser purchases and agrees to pay for,the tract(s) of land described as follows: All of that certain 1.74 acre tract of land out of and situated in the A. Thomas Survey, Abstract No. 609 in Williamson County, Texas; said parcel more fully described in Exhibit"A", attached hereto and incorporated herein(Parcel 17); together with all and singular the rights and appurtenances pertaining to the property, including any right, title and interest of Seller in and to adjacent streets, alleys or rights-of-way (all of such real property, rights, and appurtenances being referred to in this Contract as the "Property"), and any improvements and fixtures situated on and attached to the Property described in Exhibit "A" not otherwise retained by Seller, for the consideration and upon and subject to the terms, provisions, and conditions set forth below. ARTICLE II COMPENSATION 2.01. Land Purchase Price. The Purchase Price for the property described in Exhibit "A", and for any damage to the remaining property of Seller shall be the sum of TWO HUNDRED EIGHTY-FOUR THOUSAND TWO HUNDRED TWENTY-NINE and 00/100 Dollars ($284,229.00). 2.02. Additional Improvement/Fencing Compensation In addition to the Land Purchase Price above, Purchaser shall pay the additional sum of THREE THOUSAND FIFTY-NINE and 00/100 Dollars ($3,059.00) for the acquisition of any improvements upon the Property, and as compensation for any fence reconstruction or other cure of the remaining property of Seller. 2.03. Purchase Price Credits/Offsets. The total amount of the Land Purchase Price and Additional Improvement/Fencing Compensation shall be reduced, offset, or otherwise credited to Purchaser in the following amounts: 00427026.DOC (a) Possession and Use Agreement Payment: $0 (b) Driveway construction credit: $3,750 (c) Waste water casing pipe construction credit: $4,312 TOTAL CREDITS/OFFSETS: $8,062 2.04. Final Purchase Price. After deduction of the Purchase Price Credits/Offsets from the Initial Land Purchase Price and Additional Improvement/Fencing Compensation, the Final Purchase Price now due and owing from Purchaser for the Property shall be the sum of TWO HUNDRED SEVENTY-NINE THOUSAND TWO HUNDRED TWENTY-SIX and 00/100 Dollars ($279,226.00) Payment of Final Purchase Price 2.05. The Final Purchase Price shall be payable in cash at the Closing. Special Provisions and Additional Compensation 2.06. Existing Fence Removal Notification As an obligation and agreement of the parties which shall survive the Closing of this transaction, Purchaser shall not remove the existing fencing improvements from the Property acquired herein before a minimum of forty-eight (48) hours prior written notice is provided to Seller at the address adjacent to signature below, or to electronic mail address provided by Seller prior to Closing. 2.07. Waste Water Steel Casing Pipe. As an obligation and agreement which shall survive the Closing of this transaction, as part of the construction of the proposed Kenney Fort Boulevard improvements upon the Property acquired herein and from adjacent property owners, Purchaser shall at its sole expense furnish and install one (1) 18" Steel Casing Pipe (1/4" wall thickness) by open cut, not including 8" carrier pipe, including appurtenances, complete in place. The Casing Pipe crossing shall be installed between Sta. 130+00 and Sta. 140+00 of the proposed Kenney Fort Boulevard project, and shall extend across the full width of the proposed roadway improvements as shown on Exhibit "B" attached hereto. The final location alignment of the Casing Pipe crossing shall be determined by the engineers of Purchaser in connection with the completion of the roadway construction plans, using best generally accepted engineering design practices which is otherwise in compliance with the City of Round Rock roadway and utility design criteria. In addition, at any time after the Closing of this transaction and prior to final completion of the construction plans for the proposed roadway and utility improvements upon the Property, Seller shall be permitted to negotiate directly with the City of Round Rock for the installation of additional utility Steel Casing Pipe across the proposed Kenney Fort Boulevard roadway improvements and right of way, at the sole cost of Seller. The approval and installation of any additional utility Steel Casing Pipe shall be subject to engineering feasibility using generally 2 accepted standard engineering design practices, and otherwise in compliance with the City of Round Rock roadway and utility design criteria. 2.08. Driveway Construction. As an obligation and agreement which shall survive the Closing of this transaction, as part of the construction of the proposed Kenney Fort Boulevard improvements upon the Property acquired herein and from adjacent property owners, Purchaser shall at its sole expense cause the construction of three (3) concrete driveways between the edge of the Kenney Fort Boulevard roadway improvements and the edge of the new right of way line at the acquired Property. The driveways shall be a minimum of twenty-five (25) feet in width, and shall otherwise be constructed in the locations and in substantial compliance with the specifications and notes as shown in Exhibit"C"attached hereto and incorporated herein. By execution of this Contract the Seller agrees to allow Purchaser, its agents and contractors to temporarily enter the remaining property of Seller for the sole purpose of carrying out the obligations of this paragraph if necessary. Any disturbance of the surface of the remaining property of Seller in carrying out these obligations shall be restored by Purchaser upon completion as closely as possible to the condition existing immediately prior to entry. ARTICLE III PURCHASER'S OBLIGATIONS Conditions to Purchaser's Obligations 3.01. The obligations of Purchaser hereunder to consummate the transactions contemplated hereby are subject to the satisfaction of each of the following conditions (any of which may be waived in whole or in part by Purchaser at or prior to the Closing). Miscellaneous Conditions 3.02. Seller shall have performed, observed, and complied with all of the covenants, agreements, and conditions required by this Contract to be performed, observed, and complied with by Seller prior to or as of the Closing. ARTICLE IV REPRESENTATIONS AND WARRANTIES OF SELLER 4.01. Seller hereby represents and warrants to Purchaser as follows, which representations and warranties shall be deemed made by Seller to Purchaser also as of the Closing Date, to the best of Seller's knowledge: 3 (a) There are no parties in possession of any portion of the Property as lessees, tenants at sufferance, or trespassers, other than previously disclosed to Purchaser; (b) Seller has complied with all applicable laws, ordinances, regulations, statutes, rules and restrictions relating to the Property, or any part thereof, 4.02. The Property herein is being conveyed to Purchaser under threat of condemnation. ARTICLE V CLOSING Closing Date 5.01. The Closing shall be held at the office of Independence Title Company on or before August 31, 2019, or at such time, date, and place as Seller and Purchaser may agree upon, or within 10 days after the completion of any title curative matters if necessary for items as shown on the Title Commitment or in the contract(which date is herein referred to as the "Closing Date"). Seller's Obligations at Closing 5.02. At the Closing Seller shall: (1) Deliver to the City of Round Rock, Texas a duly executed and acknowledged Deed conveying good and indefeasible title in fee simple to all of the Property described in Exhibit"A", free and clear of any and all liens and restrictions, except for the following: (a) General real estate taxes for the year of closing and subsequent years not yet due and payable; (b) Any exceptions approved by Purchaser pursuant to Article III hereof, and (c) Any exceptions approved by Purchaser in writing. (2) The Deed shall be in the form as shown in Exhibit"D" attached hereto. (3) Provide reasonable assistance as necessary to require Title Company to deliver to Purchaser a Texas Owner's Title Policy at Purchaser's sole expense, issued by Title Company, in Purchaser's favor in the full amount of the Purchase Price, insuring Grantee's fee simple and/or easement interests in and to the Property subject only to those title exceptions listed herein, such other exceptions as may be approved in writing by Purchaser, and the standard printed exceptions contained in the usual form of Texas Owner's Title Policy, provided, however: (a) The boundary and survey exceptions shall be deleted; 4 (b) The exception as to restrictive covenants shall be endorsed "None of Record", if applicable; and (c) The exception as to the lien for taxes shall be limited to the year of closing and shall be endorsed"Not Yet Due and Payable". (4) Deliver to Purchaser possession of the Property. Purchaser's Obligations at Closing 5.03. At the Closing, Purchaser shall: (a) Pay the cash portion of the Purchase Price. Prorations 5.04. General real estate taxes for the then current year relating to the Property shall be prorated as of the Closing Date and shall be adjusted in cash at the closing. If the Closing shall occur before the tax rate is fixed for the then current year, the apportionment of taxes shall be upon the basis of the tax rate for the next preceding year applied to the latest assessed valuation. Agricultural roll-back taxes, if any, shall be paid by Purchaser. Closing Costs 5.05. All costs and expenses of closing in consummating the sale and purchase of the Property shall be borne and paid as follows: (1) Owner's Title Policy and survey to be paid by Purchaser. (2) Deed, tax certificates, and title curative matters, if any, paid by Purchaser. (3) All other closing costs shall be paid by Purchaser. (4) Attorney's fees paid by each respectively. ARTICLE VI BREACH BY SELLER In the event Seller shall fail to fully and timely perform any of its obligations hereunder or shall fail to consummate the sale of the Property for any reason, except Purchaser's default, Purchaser may: (1) enforce specific performance of this Contract; or (2) request that the Escrow Deposit, if any, shall be forthwith returned by the title company to Purchaser. 5 ARTICLE VII BREACH BY PURCHASER In the event Purchaser should fail to consummate the purchase of the Property, the conditions to Purchaser's obligations set forth in Article III having been satisfied and Purchaser being in default and Seller not being in default hereunder, Seller shall have the right to receive the Escrow Deposit, if any, from the title company, the sum being agreed on as liquidated damages for the failure of Purchaser to perform the duties, liabilities, and obligations imposed upon it by the terms and provisions of this Contract, and Seller agrees to accept and take this cash payment as its total damages and relief and as Seller's sole remedy hereunder in such event. If no Escrow Deposit has been made then Seller shall receive the amount of$500 as liquidated damages for any failure by Purchaser. ARTICLE VIII MISCELLANEOUS Notice 8.01. Any notice required or permitted to be delivered hereunder shall be deemed received when sent by United States mail, postage prepaid, certified mail, return receipt requested, addressed to Seller or Purchaser, as the case may be, at the address set forth opposite the signature of the party. Texas Law to Apply 8.02. This Contract shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Williamson County, Texas. Parties Bound 8.03. This Contract shall be binding upon and inure to the benefit of the parties and their respective heirs, executors, administrators, legal representatives, successors and assigns where permitted by this Contract. Legal Construction 8.04. In case any one or more of the provisions contained in this Contract shall for any reason be held to be invalid, illegal, or unenforceable in any respect, this invalidity, illegality, or unenforceability shall not affect any other provision hereof, and this Contract shall be construed as if the invalid, illegal, or unenforceable provision had never been contained herein. 6 Prior Agreements Superseded 8.05. This Contract constitutes the-sole and only agreement of the parties and supersedes any prior understandings or written or oral agreements between the parties respecting the within subject matter. Time of Essence 8.06. Time is of the essence in this Contract. Gender 8.07. Words of any gender used in this Contract shall be held and construed to include any other gender, and words in the singular number shall be held to include the plural, and vice versa, unless the context requires otherwise. Memorandum of Contract 8.08. Upon request of either party, the parties shall promptly execute a memorandum of this Contract suitable for filing of record. Compliance 8.09 In accordance with the requirements of Section 20 of the Texas Real Estate License Act, Purchaser is hereby advised that it should be furnished with or obtain a policy of title insurance or Purchaser should have the abstract covering the Property examined by an attorney of Purchaser's own selection. Effective Date 8.10 This Contract shall be effective as of the date it is approved by the Round Rock city council or city manager, which date is indicated beneath the Mayor's or City Manager's signature below. Counterparts 8.11 This Contract may be executed in any number of counterparts, which may together constitute the Contract. Signatures transmitted by facsimile or electronic mail may be considered effective as originals for purposes of this Contract. [signature pages follow] 7 SELLER: .ao to � ncl KUc�G �` ��W✓ / Date 7Mo � J Address: vc�0 , - 0 Dere:_ 8 PURCHASER: CITY OF ROUND ROCK, TEXAS By: Address: 221 East Main St. Craig Mor n, MkJor Round Rock, Texas 78664 Date: .22'• �� 9 EXHIBIT "A" PARCEL 17 Variable Width Right-of-Way Acquisition METES AND BOUNDS DESCRIPTION OF A 1.74 ACRE TRACT OF LAND OUT OF THE BRIAN JOHNSON AND JESSICA JOHNSON TRACT LOCATED IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY, TEXAS BEING A 1.74 ACRE TRACT OF LAND SITUATED IN THE A. THOMAS SURVEY, ABSTRACT NO. 609, WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF A CALLED 5.5222 ACRE TRACT OF LAND AS DESCRIBED 1N A DEED TO BRIAN JOHNSON AND JESSICA JOHNSON, HUSBAND AND WIFE AND RECORDED IN DOCUMENT NO. 2003037132 OF THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY; SAID 1.74 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2-inch iron rod found for the common northwest corner of said 5.5222 acre tract and the southwest corner a called 5.526 acre tract of land as described in a deed to Michael G. Rucker and spouse, Denise B. Rucker and recorded in Document No. 9842360 of the Official Records of said County, being on the east line of a called 41.153 acre tract of land as described in a deed to the State of Texas and recorded as Parcel No. 2, Part 6 in Volume 1970, Page 515 of the Official Records of said County, for the northwest corner and POINT OF BEGINNING hereof; THENCE with the common north line of said 5.5222 acre tract and the south line of said 5.526 acre tract, North 88° 01' 08" East, a distance of 260.54 feet to a 1/2-inch rod with aluminum cap stamped "C.O.R.R. R.O.W." set for the northeast corner hereof; THENCE through the interior of said 5.5222 acre tract, with the arc of a curve to the right, having a radius of 2567.00 feet, an arc length of 317.19 feet, a central angle of 0070 04' 47", and a chord which bears, South 190 13' 27" East, a distance of 316.99 feet to a 1/2-inch rod with aluminum cap stamped "C.O.R.R. R.O.W." set on the common south line of said 5.5222 acre tract and the north line of a called 5.046 acre tract of land as described in a deed to Page 1 of 3 Steve M. Johnson and recorded in Document No. 9707287 of the Official Records of said County, for the southeast corner hereof; THENCE with the common south line of said 5.5222 acre tract and the north line of said 5.046 acre tract, South 880 00' 28" West, a distance of 234.08 feet to a 1/2-inch iron rod found for the common southwest corner of said 5.5222 acre tract and northwest corner of said 5.046 acre tract, being on the east line of a said 41.153 acre tract, for the southwest corner hereof; THENCE with the common west line of said 5.5222 acre tract and the east line of said 41.153 acre tract, North 230 40' 08" West, a distance of 325.85 feet to the POINT OF BEGINNING and containing 1.74 acres of land and based on the survey and exhibit drawing made by CP&Y, Inc. This metes and bounds description is accompanied by an exhibit drawing. Basis of Bearings: Bearings are based on the Texas Central State Plane Coordinate System NAD '83 (HARN '83), which is based on Leica's Central Texas GPS Cooperative CORS RTK Network. Surveyed in the field duri anuary and Febru 18, OF ARGARETA3101-01 M ar Nolen, R. 589 C &Y, Inc. One Chisholm Trail, Suite 130 Round Rock, Texas 78681 Ph. (512) 248-0065 TBPLS Firm No, 10194125 Project No. 1500603 G:1PROJECT511500603R-Kenney Fort Blvd. ExtensloMMETES AND BOUNDS\1500603R PARCEL 17.doc Page 2 of 3 ------------ EXHIBIT A PA RCEL 17 (VARIABLE WIDTH RIGHT-OF-WAY ACQUISITION) DRAWING TO ACCOMPANY METES AND BOUNDS DESCRIPTION OF A 1.74 ACRE TRACT OF LAND IN THE CITY OF ROUND ROCK, WILLIAMSON COUNTY, TEXAS CALLED 5.526 ACRES MICHAEL G. RUCKER AND SPOUSE, v� DENISE B. RUCKER DOC. NO. 9842360 O.R.W.C.T- 41s), (S N 88'01'08" E -- 260,.54' Ir TRACT NE 019 FIELD NOTE CALLED 5.:5222 ACRES goo SCALE: I f 00' .4- POINT OF BRIAN JOHNSON AND BEGINNING JESSICA JOHNSON, HUSBAND AND WIFE LOCATION MAP DOC. NO. 2003037132 R=2;567.00' 0.P.R.W.C.T. L=317.19' A=007*04'47" -A in 0 CD=316.99' Uj :-A tr CB=S 19'13'27" E Q GATTIS SCHOOL RD. 0 VARIABLE WIDTH SITE -A U% RIGHT—OF—WAY ACQUISITION: L 1.74 ACRES W 0.cp C)-7 '-)3 ROUND ROCK S 88'00'28" W 234.08' TRACT LINE (N 89-52'18" W) CALLED 5.046 ACRES STEVE M. JOHNSON DOC. NO. 9707287 LEGEND O.R.W.C.T. • 1/2" IRON ROD FOUND (UNLESS OTHERWISE NOTED) GENERAL NOTES: 0 = 1/2" IRON ROD WITH ALUMINUM CAP 1 ALL PROPERTY CORNERS FOUND ARE CONTROL MONUMENTS. STAMPED "C.O.R..R. R.O.W," SET 2) SUBJECT TO ANY AND ALL COVENANTS, RESTRICTIONS, EASEMENTS R.0.W. = RIGHT—OF—WAY AND CONDITIONS THAT MAY BE APPLICABLE. 0.R.WC.T, = OFFICIAL RECORDS WILLIAMSON 3) THIS DRAWING IS ACCOMPANIED BY A METES AND BOUNDS DESCRIPTION. COUNTY, TEXAS 4) BEARINGS ARE BASED ON THE TEXAS CENTRAL STATE PLANE 0.P.R.W.C.T. = OFFICIAL PUBLIC RECORDS, COORDINATE SYSTEM NAD '83 (HARN '931, WHICH IS BASED ON LEICA'S CENTRAL TEXAS GPS COOPERATIVE CORS RTK NETWORK. WILLIAMSON COUNTY, TEXAS .......... 1 Chisholm Trail,Suite 130,Round Rock,Texas 78681 511248,0065 TEXAS REGISTERED ENGINEERING FIRM F-1741 TBPL510194125 CP. &yj MARGARET A.NOLEN)�-, I HEREBY STATE THAT TO THE BEST OF MY PROFESSION KN E AND BELIEF THAT "10 THIS PLAT AND THE SURVEY UPON WHICH BAS REQUIREMENTS FOR LAND SURVEYS IN THE STATE OF TEXAS. US tyo� suft SURVEYED DURING: JANUARY AND FEBRUARY, 2018 �yr Z o4A T A. NOLEN, .P.L.S. NO, 5589 3 OF 3 0 100, 200" A-5116 PLAT NO. DRAFT DATE 02,/-05./-201P DRAWN BY—WA—N SCALE WORK ORDER N0, 1500603 FIELDBOOK 303 TAB # A-5116 02018 ALL RIGHTS RESERVED DIGITAL FILE 1500603R PARCEL 17 F/N # 1500603R PARCEL 17 — ..-a i= PROP.OSm� 7,: oT' "� GAIDS_CL-= GATf1,5_CL_3 P CL-6 J$)�GL-8 BY OTHERS t 2g PI STATION 125+24.84 PI S AT10N- 128 .67 «• AFB C--� �} .�2 ! t X18 NORTHING 10,155,507.1643 NORTHING= 10,155,539.5376 PI STATION= 118+2�7 PI 5�ATION- 153+23.23 PI STATION= 142+11.f PI STATION 81+85.89 1 +v2� GATTIS CL-3 ry � g FASTING-3,147,926.3253 FASTING=3,148,266.8400 +b NORTHING= 10 155 328.9274 NORTHING= 10,154 011.2788 NORTHING= 10,153 135.7953 NORTHING 10 152 504.0328 '- DELTA 2'32'25"(L1) DELTA 3'08'36.18-(RT) EASTING=3,14`/,491.1387 EASTING=3,148,12§.3623 EASTING=3,148,291.7490 EASTING=3,150,290.6255 END CONSTRUCTION RADIUS-3,000.00' RADIUS-3,000.00' rx.r DELTA-9.24'07"(LT) DELTA- 14'44'43-(RT) DELTA- 12'55'26"(LT) DELTA-22'46'03"(RT) R ry STA 128+00.00 D= 1'S4'35' D= 1'54'35' RADIUS 1,113.00' RADIUS=2,490.00' RADIUS 2,356.00' RADIUS- 17,000.00' �►.�#,p� n .J TANGENT'=66.52' TANGENT=82.31' D-5'08'52" D=2' 18'04" D=2'25'55" D=0'20' 13' LENGTH= 133.01' LENGTH- 162.59' TANGENT-91.52' TANGENT-322.18' TANGENT-266.85' TANGENT-3,422.79' iT>*e4 re Q LENGTH 640.81' LENGTH=531.43' LENGTH=6.755.28' tri -h END ACCESS CONTROL47 LENGTH 182.64' I tib\..AOR 7 STA 127+19.69 7 SBEGIN ACCESS CONTROL � • /i N x STA:125+20.97 f '* {o JW: >t 3' ! '!tldta�•12 WES VIEW ACRES SUBDMSION j - 1x3 GATTIS-CL-2 .,� - �• END.ACCESS CONTROL ! ` \ ws �i y STA.,1z3+�4o.0o J „ `� END ACCESS CONTROL / BEGIN ACCESS CONTROL STA. 130+30.00 A STA. 125+40.00 t 111 : l �' Y b 1p r BEGIN ACCESS CONTROL' R -gyp r STA 132+3000 ry do > 1 _ V. T m -:-� -----.-.PROP. KFB-CL-7 END tNC S CONTROL EXISTNG 2-8'X4'ICULVERT- F _r /Viz• 5 `�'1 t oY+oa y4 R a.:• f/', CPRUOLVPEORSTED:1,3.-+4oXiof:- KENNEyY F._O.RT B_.LVD.,N.—B is_o+o—o , —___,y•_3 Rr'__"'�.' - PROPOSED POSED � ' ST 140+50.00 BEGIN ACCESS CONTROL TRO L 00 R CULVERT STA END PROJECT - 3 90.70 In �!'fl r �. -- ;`7 �+-: ; i ; _ �cx_, u,•a- ' r-,-ate.-, •.1i� n - -- uu �� � -• �"� -/ .' of NEY FO . Rf,�BLVD:- � _ 13:47'E '140+� x rte__#_. • •_ I&RROP - - � '•'�; -.._._.�_ __-_._... .- _ may/ 1 -- iMOKAN R:O.W. —s•- _ i ..�-.._.a� >. r�'M- ' �_..,..�., -_-•=-:_s,.,.__�-,—...- --„--.-._ —ice _-_- 2 x n / MOKAN R.O.W. III 111 -,:. '�•rti.' �-� ':,JPOSED 4-8'X5'BOX CULVERi.J 7 ' - - ---—— WW Steel Casing CULVERT EXTENSION - Pipe ipe t0 be installed between 8` • t Sta. 130+00 and ; Sta. 140+00 cATns CL PI STATI NO- 110+12.93 f GATTIS_CL-1 NORTHING- 10,155,43 359 rr FASTING 3,146,416.33838 3 DELTA- 1.10'51"(LT) RADIUS=6,000,00' D=0'57' 18" J 111 ' hh TANGENT=81.83' j LENGTH- 123.66' I : I i i I I I I i ax- 1.361 1 1 1 END PROJECt ,. STA. 146+90.70 f .P z :cutinor R ,.xoss.,. CM a X rlT tloua 1573 r.. 4 It : r �-AAI X. , 44 4. 7 DRIVEWAY -�Z t`` i` LOCATIONS It s t y rluc�xe aaa xoACRO _ o If - NID p R i ma mm I . - r t0.iim'irawrc,. U.T. g t �r i- . 1' y O i _ 1 'oo op . At GWILD a.we N]IEES , �R417y,.� rm m air tk a K`' - ,. \ C �1 LLi110 NCUQIRDI.JR..AMII wME /� DF.w.4T. 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USUAL PROPERTY OWNERS DESCRIPTION ACQUISITIOLIC N ACQUISITION (AC) USUAL DIMENSION ACQUISITIOATE ROW TEMP N (AC) DIMENSION STATUS i' RAM 1 R451327 ROUND ROCK RANCH LTD VACANT LAND — PRIVATE 3.39 95' x 1720 0.598 15' x 1720' PENDING ' 2 R487630 PRESERVE AT DYER CREK HOA VACANT LAND — PRIVATE 1.87 65' x 1250' DEDICATED t 3 R487576 CROSSLEY & CROSSLEY VACANT LAND — PRIVATE ON HOLD s W 4 R392243 STATE OF TEXAS VACANT LAND — PUBLIC 0.138 54' x 100' MOU Z .. � J 5 R055774 GRAVER BRIAN JAMES & SHEILA JOY OFFUTT RESIDENCE 1.08 98' x 460' SUBMITTED 6 R055768 PAUL JOHN N RESIDENCE 1.93 150' x 498' SUBMITTED 7 R055902 UHL, DAVID M & SANDRA M VACANT LAND — PRIVATE 0.638 35' x 625' SUBMITTED n P 8 R339723 STATE OF TEXAS VACANT LAND — PUBLIC 10.688 150' x 2340' MOU t 9 R330980 CITY OF ROUND ROCK OLD FIRE STATION 0.185 10' x 150' ON HOLD f r 10 R066467 AGAHI, FARID VACANT LAND — PRIVATE ' x 7 € 11 R066468 RODENBECK 5.17 24493' SUBMITTED LLOYD R JR & ANGELA M RESIDENCE 5.17 44 x 338'93 SUBMITTED a 12 R066469 FELLOWSHIP AT FOREST CREEK VACANT LAND — PRIVATE 0.284 22' x 340' ISUBMITTEn lot 13 R392244 STATE OF TEXAS VACANT LAND — PUBLIC 0.141 98' x 661' MOU 14 R066486 NORD RICHARD RESIDENCE 1.41 78' x 261' SUBMITTED YgS `P 15 R066485 RUCKER MICHAEL G & DENISE B RESIDENCE 1.57 77' x 288' SUBMITTED } 6F .' 16 R329639 STATE OF TEXAS FOR PERMANENT SCH FUND VACANT LAND — PUBLIC 0.268 38' x 249' SUBMITTED oZf E 17 R066484 JOHNSON BRIAN & JESSICA RESIDENCE 1.74 217' x 325' SUBMITTED r 18 R066483 JOHNSON STEVE M IRESIDENCE 1.65 1147' x 409' SUBMITTED v 19 R066482 ROBINSON, GARY BRIAN RESIDENCE 1.27 59' x 611' SUBMITTED 86 20 ROfi6481 ROBINSON, BRIAN & BELINDA RESIDENCE 0.119 58' x 227' SUBMITTED �� CURVE DATA KFB CL-7 PC PT / P.I.STATION 133+23.23 CURVE NO RADIUS STA OFFSET STA OFFSET 3 NORTHING = 10,154,011.2788 CURV-7A 280 122+04.57 2.80 LT 122+67.67 10.00 LT / EASTING -3,148,123.3623 DELTA 14'44'42.63'(RT) RADIUS 2,490.0000 PROP ROWD 7 18'03.73' 3 TANGENT 322.1832 / LENGTH 640.8061 50 25 0 50 100 CURB do GUTTER CMI) ` SHARED USE PATH KFB CL-7 SCA c FEET .... .. — P R 0 HORIZ. .{- - -I- 5 2.5 0 5 10 N c / •- N1 PROPOSED EDP 3 KFB KENNEY FORT BLVD NB Q M �I `— SCALE VERT FEET 125+00 130+00 N '^ n 11 N � _—I__ _ .1 _ _ _ _ _ _ V) � CURV-7A S 25'37'58.10'E ___—_ _-_-y- NOTES: --► LrJ i. ALL DIMENSIONS ARE TO LIP OF GUTTER WHERE & Z/ xII 7/ STA 127+01.35 KENNEY FO BLVD SB o �I Z APPLICABLE. o J --► NI PROPOSED EOP END TRANSITION N, '�► •-I 2. ALL STATIONING BASED ON rt KFB UNLESS n OTHERWISE NOTED. O U Q 3. EXISTING GROUND PROFILE IS AT(E KFB. PROP CULVERT NO.11 CURB do GUTTER(TYIQ SIDEWALK �o 4. DRIVEWAY LOCATIONS SHOWN ARE APPROXIMATE N ; AND SHALL BE VERIFIED IN THE FIELD PRIOR TO v CONSTRUCTION.�SA ON.DRIVEWAY DETNL SHEETS FOR FURTHER,m PROP • S. SEE SIDEWALK LAYOUT SHEETS FOR LIMITS m _.flow_.,., - _ f of SIDEWALK. r., �r—�..��•nr .nr .wr w ' ""Tr •nr PROP ROW-. LEGEND MOKAN ROW PROPOSED PAVEMENT MILL/SEAI,/OVERLAY v _ CONCRETE r� o` ®PAVERS l I o 3 DYER BRANCH � a 0 0 ��- -----�- - ' - -�- -' --- ;- - - = - -- - I----------I------ - -----� ------L-------'1.---------L-------'---------L-------'--------L------- ---- F a ONLY 60% SUBMITTAL OR INTERIM REVIEW ON M NOT FOR CONSTRUCTION,BIDOMIG, W OR PERMIT PURPOSES. 1 �!7 i ______i , i , i , i i i i ' ____ i r______}__ r_______1________r_______t________r_______r_______ry________r_______�________r_______�________r_______i________r______ _r_______�________r_______1________ u U M R&D EXISTi ; '' Dm2 1m , , 1 ' , i � 1 1 m_a � 1 , 1 � � 1 ' NG GROUND uiN Z50_ ' ' ' ' ' ' ' ar ' ENGINEER RYAN J.mm ---------- e -------- -- --------- ------- -------- ------- --------`- , P.E.No. 177733 DATE 6282m9 W 419% + 1.1 BD%uu +.1 ir i i 1 r � I r i i 1 , 1 NG. NENSgN K MfE ci �_______________- _N _______ ________._______ _______-._ a________._______a________ _______ ________�_______ ________ _______ -------- _______.______ ------- ENGININ TEXAS S RG FIRM FE ________-____ 11741 cNY-) ROUND ROCK TEXAS -------n--------r------ '1--- ---r-- -"r=O.OS__--'- ------- --- ------------ , K542 ' _r _ _r PROP- , r________r_______r________________r________________r_______ ________ _______ ________ _______�___-____�_______i________ o L-140.00' WASTE WATER KENNEY FORT BLVD-SEGMENTS 2 do 3 � PROP CULVERT NO.:11 KENNEY FORT o `------ - -- - - - - D - - -- ROADWAY PLAN & PROFILE rn •' n�� m�Y, 01:N pir Oif" 1ni`1' •tiN Nilrf O:m OXY �p'N NiO, p,m m:n OHO air• N:M O:O ,n C:W STA 122+00 TO STA 132+00 1N O,r'I I�i3O Y,Y �,p n,m rrl,N 01,r'] Irl,m '-TILT .,n N,I� aO�N �,p, O,'O .9: ,h �,NI Plirn w,n �iN O,m ei '�� •,l`1 •'CI O'cV f`MI I"M] Inj 01' 4:,In :m O'10 Im r4. N'nd r),a, PI'O Y'•- ' •� i o..y�•a SP �•, gy�pr• 11nn �rpp pppp pp 'X 'f'P] Y� Y".r Y"r vF'< d'< r•'C W' M'Y If7'� v1'Y h'Y V]'� h'a h'� N'N 1n'ul Y~I'N rfj�n N'N Sf.11E rmFFl,ll M r1MQ 110. na.r RJe x TEXAS r'r, -�'� �'r ^'^ r'r �'^ �'r rr �'� rr---- �'c _r_J, c'c - r'r c'c _ m - - ---------------- 125+00 130+00 �.•� �' �111�g"°" "� xo. RJB I AUS I WILLIAMSON 10914 OS 1 195 1 43 p.:/Active Projects RNDR15603.00 8.00 Plans and Drawings 8.30 Cul Sheets 8.3.04 Racdway 15603.00RDpp07.d9n KFB CL-8 P.I.STATION -142+11.20 KFB CL-7 I NORTHING -10,153,135.7953 Z FASTING -3,148 '.74110 P.I.STATION - 10,154,11 DELTA -17 55'26.28-(LT) NORTHING -10,154,011.2788 I = FASTING 3,148,123.3623 RADIUS 2,356.0000DELTAD -2'25'54.87' RADIUS -2,4 0.044'42.63'(R17 I TANGENT =266.8489 RADIUS =7 1S'003. LENGTH -531.4329 D -7 18'03.73' TANGENT -372.1832 LENGTH 640'88061061 I CURB h GUTTER CMI) — — SHARED U PATH 50 25 0 50 100 = SCALE FEET PROP R v v V M n Z n PROPOSEDFOP KKFBFEET KENNEY FORT BLVD B a„ _ 0 o in KFB CL-8 Tr'1 5 2.5 0 5 10 KFB CL-7 135+00 140+00 _ SCALE VERT. J PROPOSED EDP KENNEY FORT BLVD SB ro M �� / w � N NOTES: +O 1. APPA E ONS ARE TO LIP OF GUTTER WHERE o �► C4 j _ ' O 2. ALL STATIONING BASED ON q KFB UNLESS eo CULVERT NO.1+ PROP SH45 CUL O m CURB&GUTTER(IYII) a SIDEWALK I �- OTHERWISE NOTED. ° } .,� PROP �-" 3. EXISTING GROUND PROFILE IS AT�KFB. O o D ,.,/� •\ /1+•'. R 4. DRIVEVlAY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL.BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.SEE DRIVEWAY DETNL SHEETS FOR /"wFURTHER INFORMATION. MOKAN ROW �_/ S. SEE SIDEWALK LAYOUT SHEETS FOR LIMBS V/ m OF SIDEWALK. LEGEND ct PROPOSED PAVEMENT o m . DYER�(�H-^' / ���� MILL/SEAL/OVERLAY CONCRETE o ��} �••�.. / ®PAVERS a o m o 1.36' MM r __770 ------------ K-.132 60% SUBMITTAL o 'er FOR INTERIM REVIEW ONLY M + STRUCTIONOT FOR CONSTRUCTION, W 4 i i i ____ i i i i i i i i i i N OR PERMIT PURPOSES. TNG. o: , i ''lF a z a a - , - ----- rn� r_______�_ ehp.____r________,________r________,________{��p _ ________r_______ ________r_______�________r_______- _r_______n________r_______�________r_______�________ ' ' ____ ______ ' ' 1 ' ' ____ _____ i ________�________________�___ , __,>Y1____,_______-________,_______� —A _ ENGINEER RYAN J.BL.NR , I I I I — 1' P.E.No. 117733 DATE 6282019 ava I�LISf1NG GE)OUNO (} 1-180% _- i250z g u u , I I _I_ _ i 1 1 I I I 1 I 1 1 I W L __T_ 1_—__ __ —___ ' I L I 1 I 1 1 —1—————______ _______' —T—^'_J________r_______ ________ -------------------------- r Ty g% Ro. RMBr w7c + ,+ ();1.2507E +)1• ,\ � I I 1 , o TEXAS REGISTERED ________ _______`^ _____�_______________�_______,_ I I - 1 _______'________ _____i________._______a________�_______�______-9______ _ 4APERT-NO,-1,1• ENGINEERING FIRM F-1741 r 750 CR&Y� ° � PROP I I � I I 1 1 1 I 1 1 ax:•-0.90' WATQR , 1 1 1 - --r -- , - --' - m ROUND ROCK TEXAS a1 1 I I L=1300 00 I ------ --------- -------r'---- ------i--------�-----'-i--------r-------i--------�- -----i-------- -------i-------- ,,, ;PROP il-I s CULVERT KENNEY FORT BLVD-SEGMENTS 2 k 3 i KENNEY FORT BLVD I 1 I 1 1 1 739ROADWAY PLAN do PROFILE o�m 1 I I 1 I 1 I 0 '.a ;'G m'M1 m o 'm m'm n;m n v'� o'm m'o �,� ,N a;o� a'r N;N n' n'm A 132+00 TO STA 142+00 m I �'N a ' •-1�- I •,m ln�m �.m n�� In �1�v, rn�ry vT�rn n�,- 1 �1 ,� , o p lolri ,enc I:I vi riIN n'lri ri'vi t:lui ®lu7 ula lnla a wln a .r!v �a 1(~x]��' �'n ,m aTl m�l'T o..a.c sP suc rmoa.n Baa Ra N R'IX v11 Y7 m'In mll[7 mlvl mlu'1 mlu7 ir."m w n wi,,n 11111x] m'm *'rl m�ln xIIN MA IN 1f1�Va7 t711"ll hllry hIN llmln ' RJBX TEXAS m ------a,w---'-r r-----C�n'----r'r-----CJn-----r'r-----n�n----- :Ln ���-----rr----��n-----rT'----gr----- -I=----�r-----L-��-----AJ�--_'_�''�'----.1�J�-----�-'�-----�r--'--c�c----------'---- --------- 135+00 140+00 0... SP m RJB AUS I WIWAMSON 1 OS141 05 1 195 1 44 pw:Active Projects RNDR15603.00 8.00 Plans and Drawings 8.30 Cut Sheets 8.3.04 Roadway 15603.00RDppO8.dgn EXHIBIT "C" (Page 4 of 4) WIDTH VARIES. 1" WOLMANIZED WOOD (12' MINIMUM) EXPANSION JOINT W/ #4 (45' MAXIMUM) DOWELS 018' O.C. oil III EXPANSION JOINT. PROVIDE EXPANSION JOINT "4 _--___ __---__ WHERE DRIVEWAY MEETS CURB w W TYPICAL AND GUTTER. IF ONE EXISTS C a SIDEWALK LOCATION. SIDEWALK AREA. WITHIN 5 FEET, THIS (SEE NOTE #1) JOINT NOT REQUIRED. CONCRETE SIDEWALK ,/ LRADIUS' 10' WING AS NECESSARY. / (TYPICAL) — FLOW LINE. SAW CUT EXISTING CURB EXPANSION JOINT REQUIRED AND GUTTER SECTION AT PROPOSED DRIVEWAY. IF NEAREST EXPANSION JOINT FOR WIDTHS (W) OVER 30'. IS WITHIN 5 FEET OR LESS FROM DRIVEWAY, EXISTING CURB AND GUTTER SECTION SHALL BE REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. PLAN TYPICAL SIDEWALK LOCATION. 6" LENGTH (L) VARIES. 7 TOP OF CURB BEYOND. TAPER CURB FOR 2'-0"� NORMAL ELEVATION 0 R SIDEWALK AS NECESSARY. 1 (TYP.) IS LENGTH OF DRIVEWAY ASPHALTIC CONCRETE MULTIPLIED BY 2% PLUS SURFACE COURSE. ,,�.---~"~ TOP OF CURB ELEV. ' #3 BARS ® 18" O.C.E.W. ROLL GENTLY CLASS 'A' CONCRETE COMPACTED 18" AS REQUIRED. WITH BROOM FINISH. BASE COURSE. MIN. SECTION 'A-A' 2" SAND CUSHION. COMPACTED SUBGRADE. TOP OF CURB. 24"-#4 SMOOTH DOWEL. PREMOLDED EXPANSION DOWELS. LIP OF GUTTER. JOINT MATERIAL. 16" DOWEL COATING/SLEEVE. i DRILL EXISTING EXIST. N DOWEL SUPPORT. GUTTER. CONS7.CONST. SAW CUT. 3" 6 EXPANSION JOINT DETAIL SECTION NOTE: 1. THE SIDEWALK AREA OF THE DRIVEWAY SHALL SLOPE TOWARD THE STREET PAVING AT NO MORE THAN 2%. O RSIGNED COPY CITY OF FOUND ROCK DRAWING No: FRE LI ON FILE AT PUBLIC WORKS S-03 APPROVED 11-08-01 i•� I ISNb t , DATE CONCRETE DRIVEWAY DETAIL (COMMERCIAL OR MULTI FAMILY} THE ARCHITECT/ENGINEER ASSUMES r.. RESPONSIBILITY FOR THE APPROPRIATE .••�'�:y. USE OF THIS DETAIL w EXHIBIT "D" Parcel 17 DEED Kenney Fort Boulevard Right of Way THE STATE OF TEXAS § COUNTY OF WILLIAMSON § NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: That BRIAN JOHNSON and JESSICA JOHNSON, hereinafter referred to as Grantor, whether one or more, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by City of Round Rock, Texas, the receipt and sufficiency of which is hereby acknowledged, and for which no lien is retained, either expressed or implied, have this day Sold and by these presents do Grant, Bargain, Sell and Convey unto CITY OF ROUND ROCK, TEXAS, all that certain tract or parcel of land lying and being situated in the County of Williamson, State of Texas, along with any improvements thereon, being more particularly described as follows: All of that certain 1.74 acre tract of land out of and situated in the A. Thomas Survey,Abstract No. 609 in Williamson County, Texas; said parcel more fully described in Exhibit"A", attached hereto and incorporated herein Parcel 17); SAVE AND EXCEPT, HOWEVER, it is expressly understood and agreed that Grantor is retaining title to the following improvements located on the property described in said Exhibit "A" to wit: NONE RESERVATIONS FROM AND EXCEPTIONS TO CONVEYANCE AND WARRANTY: Visible and apparent easements not appearing of record; Any discrepancies, conflicts, or shortages in area or boundary lines or any encroachments or any overlapping of improvements which a current survey would show; Easements, restrictions, reservations, covenants, conditions, oil and gas leases, mineral severances, and encumbrances for taxes and assessments (other than liens and conveyances) presently of record in the Official Public Records of Williamson County, Texas, that affect the property, but only to the extent that said items are still valid and in force and effect at this time. Grantor reserves all of the oil, gas and other minerals in and under the land herein conveyed but waives all rights of ingress and egress to the surface thereof for the purpose of exploring, developing, 00427065.DOC mining or drilling or pumping the same; provided, however, that operations for exploration or recovery of any such minerals shall be permissible so long as all surface operations in connection therewith are located at a point outside the acquired parcel and upon the condition that none of such operations shall be conducted so near the surface of said land as to interfere with the intended use thereof or in any way interfere with,jeopardize, or endanger the facilities of the City of Round Rock, Texas or create a hazard to the public users thereof, it being intended, however, that nothing in this reservation shall affect the title and the rights of Grantee to take and use without additional compensation any, stone, earth, gravel, caliche, iron ore, gravel or any other road building material upon, in and under said land for the construction and maintenance of Kenney Fort Boulevard. TO HAVE AND TO HOLD the property herein described and herein conveyed together with all and singular the rights and appurtenances thereto in any wise belonging unto City of Round Rock, Texas and its assigns forever; and Grantor does hereby bind itself, its heirs, executors, administrators, successors and assigns to Warrant and Forever Defend all and singular the said premises herein conveyed unto City of Round Rock, Texas and its assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof. This deed is being delivered in lieu of condemnation. IN WITNESS WHEREOF, this instrument is executed on this the 104.day of 41, , 2019. [signature pages follow] 2. GRANTOR: Brian n ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF § This instrument was acknowledged before me on this the 10 +1-day of A 2019 by Brian Johnson, in the capacity and for the purposes and consideration r cited therein. Notary Public, State of Texas �,��• KAYLA S. HAL_ Notary Public state of Texas My Comm.Exp.11-30-2019 3. GRANTOR: f q' sica Johns ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF a� § This instrument was acknowledged before me on this the io.,qday of , 2019 by Jessica Johnson, in the capacity and for the purposes and consideration recited therein. Notarublic State of Texas =•` ,, KAYLA S. HALL y Nobry Public State of Texas My Comm.Exp.11-30-2019 PREPARED IN THE OFFICE OF: Sheets & Crossfield, P.C. 309 East Main Round Rock, Texas 78664 GRANTEE'S MAILING ADDRESS: City of Round Rock Attn: City Manager 221 Main Street Round Rock, Texas 78664 AFTER RECORDING RETURN TO: 4.