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HomeMy WebLinkAboutContract 59103Date Received: 3/24/2023 Time Received: 12:00 p.m. Record Number: PN22-00174 City Secretary No.: 59103 PUBLIC PROPERTY EASEMENT ENCROACHMENT LICENSE AGREEMENT TIER II THIS AGREEMENT is made and entered into by and between THE CITY OF FORT WORTH, a home rule municipal corporation of Tarrant County, Texas ("City'), acting by and through its duly authorized City Manager, Assistant City Manager, or Director of the Development Services Department, and NTP35, LP, a(n) Texas limited partnership ("Licensee"), acting by and through its duly authorized Manager. RECITALS WHEREAS, Licensee is the owner of the real property located at 2100 North Tarrant Parkway, Fort Worth, Texas 76177 ("Property"), as recorded in Deed Records, by Instrument Number D216282322, in Tarrant County, Texas, and; WHEREAS, the City owns a water and sanitary sewer easements (the "Public Property") adjacent to the Property, recorded in the deed records of Tarrant County by instrument number D222291180; and WHEREAS, Licensee desires to construct, place, and maintain certain improvements which will encroach in, on, above, or below the Public Property; and WHEREAS, to accommodate the needs of the Licensee, the City will allow the encroachment under the terms and conditions as set forth in this Agreement. NOW, THEREFORE, the City and Licensee agree as follows: AGREEMENT 1. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX The City, in consideration of the payment by Licensee of the fee set out below and covenants and agreements hereinafter contained to be kept and performed by Licensee, hereby grants permission to Licensee to encroach in, on, above, or below and occupy a portion of the City's Public Property as described in and at the location shown on Exhibit "A," but only to the extent shown thereon, for the purpose of constructing, installing, and maintaining 18", 21", 24", 30", 36", 42", 48" R.C.P.s and private storm drains (the "Encroachment"). Upon completion of the Encroachment, Licensee agrees to be responsible for maintaining the Encroachment within the Public Property. Licensee shall not expand or otherwise cause the Encroachment to further infringe in or on the Public Property beyond what is specifically described in Exhibit "A." Tier II Easement Encroachment Agreement Page 1 of 13 Revised 12/2022 2. All construction, installation, maintenance, and operation of the Encroachment and the use or occupancy of the Public Property shall comply with and be performed in strict compliance with this Agreement and with the charter, ordinances, codes, and policies of the City. Prior to the construction or installation of the Encroachment, Licensee shall submit all plans and specifications to the Director of the Development Services Department or duly authorized representative. Licensee shall not commence construction or installation of the Encroachment nor make any use of the Public Property until after the execution of this Agreement. 3. Licensee, at no expense to the City, shall make proper provisions for the relocation and installation of any existing or future utilities affected by such Encroachment and the use and occupancy of the Public Property, including the securing the approval and consent of the appropriate utility companies and agencies of the State of Texas and its political subdivisions. In the event that any installation, reinstallation, relocation, or repair of any existing or future utility or improvements owned by or constructed by or on behalf of the public or at public expense is made more costly by virtue of the construction, maintenance, or existence of the Encroachment and use of Public Property, Licensee shall pay to City an additional amount equal to such additional cost as determined by the Director of Transportation and Public Works, the Director of the Water Department, the Director of the Development Services Department, or their duly authorized representative. 4. Licensee agrees that City may enter and utilize the Public Property at any time for any public purpose, including installing, repairing, replacing, or maintaining improvements to its public facilities or utilities necessary for the health, safety, and welfare of the public. The City shall have no responsibility or liability for any damages related to the Encroachment resulting from the City's use of the Public Property; however, the City shall make reasonable efforts to minimize such damage. 5. Upon termination of this Agreement, Licensee shall, at the option of and at no expense to the City, remove the Encroachment and restore the Public Property to a condition acceptable to the Director of Transportation and Public Works, the Director of the Water Department, the Director of the Development Services Department or their duly authorized representative. Any such removal of the Encroachment shall be in accordance with then -existing City regulations and policies. It is understood and agreed Tier II Easement Encroachment Agreement Page 2 of 13 Revised 12/2022 to by Licensee that if this Agreement terminates and Licensee fails to remove the Encroachment and restore the Public Property, Licensee hereby gives City permission to remove the Encroachment and any supporting structures from the Public Property, to restore the Public Property, and to assess alien on the Property for the costs expended by the City in taking such actions. 6. In order to defray all costs of inspection and supervision which the City has incurred or will incur as a result of the construction, maintenance, inspection or management of the Encroachment and use of Public Property as provided for by this Agreement, Licensee agrees to pay to City at the time this Agreement is requested an application fee in the sum of Nine Hundred Dollars ($900.00). 7. The term of this Agreement shall be for thirty (30) years, commencing on the date this Agreement is executed by City. However, the City may terminate this Agreement upon Licensee's noncompliance with any of the terms of this Agreement. City shall notify Licensee in writing of any such noncompliance and if Licensee does not cure the noncompliance within thirty (30) days of notice from City, the City may terminate this Agreement. However, the City may, at its sole option, allow the Agreement to remain in effect so long as Licensee has taken reasonable measures to cure the noncompliance or is continuing to diligently attempt to remedy the noncompliance. 8. It is further understood and agreed between the parties hereto that the Public Property to be used and encroached upon is held by City as trustee for the public; that City exercises such powers over the Public Property as have been delegated to it by the Constitution of the State of Texas or by the Texas Legislature; and that City cannot contract away its duty and its legislative power to control the Public Property for the use and benefit of the public. It is accordingly agreed that if the governing body of City may at any time during the term hereof determine in its sole discretion to use or cause or permit the Public Property to be used for any other public purpose, including but not being limited to underground, surface, or overhead communication, drainage, sanitary sewerage, transmission of natural gas or electricity, or any other public purpose, whether presently contemplated or not, that the parties agree to negotiate in good faith in order to accommodate both the Encroachment and the public purpose. 9. LICENSEE COVENANTS AND AGREES TO INDEMNIFY, AND DOES HEREBY INDEMNIFY, HOLD HARMLESS, AND DEFEND CITY, ITS Tier II Easement Encroachment Agreement Page 3 of 13 Revised 12/2022 OFFICERS, AGENTS, SERVANTS, EMPLOYEES, AND ELECTED OFFICIALS FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OR CHARACTER, WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE CONSTRUCTION, MAINTENANCE, OCCUPANCY, USE, EXISTENCE, OR LOCATION OF THE ENCROACHMENT AND USES GRANTED HEREUNDER, WHETHER OR NOT CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, LICENSEES, ELECTED OFFICIALS, OR INVITEES OF THE CITY; AND LICENSEE HEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR SUCH CLAIMS OR SUITS. LICENSEE SHALL LIKEWISE ASSUME ALL LIABILITY AND RESPONSIBILITY AND SHALL INDEMNIFY CITY FOR ANY AND ALL INJURY OR DAMAGE TO CITY PROPERTY ARISING OUT OF OR IN CONNECTION WITH THE ENCROACHMENTS AND ANY AND ALL ACTS OR OMISSIONS OF LICENSEE, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, LICENSEES, OR INVITEES. 10. While this Agreement is in effect, Licensee agrees to furnish City with a Certificate of Insurance naming City as certificate holder as proof that is has secured and paid for a policy of public liability insurance covering all public risks related to the proposed use and occupancy of public property as located and described in Exhibit "C." The amounts of such insurance shall be not less than $1,000,000 with the understanding and agreement by Licensee that such insurance amounts may be revised upward at City's option and that Licensee shall so revise such amounts immediately following notice to Licensee of such requirement. Such insurance policy shall not be canceled or amended without at least thirty (30) days prior written notice to the Building Official of the City. A copy of such Certificate of Insurance is attached as Exhibit "B" and incorporated herein for all purposes. Licensee agrees, binds, and obligates itself and its successors and assigns to maintain and keep in force such public liability insurance at all times during the term of this Agreement and until the removal of the Encroachment and restoration of the Public Property. All insurance coverage required herein shall include coverage of all Licensee's contractors and subcontractors. 11. Licensee agrees to deposit with the City when this Agreement is executed a sufficient sum of money to be used to pay necessary fees to record this Agreement in the Tier II Easement Encroachment Agreement Page 4 of 13 Revised 12/2022 real property records of the county in which the Encroachment is located. After being recorded, the original shall be returned to the City Secretary of the City of Fort Worth. 12. Licensee agrees to comply fully with all applicable federal, state, and local laws, statutes, ordinances, codes, and regulations in connection with the construction, operation, and maintenance of the Encroachment and use of the Public Property. 13. Licensee agrees to pay promptly when due all fees, taxes, or rentals provided for by this Agreement or by any federal, state, or local statute, law, or regulation. 14. Licensee covenants and agrees that it shall operate hereunder as an independent contractor as to all rights and privileges granted hereunder and not as an officer, agent, servant, or employee of City, and Licensee shall have exclusive control of and the exclusive right to control the details of its operations, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees, and invitees. The doctrine of respondeat superior shall not apply as between City and Licensee, its officers, agents, servants, employees, contractors, and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between City and Licensee. 15. Licensee agrees and acknowledges that this Agreement is solely for the purpose of permitting Licensee to construct, maintain, and locate the Encroachment over or within the Public Property and is not a conveyance of any right, title, or interest in or to the Public Property, nor is it meant to convey any right to use or occupy property in which a third -parry may have an interest. Licensee agrees that it will obtain all necessary permissions before occupying such property. 16. In any action brought by the City for the enforcement of the obligations of the Licensee, City shall be entitled to recover interest and reasonable attorneys' fees. 17. Tier II Easement Encroachment Agreement Page 5 of 13 Revised 12/2022 The parties agree that the duties and obligations contained in Section 5 shall survive the termination of this Agreement. 18. Licensee covenants and agrees that it will not assign all or any of its rights, privileges, or duties under this Agreement without the written approval of the City, and any attempted assignment without such written approval shall be void. In the event Licensee conveys the Property, Licensee may assign all of its rights and obligations under this Agreement to the new owner of the Property, and Licensee shall be deemed released from its duties and obligations hereunder upon City's approval in writing of such assignment, which approval shall not be unreasonably conditioned or withheld. Foreclosure by a secured lender of Licensee or assignment to a secured lender by Licensee in the event of default or otherwise shall not require City approval provided that said lender notifies City in writing within sixty (60) days of such foreclosure or assignment and assumes all of Licensee's rights and obligations hereunder. However, no change of ownership due to foreclosure or assignment to any secured lender of Licensee shall be effective as to City unless and until written notice of such foreclosure or assignment is provided to City. 19. Any cause of action for breach of this Agreement shall be brought in Tarrant County, Texas. This Agreement shall be governed by the laws of the State of Texas. assigns. 20. This Agreement shall be binding upon the parties hereto and their successors and 21. This Agreement may be executed in multiple counterparts, each of which shall be considered an original, but all of which shall constitute one instrument [SIGNATURES APPEAR ON FOLLOWING PAGE] Tier II Easement Encroachment Agreement Page 6 of 13 Revised 12/2022 City: CITY OF FORT WORTH By: DJ Harrell (Mar 23, 202315:38 CDT) D.J. Harrell, Director of the Development Services Department Date: Mar 23, 2023 ATTEST: Jannette Goodall, City Secretary Date: Mar 24, 2023 abo �op°�%pdp e A' 10 p ~8 a•ld Pvo osd dPa* ,od as a a� n�p?oa Licensee: NTP35, LP a Texas limited partnership by: NTP Investments, LLC a Texas limited liability company its general partner By: Name: Steve McKeever Title: Manager Date: 9_21_2023 Approved As To Form and Legality Thomas Royce Hansen Assistant City Attorney Date: Mar 10, 2023 Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. 1?21191 G'q 011teg OWge Rebecca Diane Owen (Mar 10, 2023 10:27 CST) Rebecca Owen Development Services Date: Mar 10, 2023 Tier II Easement Encroachment Agreement OFFICIAL RECORD page 7 of 13 CITY SECRETARY Revised 12/2022 FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared D.J. Harrell, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed, as the act and deed of the City of Fort Worth, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 23rd day of March � 20 23 Bichson Digitally signed byBichson �pRYPGe My Comm. Exp. Oct. 13, 2025 BICH SON THI NGUYEN Nguyen 2 p Notary Public Nguyen Date: 2023.03.2317:29:56 • * STATE OF TEXAS -05'00' ��oFP Notary I.D. 133389224 Notary Public in and for the State of Texas After recording return to: Development Services Department Development Coordination Office 200 Texas Street Fort Worth, Texas 76102 Tier II Easement Encroachment Agreement Page 8 of 13 Revised 12/2022 STATE OF r § COUNTY OF § 1 BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared Steve McKeever, Manager (Title) known to me to be the person whose naive is subscribed to the foregoing instru vent, and acknowledged to me that he or she executed the same for the purposes and consideration therein expressed, as the act and deed of NTP35, LP, a Texas litnited partnership (entity type), and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this c--W day of 20 A . Notary. W 0//447( Wo. 4 r-e-F - Public in and for State • &-? Tier II Easement Encroachment Agreement �P��PvaM LOR of Texas03-202415-6 Page 9 of 13 Revised 12/2022 EXHIBIT A Le gal Description of the Licensee's Property Tract 1 Being a 171.49-acre tract of land situated in the William McCowen Survey, Abstract Number 999 in Tarrant County, Texas and being the residue of that 173.676 acre tract of land described as Tract 1 in deeds to Ellesmere Investment Corporation, N.V. as recorded in Volume 6617, Page 99 and in Volume 6709, Page 791, ofDeed Records of Tarrant County, Texas Tract 2 EING a 146.11-acre tract of land situated in the William McCowen Survey Abstract Number 999 in Tarrant County, Texas and being the residue of that 165.87-acre tract of land described as Tract2 in deeds to Ellesmere Investment Corporation, N.V. as recorded in Volume 6617, Page 99 and In Volume 6709, page 791 ofthe Deed Records ofTarrant County, Texas Tier II Easement Encroachment Agreement Page 10 of 13 Revised 12/2022 s�� t n y N y� W E • I;e�la9�'Tace Akwy HRRET AGE Alleance ] own [enter C� 14t All AGE S: xer J a `C y F. 81 P Medial , CentP•t AlllarleP rl xd F ssl3 Rldge '- Nic}l . Sehedl LWISNUCAA Ris, T 'T cnislsoim _�- isho Nit ❑rt Wmrth ao.i - Mlddle ,.c T97 = Ps�4,l(u IEVY Sc1',aoE &iT7A1Vr PLACE Fo=_c:1p• Hi(I PARK PLAC $ASSWO010 Schaal VILLAGE aass•:: o. SANTA Ft ;NCLAVE VICINITY MAP TS "10 1901111�\ 1) on) " I!, 4\1 11 Iola I , " CITY Of FORT WORTH, TEXAS MAPSC® NO.. H7 ]E & T PREPARED FOR; COUNCIL DISTRICT: 6 PREPARED BY: McKeever Companies 2525 Ridgmar Blvd, Suite 440 GMcivit Fort Worth, Texas. 76116 Engineering & Surveying 2559 SW Grapevine P", Grapevine, Texas 76051 817-236-6100 r�IIr�1 �I�-j���E�"-"1� /may /�y/�y 817-329-4373 ®C Jl OJV ER, L 022 TxEng Finn # F-2944 1 TxS— Firm k 10021700 EXHIBIT B Depiction of the Public Property Tier II Easement Encroachment Agreement Page 11 of 13 Revised 12/2022 --1 m m cn cI T _ O n < m — n�i D Z R X rn Q �) m c m m zz N O d W M a C 5 O N m C C mn :max mo�K�w y w N O p m V (7 0 '^ a y O m 0 c m N ,m O v<m-g a� y m C D 3 ow m' O m m �p d' O N G y N m C - C O O _0 ego >>� cm c N N Q a N m c m 3 c w O m o O m :E o y a X 0� O v (Dmm F0°1-I N x <.A p p o amm �o cn m m .m= o -.o 5-:a� O � 00 C D O m 0 Z m O Z .. 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SEWER LINE • SANITARY SEWER M.H. - - - - EASEMENT STORM DRAIN INLET/ STORM DRAIN LOT 7, BLOCK 1 TRACT 2 PRIVATE 24" R.C.P. / NTP35, LP EX. 15" SANITARY SEWER LINE BY OTHERS 15' PUBLIC WATER EASEMENT i LOT 4, BLOCK 5 LOT 1, BLOCK 4 D216282322 O.P.R.T.C.T. 60' PUBLIC �P SEWER EASEMENT PUBLIC 10" SANITARY SEWER LINE PRIVATE 21 " R. C. P. ENCROACHMENT No. 6 \ LOT 1, BLOCK 2 \\ LOTS, BLOCK 1 NORTH CITY ADDITION D219223312 O.P.R.T.C.T. -o PRIVATE 18" R.C.P. PUBLIC 8" PRIVATE DRAINAGE WATER LINE EASEMENT LOT 1, BLOCK 4 LIVING SPACES WAY D27 9223312, O. P. R. T. C. T. LOT 3, BLOCK 3 ENCROACHMENT No. 8 T'Ft>EV�AIFRED we PRIVATE 24" R.C.P. PUBLIC 8" WATER LINE PUBLIC WATER & SEWER EASEMENT PUBLIC 8" SANITARY PRIVATE SEWER LINE DRAINAGE EASEMENT SHEET 2 OF 36 NORTH CITY ENCROACHMENT OVERVIEW N W+E S GRAPHIC SCALE 1"=100' 0 100 200 300 \ T C' PRIVATE 30" R.C.P. - ENCROACHMENT No. 11 LOT 1, BLOCK 2 PUBLIC SEWER EASEMENT LEGEND W WATER LINE S SEWER LINE S EX. SEWER LINE • SANITARY SEWER M.H. - - - - EASEMENT STORM DRAIN INLET/ STORM DRAIN PP\ EPAP,FD BY: \ PUBLIC 8" \ SANITARY SEWER \ LOT 1, BLOCK 2 PUBLIC 12" WATER LINE / PUBLIC WATER & SEWER EASEMENT ENCROACHMENT No. 10 !) LOT 2, BLOCK 3 PRIVATE DRAINAGE EASEMENT -PRIVATE 18" R.C.P. ENCROACHMENT No. 27 ENCROACHMENT No. 12 PUBLIC WATER EASEMENT PRIVATE 42" R.C.P. / LOT 2, BLOCK 2 PUBLIC SEWER EASEMENT ENCROACHMENT No. 13 PRIVATE DRAINAGE EASEMENT \ \ PRIVATE 36" R.C.P. PUBLIC 30'' 0, \\ \ SEWER EASEMENT \ \ \ EX. 15" SANITARY s \\ SEWER LINE BY OTHERS \\ \ \ \\ s SHEET 3 OF 36 i WATER EASEMENT l \� ORTH CITY NORTH DRAINAGE EASEMENT PRIVATE 36" R.C.P. ENCROACHMENT OVERVIEW PRIVATE 36" R.C.P. PRIVATE 30" R.C.P. ENCROACHMENT No. 14 PRIVATE 18" R.C.P. LOT 2, BLOCK 3 LOT 2, BLOCK 2 I ENCROACHMENT No. 15 � � PRIVATE 42" R.C.P. I PUBLIC 8" WATER LINE GRAPHIC SCALE 1°=100' I STEEL ENCASEMENT I I 0 100 200 300 I r - I �II I u I i I ENCROACHMENT No. 16 LOT 1, BLOCK 3 PRIVATE 21 " R.C.P. PRIVATE 2 1 " R.C.P. OiI i ENCROACHMENT No. 17 LOT 3, BLOCK 2 nl I I PRIVATE 24" R.C.P. �I I ENCROACHMENT No. 18 rnll I I I LEGEND W WATER LINE S SEWER LINE S EX. SEWER LINE • SANITARY SEWER M.H. — — — — EASEMENT STORM DRAIN INLET/ STORM DRAIN PB EPAUT) BY: PRIVATE 48" R.C.P. i N W E S ENCROACHMENT No. 19 \ LOT 4, BLOCK 2 \ LOT 4, BLOCK 2 O � \ P IVATE DRAINAGE EASEMENT PUBLIC 60' SEWER EASEMENT PRIVATE 2-24" R.C.P. ENCROACHMENT No. 20 s ��U S• 287 FRONTAGE ROAD EX. 15 SANITARY SEWER LINE BY OTHERS SHEET 4 OF 36 0 00 O CA NORTH CITY ENCROACHMENT OVERVIEW N W+E s GRAPHIC SCALE 1"=100' 0 100 200 300 1 Cr_CA111 W WATER LINE SEWER LINE S S EX. SEWER LINE • SANITARY SEWER M.H. — — — — EASEMENT STORM DRAIN INLET/ STORM DRAIN PREPARED BY: PUBLIC WATER EASEMENT PUBLIC 8" WATER LINE PRIVATE DRAINAGE EASEMENT LOT 9, BLOCK 1 PRIVATE 5' x 4' R.C.B. NORTH CITY ADDITION �I D219223312 PRIVATE O.P.R.T.C.T. DRAINAGE EASEMENT �I ENCROACHMENT No. 21 PRIVATE DRAINAGE PRIVATE 36" R.C.P. s PUBLIC SEWER EASEMENT s— ENCROACHMENTINo. 22 PRIVATE J v 42" R. C. P. PRIVATE 8' x 5' R.C.B. — LOT 1, BLOCK 3 I ENCROACHMENT No. 23 - PUBLIC 8" SANITARY SEWER PUBLIC 8" J WATER LINE PUBLIC WATER® EASEMENT j NORTH c=1T�� DRIVE 1p., PUBLIC WATER & SEWER EASEMENT ilk ENCROACHMENT No. 24 PRIVATE 2-30" R.C.P. CHMENT No. 25 ENCROACHMENT No. 26 A� � PRIVATE 18" R.C.P. PRIVATE 8" SANITARY SEWER PUBLIC SEWER EASEMENT l .7O Li SHEET 5 OF 36 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 1 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 85 degrees 36 minutes 50 seconds East, across said NTP35 Tract 2, a distance of 1041.07 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 60.00 feet; South 00 degrees 33 minutes 09 seconds East, a distance of 15.00 feet; South 89 degrees 26 minutes 51 seconds West, a distance of 60.00 feet; North 00 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing 900 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 1 JOEL S. BARTON i 0 4914 — �OFESS\a�P Iq o <gN0SURVEyo 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 2 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 69 degrees 46 minutes 35 seconds East, across said NTP35 Tract 2, a distance of 1109.87 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 50.00 feet; South 00 degrees 33 minutes 09 seconds East, a distance of 15.00 feet; South 89 degrees 26 minutes 51 seconds West, a distance of 50.00 feet; North 00 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing 750 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 2 JOEL S. BARTON 1 0 4914 — �OFES S \0�P Iq o <gN0SURVEy� 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 3 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 63 degrees 13 minutes 06 seconds East, across said NTP35 Tract 2, a distance of 1203.07 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 89 degrees 37 minutes 52 seconds East, a distance of 27.32 feet; North 44 degrees 32 minutes 50 seconds East, a distance of 54.74 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 20.00 feet; South 44 degrees 32 minutes 50 seconds West, a distance of 63.08 feet; South 89 degrees 37 minutes 52 seconds West, a distance of 15.49 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 28.38 feet to the POINT OF BEGINNING and containing 1,606 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 3 JOEL S. BARTON 1 0 4914 — �OFES S \0�P Iq O <gN0SURVEy0 42 20/26/2022 EXHIBIT "A'' ENCROACHMENT AGREEMENT TRACT No. 4 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 61 degrees 34 minutes 40 seconds East, across said NTP35 Tract 2, a distance of 1286.48 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 84.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 25.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 84.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 25.00 feet to the POINT OF BEGINNING and containing 2,100 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 4 JOEL S. BARTON 1 0 4914 — �OFES S \0�P Iq O <gN0SURVEy0 42 20/26/2022 EXHIBIT "A" STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 60 degrees 29 minutes 56 seconds East, across said NTP35 Tract 2, a distance of 1376.76 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 84.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 84.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing 1,260 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 5 JOEL S. BARTON 1 0 4914 — �OFESS\OAP Iq O <gN0SURVEyo 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 6 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 45 degrees 32 minutes 59 seconds East, across said NTP35 Tract 2, a distance of 2108.53 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 14.86 feet; South 47 degrees 23 minutes 30 seconds East, a distance of 15.01 feet; North 44 degrees 26 minutes 51 seconds East, a distance of 5.00 feet; South 46 degrees 51 minutes 30 seconds East, a distance of 50.01 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 20.01 feet; North 46 degrees 51 minutes 30 seconds West, a distance of 65.02 feet to the POINT OF BEGINNING and containing 1,224 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r �� . G\ST ER 9tf' Sheet �o. 6 JOEL S. BARTON 1 0 4914 — �OFES S \0�P Iq O <gN0SURVEy0 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 7 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 70 degrees 13 minutes 00 seconds East, across said NTP35 Tract 2, a distance of 2344.97 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing 225 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r Sheet 7 JOEL S. BARTON 1 0 4914 — �OFES S \0�P O <gIq N0SURVEy0 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 8 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 62 degrees 53 minutes 46 seconds East, across said NTP35 Tract 2, a distance of 2743.49 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 60.50 feet; South 00 degrees 33 minutes 09 seconds East, a distance of 11.69 feet to the beginning of a tangent curve to the right, having a radius of 327.50 feet; Southeasterly, along said curve, having a central angle of 00 degrees 34 minutes 47 seconds, an arc distance of 3.31 feet, and a chord that bears South 00 degrees 15 minutes 46 seconds East, 3.31 feet; South 89 degrees 26 minutes 51 seconds West, non -tangent to said curve, a distance of 60.50 feet to the beginning of a non -tangent curve to the left, having a radius of 267.00 feet; Northwesterly, along said curve, having a central angle of 00 degrees 42 minutes 39 seconds, an arc distance of 3.31 feet, and a chord that bears North 00 degrees 1 1 minutes 49 seconds West, 3.31 feet; North 00 degrees 33 minutes 09 seconds West, tangent to said curve, a distance of 11.69 feet to the POINT OF BEGINNING and containing 908 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-t9l. P�SOFTF'r �� . G\ST ER 9� Sheet l 8 JOEL S. BARTON 1 0 4914 — �OFES S \0�P Iq O <gN0SURVEy0 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 9 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 53 degrees 41 minutes 09 seconds East, across said NTP35 Tract 2, a distance of 2594.66 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 63.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 20.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 63.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and containing 1,260 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 9 JOEL S. BARTON 1 0 4914 — �OFESS\OAP Iq O <gN0SURVEy0 42 20/26/2022 1W371171W�11 ENCROACHMENT AGREEMENT TRACT No. 10 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 56 degrees 53 minutes 30 seconds East, across said NTP35 Tract 2, a distance of 2759.08 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 60.50 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 60.50 feet to the POINT OF BEGINNING and containing 908 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 10 JOEL S. BARTON i 0 4914 — �OFESS\OAP Iq O <gN0SURVEyo 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 11 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 52 degrees 36 minutes 25 seconds East, across said NTP35 Tract 2, a distance of 2728.45 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 43 degrees 44 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 30.00 feet; South 43 degrees 44 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 30.00 feet to the POINT OF BEGINNING and containing 450 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 1 JOEL S. BARTON i 0 4914 — �OFESS\OAP Iq O <gN0SURVEy0 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 12 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 53 degrees 24 minutes 15 seconds East, across said NTP35 Tract 2, a distance of 2873.85 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing 225 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r Sheet 12 JOEL S. BARTON 1 0 4914 �OFES S \0�P O <gIq N0SURVEy0 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 13 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 46 degrees 09 minutes 25 seconds East, across said NTP35 Tract 2, a distance of 2708.37 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: South 46 degrees 51 minutes 30 seconds East, a distance of 33.66 feet; South 07 degrees 21 minutes 46 seconds West, a distance of 18.49 feet; North 46 degrees 51 minutes 30 seconds West, a distance of 36.98 feet; North 07 degrees 21 minutes 46 seconds East, a distance of 12.98 feet; North 44 degrees 26 minutes 51 seconds East, a distance of 4.47 feet to the POINT OF BEGINNING and containing 547 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 14 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 52 degrees 58 minutes 20 seconds East, across said NTP35 Tract 2, a distance of 3156.20 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 20.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and containing 300 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 14 JOEL S. BARTON 1 0 4914 �OFES S \0�P Iq O <gN0SURVEy0 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 15 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 52 degrees 37 minutes 01 seconds East, across said NTP35 Tract 2, a distance of 3192.11 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 18.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 18.00 feet to the POINT OF BEGINNING and containing 270 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 15 JOEL S. BARTON 1 0 4914 �OFESS\OAP Iq O <gN0SURVEyo 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 16 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 52 degrees 17 minutes 21 seconds East, across said NTP35 Tract 2, a distance of 3346.68 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 18.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 18.00 feet to the POINT OF BEGINNING and containing 270 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 16 JOEL S. BARTON 1 0 4914 �OFES S \0�P Iq O <gN0SURVEy0 42 10/26/2022 100011/11 W11 ENCROACHMENT AGREEMENT TRACT No. 17 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 52 degrees 21 minutes 33 seconds East, across said NTP35 Tract 2, a distance of 3439.03 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: North, a distance of 21.01 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 20.96 feet; South, a distance of 21.01 feet; THENCE North 45 degrees 33 minutes 09 seconds West, across said NTP35 Tract 2, a distance of 20.96 feet to the POINT OF BEGINNING and containing 314 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� G\ST ER 9� Sheet l 1 JOEL S. BARTON 1 / 0 4914 �OFES S \OAP Iq O <gN0SURVEyo 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 18 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 52 degrees 09 minutes 32 seconds East, across said NTP35 Tract 2, a distance of 3542.83 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: North 00 degrees 28 minutes 58 seconds West, a distance of 21.19 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 21.16 feet; South 00 degrees 28 minutes 58 seconds East, a distance of 21.19 feet; THENCE North 45 degrees 33 minutes 09 seconds West, across said NTP35 Tract 2, a distance of 21.16 feet to the POINT OF BEGINNING and containing 317 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 1 Q JOEL S. BARTON 1 0 0 4914 �OFES S \0�P Iq O <gN0SURVEy0 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 19 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 51 degrees 26 minutes 22 seconds East, across said NTP35 Tract 2, a distance of 3649.11 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 27 degrees 11 minutes 14 seconds East, a distance of 19.17 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 9.31 feet; North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 33.31 feet to the POINT OF BEGINNING and containing 277 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 20 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 45 degrees 21 minutes 53 seconds East, across said NTP35 Tract 2, a distance of 3755.23 feet to a point in the north right-of-way line of said U.S. Highway No. 81 /287 and the south line of said NTP35 Tract 2, said point being the POINT OF BEGINNING of the herein described tract of land; THENCE departing the north line of U.S. Highway No. 81 /247, across said NTP35 Tract 2, as follows: North 27 degrees 11 minutes 14 seconds East, a distance of 60.14 feet to the beginning of a non -tangent curve to the left, having a radius of 388.34 feet; Southeasterly, along said curve, having a central angle of 05 degrees 37 minutes 38 seconds, an arc distance of 38.14 feet, and a chord that bears South 61 degrees 24 minutes 09 seconds East, 38.13 feet to the end of said curve; South 75 degrees 15 minutes 39 seconds West, non -tangent to said curve, a distance of 31.07 feet; South 27 degrees 11 minutes 14 seconds West, a distance of 39.15 feet to a point in the north right-of-way line of said U.S. Highway No. 81 /287 and the south line of said NTP35 Tract 2, said point lying in a curve to the right, having a radius of 448.34 feet; THENCE Northwesterly, along the north right-of-way line of said U.S. Highway No. 81 /287, the south line of said NTP35 Tract 2, and said curve, having a central angle of 01 degrees 55 minutes 09 seconds, an arc distance of 15.02, and a chord that bears North 60 degrees 06 minutes 52 seconds West, 15.02 feet to the POINT OF BEGINNING and containing 1,140 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 P-C91 • Barmy P�SOFTF'r \ST ER 9� Sheet 20 JOEL S. BARTON 1 0 4914 �OFES S \d� <�NpSURVEya 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 21 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 61 degrees 07 minutes 23 seconds East, across said NTP35 Tract 2, a distance of 3535.93 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 18.14 feet; South 15 degrees 33 minutes 59 seconds East, a distance of 36.24 feet; South 89 degrees 26 minutes 51 seconds West, a distance of 15.53 feet; North 15 degrees 33 minutes 59 seconds West, a distance of 32.55 feet; North 45 degrees 33 minutes 59 seconds West, a distance of 5.04 feet to the POINT OF BEGINNING and containing 548 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 P-tg .C� • Barmy P�SOFTF'r �� . G\ST FR 9� Sheet �o. 2 JOEL S. BARTON 1 0 4914 �OFES S \0�P O <gN0SURVEy� 42 20/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 22 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 62 degrees 05 minutes 17 seconds East, across said NTP35 Tract 2, a distance of 3645.27 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 20.00 feet; South 00 degrees 33 minutes 09 seconds East, a distance of 35.00 feet; South 89 degrees 26 minutes 51 seconds West, a distance of 20.00 feet; North 00 degrees 33 minutes 09 seconds West, a distance of 35.00 feet to the POINT OF BEGINNING and containing 700 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 go-tgl. P�SOFTF'r �� . G\ST ER 9� Sheet l 22 JOEL S. BARTON 1 0 4914 �OFES S \a�P Iq O <gN0SURVEy0 42 10/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 23 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 62 degrees 46 minutes 29 seconds East, across said NTP35 Tract 2, a distance of 3727.96 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 15.00 feet; South 00 degrees 34 minutes 28 seconds East, a distance of 51.40 feet; South 59 degrees 29 minutes 55 seconds West, a distance of 43.27 feet; North 00 degrees 32 minutes 34 seconds West, a distance of 36.64 feet; North 63 degrees 30 minutes 30 seconds East, a distance of 24.99 feet; North 00 degrees 34 minutes 28 seconds West, a distance of 25.43 feet to the POINT OF BEGINNING and containing 1,637 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 P-tglCO • Barmy 'r9�Sheeto.23TON 1O�4220/26/2022 EXHIBIT "A'' ENCROACHMENT AGREEMENT TRACT No. 24 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 56 degrees 25 minutes 46 seconds East, across said NTP35 Tract 2, a distance of 3957.36 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: South 58 degrees 19 minutes 00 seconds East, a distance of 44.34 feet; South 00 degrees 34 minutes 28 seconds East, a distance of 17.74 feet; North 58 degrees 19 minutes 00 seconds West, a distance of 44.34 feet; North 00 degrees 34 minutes 28 seconds West, a distance of 17.74 feet to the POINT OF BEGINNING and containing 665 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 P-tglCO • Barmy 'r9�Sheeto.24TON 1Ooq- 4220/26/2022 EXHIBIT "A" ENCROACHMENT AGREEMENT TRACT No. 25 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 55 degrees 31 minutes 26 seconds East, across said NTP35 Tract 2, a distance of 3966.82 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows: North 89 degrees 26 minutes 51 seconds East, a distance of 17.14 feet; North 44 degrees 26 minutes 51 seconds East, a distance of 4.04 feet; South 00 degrees 33 minutes 09 seconds East, a distance of 17.86 feet; THENCE South 89 degrees 26 minutes 51 seconds West, across said NTP35 Tract 2, a distance of 20.00 feet; THENCE North 00 degrees 33 minutes 09 seconds West, across said NTP35 Tract 2 and said Lot 9, Block 1, a distance of 15.00 feet to the POINT OF BEGINNING and containing 304 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 P-tglCO/' • Barmy 'r9�Sheeto.25TON 1O�4220/26/2022 EXHIBIT "A'' ENCROACHMENT AGREEMENT TRACT No. 26 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 55 degrees 04 minutes 55 seconds East, across said NTP35 Tract 2, a distance of 4014.02 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: South 76 degrees 29 minutes 50 seconds East, a distance of 40.00 feet; South 13 degrees 29 minutes 21 seconds West, a distance of 15.00 feet; North 76 degrees 29 minutes 50 seconds West, a distance of 40.00 feet; North 13 degrees 29 minutes 21 seconds East, a distance of 15.00 feet to the POINT OF BEGINNING and containing 600 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. Job No.: 10860 Scale: NONE GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 P-tglCO • Barmy 9�Sheet.26ON 1O42 20/26/2022 EXHIBIT "A'' ENCROACHMENT AGREEMENT TRACT No. 27 STATE OF TEXAS: COUNTY OF TARRANT: BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County, Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows: COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S. Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S. Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet; THENCE South 53 degrees 48 minutes 54 seconds East, across said NTP35 Tract 2, a distance of 2836.24 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said NTP35 Tract 2, as follows: North 44 degrees 26 minutes 51 seconds East, a distance of 9.22 feet; North 01 degrees 26 minutes 51 seconds West, a distance of 8.30 feet; South 45 degrees 33 minutes 09 seconds East, a distance of 20.96 feet; South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet; North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing 242 square feet of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. GMciva Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 TxEng Firm # F-2944 I TxSury Firm # 10021700 Job No.: 10860 Scale: NONE Drafted: T.J.M. Checked: J.S.B. Date Prepared: 10/26/2022 P-tg .C� • Barmy P�SOFTF'r �� . G\ST ER 9� Sheet �o. 2 JOEL S. BARTON 1 / 0 4914 �OFES S \og O <gN0SURVEy� 42 20/26/2022 EXHIBIT "A'' SEE SHEET 29 NORTH TARRANT PARKWAY r5/8" R.C.F. "DUNAWAY" (VARIABLE WIDTH R.O.W.) LOT 1R, BLOCK 1 �Y Q NORTH CITYADDITION No P ���� D220239084 . 1 O.P.R.T.C.T. • J TRACTS 1-27 p`Iv 0 9� —LOT5,BLOCK I NORTH CITY 5/8" R.C.F. �S �O "DUNAWAY" so No. 2 cc r � Ww ADDITION ��LOT6 1 /2" R.C.F. 'HALFF" I yL� �s�� siocx1 M NORTH CITY C V� S 46053' 17" E M a s ADDITION S 42000' 19" W 161.19' D219223312 I 5.69' 5/8"R.c.F. 5/8" R.C.F. "DUNAWAY" No, 3 W (TXDOT MONUMENT FOUND NO. 4 LOT 8, BLOCK 1 AT N 46°51'30" W, 5.84') No. 5 NORTH CITY ADDITION D219223312 NO. TRACT2 7 O.P.R.T.C.T. L% NTP35, LP yI D216282322 O.P.R.T.C.T. LIVING SPACES WAY .� NO. 8 D279223372, O.P.R.T.C.T. �aTy No. 6 No. 10 LOT 9, sl ocx 1 NORTH CITY ADDITION iW oQ J No. 9 D219223312 w W m �y S O.P.R.T.C.T. CC Li No. 11 �b No.1 27 ? F �9s No. 12 �� CC No. 14 -- o No. 21No. ZI Z No. 13 No. 15 —��0 No. 16 No. 23 No. 17 No. 24 —� No. 18 No. 19 A No. 25 No. 20 No. 26 TXDOT MONUMENT W/BRASS DISC FOUND 0 500 SCALE IN FEET P� OF TF'r Job No.: 10860 Scale: 1"=500' Sheet y���°\ RFa s GMcivit Drafted: T.J.M. Checked: J.S.B. 28 • JOEL S. BARTON 0 4914 Engineering & Surveying of <q °FEss�°� 2559 SW Gra Pcvinc PkwY, Gra Pcvinc, Tcxas 76051 NQ SURV " 817-329-4373 Date Prepared: 10/26/2022 �� t4 TxEng Firm R F2944 1 TxSury Firm N 10021700 Zo/2s/zou EXHIBIT "A'' 0 60 SCALE IN FEET el �b �QA 0. R Q►p�o�`A kz °e 9 Q'�� IJPR� ROB P lop 5/8" R.C.F. "DUNAWAY" 4t) SEE SHEET 28 P.O.C. TRACTS 1-27 5/8" R.C.F. "DUNAWAY" �i 9g9 0. vvlL� �ST� TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T. 1 /2" R.C.F. 'HALFF" Job No.: 10860 Scale: 1 "=60' GMciva Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 2559 SW Grapevine Pkwy, Grapevine, Texas 76051 817-329-4373 Date Prepared: 10/26/2022 TxEng Firm # F-2944 I TxSury Firm # 10021700 i I . BaR;?�6- y P��OFTF'r �� G\ST FR 9� Sheet �o. 29 JOEL S. BARTON 1 7 C. 4914 �OFESS\0�P O <gN�SURVE(0 42 20/26/2022 EXHIBIT ''A" 0 60 SCALE IN FEET NORTH TARRANT PARKWAY (VARIABLE WIDTH R.O. W.) ADJOINING R.O.W. D207377959, O.P.R.T.C.T. 1 P.O.B. l S 85036'50" E 1041.07' ROM P.O.C. TO P.O.B. N 00033'09" W 15.00' TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T. AGREEMENT TRACT No. 900 SQUARE FEET _N 89026'51" E 60.00' S 00033'09" E 15.00' S 89026'51 " W 60.00' Job No.: 10860 Scale: 1"=60' Sheet GMcivil Drafted: T.J.M. Checked: J.S.B. 30 Engineering & Surveying of 2559 SW Grapevine 94373 Grapevine, Texas 76051 TxEng Firm # F-2944 I TxSury Firm # 10021700 Date Prepared: 10/26/2022 142 10/26/2022 EXHIBIT ''A" (AGREEMENT TRACT No. 2 750 SQUARE FEET FR09°4635"F I I P.O. B. N 89026'51" E P p' Tp P 9 50.00' N 00033'09" W 15.00' S 00033'09" E 15.00, \_S 89°26'51" W 50.00' ENCROACHMENT TRACT 2 AGREEMENT TRACT No. 3 NTP35, LP 1,606 SQUARE FEET D216282322 O.P.R.T.C.T. N 44032'50" E 54.74' S 45033'09" E P.O.B. ,-20.00' S 60 F� p °29P, MACC I6I3�6� , A 6 Oe L1 01b p`b L2p�p�,h� 0� b p s�o P.O.B. �� C 999 N 45033'09" W CIG0.� 1�0- 25.00' f1Ly1� SST SEE SHEET 42 FOR LINE DATA 0 60 SCALE IN FEET S 45033'09" E 25.00' GREEMENT TRACT No. 4 2,100 SQUARE FEET S� od p `� o ,ham o�0 b 0 P.O.B. N 45033'09" W� 15.00' ENCROACHMENT AGREEMENT TRACT No. 1,260 SQUARE FEET Job No.: 10860 Scale: 1 "=60' GMcivit Drafted: T.J.M. Checked: J.S.B Engineering & Surveying 25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 1 TxSury Firm 4 10021700 Revised: � Sheet 3 JOEL S. BARTON •) '•,-3 4914 P . of ty °FEss�* *. R- N�SURV� 42 10/26/2022 EXHIBIT "A'' \ 0.476 AC. \ PRIVATE DRAINAGE EASEMENT D222137552, O.P.R.T.C.T. \ V 0 60 \ \ \ SCALE IN FEET \ \ \ CITY OF FORT WORTH \ \ 60' PERMANENT SANITARY SEWER \ FACILITY EASEMENT TRACT 2 \ D221322450 NTP35, LP O.P.R.T.C.T. D216282322 n \ \ \ O.P.R.T.C.T. i f N 44026'51" E 14.86' L5 S 46051'30" E L6 50.01' O 0 P.O.B. ENCROACHMENT r/ AGREEMENT TRACT No. 6 1,224 SQUARE FEET N 46051'30" W �S 44°26'51" W 65.02' ` 20.01 ' SEE SHEET 42 FOR LINE DATA Job No.: Scale: ��G\ RFo s 10860 1 "=60' Sheet GM C I I Drafted: T.J.M. Checked: J.S.B. 32 . �oeL -s. BA, R............... �•,3 4914 P , Engineering & Surveying of t °FEss�o� 2559 SSW Gra Pcvinc Pkkwy, Gra Pcvinc, Tc as 76051 qN� suRV "0 - 817-329-4373 Date Prepared: 10/26/2022 42 TxEng Firm R F2944 I ix5ury Firm N 10021700 r 1 1 10/26/2022 EXHIBIT ''A" 0 60 SCALE IN FEET S'0.13- 11 N 44026'51" E FROM p 00 F 23 4.15.00, TO � 9>, O.8 TRACT 2 NTP35, LP D216282322 �t O.P.R.T.C.T. v 0�� o • 9g9 P.O.B. N 45033'09" W 15.00, ENCROACHMENT AGREEMENT TRACT No. 7 225 SQUARE FEET Job No.: 10860 Scale: 1 "=60' GMcivit Drafted: T.J.M. Checked: J.S.B Engineering & Surveying 2559 SW GrapcvinB Pk 9 4rap—ins, Texas 76051 Date Prepared: 1 0/26/2022 TxEng Firm 8 F-2944 I Tx5ury Firm 4 10021700 I PUBLIC ACCESS, I DRAINAGE & WATER EASEMENT D219223312 O.P.R.T.C.T. \ LOTS, BLOCK 1 \ NORTH CITY ADDITION D219223312 \ O.P.R.T.C.T. S 45033'09" E 15.00, S 44026'51 " W 15.00, 46+ G\s � Sheet 33 JOEL S. BARTON •) . . ••,-3 4914 P , of N0 SURV 42 10/26/2022 EXHIBIT ''A" 0 60 SCALE IN FEET I SEE SHEET 42 W FOR CURVE DATA a �a a � O c N =aa W o H 0 �O 2� C p 4,3 D OA 49. rD .O.D. °a N 00033'09" W 11.69' C2 S 89026'51 " W 60.50' PUBLIC ACCESS, DRAINAGE & WATER EASEMENT D219223312 O.P.R.T.C.T. LOTS, BLOCK 1 NORTH CITY ADDITION D219223312 O.P.R.T.C.T. LIVING SPACES WAY D279223312, O. P. R. T. C. T. N 89026'51 " E 60.50' _S 00033'09" E 11.69' C1 ENCROACHMENT AGREEMENT TRACT No. 8 TRACT 2 908 SQUARE FEET n��� NTP35, LP Sv , D216282322 O.P.R.T.C.T. o, g9g w co,G � LOT 9, BLOCK 1 NORTH CITY ADDITION D219223312 O.P.R.T.C.T. TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T. Job No.: 10860 Scale: 1"=60' Sheet GMcivitDrafted: T.J.M. Checked: J.S.B. 34 Engineering & Surveying of 25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 I TxSury Firm 4 10021700 142 10/26/2022 EXHIBIT "A'' co TRACT 2 NTP35, LP l� D216282322 O.P.R.T.C.T. SS F,Pp 6OS� 0 60 ENCROACHMENT AGREEMENT TRACT No. 9 .0 F 2) SCALE IN FEET 1,260 SQUARE FEET C` TpAS90� N 44026'51 " E oe N 44026'51 " E 63.00' S 45°33'09" E 15.00' °9,, 20.00' . o F P.O.B s e P.O.B. S 44-26-51" W N 45033'09" W 63.00' 60.50' N 45033'09" W 20.00' TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T. ss s p 32� s5 o �S. C TOA TpA2�� •p� OA 2�, .o s •oe N 43044'51" E e 15.00' P.O.B. N 45033'09" W 30.00' GREEMENT TRACT No. 1 1 S 43°44'51" W 450 SQUARE FEET 1 15.00' SEE SHEET 42 FOR LINE DATA AGREEMENT TRACT No. 1 908 SQUARE FEET S 45033'09" E 30.00' L36-\ P.O.B. L38- P.O.B. N 45033'09" W 15.00' ENCROACHMENT AGREEMENT TRACT No. 1 225 SQUARE FEET Job No.: 10860 Scale: 1 "=60' GMcivit Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 25595W Grapcvin 8 Pk 94373 cvin4 Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 1 TxSury Firm N 10021700 AGREEMENT TRACT No. 27I I 242 SQUARE FEET S 45-33-09" E 20.96' N 44026'51 " E 15.00' L37 S 45033'09" E 15.00, S 44026'51" W 15.00, 0 � : i" P� O F TFk g��G�s �R�o J+ Sheet 35 JOEL S. BARTON •) J '•,-3 4914 P , of ty °FEss��`�o� N0SURV� 42 10/26/2022 EXHIBIT ''A" 5 999 � Q O9, SCALE IN FEET \\` 0�, F�j 1��l�Qsri TRACT2 Oa, �Y NTP35, LP •1� •s ,y N 07021'46" E ` 12.98' �r N 46051'30" W 36.98' SEE SHEET 42 FOR LINE DATA D216282322 O.P.R.T.C.T. rO.B.ENCROACHMENT AGREEMENT TRACT No. 1 547 SQUARE FEET 46°51'30"E 3.66' ,.---�S 07021'46" W 18.49' CITY OF FORT WORTH ` 60' PERMANENT SANITARY SEWER ` FACILITY EASEMENT D221322450 ` O.P.R.T.C.T. Job No.: 10860 Scale: 1"=60' Sheet GMcivit Drafted: T.J.M. Checked: J.S.B. 36 Engineering & Surveying of 25595W Grapcvin 8 Pkwy, 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 /� TxEng Firm 8 F-2944 1 TxSury Firm 4 10021700 4 rrQ7 JOEL S. 4914 10/26/2022 EXHIBIT ''A" P.O.B. AGREEMENT TRACT No. 15I 270 SQUARE FEET N 45033'09" W 18.00' TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T. LOT 9, BLOCK 1 NORTH CITY ADDITION D219223312 N 44026'51" E O.P.R.T.C.T. 15.00' ENCROACHMENT TRACT 2 AGREEMENT TRACT No. 14 NTP35, LP 300 SQUARE FEET D216282322 S 45033'09" E O.P.R.T.C.T. -20.00' S 44026'51" W 15.00' \�? S 44026'51" W f s \ 15.00' s FAO 20/ \ \ �C, N 44026'51" E 15.00' e \ S 45033'09" E \ 18.00' P.O.B. AGREEMENT TRACT No. 161 270 SQUARE FEET N 45033'09" W S 44026'51" W 15.00' 18.00'CIO li�1�0- 999 1Lvo 5 0 60 SEE SHEET 42 SCALE IN FEET FOR LINE DATA Job No.: 10860 Scale: 1 "=60' Sheet GMcivit Drafted: T.J.M. Checked: J.S.B. 37 Engineering & Surveying of 25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 I TxSury Firm 4 10021700 A Q10�,J-&IZ4 P- OF TF'r \S,T E Q7R�o J+ JOEL S. BARYON .• o� 4914 P. OFES S\0? . lgNO SURV ��� 10/26/2022 EXHIBIT "A'' L14 I P.O.B. r P.O.B. N 45033'09" W 21.16' TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T. O 60 SEE SHEET 42 SCALE IN FEET FOR LINE DATA LOT 9, BLOCK 1 —/ NORTH CITY ADDITION D219223312 O.P.R.T.C.T. GREEMENT TRACT No. 17I 314 SQUARE FEET 45033'09" E TRACT2 _S 20.96' NTP35, LP D216282322 SOUTH O.P.R.T.C.T. ---'21.01' \ ENCROACHMENT \ AGREEMENT TRACT No. 18 317 SQUARE FEET S 45033'09" E L15 21.16' _S 00028'58" E 21.19' N 44026'51" E S 45033'09" E .�15.00, L17 L16 P.O.B. f ENCROACHMENT AGREEMENT TRACT No. 19 277 SQUARE FEET Job No.: 10860 Scale: 1 "=60' Sheet GMcivitDrafted: T.J.M. Checked: J.S.B. 38 Engineering & Surveying of 25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 /� TxEng Firm 8 F-2944 1 TxSury Firm 4 10021700 4 S 44026'51" W 33.31' &IZ4 P� O F TFk g� �G\S �R�olip JOEL S. BA:R*T-0' N.4914GNOSURV��� 10/26/2022 EXHIBIT "A'' \ \ \ \ 999 0.374 AC. CG(r���� PRIVATE DRAINAGE EASEMENT \ D222137552, O.P.R.T.C.T. TRACT 2 \ \ NTP35, LP \ D216282322 �\ s5� \ \ \ O.P.R.T.C.T. do • A s�,�, o� TXDOT MONUMENT W/BRASS DISC FOUND 0 60 SCALE IN FEET 'ENCROACHMENT c AGRE�MENT TRAC No. 20 �0,� 1,140 UARE FE� A oc N 27°11'14" E \ TOA 60.14' 2.012 AC. \ \ O / PRIVATE DRAINAGE EASEMENT '<9 . _ -C4 D222137552, O.P.R.T.C.T. P.O.B. \ C5 \ \ S 75015'39" W _ 31.07' — — — S 27011'14" W 39.15' CITY OF FORT WORTH— \ \ 60' PERMANENT \ \ SANITARY SEWER \ \ FACILITY EASEMENT \ D221322450 \ O.P.R.T.C.T. \ APPROXIMATE LOCATION TRACT #2 \ \ 15SOUTHWESTERN BELL \ \ TELEPHONE COMPANY EASEMENT FOR \ \ UNDERGROUND FACILITIES \ \ VOL. 7480 PG. 2385, D.R.T.C.T. \ \ SEE SHEET 42 FOR CURVE DATA Job No.: 10860 Scale: 1 "=60' GMcivit Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 25595W Grapcvin 8 Pkwy, 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 I TxS,, Firm 4 10021700 P� O F TF'r G\s IF ER�o J+ � Sheet 39 JOEL S. BARTON •) ••-,3 4914 P , of ty °FEss�*`*oR- N�SURV� 42 10/26/2022 EXHIBIT ''A" S 620 O 462g-, 562� MpoC T0,2j96 M p o 0 o36�s2� S E FROMA,23 F o � Top53s93, ` P.O.B. L20-� N 15033'59" W� 32.55' S 89026'51" W 15.53' ENCROACHMENT AGREEMENT TPA CT No 21 18 LOT 9, BLOCK 1 NORTH CITY ADDITION D219223312 O.P.R.T.C.T. TRACT 2 NTP35, LP D216282322 O.P.R.T.C.T L21 P.O.B. N -O N_00°33'09" W 35.00' S 89°26'51" W 20.00' ENCROACHMENT AGREEMENT TRACT No. 22 548 SQUAR� FEET I ��� 700 SQUARE FEET I 51�� AGREEMENT TRACT No. 1,637 SQUARE FEET PRIVATE DRAINAGE EASEMENT �1�11 S 1 I D222137552, O.P.R.T.C.T. 60' DRAINAGE EASEMENT D219223312, O.P.R.T.C.T. I I I 0 60 SEE SHEET 42 SCALE IN FEET FOR LINE DATA P.O.B. Job No.: 10860 Scale: 1"=60' Sheet GMcivitDrafted: T.J.M. Checked: J.S.B. 40 Engineering & Surveying of 25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 I Tx5ury Firm 4 10021700 142 N 89026'51" E I 15.00' S 00034'28" E I 51.40' S 59029'55" W 43.27' 3 ui M O Q Liw Wm W6 j Z � 0 Z 10/26/2022 i EXHIBIT ''A" LOT 9, BLkK 1 NORTH CITY 3 4DDITION D21922 312 2.517 AC. O.P.R.T. T. C: PRIVATE DRAINAGE EASEMENT TRAC 2 D222137552, O.P.R.T.C.T. NTP35, LP O D21628322 ss O.P.R.T�C.T. Q Q 60' DRAINAGE EASEMENT 6 F D219223312, O.P.R.T.C.T. AO 3 LV c r -0 W O oOe6" 0 60 SCALE IN FEET O 26F O C TO J966 P.O.B. Z \ �p ssso° °0 * S 58019'00" E oti,A �ssF L27 44.34' \�--oc��°' --- R L29 L26 LOT 9 �0�, L28 ENCO 0ACHMENT Oe AGREEMENT TRACT No. 24 665 SQUARE FEET — — — — — N 58019'00" W P.O.B. L32 L31 L30 44.34' ENCROACHMENT P.O.B. AGREEMENT TRACT No. 25 L34 133 304 SQUARE FEET TRACT 2 NTP35, LP D216282322 S 1302921" W O.P.R.T.C.T. / N 76029'50" W 15.00, 40.00' 2.012 AC. ENCROACHMENT PRIVATE DRAINAGE EASEMENT AGREEMENT TRACT No. 26 D222137552, O.P.R.T.C.T. �/ 600 SQUARE FEET SEE SHEET 42 . FOR LINE DATA 61 P�v� OF TFk Job No.: 10860 Scale: 1"=60' Sheet GMcivit Drafted: T.J.M. Checked: J.S.B. 41 �oe� S. BARTON �• o� 4914 P , Engineering & Surveying of t' °FEss�0.-RL 2559 SSW Gra Pcvinc Pkvvy, Gra Pcvinc, Tc as 76051 qN� suRV � 0 817-329-4373 Date Prepared: 10/26/2022 r 1 1 �A TxEng Firm R FL 2944 � ix5ury Firm N 10021700 10/26/2022 , iM:cu3I� CURVE TABLE CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 327.50' 3.31' 0034'47'' S00015'46"E 3.31' C2 267.00' 3.31' 0042'39'' N00011'49''W 3.31' C3 448.34' 97.07' 12024'20" N52057'08''W 96.88' C4 388.34' 38.14' 5037'38'' S61 °24'09"E 38.13' C5 448.34' 15.02' 105509" N60006'52''W 15.02' LINE TABLE LINE # BEARING DISTANCE Ll N89037'52"E 27.32' L2 S89037'52''W 15.49' L3 N45033'09"W 28.38' L4 S45033'09''E 15.00' L5 S47023'30''E 15.01' L6 N44026'51' E 5.00' L7 S45033'09''E 60.50' L8 S44026'51 "W 15.00' L9 N44026'51' E 4.47' L10 N45033'09"W 20.00' Ll 1 N44026'51' E 15.00' L12 S45033'09''E 18.00' L13 NORTH 21.01' L14 N45033'09"W 20.96' L15 N00028'58"W 21.19' L16 N2701114"E 19.17' L17 N45033'09"W 9.31' L18 N89026'51' E 18.14' L19 S15033'59''E 36.24' L20 N45033'59"W 5.04' LINE TABLE LINE # BEARING DISTANCE L21 N89026'51' E 20.00' L22 S00033'09''E 35.00' L23 N00032'34"W 36.64' L24 N63030'30"E 24.99' L25 N00034'28''W 25.43' L26 S00034'28''E 17 74' L27 N00034'28"W 17.74' L28 N89026'51' E 17.14' L29 N44026'51' E 4.04' L30 S00033'09''E 17.86' L31 S89026'51 V 20.00' L32 N00033'09"W 15.00' L33 S76029'50''E 40.00' L34 N 13029'21' E 15.00' L35 N44026'51' E 9.22' L36 NO 026'51 V 8.30' L37 S44026'51 "W 15.00' L38 N45033'09"W 15.00' Job No.: 10860 Scale: NONE GMcivit Drafted: T.J.M. Checked: J.S.B. Engineering & Surveying 25595W Grapcvin 8 Pkwy, 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 TxEng Firm 8 F-2944 I Tx5ury Firm 4 10021700 �E OF TF Cp \ S T E �9 `' �/G RFo `� Sheet 42 JOEL S. BARTON •) 0 4914 % of < sS\0 �N�SURVV'0 42 10/26/2022 rn 3 a 0 I d d I 0 0 0 0 E t U O O U C W L U 7 L y-+ N v c 0 C3 N O W CC: v d c O +r v Q :� 0 N jN Li� NORTH[ CITY ENCROACHMENT NO. I PUBLIC 8" N SANITARY SEWER w E I I LINE s PUBLIC WATER GRAPHIC SCALE 1"=40' I & SEWER EASEMENT 0 40 80 120 PREPARED BY: ENCROACHMENT No. 1 rGMcivit 18" PRIV TE Engineering a Surveying 2559 Sw Grapevine Pk Gppevine,texas7- 81Ia]493I3 _f_R.C.P. rxEne Flrm n 129d4 naury Film a -21— L — LOT 2, BLOCKS LEGEND _TJ I I W WATER LINE I 1 ' I I I PUBLIC 16" S SEWER LINE ICI WATER LINE SANITARY SEWER M.H. I I WATER AND SEWER I EASEMENT I STORM DRAIN INLET/ STORM DRAIN 15' PRIVATE ENCROACHMENT I I DRAINAGE BOUNDARY a EASEMENT PROFILE SCALE Horizontal Scale: 1'' = 40' PUBLIC WATER Vertical Scale: 1" = 4' AND SEWER PROPOSED GROUND @ I EASEMENT 685 CENTERLINE OF PIPE 685 EXISTING GROUND @ PRIVATE CENTERLINE 18" R.C•P- 680 I 680 16 W. L. I o ri 675 ; 675 8 NOTE: - S.S. CONTRACTOR TO PROTECT WATER - AND SEWER LINE AT 670 ALL TIMES G I 6 70 CONSTRUCTION SHEET 6 OF 36 rn 3 a 0 I d d I 0 0 0 0 c t U O 0 L U C W U 7 N v c O C3 N O W / CC: d / C O :-x v Q :� 0 N jN Lio NORTH[ CITY i ENCROACHMENT NO. 2 PUBLIC 8 I I J N SANITARY SEWER cn I LINE w e X s GRAPHIC SCALE 1"=40' PUBLIC 16" o ao so 120 WATER LINE 15' PRIVATE PREPARED BY: DRAINAGE GMcivit EASEMENT I i Engineering & Surveying 2559 Sw Grapevine Pk Gppevine,texas7— a"a" " PUBLIC WATER & SEWER EASEMENT I J- I LEGEND LOT 5, BLOCK 1 W WATER LINE ENCROACHMENT No. 2 cn S SEWER LINE I SANITARY SEWER M.H. WATER AND SEWER EASEMENT PRIVATE 18" R.C.P. STORM DRAIN INLET/ PRIVATE 2 1 " R.C.P. STORM DRAIN ENCROACHMENT 20" STEEL ENCASEMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' PROPOSED GROUND @ CENTERLINE OF PIPE EXISTING GROUND @ 680 CENTERLINE OF PIPE R C P 680 S o v 4� 675 675 16" W.L. 670 670 8" S.S. NOTE: CONTRACTOR TO PROTECT WATER PUBLIC WATER AND SEWER LINE AT 665 ALL TIMES DURING AND SEWER EASEMENT 665 CONSTRUCTION SHEET 7 OF 36 NORTH CITY -ENCROACH M ENT NO. 3 N W E s GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GMcivit Engineering & Surveying 2559 Sw Grapevine Pk Gppevine,texas7— rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' 680 \ LOT 4, BLOCK 5 20" STEEL ENCASEMENT / PUBLIC 8" / SANITARY SEWER LINE N PUBLIC WATER I & SEWER EASEMENT ------------ �� W - I \ I � PRIVATE - - DRAINAGE EASEMENT �RI 6 3 .C.B.s ENCR HME WATER AND SEWER — EASEMENT STORM DRAIN INLET/ \ / STORM DRAIN PUBLIC 10� ENCROACHMENT SANITARY SEWER BOUNDARY LINE / NOTE: CONTRACTOR TO PROTECT WATER 6 6 5 AND SEWER LINE AT ALL TIMES DURING CONSTRUCTION PUBLIC WATER PROPOSED GROUND @ & SEWER CENTERLINE OF PIPE 680 EASEMENT EXISTING GROUND @ PRIVATE I CENTERLINE OF PIPE 3' R.C.B. 2 6' X 12" W.L. 24" CASING 8'' S.S. w/ 20'' CASING 675 670 I 6� SHEET 8 OF 36 CV U 0 a rn 3 a CV 0 I d d I 0 o 00 0 c t U a 0 U w U N v c 0 U3 w / U3 0 a- / 0 a 0 Z I M O N �o 00— O N jN iii o NORTH CITY -ENCROACHMENT NO. 4 N W E s GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GMcivit Engineering & Surveying 2559 Sw Grapevine Pk Gppevine,texas7— rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY ` PRIVATE LOT 4, BLOCKS 21 " R.C.P. \ PUBLIC WATER & SEWER EASEMENT \ PUBLIC 12" W.L. RIVATE \ AINAGE 1P EAS ENT \ \ EA(CRO,A, CHMEN 0 PRIVATE 24" R.C. P. \ u \ LOT 7, BLOCK 1 \ / PUBLIC 10" SANITARY SEWER LINE PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' PR SED GROUND @ CE T RLINE OF PIPE II 680 � R�JP� P � P� 1 PRE GP• 680 675 ' ' 675 PROPOSED GROUND @I CENTERLINE OF PIPET a 12" W.L. 670 I 24" CASING I I 670 101, NOTE: I S.S. I CONTRACTOR TO I PUBLIC PROTECT WATER I WATER & AND SEWER LINE AT 6 6 5 ALL TIMES DURING I SEWER I CONSTRUCTION EASEMENT 665 SHEET 9 OF 36 CV .-r U 0 a a� 3 rn 3 a rri 0 I d I 0 0 00 0 c E t U a 0 L U C W U 7 N v w 0 C3 N O W CC: a a / 0 ftf a a U t 0 Z I M O CV �p O 00— O N jN Li � NORTH CITY NCROACHMENT NO. 5 N W*E s GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GMcivit Engineering & Surveying 2559 Sw Grapevine Pk Gppevine,texas7— rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1'' = 4' .:1 675 670 NOTE: CONTRACTOR TO PROTECT WATER 6 6 5 AND SEWER LINE AT ALL TIMES DURING CONSTRUCTION LOT 4, BLOCKS PUBLIC WATER & SEWER EASEMENT -,,---PUBLIC 12" W.L. PRIVAT D INAGE EAS ENT PRIVA�E s i( 48" R.C. T N&,S \ S � LOT 7, BLOCK 1 PUBLIC 10" SANITARY SEWER LINE ROPOSED GRO NU D @� CENTERLINE OF PIPE PUBLIC WATER & i SEWER EASEMENT — PRIVATE 48" R.C.P. I L EXISTING GROUND c N I CENTERLINE OF PIPE 12" W. L. .:1 675 M'J I 10" S.S. 665 SHEET 10 OF 36 NORTH CITY ENCROACHMENT NO. 6 N W E s GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GMcivit Engineering & Surveying 2559 Sw Grapevine Pk Gppevine,texas7— rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PRIVATE PUBLIC 10" 24" / SANITARY \R.C.P. i SEWER LINE s 60' PUBLIC SEWER EASEMENT PRIVAT \ PRIVATE Uik�AINA E \ 21" R.C.P. EAS ENT s \ \ \LOT 1, BLOCK 2 ENCROACH\MA NT No. 6 s \ EX. 15" SANITARY SEWER LINE BY 07 PROFILE SCALE Horizontal Scale: 1" = 40' Vertical Scale: 1" = 4' PROPOSED GROUND STING GROUND @ TERLINE OF PIPE 675 PRIVATE 675 PRIVATE I 21" R.C.P. I 24" R.C.P. I I I I I 670 I ; 670 I I I PUBLIC SEWER 665 I EASEMENT I 665 I I NOTE: 1 0.1 CONTRACTOR TO I S.S. 6 60 PROTECT SEWER LINEAT ALL TIMES DU I I CONSTRUCTIONRING 660 SHEET 1 1 OF 36 NORTH CITY -ENCROACHMENT NO. 7 N W E S GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GMcivit Engineering & Surveying 2559 Sw Grapevine Pk GppeVi texas7- 81Ia]493I3 rxEne Flrm n F29dd I naury Flm� a imzl loo LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H — — — — — — — WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY // 1 1\I VlIIL ✓1\llll VlIVL � 5 PUBLIC EASEMENT / WATER EASEMENT PUBLIC 8" / WATER LINE LOT 1, BLOCK 4 PROFILE SCALE _ - - Horizontal Scale: 1 40' / — Vertical Scale: 1" = 4' EXISTING GROUND @ / CENTERLINE OF PIPE 6690 90 1110ENTERLINE PROPOSED GROUND @ i OF PIPE i PROATE PRIVATE 18 R C�P. 18" R.C.P. 685 ' 685 wl�. PUBLIC WATER I� EASEMENT 680 1 ! T 680 NOTE: CONTRACTOR TO PROTECT WATER LINE 675 CONSTRUCTION AT ALL TIMES RING 6 75 SHEET 12 OF 36 CV U 0 a a� 0) 3 a 0 I d I 0 0 00 0 E t U O 0 U C W U 7 L N v c 0 C3 N O W CC: a / 0 v a Q :� L 0 z I � O CV �p O 00- O N jN Lei o NORTH[ CITY -ENCROACHMENT NO. B N W E S GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GiMcivit Engineering & Surveying 2559 Sw Grapevine Pk Gppevine,texas7— rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY LOT 3, BLOCK 3 C` II ENCROACHMENT No. 8 I i PRIVATE 24" R.C.P. o I I I .co PUBLIC WATER & / 1 I / SEWER EASEMENT / PRIVATE DRAINAGE PUBLIC 8" SI,NITARY / EASEMENT SEWER LINE / PUBLIC 8" WATER LINE PROFILE SCALE I` Horizontal Scale: 1" = 40' I EXISTING GROUND @ Vertical Scale: 1" - 4' PROPOSED GROUND @ CENTERLINE OF PIPE CENTERLINE OF PIPE 690 , , 690 PRIVATE 24" R.C.P. I 685 � 685 �o 0 12" 680 W.L. 8„ 680 S.S. NOTE: CONTRACTOR TO PUBLIC WATER PROTECT WATER & SEWER AND SEWER LINE AT 6 75 ALL TIMES DURING EASEMENT 675 CONSTRUCTION SHEET 13 OF 36 NORTH CITY WE ENCROACHMENT NO. 9-12 S GRAPHIC SCALE 1-50' 0 50 100 150 \ PUBLIC WATER & / / \ \ / \ SEWER EASEMENT / CO \ ENCROACHMENT No. 10 \ ENCROACHMENT No. 9 PUBLIC 8" \ \ \ SANITARY SEWER LOT 1 BLOCK 4 ^ s \ /PUBLIC 12" WATER LINE PRIVATE 30" R.C.P. \ \ \ / / PRIVATE DRAINAGE ENCROACHMENT No. 11 i I EASEMENT LOT 1, BLOCK 2 / \ / / \ \ \ / PRIVATE 18" R.C.P. _ I PUBLIC SEWER ENCROACHMENT No. 27 / \ � — J \ EASEMENT \ NCROACHMENT No. 12 / _ \ \ \LOT 2, BLOCK 3 RIVATE / / 18" R.C.P. / PRIVATE 42" R.C.P. / PUBLIC WATER EASEMENT \ \ \ LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PREPARED BY: �► GMcivil Engineering & Surveying —951 Grapevine Pkwy,GrapeW iews76- —g — M F1944 1165un H. M I Wel- SHEET 14 OF 35 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1'' = 4' .:1 675 'I NOTE: CONTRACTOR TO PROTECT WATER 6 70 AND SEWER LINE AT ALL TIMES DURING CONSTRUCTION 30'' R.C. PREPARED BY: �► GMcivit Engineering & Surveying 1559 SW Gmpevine 11-, GmpeNne, texas 7.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I r�sury Firm # Imsl too I EXISTING GROUND @ CENTERLINE OF PIPE PROPOSED GROUND @ CENTERLINE OF PIPE o 12" W.L. 24" CASIN 8" S.S. I PUBLIC WATER & SEWER EASEMENT .:1 675 670 SHEET 15 OF 35 NORTH CITY ENCROACHMENT NO. T,0 LEGEND WATER LINE SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1'' = 4' .:1 675 NU I L. CONTRACTOR TO PROTECT WATER 6 70 AND SEWER LINE AT ALL TIMES DURING CONSTRUCTION PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmpevine, Tams 7.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too EXISTING GROUND @ CENTERLINE OF PIPE I �_ PROPOSED GROUND @ CENTERLINE OF PIPE S.S. PUBLIC WATER & SEWER �I EASEMENT .:1 675 670 SHEET 16 OF 35 NORTH CITY ENCROACHMENT NO. TT LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. - — — — - SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1'' = 4' .:1 675 670 EXISTING GROUND @ CENTERLINE OF PIPE PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmpevine, Tams 7.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too PROPOSED GROUND @ CENTERLINE OF PIPE 30" R.C.P• id 1 8'' f.S. W/ 0"- CA91NG PUBLIC NOTE: I SEWER CONTRACTOR TOL EASEMEN 665 PROTECT SEWER LINE AT ALL TIMES DURING CONSTRUCTION 675 670 665 SHEET 17 OF 35 NORTH CITY ENCROACHMENT NO. )« LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. — — — — — WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine 11-, GmpavlI Tams 1.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too PROFILE SCALE - Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' -4POSED GRO: 680 EXISTING GROUND @ PRO ENN OUF PIE I I 680 CENTERLINE OF PIPE I I I I I 675 30'I R.C.P. 6 75 ,� II II II 670 811 670 PUBLIC WATER NOTE: I EASEMENT CONTRACTOR TO PROTECT WATER LINE 6 6 5 AT ALL TIMES CONSTRUCTIONRING I I 665 SHEET 18 OF 35 NORTH CITY ENCROACHMENT NO. 27 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. — — — — — WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmpevine, Tams 1.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' I I EXISTING GROUND @ CENTERLINE OF PIPE — 685 �_ --- PROPOSED GROUND @ CENTERLINE OF PIPE 675 NOTE: CONTRACTOR TO 670 PROTECT WATER LINE AT ALL TIMES DURING CONSTRUCTION 30„ R C.P. I Q f$ PUBLIC f WATER EASEMENT 675 670 SHEET 19 OF 36 rn 3 a Lo 0 I d I 0 0 00 0 c E t U a 0 U w i U 7 L N v c O C3 N O W CC: d / C 0 v a Q :� U `" N jN L; i � NORTH CITY / LOT 1, BLOCK 2 PUBLIC 8" ENCROACHMENT NO. 13 SANITARY SEWER / w E \ \ \ PUBLIC SEWER \ \ EASEMENT GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: \ / LOT 2, BLOCK 2 GMcivil ENCROACHMENT Engineering & Surveying / S 2559 SW Grapevine Pkwy, Grapevine, iexos )6051 No. 13 81]aR9-d3]3 ixEnB Firm # Fs944 I Fxsun Fi, # ioozi mo \ C/' \ PRIVATE DRAINAGE LEGEND \EASEMENT W WATER LINE S \ S SEWER LINE \ \ SANITARY SEWER M.H. O yG \ \ - — — — — — - SEWER EASEMENT STORM DRAIN INLET/ \ \ \ `r STORM DRAIN ENCROACHMENT PUBLIC 30' PRI TE 36" R.C.P. BOUNDARY SEWER EASEMENT PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' PUBLIC SEWER 6 80 i EASEMENT PROPOSED GRUND @ 680 I CENTERLINE OFOPIPE EXISTING GROUND @ — CENTERLINE OF PIE _ — — — — — - 675 i 675 I PRIVATE 36" R.C.P. 6 70 670 NOTE: CONTRACTOR TO PROTECT SEWER LINE 8" AT ALL TIMES DURING 6 6 5 S.S. 665 CONSTRUCTION I SHEET 20 OF 36 NORTH CITY ENCROACHMENT ENS' NO. 14-16 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. - - - - - - - WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PRIVATE DRAINAGE EASEMENT i PRIVATE 30" R.C.P. PRIVATE 18" R.C.P. —/ . L _ LOT 2, BLOCK 2 / I PR TE 4 C. P. NI � II LOT 3, BLOCK 2 I L- -- IIII � I s F GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: r GMcivit Engineering & Surveying 2559 SW Grapevine Pkw Grapevine, Texas ]6- T gRnn8 29M1ixSury Ftrm#1-1- — PUBLIC WATER EASEMENT PRIVATE 36" R.C.P. PRIVATE 30" R.C.P. LJ --ENCROACHMENT No. 14 i LOT 2, BLOCK 3 r_J ' ENCROACHMENT No. 15 I I PUBLIC 8" WATER LINE I I I 20" STEEL ENCASEMENT I I I I I I I 7LOT1, BLOCK 3 I I / ENCROACHMENT No. 16 L-� I SHEET 21 OF 36 rn 3 v Lo O I d d d I O O 00 O C: t U 0 0 U C W U 7 L 0 C 0 0 0 w 0 c a d 1-1 0 v -a Q ` N jN O NORTH CITY PREPARED BY: ENCROACHMENT NO. 14 � GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51 LEGENDa1'aza"" W WATER LINE S SEWER LINE SANITARY SEWER M.H. — — — — — WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' EXISTING GROUND @ 6 �0 I I CENTERLINE OF PIPE I 6 �0 PROPOSED GROUND @ CENTERLINE OF PIPE I I 675 I I PRIVATE 675 gIVAT� 0 R.C. 30" R.C.P. to 670 I 670 I W.L. PUBLIC �. I. WATER NOTE: I I EASEMENT CONTRACTOR TO 665 PROTECT WATER LINE , AT ALL TIMES DURING 665 CONSTRUCTION SHEET 22 OF 36 NORTH CITY ENCROACHMENT NO. 15 W WATER LINE S SEWER LINE SANITARY SEWER M.H. — — — — — — — WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmpevine, Tams 1.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' I EXISTING GROUND @ — - - CENTERLINE OF PIPE 680 I 680 I PROPOSED GROUND @ CENTERLINE OF PIPE 675 I PRIVATE I 675 PRIVATE 42" R.C.P. PUBLIC i WATER 670 I I EASEMENT 670 I NOTE: W L. CONTRACTOR TO 6 65 PROTECT WATER LINEAT ALL TIMES DU I CONSTRUCTIONRING I I 665 SHEET 23 OF 36 rn 3 a Lo O I d d d I O O 00 O C: C t U O O L U C w U 7 L 0 CC O 6 CL w / C / C O i6 a a ` N jN O NORTH CITY PREPARED BY: ENCROACHMENT NO. 16 � GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51 LEGENDa1'aza"" W WATER LINE S SEWER LINE SANITARY SEWER M.H. - — — — - WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' PUBLIC Vertical Scale: 1" = 4' WATER EASEMENT 680 ECEN ERL NE OGROUNDF PIE I 680 6 75 PROPOSED GROUND @ CENTERLINE OF PIPE 675 PRIVATE 42" R.C.P. 6 70 670 Io NOTE: IW CONTRACTOR TO PROTECT WATER LINE L 665 AT ALL TIMES 6 6 5 CONSTRUCTIONRING SHEET 24 OF 36 NORTH CITY ENCROACHMENT NO. 17-19 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PRIVATE DRAINAGE EASEMENT PRIVATE 2 1 " R.C.P. LOT 3, BLOCK 2 PRIVATE 42" R.C.P. I � I I I IAn I, I I I I I I I II I I I I I I IL PRIVATE 48" R.C.P. r _ J 00 L s F GRAPHIC SCALE 1"=40' 0 40 80 120 PP\EPARED BY: r GMcivil Engineering & Surveying ssw sw c,oaa�ma rk.^rv, c�aae�ma,.a�s �awi 81]-3]R43I3 PUBLIC WATER EASEMENT LOT 1, BLOCK 3 PRIVATE 2 1 " R.C.P. ENCROACHMENT No. 17 PRIVATE 24" R.C.P. ENCROACHMENT No. 18 PUBLIC 8" WATER LINE ENCROACHMENT No. 19 SHEET 25 OF 36 rn 3 v O I d d d I O O 00 O C: ;_ t U 0 0 U C W U 7 L 0 C 0 0 CL W / 0 c a / C 0 Q `" N jN W O NORTH CITY PREPARED BY: ENCROACHMENT NO. 17 � GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51 LEGENDa1'aza"" W WATER LINE S SEWER LINE SANITARY SEWER M.H. - — — — — — - WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' 680 I I I I 680 � I EXISTING GROUND @ CENTERLINE OF PIPE 675 I I I 6 75 CENTERLINE OF PIPE C, 670 I 670 I I 18" W.L. NOTE: 5 CONTRACTOR TO PROTECT WATER LINE I AT ALL TIMES DURING I �--�� PUBLIC WATER 5 CONSTRUCTION I EASEMENT SHEET 26 OF 36 cD N UL) O U N Q� 3 v O I d d I O O 00 O C: c t U O O L U C W U 0 0 a 0 W / / C O Q U 0 z I O O N (p O 00— O N j N W O NORTH CITY ENCROACHMENT NO. TB W WATER LINE S SEWER LINE SANITARY SEWER M.H. — — — — — — — WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE , Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' I 675 EXISTING GROUND @ 1 CENTERLINE OF PIPE A 670 NOTE: CONTRACTOR TO PROTECT WATER LINE 660 AT ALL TIMES ICONSTRUCTIONRING PUBLIC WATER I, EASEMENT I II I it PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine Pkwy, Gmpevine, texas 7.51 BIIJ19-43I3 r�Enq Fiml # F-z9u I r�sury Firm # Imsl too PROPOSED GROUND @ CENTERLINE OF PIPE 675 670 665 SHEET 27 OF 36 rn 3 v O I d d d I O O 00 O C: C E t U 0 0 L U C w U 7 L 0 C 0 0 0 w / C a a / C 0 v Q `" N jN LiO NORTH ORTH CITY PREPARED BY: ENCROACHMENT NO. 19 � GMcivit Engineering 2559 SW Grapevine 11-, & Surveying Gmp¢vine, Tams 1.51 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. - — — — — — - WATER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' PROPOSED GROUND @ I I PUBLIC I.--ffWATER I 680 CENTERLINE OF PIPE I I EASEMENT 680 EXISTING GROUND @ 675 CENTERLINE OF PIPE �_ f - -I 675 __--- , , 670 670 I I PRIVATE PRIVATE 42" R.C•P' I 48" R.C.P. � I NOTE: CONTRACTOR TO 665 PROTECT WATER LINE AT ALL TIMES 665 CONSTRUCTIONRING SHEET 28 OF 36 rn 3 a r 0 I d d I 0 0 0 0 E t U O O U C W U 7 N v c O C3 N O W CC: d / 0 v a a :� 0 `" N jN Li � NORTH CITY ENCROACHMENT NO. 20 N W E LOT 4, BLOCK 2 S GRAPHIC SCALE 1"=40' �S PRIVATE 2-24" R.C.P. 0 40 80 120 ENCROACHMENT No. 20 PREPARED BY: rGMcivit PRIVATE Engineering & Surveying 2559 SW Gmpe.h. Pam. �P.V-r--I BIIJ]P93I3 DRAINAGE -9FI -29„ „�-rvFl�* EASEMENT s--------------- LEGEND W WATER LINE PUBLIC 60' S SEWER LINE SEWER EASEMENT SANITARY SEWER M.H. EX. 15" SANITARY - - — — — — — - SEWER EASEMENT SEWER LINE BY OTHERS STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' PRIVATE R•C P' I 2-24" 680 , i 680 675 � I � � I � , , 675 PUBLIC SEWER EASEMENT 670 , , 670 15" NOTE: CONTRACTOR TO S.S. I I (OTHERS) PROTECT SEWER LINE 665 AT ALL TIMES RING 665 CONSTRUCTION I I SHEET 29 OF 36 NORTH CITY ENCROACHMENT NO. 21-23 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY N W+E S GRAPHIC SCALE 1"=40' 0 40 80 120 PP,EPARED BY: �► GMcivil Engineering & Surveying LOT 3, BLOCK 3 PUBLIC WATER EASEMENT I I PRIVATE I 3: 36" R.C.P. PUBLIC 8" WATER LINE PRIVATE I II DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT ENCROACHMENT No. 21 PRIVATE 5' x 4' R.C.B. PRIVATE DRAINAGE \ EASEMENT -- -� -� s- ENCROACHMENT No. 22 PUBLIC SEWER EASEMENT LOT 1, BLOCK 3 PRIVATE 42" R.C.P. PRIVATE 8' x 5' R.C.B. ENCROACHMENT No. 23 PUBLIC 8" - SANITARY SEWER U) U) SHEET 30 OF 36 NORTH CITY ENCROACHMENT NO. 21 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. — — — — — — — SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51 BIIJ1A43I3 PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' 675 _-_ ---- 675 EXISTING GROUND @ CENTERLINE OF PIPE PUBLIC PROPOSED GROUND @ I SEWER 670 CENTERLINE OF PIPE I EASEMENT 670 PRIVATE 36T R.C•P• I � I 665 I 665 I I NOTE: CONTRACTOR TO PROTECT SEWER LINE I I 8" 660 AT ALL TIMES CONSTRUCTIONRING I S.S. I 660 SHEET 31 OF 36 rn 3 v r O I a d d I O O 00 O C: ;_ t U 0 0 U C w U L 0 C 0 0 CL w / / C 0 Q `" N jN wo NORTH CITY PREPARED BY: ENCROACHMENT NO. 22 � GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51 LEGENDa1'aza"" W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' 6�0 EXISTING GROUND @ I I 68O CENTERLINE OF PIPE PUBLIC I SEWER PROPOSED GROUND @ i EASEMENT CENTERLINE OF PIPE I I 6 75 PRIVATE 675 670 tCP* 670 I 8"S.S. NOTE: CONTRACTOR TO 665 PROTECT SEWER LINE AT ALL TIMES DURING 665 CONSTRUCTION SHEET 32 OF 36 rn 3 v r O I a d d I O (o 00 O C: C a) t U 0 O L U C w U 7 L 0 L C C O 6 0 w C a d 1-1 O v v Q `" N j N W O NORTH ORTH CITY PREPARED BY: ENCROACHMENT NO. 2 � GMcivit Engineering & Surveying 2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1" = 4' PROPOSED GROUND @ 6 70 \ � I I CENTERLINE OF PIPE 670 \ ITE 665 \ I PRIVATE PRIV x5'R.C.B. 5' x 4' R C. B.665 \ I81 + I \� I 660 o o 660 8' EXISTING GROUND @ 8„ S.S. W I CENTERLINE OF PIPE NOTE: � r CONTRACTOR TO PROTECT WATER I PUBLIC WATER 55 AND SEWER LINE AT ALL TIMES DURING I & SEWER 55 CONSTRUCTION EASEMENT SHEET 33 OF 36 NORTH CITY ENCROACHMENT NO. 24-26 LEGEND W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY N W+E S GRAPHIC SCALE 1"=40' 0 40 80 120 PREPARED BY: �► GMcivil Engineering & Surveying 2559SW Gmpevine'kwy, 3peV-T.-76- -g H. M F2- 1 **sury Finn k 100I I ]00 I I PUBLIC 8" I PUBLIC WATER & WATER LINE I I I SEWER EASEMENT I I � I I ENCROACHMENT No. 24 PUBLIC WATER EASEMENT PRIVATE 2-30" R.C.P. --------- ----- E CROACHMENT No. 25 w -- - - - - --- — 'I I ENCROACHMENT No. 26 I L— — — — — — — — — — — I/ PRIVATE 8"SANITARY SEWER 'PRIVATE 18" R.C.P. PUBLIC SEWER EASEMENT SHEET 34 OF 36 NORTH CITY ENCROACHMENT NO. 24 1 Cf_CAlll W WATER LINE S SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE Horizontal Scale: 1'' = 40' Vertical Scale: 1'' = 4' 675 670 PROPOSED GROUND @ CENTERLINE OF PIPE NOTE: CONTRACTOR TO PROTECT WATER AND SEWER LINE AT ALL TIMES DURIN 6 6 0 CONSTRUCTION G C� o, I� v 811 w.�. 8" S.S. PUBLIC WATER II& SEWER EASEMENT PREPARED BY: �► GMcivit Engineering & Surveying 2559 SW Grapevine Pkwy, Gmp¢vine, rams 7.51 BIIJ1A43I3 r.eza r��» Fz9u i .�zru Fl,m a imz»oo EXISTING GROUND ( CENTERLINE OF PIPE 675 670 665 SHEET 35 OF 36 00 (V U O L� 3 v ib O I a�3 d I O 0 00 O c ;_ U 0 0 U C w L U 7 to 0 0 0 w / 0 c 0 0 Q 0 z I 't O M f.Do COO O N j N W 04 NORTH CITY ENCROACH-MENT NO. 25-26 r P/�Pdlr% W WATER LINE S- SEWER LINE SANITARY SEWER M.H. WATER AND SEWER EASEMENT STORM DRAIN INLET/ STORM DRAIN ENCROACHMENT BOUNDARY PROFILE SCALE CENTERLINE OF PIPE Horizontal Scale: 1" = 40' Vertical Scale: 1" = 4' EXISTING GROUND @ CENTERLINE OF PIPE I po, 675 670 NOTE: CONTRACTOR TO PROTECT WATER AND SEWER LINE AT 66 5 DURINGALL TIMES CONSTRUCTION %% N W*E s GRAPHIC SCALE 1"=40' 0 40 80 120 P[YEPAREED BY: �► GMcivil Engineering 8 Surveying u9 w—p-1.Pi ,G.oa—e..axa176- 81J-329-d8J3 ixEng Frm p F29M I ir5ury Firm # 1=1- PRIVATE 18" R.C.P. PUBLIC WATER ^ EASEMENTS �I �I 811 S.S. PUBLIC SEWER EASEMENT j I �M 8" tV.L. �I 675 • 'J 665 SHEET 36 OF 36 EXHIBIT D Certificate of Insurance Tier II Easement Encroachment Agreement Page 13 of 13 Revised 12/2022