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R2021-003 2021-01-11RESOLUTION NO. R2021-3 A Resolution of the City Council of the City of Pearland, Texas, authorizing a Crossing Agreement with the Gulf Coast Water Authority (GCWA) to allow a sanitary sewer force main to cross GCWA's American Canal right-of-way. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain Crossing Agreement attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby approved. Section 2. That the City Manager, or his designee, is hereby authorized to execute that certain Crossing Agreement by and between the City and GCWA. PASSED, APPROVED and ADOPTED this the I L khday of 2021. CITY SECRETARY APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY , A.D., EXHIBIT A GULF COAST WATER AUTHORITY APPLICATION FOR CROSSING AGREEMENT The City of Pearland, Texas, (the "City") requests permission from Gulf Coast Water Authority ("GCWA") to install ONE SANITARY SEWER —WASTEWATER FORCE PIPELINE AND RELATED IMPROVEMENTS. (the "Licensed Improvements") across, over, under or alongside GCWA's canal or GCWA's other property at the location described in Exhibits A and C, and in accordance with the plans and specifications attached as Exhibit B. The plans and specifications on Exhibit B include: a cross section drawing showing the profile of the proposed Licensed Improvements and including the depth any proposed structure under or within one -hundred feet (100') of the flow line of the canal or the height of the proposed structure over the top of the canal, widths or dimensions / sizes of the structure, whether the structure will be encased and the type of encasement material, any boring method (whether conventional, straight line bore or directional bore), the requested width of the Licensed Improvements license strip (the area within which the Licensed Improvements will be located). GCWA may require additional information for approval. The area in which construction will be performed shall also be described on Exhibit A and labeled the "Construction Area". Construction is anticipated to begin approximately 1 D I -O 1 I , and will be completed within a reasonable period of time thereafter. Signed the a& day of Oith toUi ov , 202 . Authorize The ityepresentative (16 J d(ars— Address 2 511 L r Le Print Name Phone Number RESOLUTION NO. R2021-3 A Resolution of the City Council of the City of Pearland, Texas, authorizing a Crossing Agreement with the Gulf Coast Water Authority (GCWA) to allow a sanitary sewer force main to cross GCWA's American Canal right-of-way. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain Crossing Agreement attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby approved. Section 2. That the City Manager, or his designee, is hereby authorized to execute that certain Crossing Agreement by and between the City and GCWA. PASSED, APPROVED and ADOPTED this the _I day of / i%QR.l , A.D., 2021. ST: RSTAL OAN, TRMC, CMC CITY SECRETARY APPROVED AS TO FORM: 4-.--(J.C"--- DARRIN M. COKER CITY ATTORNEY GULF COAST WATER AUTHORITY CROSSING AGREEMENT FOR THE CITY OF PEARLAND, TEXAS Licensed Improvements: One sanitary sewer force pipeline not exceed 16 inches in diameter Grantor: GULF COAST WATER AUTHORITY ("GCWA"), INCLUDING ITS SUCCESSORS AND ASSIGNS Grantor's Mailing Address : 3630 FM 1765 Texas City, Texas 77591 Galveston County Grantee: THE CITY OF PEARLAND, TEXAS, A HOME -RULE MUNICIPALITY, ("GRANTEE") Grantee's Mailing Address: 3519 Liberty Drive Pearland, TX 77581 Brazoria County License Strip: That certain area of land noted as the "License Strip" described on Exhibits A and C attached hereto and made a part hereof for all purposes. Construction Area: That certain area of land described on Exhibits A and C and noted as the "Construction Area" or "License Strip". All construction activities shall be confined within the boundaries of the Construction Area (also called "License Strip"). All construction shall be performed in accordance with the plans and specifications described in Exhibit B. All of GRANTEE'S rights to use the Construction Area will terminate upon completion of the construction of the Licensed Improvements. Construction activities shall include all of GRANTEE'S activities undertaken with respect to the Licensed Improvements whether initial construction, maintenance, repairs, supplemental construction or reconstruction, except for ingress and egress. Consideration: GCWA grants the rights conferred in this Licensed Improvements Agreement in exchange for the payment by Grantee of one dollar ($1.00) and all fees or other charges described in the Application for Licensed Improvements Agreement (the "Application") signed by Grantee, delivered to GCWA, the terms of the Application are incorporated herein by reference as if fully set forth; and in addition in exchange for Grantee's grant to GCWA of any additional ingress and egress access rights designated on Exhibit B attached hereto and made a part hereof. Reservations from and Exceptions to License: Easements, rights of way and prescriptive rights, of record or visible and apparent on the ground; and valid instruments, presently recorded in the county or counties in which the License Strip is located, that affect the License Strip or that affect real property burdened by the License granted herein or the License Strip in whole or in part. 1) Grant of License. GCWA, for the consideration and subject to the reservations from and exceptions to license grants to GRANTEE, its successors and assigns, a non-exclusive 2 license for the purpose of constructing, maintaining, operating, repairing, removing, replacing and upgrading one sanitary sewer pipeline not to exceed 16 inch diameter and appurtenances thereto (hereinafter called the "Licensed Improvements"), over, under, and within the License Strip, together with the right of ingress and egress over, along and across the License Strip for the purpose of operating and maintaining (within the License Strip) the Licensed Improvements. Grantee agrees that it will provide to GCWA within ninety (90) days after the completion date for Grantee's project as -built Exhibits A and B certified by a Texas registered professional land surveyor in 81/2 x 11 or 11 x 17 sheet hardcopies form and electronic .pdf images and there shall be no substantial deviation between the plats attached hereto and the as-builts, unless approved by the GCWA. Exhibit coordinates shall be provided in NAD 83 Texas South Central Zone. Units shall be reported in US survey feet using grid bearings and grid distances and shall be tied to a class 1 or better NGS monument on horizontal and vertical. A table shall be included that reports the grid coordinates for any monument used and all points of inflection. 2) Limitations on Use. Except as otherwise specifically set forth herein, GRANTEE shall have no right to go or travel upon, over or across any lands of GCWA except for the License Strip and Construction Area (during construction of the Licensed Improvements). Grantee may install a gate within the License Strip where the License Strip intersects with any perimeter fence located on GCWA property. Nothing contained herein shall grant or be construed to grant to GRANTEE the right (i) to use the License Strip or Construction Area for any purpose other than for the purposes set forth herein or (ii) to change the dimensions or location of the License Strip or Construction Area. During the initial construction of the Licensed Improvements, and at all times after completion, GRANTEE must not interfere with the operation or maintenance of GCWA's facilities or any other activity of GCWA or its lessees, invitees, agents, customers, contractors, successors or assigns. GCWA and Grantee agree to coordinate their activities in good faith to accommodate the work of GCWA and Grantee. All persons entering upon the License Strip or Construction Area under this grant shall confine themselves to the operations and purposes contemplated herein, and no trespassing or other uses shall be permitted by GRANTEE, its employees, agents or contractors. 3) Termination of License; Maximum Term. a) The license, rights and privileges granted hereunder shall terminate when, or at such time as, (i) the purposes hereof cease to exist, are abandoned by GRANTEE, or become impossible of performance, or (ii) GRANTEE fails to observe any term, covenant, or condition contained in this Agreement or the Application, following thirty (30) days from Grantee's receipt of written notice of such failure, specifying the nature of the failure. Provided, however, Grantee shall not be in default hereof and GCWA may not terminate this License if Grantee commences the cure within said thirty (30) day period and diligently prosecutes same to completion. Further, if Grantee disputes that a default/failure has occurred, such thirty (30) day time frame shall be tolled until such time as Grantee is found to be in default by an unappealable order of a court of Brazoria County. Within 90 days following termination of this Agreement, GRANTEE must either (i) remove from the License Strip and Construction Area the Licensed Improvements and any other structures or property placed thereon by GRANTEE, or abandon any underground Licensed Improvements in place and remove any above ground Licensed Improvements. b) Unless terminated earlier under Section 3a, this Crossing Agreement shall terminate on August 31, 2070. 3 4) Grantee Responsible for Damages. The consideration paid to GCWA by GRANTEE in connection with the execution of this agreement is solely for the grant of the license and rights herein granted and does not cover any damages caused to the surface of GCWA's lands or to GCWA's facilities within the License Strip or the Construction Area in connection with the initial construction of the Licensed Improvements, or that may occur to GCWA's other lands, facilities or property in connection with the initial construction of said Licensed Improvements or by reason of the operation, maintenance, repair and/or servicing of the Licensed Improvements or any other damages incurred from time to time, and GRANTEE shall pay and agrees to pay GCWA any and all other such damages promptly as they may accrue. 5) Compliance with Laws. GRANTEE agrees to comply at all times and at its sole cost with all applicable federal, state and local laws, rules, regulations and safety standards in connection with GRANTEE's activities hereunder, including, without limitation, the construction, use, operation, maintenance, repair and service of the Licensed I mprovements. 6) Maintenance and Repairs. Grantee must at its sole cost maintain the Licensed Improvements and the License Strip in good repair and condition. GCWA has no obligation to repair or maintain the Licensed Improvements or the License Strip, but shall not remove cover from the Licensed Improvements. Should it become necessary at any time subsequent to completion of the Licensed Improvements for GRANTEE to enter upon the License Strip for the purposes of maintaining, repairing, operating, servicing or removing the Licensed Improvements as required or permitted hereunder, GRANTEE shall have the right to utilize as much of the Construction Area as reasonably necessary in order to perform the work and after each entry upon said License Strip and Construction Area, leave said land at the same level and condition that it was in prior to such entry; and in the event that any such entry should cause or produce damage to roads, fences, pavement or other improvements that may be situated on said land, or cause or produce damages to the surface of the License Strip, or any other lands or property of GCWA, GRANTEE shall, at GCWA's sole election, promptly repair such damage to GCWA's reasonable satisfaction or pay to GCWA any and all damages that may be caused by reason of any such subsequent entry. 7) Relocation or Modification of Licensed Improvements. a) GRANTEE shall be solely responsible for relocating or modifying any existing improvements on GCWA's lands as may be required to construct and maintain the Licensed Improvements, but GCWA must consent in writing in advance to any such relocation or modification of existing improvements. b) In addition, GRANTEE must, upon GCWA's submittal of proposed plans for GCWA's improvements or modifications to GCWA's existing or future improvements affecting the License Strip and/or the Licensed Improvements and GCWA's written request, commence with evaluating those plans for any conflicts / concerns and provide recommendations to GCWA. In the event that those recommendations are not satisfactory to GCWA, Grantee would perform its due diligence to relocate or modify the Licensed Improvements to accommodate GCWA's use of its lands, and GRANTEE shall be solely responsible for all costs associated therewith, provided, however, GCWA shall provide Grantee with a suitable alternate location for the Licensed Improvements at no additional charge to Grantee. Not sooner than one hundred eighty (180) days prior to canal maintenance and if applicable, GCWA shall notify GRANTEE of GCWA's intention to perform canal maintenance in the area of the License Strip and GRANTEE must, upon GCWA's request, 4 protect that portion of the Licensed Improvements located over GCWA's lands, during such canal maintenance and GRANTEE shall be solely responsible for all cost associated therewith. 8) Construction of the Licensed Improvements. The Licensed Improvements must be constructed within the License Strip. Before construction may commence, GRANTEE must give GCWA at least 72 hours advance notice of its intent to begin construction. GRANTEE may begin construction of the Licensed Improvements at any time after receiving GCWA's written notice to proceed and must complete construction within a reasonable period of time thereafter. The Licensed Improvements must be constructed according to the plans and specifications set forth on Exhibit B. All construction activity must be confined to the Construction Area. Upon completion of the Licensed Improvements, GRANTEE shall (i) repair all damage to roads, tracks, fences, pavement and other structures or items located on GCWA's lands (including the License Strip and Construction Area) and restore same to their condition prior to construction and (ii) restore and clean the surface of the land covered by the License Strip and Construction Area to its condition prior to construction as reasonably practicable. GRANTEE is not and shall not be construed as GCWA's agent in contracting for any improvements to the License Strip, and shall have no authority to pledge, mortgage, hypothecate or otherwise encumber any interest in the above or any other property of GCWA, except for GRANTEE's license rights hereunder. GRANTEE shall, to the extent allowed by law, indemnify and hold harmless GCWA and the officers, directors, employees, agents, successors and assignees of GCWA (the GCWA and such persons are collectively referred to as the "Indemnified Persons") from and against any and all mechanics', material men's or other liens or claims ("Mechanic's Liens") and all costs and expenses, including attorneys fees, associated therewith, arising out of any such work. GRANTEE shall not permit any lien to be placed upon GCWA's real or personal property on account of any actual or alleged act, failure to act, or obligation of GRANTEE, and GRANTEE shall promptly takes all steps necessary to remove any lien from GCWA'S real or personal property which lien is imposed because or on account of any alleged or actual act, failure to act, or obligation of GRANTEE. GRANTEE'S obligations with respect to liens as described in this paragraph extend to any activity or omission of GRANTEE, and are not confined to liens imposed in connection with GRANTEE'S initial construction activities. 9) Marking Location of Licensed Improvements. If the Licensed Improvements includes a pipeline, then GRANTEE shall maintain markings along the entire length of the pipeline and the License Strip throughout the term of this agreement, that will inform anyone performing work in the area of the Licensed Improvements, and of all reasonable and necessary precautions to take prior to performing any work. 10) Bonds and Insurance. The City of Pearland agrees to require, and to provide to GCWA copies of, payment and performance bonds for all public works contracted by the City of Pearland within the License Strip, and the City of Pearland further agrees to require all workers compensation and other insurance required by law for the City's contracts for public works in the License Strip. 11) Indemnification of GCWA; No Waiver of Immunity. Neither GCWA nor the City waive, or shall be deemed to have waived, any immunity or defense that would otherwise be available to it against claims arising in the exercise of its governmental powers and functions under this Agreement, and each 5 party specifically retains all immunity from suit and from damages that it may otherwise be entitled to under the laws of the State of Texas. GCWA and the City agree that, except to the extent that governmental immunity is waived by the Texas Legislature or the Texas Constitution, or under other applicable law, each may take all such actions as necessary to avail each of the maximum protection legally available in order to minimize or eliminate any potential loss or liability with respect to the License Strip. 12) Grantor's Reserved Rights. GCWA expressly reserves unto itself and GCWA's successors and assigns, the right to use and enjoy the land covered by the License Strip and the Construction Area for any purposes whatsoever, except insofar as said use and enjoyment unreasonably interferes with the rights hereby granted to GRANTEE. GCWA specifically reserves the right (i) to grant additional easements or rights -of -way across the License Strip to such other persons or entities and for such purposes as GCWA may desire, (ii) to extend roads or other structures across the License Strip, (iii) to construct or locate across the License Strip fences, signs, pavement and other such items or materials; provided that, in all such cases, GRANTEE shall not be unreasonably and permanently disturbed in the enjoyment of the rights hereby granted to GRANTEE. 13) Notices. Any notice provided or permitted to be given in this agreement must be in writing and may be given by depositing the notice in the United States mail, postage prepaid, certified with return receipt requested, and addressed to the party to be notified at the address set forth below, or at the last address for notice which the sending party has for the party to be notified at the time the notice is sent. Notice deposited in the mail in the foregoing manner shall be effective upon receipt or refusal. Notice given in any other manner shall be effective only if and when actually received by the party to be notified. For purposes of notice, the addresses of the parties shall be as described on the first page of this agreement. Either party, by notifying the other party hereto in the manner provided in this paragraph, may designate a different address for receipt of subsequent notices. 14) Environmental Matters. GRANTEE shall not be responsible for removal, disposal, or any fines or other expenses relating to any or all hazardous substances or solid wastes stored, disposed of, or otherwise released onto or from the Licensed Improvements, the Construction Area, the License Strip or adjacent property prior to the execution of this agreement GRANTEE will not cause or permit the License Strip, the Construction Area, or GCWA to be in violation of, or do anything or permit anything to be done by GRANTEE, its Contractors, agents or employees which will subject the License Strip, the Construction Area, or GCWA to any remedial obligations under applicable laws pertaining to health or the environment (such laws as they now exist or are hereafter enacted and/or amended are hereinafter sometimes collectively called "Applicable Environmental Laws"), including without limitation the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended by the Superfund Amendments and Reauthorization Act of 1986 (as amended, hereinafter called "CERCLA"), the Resource Conservation and Recovery Act of 1976, as amended by the Used Oil Recycling Act of 1980, the Solid Waste Disposal Act Amendments of 1980, and the Hazardous and Solid Waste Amendments of 1984 (as amended, hereinafter called "RCRA"), the Texas Water Code and the Texas Solid Waste Disposal Act, or any other applicable state, federal, county or municipal law, rule or regulation relating to environmental issues, as each of said laws may be amended from time to time, assuming disclosure to the applicable governmental authorities of all relevant facts, conditions and circumstances, if any, pertaining to GRANTEE's use of the License Strip and Construction Area. GRANTEE agrees to obtain any permits, licenses or similar authorizations, to construct, operate or use the Licensed Improvements, the 6 Construction Area, and the License Strip for the purposes set forth herein by reason of any Applicable Environmental Laws which concern or result from the use of the Licensed Improvements, the Construction Area, or the License Strip. GRANTEE will promptly notify GCWA in writing of any existing, pending or, to the best knowledge of GRANTEE, threatened investigation or inquiry by any governmental authority in connection with any Applicable Environmental Laws concerning GRANTEE's use of the Licensed Improvements, the Construction Area, or the License Strip and GRANTEE's use, operation and maintenance of GRANTEE's facilities. In connection with GRANTEE's use, operation and maintenance of the Licensed Improvements, the Construction Area, and the License Strip, GRANTEE will not cause or permit the disposal or other release of any hazardous substance or solid waste on or to the Licensed Improvements, the Construction Area, or the License Strip. In connection with GRANTEE's use, operation and maintenance of the License Strip, GRANTEE covenants and agrees to keep or cause the Licensed Improvements, the Construction Area, and the License Strip to be kept free of such hazardous substance or solid waste and to remediate the same if required to do so by the governmental agency having jurisdiction, promptly upon discovery, at GRANTEE's sole cost and expense. If GRANTEE fails to comply with or perform any of the foregoing covenants and obligations, GCWA may (without any obligation, express or implied) remove any hazardous substance or solid waste from the Licensed Improvements, the Construction Area, or the License Strip (or if removal is prohibited by law, take whatever action is required by law) and the cost of the removal or such other action shall be reimbursed by GRANTEE to GCWA. GRANTEE grants to GCWA and its agents, employees, officers, directors, contractors and consultants access to the Licensed Improvements, the Construction Area, and the License Strip and the license (which is coupled with an interest and irrevocable) to remove such hazardous substance or solid waste (or if removal is prohibited by law, to take whatever action is required by law) and agrees to reimburse GCWA for and to hold GCWA harmless from all costs and expenses involved therewith. The terms "hazardous substance" and "release" as used in this agreement shall have the meaning specified in CERCLA, and the terms "solid waste" and "disposal" (or "disposed") shall have the meanings specified in RCRA; provided, that if either CERCLA or RCRA is amended so as to broaden the meaning of any term defined thereby, such broader meaning shall apply hereunder subsequent to the effective date of such amendment and provided further, to the extent that any other federal or state law established a meaning for "hazardous substance", "release", "solid waste", or "disposal" which is broader than that specified in either CERCLA or RCRA, such broader meaning shall apply. 15) Disclaimer of Warranties. GCWA has executed and delivered this agreement, and GRANTEE has received and accepted this agreement, the Licensed Improvements, the Construction Area, and the License Strip, AS IS, WHERE IS, AND WITH ALL FAULTS, EXCEPT AS OTHERWISE SET FORTH IN SECTION 14 ABOVE, AND WITHOUT ANY REPRESENTATIONS OR WARRANTIES WHATSOEVER, EXPRESS OR IMPLIED, WRITTEN OR ORAL; IT BEING THE INTENTION OF GCWA AND GRANTEE TO EXPRESSLY REVOKE, RELEASE, NEGATE AND EXCLUDE ALL REPRESENTATIONS AND WARRANTIES, INCLUDING, BUT NOT LIMITED TO, ANY AND ALL EXPRESS OR IMPLIED REPRESENTATIONS AND WARRANTIES AS TO (i) THE CONDITION OF THE LICENSE STRIP OR CONSTRUCTION AREA OR ANY ASPECT THEREOF, INCLUDING, WITHOUT LIMITATION, ANY AND ALL EXPRESS OR IMPLIED REPRESENTATIONS AND WARRANTIES RELATED TO MERCHANTABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE; (ii) THE SOIL CONDITIONS, DRAINAGE, TOPOGRAPHICAL FEATURES, OR OTHER CONDITIONS OF THE LICENSE STRIP OR CONSTRUCTION AREA OR WHICH 7 AFFECT THE LICENSE STRIP OR CONSTRUCTION AREA (iii) ANY FEATURES OR CONDITIONS AT OR WHICH AFFECT THE LICENSE STRIP OR CONSTRUCTION AREA WITH RESPECT TO ANY PARTICULAR PURPOSE, USE, DEVELOPMENT POTENTIAL, OR OTHERWISE; (iv) THE CAPACITY, QUANTITY, QUALITY, VALUE, CONDITION, OR AMOUNT OF THE LICENSE STRIP OR CONSTRUCTION AREA; (v) ALL EXPRESS OR IMPLIED REPRESENTATIONS OR WARRANTIES CREATED BY ANY AFFIRMATION OF FACT OR PROMISE OR BY ANY DESCRIPTION OF THE LICENSE STRIP OR CONSTRUCTION AREA; (vi) ANY ENVIRONMENTAL, GEOLOGICAL, OR OTHER CONDITION OR HAZARD OR THE ABSENCE THEREOF EVER AFFECTING IN ANY MANNER ANY OF THE LICENSE STRIP OR CONSTRUCTION AREA; AND (vii) ALL OTHER EXPRESS OR IMPLIED WARRANTIES AND REPRESENTATIONS BY GCWA WHATSOEVER. Executed this day of -111C0x.c , GRANTOR: STATE OF TEXAS COUNTY OFQ1ve.s6a \�ef...`pAST JW /// GULF COAST WAT THORITY = «; ; y -By: = : z ndon Wade, General Manager This instrument was acknowledged before me on the` day of,1 , 7r t- , by �j,�Ca,,-ADn Lt) ems , be\e(a\ ( £W(f Gulf Coast Water Authority, on behalf of the Authority. Denise Renee Dondonay �, += Notary Public, State of Texas '. J Comm. Expires 01/04/2025 Notary ID 12925349-4 1 1L- gt-.Lard Notary Public, State of Texas GRANTEE: CITY OF PEARLAND, TEXAS By: a ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF GALVESTON § This it- ••- ent v-as acHov' brrore me in t - day 20_ Bram in Vade, 3e ral nger anExe - tiv: icer, oof the Gulf Coast ater Fblt rity. I GIVEL.,,,,,JLR M ..,--AD A JD SEAL JFF,CE o� . L. le day of ' 20 Notary Public, State of Texas My Commission Expires: Duplicate Notarization for Brandon Wade added in error. City of Pearland Resolution R2021-3 replacing Notarization normally required by Grantee 9 EXHIBIT A LICENSE STRIP and CONSTRUCTION AREA Location 10 FND.5/8"IR "WINDROSE LAND SERVICES FND.5/8'IR w/CAP "LJA ENG" -r r 62' 35.00' 10 FN0.5/8'IR w/CAP 'C.L DAVIS RPLS 4464' COMMENCING PT HARRIS COUNTY FL000PLAIN REFERENCE MARK NO. 010565 N: 13, 755, 507.23 E: 3 095, 653.15 (0R10 COORDINATES) 40' ROAD (NOT —OPEN) �I (Vol. 2, Pg. 98 B.C.P.R.) JCL CP • S r� U J W m CALLED 100.353 ACRES 2004 MUSTANG CREEK, LTD TO MC 288. LLC (2013052984 B.C.O.R.) o 10-29-2013 N 03'14'42" W 605. LOT 2 AMY PENCE, ET AL TO SMITH PARK 21 DEVELOPMENT, LLC (2013061591 B.C.O.R.) 12-23-2013 FND.5/8"IR w/CAP "C.L. DAVIS RPLS 4464" REF.PT. FND.5/8"IR w/CAP "WINDROSE LAND SERVICIi" S 83'37'16" W 1.49' N 86'46'14" E 287.49' HADDOCK CONSTRUCTION TO CITY OF PEARLAND (2008018541 B.C.O.R.) 04-08-2008 CALLED 5.1122 ACRES SMITH PARK 21 DEVELOPMENT, LLC �� TO GULF COAST WATER AUTHORITY (2016039550 H.C.O.R.) 07-22-2016 CALLED 5.0036 ACRES TRUONG M. TRUONC, ET AL. TO KMC INVESTMENT, INC. (2006-013526 B.C.O.R.) 03-03-2003 "-FND.5/5'IR w/CAP "C.L DAVIS RPLS 4464' FND.5/8"IR w/CAP "C.L. DAVIS RPLS 4464" PROPOSED MINOR PLAT OF PEARLAND SURFACE WATER TREATMENT PLANT NOTES: 1. THE SURVEYOR HAS NOT HAD THE BENEFIT OF A TITLE REPORT BUT HAS RELIED ON CHARTER TITLE COMPANY TO PROVIDE DEED COPINS FOR SUBJECT PROPERTY AND ADJOINERS. EASEMENTS, RESTRICTIONS OR ENCUMBRANCES AFFECTING THE SUBJECT PROPERTY MAY NOT BE SHOWN HEREON. 2. BEARINGS SHOWN ARE BASED ON THE ZONE (2001 ADJUSTMENT). DISTANCES GRID BY MULTIPLYING BY A COMBINED ARE GRID. TEXAS COORDINATE SYSTEM OF 1983, SOUTH CENTRAL SHOWN ARE SURFACE AND CAN BE CONVERTED TO SCALE FACTOR OF 0.999870017. COORDINATES SHOWN 3. THIS SURVEY PLAT IS ACCOMPANIED BY A 5111PARATE METES AND BOUNDS DESCRIPTION PER TEXAS BOARD OF PROFICSIONAL LAND SURVEYOR'S "GENERAL RULES OF PROCEDURES AND PRACTICi" SECTION 663.19(9). 4. ALL CAPPED 5/8" IRON RODS STAMPED "C.L DAVIS RPLS 4464", UNLESS OTHERWISE NOTED. 5. (F) INDICATES A FOUND 5/8' IRON ROD WITH CAP STAMPED "C.L. DAVIS, RPLS 4464'. 6. PROPOSED 10' WIDE UTILITY EASEMENT BASED ON DRAWING NAMED "X—PP—County—Rood-48—R1.dwg" PROVIDED BY 5engineering, LLC. IADDOCK CONSTRUCTION TO CITY OF PEARLAND (2008018541 B.C.O.R.) 04-08-2008 CRY LIMIT LINE CALLED 7.287 ACRES HIGHWAY 6/1532, LC. TO GULF COAST WATER AUTHORIT( (04-004516 B.C.O.R.) As' 12-12-2003 O N 86'12'44" E 1,244.44' w/CAP HADDOCK CONSTRUCTION RPLS 4464" TO CITY OF PEARLAND (2008018541 B.C.O.R.) 04-08-2008 � BANK SHEET 1 OF 2 C•1 C.L. DAVIS 8t CO. FRIENDSWOOD. WTEXAS 77546 LAND SURVEYING RM O. 10082000 10' WIDE UTILITY EASEMENT 5,204 SQUARE FEET BEING OUT OF LOT 29, SECTION 2 ALLISON-RICHEY GULF COAST HOME COMPANY SUBDIVISION (VOL. 2, PG. 98 B.C.P.R.) J.S. TALMAGE SURVEY, ABSTRACT 566 CITY OF PEARLAND, BRAZORIA COUNTY, TEXAS DATE 06-29-2020 1 SCALE: 1' 150' IJOB NO.: 11-421-163 DWG FILE 11-421-163—FM ESMT INE-SEE SHEET CALLED 5.0022 ACRES VICTOR HOANG NGUYEN, ET UX. TO NTT FAMILY SUPPLEMENTAL NEEDS TRUST (2019035614 B.C.O.R.) 07-25-2019 CALLED 7.287 ACRES HIGHWAY 6/1532, LC. rye GULF COAST WATER AUTHORITY \0 (04-004516 B.C.O.R.) 12-12-2003 AMERICAN CANAL N 86"12'44" E 1,244.44' CAI 1FD 5.0035 ACRES TRUONG TRUONG TO NTT FAMILY SUPPLEMENTAL NEEDS TRUST (2007069055 B.C.O.R.) 01-01-2007 FND.5/8"IR w/CAP "C.L DAVIS RPLS 4464" 5,204 SQ. FT. (0.1195 ACRE) PROPOSED MINOR PLAT OF PEARLAND SURFACE WATER TREATMENT PLANT 122 Wfp EASEMENT ASE AND RI oEN BASED N FRIG OF RICE CO (AS E(VOL ENTERZHE OF ,Nu0AsTY LOCgT�NY T,1 i,9` 20� R27�Y U BRA20RIq DRAINAGE E GE DIp0R47234T7C T N(2025R 4 HUONG VAN VO, ET UX. TO HUONG VAN VO, ET AL (2019039892 B.C.O.R.) 08-16-2019 FND.5/B"IR w/CAP "C.L DAVIS RPLS 4464 -\ HADDOCK CONSTRUCTION TO CITY OF PEARLAND (2008018541 B.C.O.R.) 04- L2 IN 86'31 '45 "0 E DD6333.29' L3 P.O.B.: L6 FND. CONC......./ MONUME1T FND.5/8"IR w/CAP "C.L DAVIS RPLS 4464" HADDOCK CONSTRUCTION TO CITY OF PEARLAND (2008018541 B.C.O.R.) 04-08-2008 LINE BEARING DISTANCE DEED -DISTANCE Li N 03'47'16" W 10.00' L2 N 86'12'44" E 64.90' L3 N 83'30'23" E 122.7 1 ' L4 S 03'13'46" E 10.02' L5 S 83'30'23" W 721.80' 120.00' L6 S 86' 12'44" W 64.87' ti9 0� S 86'31 '45" W 333.53' (F) L5 (F) (DEED - 329.75') (F) PARCEL No. 2 RIGHT-OF-WAY EASEMENT (VOL(85)149, PG. 487 B.C.O.R.) (VOL(85)149, PG. 493 B.C.O.R.) (VOL(85)149, PG. 497 B.C.O.R.) (VOL(85)149, PG. 501 B.C.O.R.) (VOL.(85)149, PG. 505 B.C.O.R.) PROPOSED PUBLIC RIGHT-OF-WAY DEDICATION GRAVEL FNO.MON E 1 CHAIN LINK FENC z cfi 1500 WINDING WAY C.L. DAVIS & CO.281-48-9490 FRIENDSW00D, TEXAS 77546 LAND SURVEYING FIRM NO. 10082000 10' WIDE UTILITY EASEMENT 5,204 SQUARE FEET BEING OUT OF LOT 29, SECTION 2 ALLISON-RICHEY GULF COAST HOME COMPANY SUBDIVISION (VOL. 2, PG. 98 B.C.P.R.) J.S. TALMAGE SURVEY, ABSTRACT 566 CITY OF PEARLAND, BRAZORIA COUNTY, TEXAS SHEET 2 OF 2 DATE: 06-29-2020 I SCALE 1" = 150' IJOB NO.: 11-421-163 DWG FILE 11-421-163-FM ESMT EXHIBIT B Construction Design Drawings 11 � � _ _ m� `~-~ ``�^ �4^ ----~`--- ---- --- ---' --- ---- --- -- --85—�----________________ -_-67---' --- — ---' --- GO- --- ---- --- ----_----~- -- -- - '--___ --- w�,u'-.�ov \ E :3-o761�ao \ �� ' � \ �\ s`` � / T��+�� � \� \ / !w '__~| � _ mu/u��o ur / / / PKG, 2 YARD PIPING \ \ ' / _ ooNOT DISTURB woBEYOND EASEMENT EDGE \ '... `` \\ / � O O1�� ' .,° � /\ WASTE WATER LIFT STAT|0N \ PROP. CONNECTION PxG2 LIFT STATION YARD PIPING CONTRACTOR TOINSTALL TEMPORARY BLIND FLANGE/CAP |p PKuFM|oNOT COMPLETE --'''-�'. ''� , } ` -.'' � MAINTENANCE BUILDING FF ELEV ~~ 70.15 � oeEa*eETIC' 11 u� D GE OF PA \\\ \\\ \\\\\\ \\\\ \~ \ \\\ \ \ -' pRoP �UTILITY EASEMENT \\\\ \ \ \ � / / / \ / � � \ s�mwsRICAwR.0.W ^/ ---'-- CANAL soosOFvv*TEn \ \ \ \ m \ \ / / \ \ \ \ \ \ \ * \ \ \ .L - \ \6+U� \ \ \ `- \ ` BEomTnEwoHLEao / _ � PROPOSED EoC.PLUG VALVE mBOX RE: DETAIL SHEET |o-1or Sms+20.62 mM=su.on FL~58.eO , 0/ _ E:31o00m71\ 45- --m1a7e1211Jo � Ex1nuo77.o1 /y.. / / / � / o cp \ \ \ .// BRIDGE WALL Eoasmp~ /132LF T14ENCHLESS 6 oNG / cc / STEEL ENCIASED / / ° / \ � / -- swDTmEwoHLEao�- � / � ' 31080740 \ \ _ � - | PRDPO� i — — \ PF39P 12 5° B_E_N 8TA70+,56.0 — N:13761172.59 : %7613.63 \ PRO?. 12" x 45° BEND \ \ STA: 0+53.0 N: 13761176.18 E: 3107628.19 \ . \ PROP . 12" FORCE MAIN PKG 2 YARD PIPING WASTE WATER STATION LIFT \I` / 63 68— \ 3ROP. " \ \ UTILITY�€ASEMEN-T-- — 1+00 5.00' PROP. CONNECTION PKG 2 LIFT STATION YARD PIPING CONTRACTOR TO INSTALL TEMPORARY BLIND FLANGE/CAP IF PK2 FM IS NOT COMPLETE \ 7 ,\o DO NOT DISTURB NG BEYOND EASEMENT EDGE \ ///// ///////////////////i//»/ // MAINTENANCE BUILDING FF ELEV = 70.15 / /7 �/////////////</////////////////Z / /6l—� ® DX 63- 68 69— —EX160`ROW— — — — —70— GULF COAST WATER AUTHORITY -----70— /,6`9- // DUMPSTER —1 i 66 n —67 - -68 69 PROP. 12" FORCE MAIN CENTERED ON 10' EASEMENT 3+ —70- —63 — 64 65' �66 —67 68- 69. / / / / / ELECTRICAL BUILDING // FF ELEV = 70.75 j 68'/ / / / / ////////////////////,/////////// // /////////// //� STA 3+68.2 PIPE DEFLECTION / 7 / DO NOT DISTURB NG BEYOND EASEMENT EDGE / 12" FM 0 0 0 0 0 0 0 0 0 O \0 0 OV- -- a: 0 a 1— z w 2 w w 1- J / r — 5+ / IC-1 GENERAL SHEET NOTES 1. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON THESE PLANS AND WHAT EXISTS IN THE FIELD, CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. 2. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR SHALL REPLACE ANY UTILITY MARKERS DISTURBED BY CONSTRUCTION. 4. CONTRACTOR TO CLEAN AND COAT THE WALLS AND FLOOR OF EXISTING MANHOLE PER SPECIFICATION 02542. 5. A DETECTABLE UNDERGROUND WARNING TAPE SHALL BE LAID IN THE SAME TRENCH AS THE FORCE MAIN PIPE AND BE PARALLEL TO THE FORCE MAIN FOR THE ENTIRE LENGTH OF THE FORCE MAIN. THE DETECTABLE UNDERGROUND WARNING TAPE SHALL HAVE THE LABEL "PRESSURIZED WASTEWATER" CONTINUOUSLY REPEATED EVERY 4 FEET IN 1.5 INCH TALL LETTERS. KEY MAP SEE SHEET MATCHLINE STA i +00 72 72 70 EX. NG AFORCE MAIN CL \ \ 70 / / — — — _ _ _ — — — — — / 7 7 \ / / - _ - - - _ _ - - - — — — - - - - - _ ` — J \ \ 68 \- 68 66 \ -------/ 66 64 64 62 62 60 ' Wi/ER PROP 450 LF 12" PVC FM 60 58 - - - - - - - - _ 58 56 FiL=5795 1PR0P.12x45°END PROP. CONNECTION TO VPI STA 3+68.2 FL = 57.23 A = 3° FL = 56.90 56 STA 0+56.0 FL = 57.95 12" FM FROM PACKAGE 2 RE: PKG 2 FORCE MAIN YARD 54 PIPING DRAWING CONTRACTOR TO PROVIDE A TEMPORARY BLIND FLANGE OR CAP IF FORCE MAIN PIPING PROP. 12" x 45° B ND STA 0+53.0 FL = 57.95 CONNECTION IS NOT COMPLETED 54 52 52 0 0 20 40 Feet HORIZONTAL 2 4 Feet VERTICAL ISSUED FOR BID 07/10/2020 JR YR 0 ISSUED FOR PERMITTING 04/20/2020 JR YR NO. DESCRIPTION DATE DWN CHK 5engineering 11200 WESTHEIMER ROAD, SUITE 353 HOUSTON, TEXAS 77042 (832) 800-3483 I www.5engineering.com TBPE FIRM NO. F-13748 000aob--Il Il •\PE �.. TeX9Sd • � � . 1 •, moo • • TRAVIS REESER 126466 � d p �'STERF. '& ' �FS�• G Il�IlS/ONAL Ea r\\.%.\\.%% 07/10/2020 Stantec Engineered by Stantec Consulting Services, Inc Texas Registered Engineering Firm F-6324 910 Louisiana Street, Suite 2600 Houston, Texas 77002 Tel: 713.548.5700 www.stantec.com CITY OF PEARLAND, TEXAS SURFACE WATER TREATMENT PLANT PROJECT PACKAGE 3 CIVIL FORCE MAIN PLAN AND PROFILE SEGMENT 1 STA 0+00 TO 5+00 DESIGNED: DRAWN: J. RAMIREZ J. RAMIREZ CHECKED: APPROVED: DATE: T. REESER Y. RIVERA 07/10/2020 VERIFY SCALE 0 1 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE. DRAWING NO. IC-111 0+00 1+00 2+00 3+00 4+00 5+00 PROJECT NO: 224701873 FILE NAME: IC-111.DWG SHEET 102 of 368_ DGE OF PA VEMENT \\\\\\\ \\\\\\ PROP. 10" )/, N I \ \ I\ CDs; �' UTILITY EASEMENT 1 \\ \\\ \ \ I I� I \ I c^o I I I co 6) 1 I / I \\\`\ I/I I I I /I I I I\\\ \ III I / I I I\\\ I EX. AIMERICAN R.O.W I I I I \ 1 \ 160' ESTIMATED I` \ \ 6-1 \ PROP. 12" x 45° VERTICAL BEND -STA: 5+24.6 N. 1,3761229.5Z E: 108083.21 I PROP. 12"%45° / VERTICAL BEN -STA: 5+31.33° N: 13761236.113 / E: 3108082.85 42a, / / Co 1 - AMERICAN CANAL I J / / EDGE OF WATER iI BEGIN TRENCHLESS STA 5+32 J PROPOSED ECC. PLUG VALVE & BOX RE: DETAIL SHEET IC-127 STA 5+20.62 RIM=69.00 FL=56.90 (1) 12" PLUG VALVE (12-PV-13201) PROP. 12" x 45° BE _ STA: 5+14.3 N: 13761219.28 E:31080.+�w.:- / PROP. 12" x 45° BEN STA: 5+04.2 N: 13761211.79 E: 3108077.01 �(7/ \ \\ \6+ rn ' � I BRIDGE WALL EDGE \ I \ \ I I \cp I I \ PRQQP. 12" x 45° 6,VEFk.TICAL BEND -STA:: 6+64.8 : 1301369.50 : 3 F 8075.31 / / (---;ROP. 12" x 45° ( .' VERTICAL BEND ,-STA: 6+74.2 N: 13761378.95 EX. ROB I1 I \ E:3108074458 \RE: DETAIL SHEET IC-127 �\ _ PROP. MH VENT STA 6+80, 3.89L 3 LF OF 3" IPS PVC 64 r-7-'+$0-65 ��- PROP 36" WATER MAIN (SEE SHEETS IC-037 TO IC-053) N o PROP. 12"x g°SEND STA: 6+98.2 op _. N: 13761401.84 (D , E: 31080 /6.43 PROP. 12" x 45° BEND STA: 6+94.0 N: 13761398.73 E: 3108073.66 J PROPOSED V/AR VALVE IN A SEALED, BOLTED & VENTED MH RE: DETAIL SHEET IC-127 STA 6+84.29 RIM=66.24 FL=59.10 (1) 2" COMBO V/AR VALVE (1) 12" ECC. PLUG VALVE (12-GV-13202) 66 67 68 r 7 L. 8+00 - / -N66 -- J/ EDGE OF PAVEMENT AIRLINEBRD COUNTY ROAD 48) 12" FM 0�\ (CD w 64 PROP. 12" FORCE MAIN 9+00 63-� s 64 J 60 SQFT OF CONCRETE SLOPE PAVING REPLACEMENT, MATCH EX. ELEV. CAUTION EXISTING STM FACILITIES IN THE ARE PROTECT IN PLACE l63 co 10- IC - SE MATC 70 EK. AMERICAN CANAL R.O.W 70 PROP. 12" PLUG VALVE & BOX 160' ESTIMATED (VALVE ID 12-PV-13201) STA FL = 5+20.6 56.90 68 �� / / \ \ / / ` PROPUSED CUMBO V/A VALVE 68 \ \ v / & PLUG STA: 6+84.3 RIM = VALVE 66.24 IN A SE LED, BOLTED & VENTED MH / / \ \ \ / / / - \ FL = 59.05' (1) 2" (1) 12" Pd- , E1-fnt3 COMBO V/AR ECCENTRIC - 5z VAL PLU 05' E VALVE (12-PV-13202) 66 V \ / / 66 \ \ \ / / / v/ / N -- v _ /-_ / / __ -- \, - -, - EX. NG § FORCE M AINCL -\ ---- / ----- \_,_ --- ----- •..„.. 64 V \ \ / / / _ - �v - -- - 62 \ \ \\ / / I 62 \ // S = 0.69% PROP 5C0 LF 12" PVC FM ty Lu A f)V 60 \ \ \ / / / PROP. 12" x 45° VERTICAL BEND-, - - - - - - S = -0,13% \ F 60 STA FL 6+74.2 = 58.99 - S=000% \ /( , , t� 58 FL = 56.90 I\-PROP. I 12" x 45° 1END 58 FL = 58.65/ FLA 59.052 PROP VERT 12" x 45° CAL BEND I PROP. 12" x 45° END STA 6+94.0 FL=59.05 STA 524.E FL=5 90 56 1 1 I I .5' MIN 56 CLEARANCE I I 54 STFA�+ 4 FAL5 F , c 0 PROPOSED 24" STEEL CASING, 0.250" THICK 54 UNDER APPROX. GCJVA 132' AMERICAN LF CANAL R.O.W. I / ROP. 12 Ra,'.BE ,," /'19 // 52 52 �- -, PROP. VERTICAL 12 x 45 " BEND / / // / / // // / // // /// / / ROP. 12' x 45° VERTICAL BEND STA 5+31.3 FL=52.18 1 TA 6+64.: L=520 LIMITS OF TRENCHLESS CONS -RUCTION _ 50 50 BEGIN STEEL CASING- STA 5+32 to 6+64 LEN STEEL ASING STA 5+32 STA 6+64 5+00 6+00 7+00 8+00 9+00 10+00 GENERAL SHEET NOTES 1. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON THESE PLANS AND WHAT EXISTS IN THE FIELD, CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. 2. DISTURBED DRIVEWAYS SHALL BE RESTORED TO ORIGINAL CONDITIONS, USE STEEL PLATES TO MAINTAIN ACCESS IF NECESSARY. 3. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. 4. FORCE MAIN TO BE SET 10' FROM THE BACK OF CURB, UNLESS OTHERWISE SHOWN. 5. CONTRACTOR SHALL REPLACE ANY UTILITY MARKERS DISTURBED BY CONSTRUCTION. 6. CONTRACTOR TO CLEAN AND COAT 1HE WALLS AND FLOOR OF EXISTING MANHOLE PER SPECIFICATION 02542. 7. A DETECTABLE UNDERGROUND WARNING TAPE SHALL BE LAID IN THE SAME TRENCH AS THE FORCE MAIN PIPE AND BE PARALLEL TO THE FORCE MAIN FOR THE ENTIRE LENGTH OF THE FORCE MAIN. THE DETECTABLE UNDERGROUND WARNING TAPE SHALL HAVE THE LABEL "PRESSURIZED �+WA��STE+WATER" CONTINUOUSLY STALQTERS. RY 4 FEET IN 1.5 INCH 0 7 20 40 Feet 0 HORIZONTAL 2 4 Feet VERTICAL v KEY MAP 0 NO. ISSUED FOR BID ISSUED FOR PERMITTING DESCRIPTION 5engineering 11200 WESTHEIMER ROAD, SUITE 353 HOUSTON, TEXAS 77042 (832) 800-3483 I www.5engineering.com TBPE FIRM NO. F-13748 07/10/2020 04/20/2020 DATE JR YR JR YR DWN CHK 000aopp11.Il Il E . . 7-4-A, 9S * • • 0 / •�* / •' * a TRAVIS REESER 4 d 126466 .4,a / e�/STERF. '& Il IlS/ONAt_ E? 07/10/2020 Stantec Engineered by Stantec Consulting Services, Inc Texas Registered Engineering Firm F-6324 910 Louisiana Street, Suite 2600 Houston, Texas 77002 Tel: 713.548.5700 www.stantec.com CITY OF PEARLAND, TEXAS SURFACE WATER TREATMENT PLANT PROJECT PACKAGE 3 CIVIL FORCE MAIN PLAN AND PROFILE SEGMENT 1 STA 5+00 TO 10+00 DESIGNED: DRAWN: J. RAMIREZ J. RAMIREZ CHECKED: APPROVED: DATE: T. REESER Y. RIVERA 07/10/2020 PROJECT NO: 224701873 FILE NAME: IC-112.DWG VERIFY SCALE 0 1 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE. DRAWING NO. IC-112 SHEET 103 of 368_ EXHIBIT C Metes and Bounds Description 12 EXHIBIT "C" 10' WIDE LICENSE STRIP METES AND BOUNDS DESCRIPTION 5,204 SQUARE FEET OUT OF LOT 29, SECTION 2 ALLISON-RICHEY GULF COAST HOME COMPANY SUBDIVISION J.S. TALMAGE SURVEY, ABSTRACT 566 BRAZORIA COUNTY, TEXAS All that certain 5,204 square feet out of Lot 29, Section 2, Allison -Richey Gulf Coast Home Company Subdivision, according to the plat thereof as filed in Volume 2, Page 98 Brazoria County Plat Records and being out of J.S. Talmage Survey, Abstract 566, Brazoria County, Texas and being out of that certain tract as described in a deed dated 12-12- 2003 from Highway 6/1532, L.C. to Gulf Coast Water Authority as filed in the Official Records of Real Property of Brazoria County at Clerk's File Number 04-004516 and being more particularly described by metes and bounds as follows (bearings based on Texas Coordinate System of 1983, South Central Zone); Commencing at Harris County Floodplain Reference Marker No. 010565 being a brass disc in concrete stamped "L 668 1942"; Thence N 67° 53' 24" E — 10,207.62' to a found 5/8" iron rod with cap (stamped C.L. DAVIS-RPLS 4464) marking the intersection of the north line of said Lot 3 and the east line of a 40' roadway (not open) as dedicated by said Allison -Richey Gulf Coast Home Company Subdivision plat; Thence N 86° 46' 14" E — 287.49' with the south line of that certain tract as described in a deed dated 09-16-1958 from K.E. Harkleroad, et ux. to Ned L. Beaman as filed in Volume 761, Page 153 Brazoria County Deed Records to a found 5/8" iron rod with cap (stamped C.L. DAVIS-RPLS 4464) marking a point on a curve to the left having a radius of 160.00' and a central angle of 54° 40' 48"; Thence the following (3) courses with the south line of said Gulf Coast Water Authority tract and the north line that certain tract as described in a deed dated 04-08-2008 from Haddock Construction a/k/a Haddock Construction Company to City of Pearland as filed in the Official Records of Real Property of Brazoria County at Clerk's File Number 2008-018541 and the north line of proposed Minor Plat of Pearland Surface Water Treatment Plant; Thence with said curve an arc distance of 152.70' and a chord bearing and distance of S 62° 30' 48" E — 146.97' to a found 5/8" iron rod with cap (stamped C.L. DAVIS-RPLS 4464) marking the point of tangency; Thence S 89° 51' 09" E — 172.78' to a found 5/8" iron rod with cap (stamped C.L. DAVIS-RPLS 4464) for corner; Thence N 86° 12' 44" E — 1,244.44' to the POINT OF BEGINNING of herein described tract; 1. Thence N 03° 47' 16" W — 10.00' to a point for corner; 2. Thence N 86° 12' 44" E — 64.90' to a point for corner; 3. Thence N 86° 31' 45" E — 333.29' to a point for corner; 4. Thence N 83° 30' 23" E—122.11' to a point for corner; 5. Thence S 03° 13' 46" E — 10.02' with the west right-of-way line County Road 48 (width varies) to a found 5/8" iron rod with cap (stamped C.L. DAVIS-RPLS 4464) for corner and marking the southeast corner of said Gulf Coast Water Authority tract and the northeast corner of said City of Pearland tract and the northeast corner of said Proposed Minor Plat; Thence the following (3) courses with the south line of said Gulf Coast Water Authority tract and north line of said City of Pearland tract and the north line of said proposed Minor Plat; 6. Thence S 83° 30' 23" W — 121.80' (deed — 120.00') to a found 5/8" iron rod with cap (stamped C.L. DAVIS- RPLS 4464) for corner; 7. Thence S 86° 31' 45" W — 333.53' (deed — 329.75') to a found 5/8" iron rod with cap (stamped C.L. DAVIS- RPLS 4464) for corner; 8. Thence S 86° 12' 44" W — 64.87' to the POINT OF BEGINNING and containing 5,204 square feet (0.1195 acre) of land more or less. This metes and bounds description is accompanied by a separate plat, drawing or exhibit per Texas Board of Professional Land Surveyor's "General Rules of Procedures and Practices" Section 663.19(9). 13 Compiled by: C.L. Davis & Company Firm No. 10082000 Job Number: 11-421-163-UE M&B.doc 06-29-2020 Revised 07-02-2020 14 From: Renee Dondonav To: Renee Kross Cc: Crustal Roan; David Davis Subject: RE: (EXTERNAL)RE: Crossing Agreement Date: Monday, March 8, 2021 9:59:57 AM Attachments: imaae004.ona image003.pnq GCWA and Pearland Crossing Agreement 16 inch Sanitary Sewer Force Pipeline.pdf Good morning. Attached is the executed crossing agreement. Due to the GCWA's error, the area reserved for notarizing the Grantee's signature was formatted incorrectly. Please keep City of Pearland Resolution No. 2021-3 attached as part of the permanent record in place of notarizing the Grantee's signature. The document GCWA received included 2 partial maps under Exhibit B. The partial maps remain, and the original full maps were reinserted behind them. Please call or email with any questions or concerns. Thank you, Revlee POVIGIOVIGN From: Renee Kross <rkross@pearlandtx.gov> Sent: Thursday, March 4, 2021 11:00 AM To: Renee Dondonay <Rdondonay@gcwater.org> Cc: Crystal Roan <croan@pearlandtx.gov> Subject: (EXTERNAL)RE: Crossing Agreement CAUTION: This email originated from outsii e'ce o A Network. Do not click links or open attachments, unless you recognize the sender and know the content is safe. Good morning Renee, Attached is the Crossing Agreement. Please let me know if I can be of further assistance. Thanks, Renee Kross Renee Kross Deputy City Secretary I City Secretary's Office City of Pearland 13519 Liberty Drive I Pearland, TX 77581 P: 281.652.1722 pearlandtx.gov Click Here for COVID-19 Updates I Click Here to Utilize Online Features Get Connected: How can we better serve you? Take our customer satisfaction survey. Service - The Pearland Way. From: Crystal Roan <croan@pearlandtx.gov> Sent: Thursday, March 4, 2021 10:44 AM To: Renee Kross <rkross@pearlandtx.gov> Subject: FW: Crossing Agreement Please send. Thank you. Crystal Roan, TRMC, CMC City Secretary I City Secretary's Office City of Pearland 13519 Liberty Drive I Pearland, TX 77581 P: 281.652.1655 I M: 713.775.4019 pearlandtx.gov Click here for COVID-19 Updates I Click Here to Utilize Online Features From: Renee Dondonay <RdondonayPgcwater.org> Sent: Thursday, March 4, 2021 9:52 AM To: Crystal Roan <croanPpearlandtx.gov> Subject: Crossing Agreement Get Connected: Crystal, Good morning. Could you please send me a copy of the Crossing Agreement which needs signature? Thank you, Revlee IPUVIGIUVIGH District Secretary Gulf Coast Water Authority 1 3630 FM 1765, Texas City, Texas 77591 0:409.797.4901 I C: 281.386.0298 The information contained in this transmission may contain privileged and confidential information. It is intended only for the use of the person(s) named above. If you are not the intended recipient, you are hereby notified that any review, dissemination, distribution, or duplication of this communication is strictly prohibited. Attention Public Officials - a Reply All" to this email may be a violation of the Texas Open Meetings Act. Please reply only to Sender.