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Resolution 2015-16 RESOLUTION NO. 2015-16(LR) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER OF THE CITY OF WYLIE, TEXAS, TO EXECUTE AN EASEMENT FOR RIGHT- OF-WAY FOR A WATER TRANSMISSION PIPELINE FOR THE NORTH TEXAS MUNICIPAL WATER DISTRICT. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: The City Manager of the City of WYLIE, Texas, is hereby authorized to execute, on behalf of the City Council of the City of WYLIE, Texas, the easement for right-of- way for a water transmission pipeline for the North Texas Municipal Water District, SECTION 2: This Resolution shall take effect immediately upon its passage. RESOLVED THIS THE 11th day of August, 2015. ERIC HOGUE, yo ATTEST TO: CAArOLE EH CH City Secretary � V�p,COLOR Spµ'A FE RgILWgY 018 S rare ofFTeTO xt. Resolution No.2015-16(R) Execute an easement for right-of-way for a water transmission pipeline for the North Texas Municipal Water District. EXHIBIT "A" Easement Resolution No.2015-16(R) Execute an easement for right-of-way for a water transmission pipeline for the North Texas Municipal Water District. NORTH TEXAS MUNICIPAL WATER DISTRICT Regional Sen ice77tmugh Uuin June 18,2015 Certified Mail/Return Receipt Requested No. 7014 2870 0002 3597 2469 and U.S.Mail City of Wylie C/O Mr.Chris Holstead 300 Country Club Road,Building 100 Wylie,Texas 75098 RE: Wylie-Rockwall-Farmersville 36/48-Inch Pipeline Improvements,Phase 1, Project No.337,Parcel Nos.02,05,&07 Dear Mr. Holstead: The North Texas Municipal Water District (NTMWD) is in the process of acquiring right-of-way necessary to complete needed improvements to the existing Wylie-Rockwall-Farmersville (WRF) 36/48- Inch pipeline. This pipeline provides service to the Wylie IA and East Fork Special Utility District (SUD) delivery points and to other delivery points in the East System. The project is proposed to be constructed in two phases and scheduled for overall completion between 2016 and 2017. In order for NTMWD to complete the project, three easements (3) will be needed across your property. The Easements consist of Parcel 02,being a 0.334 acre temporary construction casement and a 0.211 acre permanent easement, Parcel 05, being a 0.108 acre temporary construction easement and a 0.111 acre permanent easement and Parcel 07, being a 0.186 acre temporary construction easement and a 0.309 acre permanent easement. NTMWD offers to purchase the Easements for the total amount of $11,978.00. Enclosed is an Easement including the description and survey of the Easement area. Also enclosed, is a Landowner Bill of Rights and W-9. If you are willing to grant the Easement for this compensation,please complete the W-9 and return to this office along with the executed Easement. You will then be provided with a check for the Easements within 10 days of receipt of the W-9 and executed Easement. If the above offer is acceptable, please advise me at your earliest convenience,but no later than July 20,2015. Should you have any questions in regards to this offer or the Easement, please contact Douglas Lovem, NTMWD Land Agent,at 972-442-5405. Your assistance concerning this matter is greatly appreciated Sincerely, CESAR BAPTISTA Assistant Deputy Director Enclosures 505 E.Brown Street - P.O.Box 2408 - Wylie.Texas 75098-2408 - Telephone:(972)442-5405 - Fax:(972)295-6445 Owner: City of Wylie Parcel Nos.: 02,05, &07 EASEMENT FOR RIGHT-OF-WAY WATER TRANSMISSION PIPELINE NORTH TEXAS MUNICIPAL WATER DISTRICT WYLIE-ROCKWALL-FARMERSVILLE 36/48-INCH PIPELINE IMPROVEMENTS,PHASE 1 PROJECT NO.337 STATE OF TEXAS § KNOWN ALL MEN BY THESE PRESENTS: COUNTY OF COLLIN § THAT the undersigned, CITY OF WYLIE, (hereinafter called "Grantor") for and in consideration of the sum of TEN AND NO1100 DOLLARS ($10.00) cash in hand paid by the NORTH TEXAS MUNICIPAL WATER DISTRICT (hereinafter called "Grantee") the receipt of which is hereby acknowledged and confessed, has granted, sold and conveyed, and by these presents, does grant, sell and convey unto the Grantee a Permanent Easement and right-of- way, along with a Temporary Construction Easement, in and through those certain premises owned by Grantor to construct, operate, reconstruct, perpetually maintain and remove one pipeline, for the transportation of water, with all incidental equipment, and appurtenances under or through the following described lands situated in Collin County,Texas,to-wit: Parcel No. 02 Being a permanent waterline easement situated in the Francisco De La Pina Survey,Abstract No. 688, City of Wylie, Collin County, Texas and being a portion of Lot 2A, Block A of Oncor Lavon Switching Station Lot 2A and 2B Block A,an addition to the City of Wylie,Collin County,Texas as recorded in County Clerk's File No. 201207170001750 of the Plat Records of Collin County, Texas, said Block A being dedicated to the City of Wylie by the plat of Oncor Lavon Switching Station Block A, Lots 1 & 2 as recorded in County Clerk's File No. 20081114010003980 of said Plat Records of Collin County, Texas, said permanent waterline easement being more particularly described by metes and bounds as: Parcel No. 05 Being a permanent waterline easement situated in the Francisco De La Pina Survey,Abstract No. 688, City of Wylie, Collin County, Texas and being a portion of Lot 1, Block A of Eastridge Addition,an addition to the City of Wylie,Collin County,Texas as recorded in Cabinet F, Slide 715 of the Plat Records of Collin County,Texas,said Lot 1 being deeded to the City of Wylie as recorded in Volume 5944,Page 2461 of the Deed Records of Collin County,Texas,said permanent waterline easement being more particularly described by metes and bounds: Parcel No.07 Being a permanent waterline easement situated in the Francisco De La Pina Survey,Abstract No. 688,City of Wylie,Collin County,Texas and being a portion of Lot 11,Block A of Avalon Addition Phase I,an addition to the City of Wylie,Collin County,Texas as recorded in Cabinet P, Slide 688 of the Plat Records of Collin County, Texas, said Lot 11 being deeded to City of Wylie as recorded in Volume 5722, Page 4872 of the Official Public Records of Collin County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: SEE ATTACHED EXHIBIT"A"FOR DESCRIPTION The Grantee shall utilize the easement for underground pipelines and appurtenances, Wylie-Rockwall Farmersville 36/48-Inch Pipeline Improvements,Phase 4 Project No. 337 Page 1 of 4 Owner: City of Wylie Parcel Nos.: 02, 05,&07 including communication facilities,and above grade appurtenances consisting of air valves,blow off valves,pipeline markers and cathodic protection equipment(referred to herein collectively as "Grantees Pipeline" or the pipeline) as may be required for its operation of the pipeline. The blow off valves shall be located so as to discharge any water from the pipeline into natural drainage areas currently existing on the Property. The Temporary Construction Easement granted and described herein will terminate and cease upon completion of the construction and testing of the pipeline. Said Temporary Construction Easement is described in Exhibit"A". Grantee, and Grantee's successors and assigns, shall have the continued and unobstructed right of ingress and egress over the permanent easement granted for the installation, operation, inspection,and maintenance of Grantee's facilities. Grantee, and Grantee's successors and assigns, agrees to bury said pipeline to a depth of at least 48" from the top of the pipeline to existing ground surface. Grantee will, insofar as practicable, restore the ground disturbed by the laying, constructing, repairing, maintaining, replacing or removing of said pipeline, and will take such steps as may be reasonably required to prevent damage to the property of Grantor from soil erosion resulting from operations of Grantee hereunder. Grantee will separate the topsoil during construction by double-ditching and will restore said topsoil within the easement. Grantee shall leave the surface as nearly as reasonably possible as it was prior to the construction of the pipeline and will restore all improvements, including fences, driveways, bridges, drainage channels, and other improvements damaged through the use of said easement to substantially the same condition as they were prior to the construction of the pipeline. Grantee agrees to re-seed the easement areas after construction of said pipeline. Grantee has the right to trim or cut down or eliminate trees or shrubbery to the extent, in the reasonable judgment of Grantee, its successors and assigns, as may be necessary to prevent possible interference with the installation and operation of said pipeline and to remove possible hazards thereto,and the right to remove or prevent the construction of any and all improvements, buildings, reservoirs or other obstructions on said permanent easement, except as are specifically allowed under the terms hereof. Grantor shall not construct or permit to be constructed, any house,building, reservoir, or other prohibited improvement on or within the permanent easement or remove soil which would impair the lateral support for Grantee's pipeline or leave it with insufficient cover for the safe operation of said pipeline. However, Grantor retains the right, to cross the permanent easement area with fences, streets, roads, and utilities ("facilities") at angles not less than 45 degrees provided that said facilities do not endanger or interfere with Grantee's pipeline and provided that Grantee is provided with a copy of the construction plans and drawings not less than 30 days before the beginning of construction of said facilities. Grantor shall not grant any other easements within the permanent easement which would(1) endanger or interfere with the safe and efficient operation of Grantee's pipeline, or (2) cross Grantee's easement at less than a 45 degree angle. Grantee may not fence or enclose the easement but may install gates in any fence along or crossing the easement for access. If Grantee should abandon the rights granted herein for said pipeline and appurtenances constructed upon said land and, if such abandonment should continue for a continuous period of as long as thirty-six (36) months, all rights of Grantee herein shall terminate and revert to Grantor, their heirs,legal representatives,successors and assigns.Grantee shall have the right for Wylie-Rockwall-Farmersville 36148-Inch Pipeline Improvements,Phase 4 Project No. 337 Page 2 of 4 Owner: City of Wylie Parcel Nos.: 02,05, &07 one year following any termination of this easement to remove its pipe, valves and all other property. Following the expiration of such period, any such property remaining on said land shall be and become the property of Grantor. Grantee shall have the right to assign the easement in whole or in part to one or more assignees. Grantee, shall indemnify, defend, assume all liability for, and hold harmless the Grantor, its successors and assigns, from all actions, claims, suits, penalties, obligations, Iiabilities, and/or injuries and/or death to persons that may be caused by Grantee's activities pursuant to this Easement,or arising out of or in connection with such activities. Nothing in this indemnity provision shall be read to extend indemnification to Grantor for Grantor's own negligence,gross negligence,or intentional tortuous acts in the performance of this Easement. The above described easements and rights shall inure unto the said Grantee, and Grantee's successors and assigns, and the covenants and agreements contained herein shall constitute covenants running with the land, binding upon Grantor, its legal representatives, successors and assigns,for the benefit of Grantee, and Grantee's successors and assigns. By executing this Easement, the undersigned represents that they are duly authorized to execute this document; that Grantor is the owner of fee simple title to the property across which the easement is being granted; that the property is held by Grantor free and clear of any liens or encumbrances and that Grantor is the sole party entitled to receive the consideration being paid for the easement. TO HAVE AND TO HOLD unto the said NORTH TEXAS MUNICIPAL WATER DISTRICT, its successors and assigns, the above described easement and right-of-way, and I do hereby bind myself, any heirs, executors, and administrators to warrant and forever defend all and singular the said premises to the NORTH TEXAS MUNICIPAL WATER DISTRICT, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof herein. WITNESS OUR HANDS this day of , 2015. GRANTOR: CITY OF WYLIE Signature Printed Name Title Wylie-Rockwall-Farmersvflle 36/48-Inch Pipeline Improvements,Phase I,Project No. 337 Page 3 of 4 Owner: City of Wylie Parcel Nos.: 02, 05, & 07 ACKNOWLEDGMENT THE STATE OF TEXAS § COUNTY OF § Before me, the undersigned authority, on this day personally appeared in his/her capacity as _ for 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 12015. Notary Public in and for The State of Texas My commission expires: Wylie-Rockwall-Farmersville 36,48-Inch Pipeline Improvements,Phase I,Project No. 337 Page 4 of 4 EXHIBIT"A" NORTH TEXAS MUNICIPAL WATER DISTRICT WYLIE-ROCKWALL-FARMERSVILLE 36/48-INCH PIPELINE IMPROVEMENTS,PHASE 1 PROJECT NO.337 PARCEL NO.2 OWNER:CITY OF WYLIE PERMANENT WATERLINE EASEMENT FRANCISCO DE LA PINA SURVEY,ABSTRACT NO.688 COLLIN COUNTY,TEXAS Being a permanent waterline easement situated in the Francisco De La Pina Survey, Abstract No. 688, City of Wylie, Collin County,Texas and being a portion of Lot 2A, Block A of Oncor Lavon Switching Station Lot 2A and 2B Block A, an addition to the City of Wylie, Collin County, Texas as recorded in County Clerk's File No. 201207170001750 of the Plat Records of Collin County, Texas, said Block A being dedicated to the City of Wylie by the plat of Oncor Lavon Switching Station Block A, Lots 1 & 2 as recorded in County Clerk's File No. 20081114010003980 of said Plat Records of Collin County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod found for an angle point in the north line of said Lot 2A,said 1/2 inch iron rod being the southwest corner of Lot 1, Block A of said Oncor Lavon Switching Station Block A, Lots 1 & 2, from which a 112 inch iron rod with cap stamped `BH&C" found for the north corner of said Lot 2A bears North 38 degrees 21 minutes 44 seconds West,a distance of 899.99 feet, said 1/2 inch iron rod with cap stamped "BH&C" being the most westerly comer of said Lot 1; THENCE South 87 degrees 53 minutes 50 seconds East,with the north line of said Lot 2A and with the south line of said Lot 1, a distance of 731.50 feet to a point for the northeast comer of said Lot 2A, said point being the northwest corner of Lot 2B,Block A of said Oncor Lavon Switching Station Lot 2A and Lot 2B Block A; THENCE South 05 degrees 20 minutes 21 seconds West, with the east line of said Lot 2A and with the west line of said Lot 2B, a distance of 297.71 feet to the POINT OF BEGINNING of said permanent waterline easement,said point having a grid coordinate of N=7,058,651.84 and E-2,574,853.70; THENCE South 05 degrees 20 minutes 21 seconds West,with the east line of said Lot 2A and with the west line of said Lot 2B, a distance of 8.07 feet to a point for corner in the north line of an existing North Texas Municipal Water District easement as dedicated by said Oncor Lavon Switching Station Lot 2A and Lot 2B Block A; THENCE North 88 degrees 48 minutes 40 seconds West,with the north line of said existing North Texas Municipal Water District easement,a distance of 846.22 feet to a point for corner, THENCE North 44 degrees 00 minutes 40 seconds West, a distance of 47.70 feet to a point for corner; (Exhibit"A")Page I of 5 GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street,Suite 450,LB 5 Ulm Texas 75202 214.712-0600 FAX 214-712.0604 THENCE North 89 degrees 00 minutes 11 seconds West, a distance of 57.67 feet to a point for corner in the westerly line of said Lot 2A, said point being in the easterly line of a 23.125 acre tract of land (net acreage by deed) deeded to The Ladylike Shop, Inc. as recorded in Volume 1030, Page 416 of the Deed Records of Collin County, Texas, said point also being in the north right-of-way line of Brown Street(a variable width right-of-way); THENCE North 24 degrees 10 minutes 19 seconds West, with the westerly line of said Lot 2A and with the easterly line of said 23.125 acre tract of land, a distance of 22.10 feet to a point for corner; THENCE South 89 degrees 00 minutes 11 seconds East, a distance of 75.35 feet to a point for corner; THENCE South 44 degrees 00 minutes 40 seconds East, a distance of 64.69 feet to a point for corner; . THENCE South 88 degrees 48 minutes 39 seconds East, a distance of 826.53 feet to the POINT OF BEGINNING and containing 9,189 square feet or 0.211 acres of land,more or less. 15.0'TEMPORARY CONSTRUCTION EASEMENT The above described permanent waterline easement is also subject to a temporary construction easement being parallel and adjacent to said permanent waterline easement, located and shown on the accompanying survey plat, said 15.0' temporary construction easement contains 0.334 acres of land, more or less.The said 15.0'temporary construction easement shall expire as noted in the easement agreement. NOTE: All horizontal coordinates are based on the Texas State Plane Coordinate System, North American Datum of 1983, NA2011 (Epoch 2010.00),North Central Zone (4202) and adjusted to surface values using the Texas Department of Transportation Surface Adjustment Factor for Collin County(1.000 1527 10). Distances and areas shown are surface values. (Exhibit "A")Page 2 of 5 GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street,Suite 450,LB 5 Dallas,Texas 75202 214-712-0600 FAX 214-712-0604 *SURVEYOR'S CERTIFICATE TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY STATE THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT. Company Name: Gorrondona&Associates,Inc. By: go Surveyor's Name: Shaun Marvin Piepkorn OF T Registered Professional Land Surveyor ?�o�St;, f'p Texas No. 6432 z Texas Firm No. 10106900 SHAUN MAFMN PIEPKORN Date of Survey: March 06,2015 r 6432 (Exhibit "A") Page 3 of 5 SUR GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street,Suite 450,LB 5 Dsfias,Teras 75202 214-712-0600 FAX 214.7124604 --UNE TABLE I PLA T OF EXHIBIT "A " LINE BEARING DISTANCE L-2 N 44'00 40 47.70 L-3 N 89'00'11 57.67' REMAINDtR Of POUND 1/2"CR L-4 N N 10 19'W 22.10 69.982 ACRES (BY DEED) 'SH&C" A L-5 S'89-D01 1 E 75.35 'X- EL.EC.TRIC. COMPANY �� BLOC L-6 S 44'00 40 E 84.69 vOI t1ME 46-,9, PAGE '.533 LOT R 1.AVp ggpN L-8 N 24.10'19 16.57' D.R.C.C.T. y ppIC�NG STA' & 2 L-9 S'89-00 11 s8.st �� TCS LATS 1�og9ao L-Io s 4aoo'40sa.n �,. S OCS At 008, No- L-5 _ s P.0.C. L-3 SVRVE� FOUND 1/2-IR DEWL 'A' Q�Np (NOT TO SCALE) Ga 01y -IS..NO, roes S 87'53.50'E 731.50' �RANCIS�BS.�RpG CI{ A STATION H 3*1TCga BLOC% A COR al D LOT,2�p001760 �IqON LOT $A�.r. No.F.S. c.*• LOT 2A Q CITY OF WYLIE w AS DEDICATED BY THE PLAT OF Z THEE LADYLIKE SHOP. INC. NET ACRES (BY DEED) ONCOR LAVON SWITCHING STATION ADBLOCK A. LOTS 1 & 2 J VOLUME .R.C. PAGE 416 SEE DETAIL "A" C.C.F. NO. 20081114010003980 O.R.C.C.T. _ 15.0' TEMPORARY P.R.C.C.T. U� CONSTRUCTION EASEMENT Q (0.334 ACRES) lzt L-S--ems WATERIJNEMENT (0.211 ACRES) .x�`0 L-3 6' ------- - -5 8 4 39E-----821.44' ----- S 88'48'39"E 826.5 ITE-4-8 40 W 84722 BROWN S7'RIi'ET NOI1TII TEXAS MUNIcirAL WATER DISTRICT EASEMENT (A VARI{6LE WIDTH RIGHT-OF-WAY) C.C.F. N0. 201207170001750 0.211 ACRE P.R.C.CGT. TRACT Of LAND LEGEND 0 IRON ROD FOUND (AS NOTED) SUBJECT TRACT AND 0 CALCULATED POINT LOCATION OF EASEMENT ---- SURVEY UNE NDTES: EASEMENT uNE 100 50 0 100 (1)ALL HORIZONTAL COORDIMTES ARE WISED ON TRE TOM STATE PLANE PROPERTY LINE COOROMMIE SYSIEL,NORTH AHERICM DATUM OF 19113.1442011 (EPOCH PLAT RECORDS 2010.00).NORM CEMRAL ZONE(4202)AND ADJUSTED TO SUWACE VALUES P.R.C.C.T. COLLIN COUNTY TEXAS USING THE TEMS DEPARRYENT OF TPANSPORTATION SURfACE MNISIWJT FSHOWN ACFORvOlS � OO �H aAc s � . . . . .AND IN COLLi COM(AS SCALE IN FEET (2)THS SURVEY WAS PERFORMED WITHOUT THE IIENEFIT OF A TITLE OFFICIAL PUBLIC RECORDS REPORT. THERE MAY 9C EASEMENTS AND/DR CMNWFS AFFECTING O.P.R.C.C.T COZICOUNTY TEXAS THIS PROPERTY HOT SHOWN HEREON. V.��yy( � Y• �t (� NORTH TEXAS MUNICIPAL WATER DISTRICT �..P'_'y� j ._ r 505 E. BROWN ST. • P.O. BOX 2408 - WYLIE. TEXAS 75098 _ NORTH TEXAS MUNICIPAL IIATFR DISTRICT Al N MARv'N-PIE--- N -"MR-ROCKWALL-IPARMBRSYILLB 36/48-INCH PIPELINE' IIfPROYB'J/ZNTS, PHASa 1- -� 64 j a.^'i�- PROJECT NO.: 337 IPARCEL No.: 2 vt/�`.:55'+��r'A SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 688 LOCATION: COLLIN COUNTY TEXAS SUBJECT TRACT ACREAGE: 12.425 ACRES CALC PAGE 4 OF 5 SHA N MARVIN PILfPKORN JOB NO. K 1415.00 RAWN Bt': SMP CADD FILE: PARCEL 02.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: 03 06 2015 CHK. BY: CTA SCALE 1" t 00' NO. 8432 TEXAS FIRM 140. 10108900 GORRONDONA & ASSOCIATES. INC. - 1701 N. MARKET STREET. SUITE 450. LB 5 DN1AS, TEXAS 75202 • 214-712-0800 FAX 214-712-0804 LINE TABLE PLAT OF EXHIBIT "A " LINE BEARING DISTANCE L-1 S 05'20 21 8.07 L-7 I S 05'20 21 t 5.04' �c 1, 191,0(;]K A SVR�E�( 62,.44' N 1,0T N�SS� O�N o o� 1N688 J 0. SiocS A, Oe10 fT4o1oaa9 FRANCt Pja,510 1 _826.53 B Ko• c.c•r. ccF Pp ,, L 84 -1 6 22 S 87'53'50"E 731.50' DETAIL "B" (NOT TO SCALE) TXoN BLQCS A IND STA 50' ACCESS EASEMENT J S�'(;8 NL0C8 TO ONCOR ELECTRIC f J Q ONCog �'�n V o,ilo o1rao C.C.F. No2o,io7i°'000n5o 1 J )T C' P.R.C.C.T. wJ C C.M• N P.R•C I ,. Ld LOT 2A J NJ LOT 2B Z CITY OF WYLIE J io J -J AS DEDICATED BY THE PIAT OF J N NJ ONCOR LAVON SWITCHING STATION N = BLOCK A, LOTS 1 & 2 J ! C.C.F. NO. 20081114010003880 J NI P.R.C.C.T. J ELECTRICAL EASEMENT PERMANENTt J C.C.F. NO. 000175 WATERLINE EASEMENT 15.0' TEMPORARY 1 J 2012P R1C.C.T .0 (0.211 ACRES) CONSTRUCTION EASEMENT (0.334 ACRES) J J SEE DETAIL W •-- -_- -----5 8848_39f_821.44_ _._ ---------------}--�- � P.0.8. N88'48 40'GV 846.221Y� ... ....- �.. PERMANENT WATERLINE EASEMENT (GRID COORDINATE) BRODN STREET NORTH TEXAS MUNICIPAL N-7,058,851.84 WATER DISTRICT EASEMENT E�2,574,853.70 (A i'ARLIBLE IIDTH RJCB4�-OF-TAY) C.C.F. NO. 201207170001750 P.R.C.C.T. 0.211 ACRE TRACT OF LAND LEGEND IRON ROD FOUND AS NOTED) SUBJECT TRACT AND O CALCULATED PONT LOCATION OF EASEMENT --•— SURVEY LINE ---- EASEMENT LINE 100 50 0 100 (q ALL ttoRD:oNrAi coOROMATEs ARE BASEti ON THE TDfAS srAE PLATE PROPERTY UNE COORIWME SYSTEM.NORM AMERcm Dam OF ttls7.NA2013 (EPOCH PLAT RECORDS 20toDO),MGM CENTRAL ZONE(x202)AND ADAISIED TO SURFACE VALUES P.R.C.C.T. COWN COUNTY TEXAS VSIMO TME TEXAS OEPNt1MID(T OF AIgN SURFACE ADJUSIMENf FACTOR RNLNARRSA0VA510 'HUSCSMD AREAS D.RC.GT• DEED RECORDS SHOWN FEET. COtLIN COUNTY TEXAS SCALE IN FEET (2)THIS SURVEY WAS PERFORMED WffHOUT TME eENE11T CF A TITLE OF PUBLIC RECORDS REPORT. THERE MAY BE EASEMENTS AND/OR COVENANTS AFFECTRIO O.P.R.C.C.T COWN COUNTY TEXAS THIS PROPERTY NOT SHOWN HEREON. ' �,,•.. T1c,, ® NORTH TEXAS MUNICIPAL WATER DISTRICT xP: wSTe7-'--= 505 E. BROWN ST. • P.O. BOX 2408 • WYUE, TEXAS 75098 �� `� ' NORTH TEXAS XUNICIPAL DATER DISTRICT SHAUN MARVN PP1cOR6I 'WYLJB-ROCKWALL-FARYERSV=Z 36148-INCE PIPJrLINa' lJfPJt0VZ a'NTS. PHASE 1" y�"� °p 64 2 y .,a� PROJECT NO.: 337 PARCEL NO.: 2 Oji' -..Esa SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 688 LOCATION: COLLIN COUNTY. TEXAS SUBJECT TRACT ACREAGE: 12.425 ACRES CALC PAGE 5 OF 5 SHAUN MARVIN PI PKORN JOB NO. K 1415.00 DRAWN BY: SMP CADD FILE: PARCEL 02.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: 03/06/2015 1 CNK. BY: CTA SCALE: 11" - 100' NO. 8432 TEXAS FIRM NO. 10108900 OORRONDONA &ASSOCIATES, INC. 9 1701 N. MARKET STREET, SURE 450, LS 5 DALLAS, TEXAS 75202 • 214-712-0500 FAX 214-712-0804 EXHIBIT "A" NORTH TEXAS MUNICIPAL WATER DISTRICT NTMWD WYLIE 36"PIPELINE REHABILITATION PROJECT PARCEL NO,5 OWNER: CITY OF WYLIE PERMANENT WATERLINE EASEMENT FRANCISCO DE LA PINA SURVEY,ABSTRACT NO.688 COLLIN COUNTY,TEXAS Being a permanent waterline easement situated in the Francisco De La Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas and being a portion of Lot 1, Block A of Eastridge Addition, an addition to the City of Wylie, Collin County, Texas as recorded in Cabinet F, Slide 715 of the Plat Records of Collin County, Texas, said Lot 1 being deeded to the City of Wylie as recorded in Volume 5944, Page 2461 of the Deed Records of Collin County,Texas,said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod found for the southwest corner of said Lot 1, said 1/2 inch iron rod being the northwest corner of Lot 2 of said Block A,said 1/2 inch iron rod also being in the east right- of-way line of W.A. Allen Boulevard (a 65' right-of-way); THENCE North 02 degrees 50 minutes 01 seconds East, with the west line of said Lot 1 and with the east right-of-way line of said W.A. Allen Boulevard, a distance of 194.18 feet to the POINT OF BEGINNING of said permanent waterline easement,said point having a grid coordinate of N=7,058,503.76 and E--2,575,503.53; THENCE North 02 degrees 50 minutes 01 seconds East, with the west line of said Lot 1 and with the east right-of-way line of said W.A. Allen Boulevard, a distance of 10.00 feet to a point for the southwest comer of an existing 20' North Texas Municipal Water District easement as recorded in Volume 3128, Page 273 of said Deed Records of Collin County, Texas; THENCE South 88 degrees 52 minutes 43 seconds East, with the south line of said existing North Texas Municipal Water District Easement, a distance of 481.97 feet to a point for corner in the east line of said Lot 1, said point being in the west line of Lot 1, Block A of Oak Meadow, an addition to the City of Wylie, Collin County,Texas as recorded in Cabinet L,Slide 614 of said Plat Records of Collin County,Texas,from which a 1/2 inch iron rod found for the northeast comer of said Lot 1, Block A of Eastridge Addition bears North 02 degrees 55 minutes 41 seconds East, a distance of 20.01 feet, said 112 inch iron rod being the northwest corner of said Lot 1,Block A of Oak Meadow Addition; THENCE South 02 degrees 55 minutes 41 seconds West, with the east line of said Lot 1, Block A of Eastridge Addition and with the west line of said Lot 1, Block A of Oak Meadow Addition,a distance of 10.00 feet to a point for comer; THENCE North 88 degrees 52 minutes 43 seconds West, a distance of 481.95 feet to the POINT OF BEGINNING and containing 4,822 square feet or 0.111 acres of land, more or less. (Exhibit"A") Page I of 4 GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street,Suite 450,LB 5 Dallas,Texas 75202 214-712-0600 FAX 214-712-0604 15.0'TEMPORARY CONSTRUCTION EASEMENTS The above described permanent waterline easement is also subject to two temporary construction easement being parallel and adjacent to said permanent waterline easement, located and shown on the accompanying survey plat, said two 15.0' temporary construction easements contain 0.041 acres of land and 0.067 acres of land, for a total of 0.108 acres of land, more or less. The said two 15.0' temporary construction easements shall expire as noted in the easement agreement. NOTE:All horizontal coordinates are based on the Texas State Plane Coordinate System, North American Datum of 1983,NA2011 (Epoch 2010.00),North Central Zone(4202)and adjusted to surface values using the Texas Department of Transportation Surface Adjustment Factor for Collin County(1.000 1527 10). Distances and areas shown are surface values. * SURVEYOR'S CERTIFICATE TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, 1 DO HEREBY STATE THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT. Company Name:Gorrondona&Associates,Inc. A t Bye �.. Surveyor's Name:Shaun Marvin Piepkorn �P �G►4&RF +-ycn Registered Professional Land Surveyor Texas No.6432 %WN MAMN PIENORN Texas Firm No. 10106900 Date of Survey: March 06,2015 9�j,�°Ess►��1� (Exhibit "A") Page 2 of 4 S U R GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street,Suite 450,LB 5 Dallas.Texas 75202 214-712-0600 FAX 214712-0604 LINE TABLE I PLA T OF EXHIBIT "A " UNE I BEARING DISTANCE L-1 N 02'50 O1E 10.01 L-4 N 02'50 01"E 15.01 L-s S 01-0717 1s.00' BROWN STREET 20' NORTH H TRICT TEXAS EAPUNICIL WATE(A VARIABLE 71DTB R1CXT—OF—/AY) VOLUME 3128, PAGE 273 D.R.C.C.T. L-1 S 88'52'39"E 481.97' ........ .... .... N 88'S2'43"W .. ... ........ 481.95 S as s2'43-E i t sss' P.O.B. I PERMANENT J _ _ _ _ ___ L-5 PERMANENT WATERLINE EASEMENT — N s8'S2'43`w 120.00'' --�-� (GRID COORDINATE) WATERLINE EASEMENT N-7,056,503.76 15.0' TEMPORARY (0.111 ACRES) E-2,576,503.53 ( CONSTRUCTION EASEMENT (0.041 ACRES) LOT 1 + CITY OF WYLIE Q CA co VOLUME 5944, PAGE 2461 b D.R.C.C.T. Z I BLOCK AgITION = W I ST GO 1-15 U w 4 z I CAgINB Pit.C.C.T. 'CT Q W e 16' T.P.&L. EASEMENT CABINET F, SLIDE 715 Prob8 I P.R.C.C.T. SCO ��C� NO. FRPNG, RP f P.0.C. FOUND 1/T-R f 15' ALLEY I co- 2 o.t•1 ACRt TRACT OF LANDT//� _ LEGEND RON ROD FOUND (AS NOTED) SUBJECT TRACT AND O CALCULATED POINT LOCATION OF EASEMENT ---- SURVEY UNE NOTES. ---- EASEMENT UNE 50 25 0 50 (1)ALL HORIZONTAL COORDINATES ARE BASED ON THE TEXAS STATE PLANE PROPERTY LINE COORDINATE SYs1Fx NORTH AMERKAN GATUM OF 19m.NMII (EPoc" PLAT RECORDS 2010.00).NORTH COMM ZONE(4202)AND wMUSTeO TO SURFACE VALUES P.R.C.C.T. COLON COUNTY TEXAS USRW THE TTDm OFPARTIENT of TRANSPORfAT10N SURFACE ADNISTMEw FACTOR FOR COLUq COUNTY(1A007Ti2710).ALL dSTANCES AND AREAS DEE) RECORDS SHOWN HEI�aN ARE SURFACE VALUES AND IN U. S. SURVEY FEET, D.R.C.C.T. COLiJN COUNTY TEXAS SCALE IN FEET (2)THIS SURVEY WAS PERFORMED WRHOUT 7HE BENEFR OF A WILE OFFICIAL PUBLIC RECORDS REPORT. THERE MAY BE EASEMENTS AND/OR COVENANTS AFFECIMIO O.P.R.C.C.T COLON COUNTY TEXAS THIS PROPERTY NOT SHOWN HEREON. . ® NORTH TEXAS MUNICIPAL WATER DISTRICT •`. ` 505 E. BROWN ST. • P.O. BOX 2408 • WYLIE. TEXAS 75098 NORTH TEXAS MUNICIPAL HATER DISTRICT SHAua aARrla IzEPKORti -ffYMX—R0CZWALL—FARMERSVlLL8 38/48—INCA PIPSLJNB IMPROVaMRNTS. PHASE f" �r— PROJECT NO.: 337 IPARCEL No.: 5 y�� 5'�r► SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 688 J LOCATION: COLLIN COUNTYTEXAS SUBJECT TRACT ACREAGE: 2.558 ACRES CALC PAGE 3 OF 4 S UN MARVIN PIEPKORN JOB NO. K 1415.00 DRAWN BY: SMP CADO FILE: PARCEL 05.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: 03/06/2015 CHK. BY: CTA SCALE. 1' - 50' NO. 8432 TEXAS FIRM N0. 10108900 OORRRONDONA & ASSOCLATES, INC. • 1701 N. MARKET STREET, SURE 450, LB 5 DALLAS, TEXAS 75202 • 214-712-0800 FAX 214-712-0604 PLA T OF EXHIBIT "A 19 20' NORTH TEXAS MUNICIPAL WATER DISTRICT EASEMENT BROWN STRBET 20' NORTH TEXAS MUNICIPAL VOLUME 3128, PAGE 273 (A VAJUOLN WIDTH PJ68T-OF-IIAY) D.R.C.C.T. WATER DISTRICT EASEMENT VOLUME 3599. PAGE 355 FOUND 1/29R D.R.C.C.T. S 88'52'39"E 481.97' N 88'52'43"W 48j.95'::-.*-.--.-- _ _ ...._ S 88'52'43 7 193.4L-3 L 7� ..,�, ...r 4'-- _.--.__-.__,__ _-- __ L-6 i3OT 1 N 88'Sl'43'YV 79300' PERMANENT 15.0' TEMPORARY WATERLINE EASEMENT CONSTRUCTION EASEMENT w ' (0.111 ACRES) (0.067 ACRES) ,/ 111,00 0"` �j 5"'O� j4 as cg1NB P R.C•C•T' Li LOT 1 Z CITY OF WYUE J VOL. 5944, PG. 2461 LOT 2 = D.R.C.C.T. U Q HLpCB�DITION $CAB*Dp$C C S 716 LOT 3 SURN�� 0 OE �N°'PlIN 658 UNE TAKE FR�'NC15A 5'1R,C'% LINE H BEARING DISTANCE 20.01 L-3 S 02-55'417V- 10.01 L-6 S 075571 13.01 L-7 N 01'07 17 E 15.00 15' ALLCY LOT 4 O.tt* ACRE TRACE OF WID LEGEND • IRON ROD FOUND (AS NOTED) SUBJECT TRACT AND O CALCULATED POINT LOCAMON OF EASEMENT ---- SURVEY LINE -- EASEMENT UNE 50 25 0 50 (1)ALL MOROKIMAL 000RONAlE4 ARE BtiSED ON THE TEXAS STIOE R/VIE PROPERTY UNE CGORDMATE SYSTEM.MORIN AMERICAN DATUM OF IM W2011 (EPOCH P.R.C.C.T. PLAT RECORDS 2D10.00).NORTH CENTWiL 2TkE(42oQ)AHD ADJUSTm TD SIRtFAtX 1GY1R5 COU.IN COUNTY TEXAS USM THE TEXAS OEPARTIfN1 0►1RMKPCRTA710N fU1LFACE MJIATMENT F =(i,o�'�327S104 0 tlJS!Hcw AHED,NM D.R.C.C.T. �uN RECORDS TD(AS SCALE IN FEET (2)THIS SURVEY WAS PERFORMED WITHOUT THE BEREM OF A TITLE OFFICIAL PUBLIC RECORDS REPORT. THERE WY BE EASEYI?115 AND/OR C0VENAN7S AFiEMM O.P.R.C.C.T THIS PROPERTY NOT SNOWY HEREON COLON COUNTY TEXAS OF ® NORTH TEXAS MUNICIPAL WATER DISTRICT 'S 505 E. BROWN ST. • P.O. BOX 2408 • WYUE, TEXAS 75098 NORTH TEXAS MUNICIPAL PATBR BISTRICT SAN MARv'N P[L PKpRV " !'LIF-ROCdIIaLL-FARYFRSYILLa 88148-INCH PINUINZ lAPROYaYSNTS, PHASE /" x 'tigp� 6432 V� `Q- PROJECT NO.: 337 IPARCEL No.: 5 SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 688 �; - LOCATION: COWN COUNTY TEXAS SUBJECT TRACT ACREAGE: 2.558 ACRES TC—ALC) PAGE 4 OF 4 SHAUN PKORN JOB NO. K 1415.00 DRAWN BY. SMP I CADD Fig: PARCEL OS.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: 03/06/2015 CNK. BY: CTA I SCALE: 1" - 50' NO. 6432 TEXAS nRM NO. 10106900 & ASSOCIATES. INC. • 1701 N. MARKET STREET, SUITE 450. L8 5 DAUAS, TEXAS 75202 • 214-712-0600 FAX 214-712-0604 EXHIBIT "A" NORTH TEXAS MUNICIPAL WATER DISTRICT WYLIE-ROCKWALL-FARMERSVILLE 36/48-INCH PIPELINE IMPROVEMENTS, PHASE 1 PROJECT NO.337 PARCEL NO. 7 OWNER: CITY OF WYLIE PERMANENT WATERLINE EASEMENT FRANCISCO DE LA PINA SURVEY,ABSTRACT NO.688 COLLIN COUNTY,TEXAS Being a permanent waterline easement situated in the Francisco De La Pina Survey, Abstract No. 688, City of Wylie, Collin County,Texas and being a portion of Lot 11, Block A of Avalon Addition Phase 1, an addition to the City of Wylie, Collin County, Texas as recorded in Cabinet P, Slide 688 of the Plat Records of Collin County,Texas,said Lot 1 I being deeded to City of Wylie as recorded in Volume 5722, Page 4872 of the Official Public Records of Collin County, Texas, said permanent waterline easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod found for the southeast corner of said Lot 11, said 1/2 inch iron rod being the northeast corner of said Lot 1, Block A, said 1/2 inch iron rod being in the west line of Lot 1, Block X of said Avalon Addition Phase 1, said 1/2 inch iron rod also being the beginning of a curve to the right having a radius of 302.50 feet, a central angle of 00 degrees 08 minutes 52 seconds, and whose chord bears North 10 degrees 32 minutes 27 seconds East,a distance of 0.78 feet;THENCE with the east line of said Lot 11, with the west line of said Lot 1, Block X, and with said curve to the right, an arc length of 0.78 feet to a point for the beginning of a reverse curve to the left having a radius of 257.50 feet, a central angle of 11 degrees 22 minutes 30 seconds,and whose chord bears North 04 degrees 55 minutes 38 seconds East,a distance of 51.04 feet;THENCE with the east line of said Lot 11,with the west line of said Lot 1, Block X, and with said reverse curve to the left, an arc length of 51.12 feet to a point for corner; THENCE North 00 degrees 45 minutes 37 seconds West, with the east line of said Lot 1 I and with the west line of said Lot 1,Block X,a distance of 86.35 feet to a point for the beginning of a curve to the right having a radius of 884.89 feet, a central angle of 07 degrees 04 minutes 15 seconds, and whose chord bears North 02 degrees 46 minutes 30 seconds East, a distance of 109.13 feet; THENCE with the east line of said Lot 11,with the west line of said Lot 1, Block X, and with said curve to the right, an are length of 109.20 feet to a point for the beginning of a reverse curve to the left having a radius of 838.45 feet, a central angle of 05 degrees 1 I minutes 08 seconds, and whose chord bears North 03 degrees 43 minutes 04 seconds East, a distance of 75.86 feet; THENCE with the east line of said Lot 11, with the west line of said Lot 1, Block X,and with said reverse curve to the left, an arc length of 75.88 feet to the POINT OF BEGINNING of the herein described permanent waterline easement, said point having a grid coordinate of N-7,058,403.00 and E=2,578,382.57; THENCE North 88 degrees 47 minutes 34 seconds West, a distance of 5.78 feet to a point for corner; THENCE North 79 degrees 11 minutes 34 seconds West, a distance of 29.98 feet to a point for corner; (Exhibit"A")Page 1 of 6 GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street,Suite 450,LB 5 Dallas,Texas 75202 214-712-0600 FAX 214-712-0604 THENCE North 88 degrees 47 minutes 34 seconds West, a distance of 219.44 feet to a point for comer, THENCE North 43 degrees 47 minutes 34 seconds West, a distance of 50.91 feet to a point for corner, THENCE North 88 degrees 47 minutes 34 seconds West, a distance of 54.60 feet to a point for comer; THENCE South 46 degrees 12 minutes 26 seconds West, a distance of 50.91 feet to a point for comer; THENCE North 88 degrees 47 minutes 34 seconds West, a distance of 300.83 feet to a point for comer in the west line of said Lot 11, said point being in the east right-of-way line of Springdale Way(a variable width right-of-way),from which a 518 inch iron rod found for the southwest comer of said Lot 11 bears South 00 degrees 08 minutes 54 seconds West, a distance of 150.02 feet, said 5/8 inch iron rod being the northwest corner of Lot 10 of said Block A, said 5/8 inch iron rod also being in the east right-of-way line of said Springdale Way; THENCE North 00 degrees 08 minutes 54 seconds East,with the west line of said Lot 1 l and with the east right-of-way line of said Springdale Way, a distance of 20.00 feet to a point for the southwest corner of an existing 25' Water Easement as recorded in Cabinet P, Slide 688 of said Plat Records of Collin County,Texas; THENCE South 88 degrees 47 minutes 34 seconds East, with the south line of said existing 25' Water Easement,a distance of 292.92 feet to a point for corner; THENCE North 46 degrees 12 minutes 26 seconds East, a distance of 35.36 feet to a point for corner in the north line of said existing 25' Water Easement, said point being in the south line of an existing 20' North Texas Municipal Water District Easement as recorded in Volume 3257,Page 417 of the Deed Records of Collin County,Texas; THENCE South 88 degrees 47 minutes 34 seconds East, with the north line of said existing 25' Water easement and with the south line of said existing 20' North Texas Municipal Water District Easement,a distance of 93.17 feet to a point for comer; THENCE South 43 degrees 47 minutes 34 seconds East, a distance of 35.36 feet to a point for corner in the south line of said existing 25' Water Easement; THENCE South 88 degrees 47 minutes 34 seconds East, with the south line of said existing 25' Water Easement, a distance of 246.40 feet to a point for the southeast corner of said existing 25' Water Easement, said point being in the east line of said Lot 11, said point being in the west line of said Lot 1, Block X; (Exhibit "A")Page 2 of 6 GORRONDONA do ASSOCIATES,INC. 1701 N.Motet Street,Suite 450,LB 5 Dallas.Texas 75202 214-712-0600 FAX 214-712.0604 THENCE South 00 degrees 57 minutes 33 seconds West, with the east line of said Lot 11 and with the west line of said Lot 1, Block X, a distance of 22.57 feet to a point for the beginning of a curve to the right having a radius of 838.45 feet, a central angle of 00 degrees 09 minutes 57 seconds, and whose chord bears South 01 degrees 02 minutes 31 seconds West, a distance of 2.43 feet; THENCE with the east line of said Lot 11,with the west line of said Lot 1, Block X,and with said curve to the right, an arc length of 2.43 feet to the POINT OF BEGINNING and containing 13,442 square feet or 0.309 acres of land,more or less. TWO 15.0'TEMPORARY CONSTRUCTION EASEMENTS The above described permanent waterline easement is also subject to two 15.0' temporary construction easements being parallel and adjacent to said permanent waterline easement, located and shown on the accompanying survey plat, said two 15.0' temporary construction easements contain 0.085 acres of land and 0.101 acres of land, for a total of 0.186 acres of land, more or less. The said two 15.0' temporary construction easements shall expire as noted in the easement agreement. NOTE:All horizontal coordinates are based on the Texas State Plane Coordinate System, North American Datum of 1983,NA2011 (Epoch 2010.00),North Central Zone (4202) and adjusted to surface values using the Texas Department of Transportation Surface Adjustment Factor for Collin County(1.000152710). Distances and areas shown are surface values. * SURVEYOR'S CERTIFICATE * TO ALL PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY STATE THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT. Company Name:Gorrondona&Associates,Inc. By: A"1 Surveyor's Name: Shaun Marvin Piepkorn rA,�,'14 ,O 1�, Registered Professional Land Surveyor G%STtR\\Texas No. 6432 °°•J' Texas Firm No. 10106900 SHAUN MARVIN PIEPKORN Date of Survey: April 1,2015 \W��°,p 6432 Pf.� �iJ�O'�fSS�, '-l0 (Exhibit "A"}Page 3 of 6 S UR`l� GORRONDONA&ASSOCIATES,INC. 1701 N.Market Street.Suite 450,LB 5 Dallas,Texas 75202 214-712-0600 FAX 214-712-0604 LINE FLAT OF EXHIBIT "A " Em G DISTANCE 7 86.35 CURVE T CURVE RADIUS DELTA ANCLE CHORD BEARING CHORD LENGTH ARC LENGTH C-1 302.50 0008 52 RTN 10-.32-27-E 0.78 0.78 C-2 257.50 11-22-30- LT N "55-38-E 51.04 51.12 MATCH LINE "A" LOT 11 too- rs CITY OF WYLIE VOR 6 4£4POWER 4 Nj CHT VOLUME 5722, PAGE 4872 D.R.cPAC, VT O.P.R.C.C.T. V � � Btg A I) aON DETAAL'A- N � j �� OA � S ?°B P.0.C. c CA P.X - FOUND 1/2�1R �R O I LOT 4 LOT 3 LOT 2 ti LOT 1 j C_,1 E. P.O.C. SURv�`� o CO p6 No. OETAL 'A* svocl LOT 1. K X AVALON ADD/TON PNASB! ( SCALE)MDT TO CARINST P, SLIDB 688 P.R.C.C.T. ,!!7 0.308 ACRE TRACT of LAND - LEGEND 0 IRON ROD FOUND (AS NOTED) SUBJECT TRACT AND O CALCULATED POINT LOCATION OF EASEMENT ---- SURVEY LINE NOTES: ---- EASEMENT UNE 60 30 0 fio (1)ALL NIOItl20NM COORDINATES ARE 000 ON THE TEXAS STATE PUNS PROPERTY UNE COORDINATE SSSTEN,AORTIA AMUMAH DATUM OF 1913,MMI J (EPOCH PLAT RECORDS 2010.00).MORIN CENNRIL ZONE(4202 AND ADAlSiED 10 SURFACE VILIIES P.R.C.C.T. PLATCOLLCOUNTY TEXAS USMM:TfE TEXAS OEPAR71EN7FACM ((1tOF ).A710H SURFACE AMKWj1Dif WMRI H�EREa+�AARE SURFACE VA 16°,4,D fl°�uT ,mu.. D.R.C.C.T.As AREGEED RECOR0.S SCALE IN FEET (2)TNS SURVEY WAS PERFORMED WITN0ITT THE BENEFIT OF A TITLE COLLIN COUNTY TEXAS REPORT. THERE MAY BE EASEMENTS AND/OR COVpN M AFFECTINGO.P.R.C.C.T OFFICIAL PUBLIC RECORDS ERLY THIS PROPNOT SHDWN NONM. COLLUM COUNTY TEXAS NORTH TEXAS MUNICIPAL WATER DISTRICT 4'= jtR 505 E. BROWN ST. • P.O. BOX 2408 • WYLIE. TEXAS 75098 NORTE TMS MUNICIPAL HATER DISTRICT `HAIiN MAf2V1'!J PtTPxoRh 'IIYlId—ROCBAALL—FARYdBSYlLLd 36/4.18—INCE PIPdIJNd lAfPROYdYdNTS, PRASd1" -o 6432 P,>Q' PROJECT NO.: 337 PARCEL No.: 7 SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 6W_ �} LOCATION: CO LIN COUNTY, TEXAS SUBJECT TRACT ACREAGE: 4.658 ACRES CALC KO PAGE 4 OF 6 SHAUN MARVIN PIE JOB NO. KHA-1415.00 DRAWN BY: SMP CADD FILE: PARCEL 07.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: 04/01/2015 CHK. BY: CTA SCALE: 1" - 60' NO. 6432 TEXAS FIRM NO. 10106900 OORRONDONA 8:ASSOCIATES, INC. • 1701 N. MARKET STREET, SUITE 430, LB 5 DALIM, TEXAS 75202 " 214-712-0600 FAX 214-712-0604 PLA T 4F EXHIBIT "A 19UNE TAS 20' NORTH TEXAS MONK;PAL UNE BEARING DISTANCE *ATER DISTRICT EASEMENTL-1 I N 00'45'37 86.35' VOLUME 3257, PAGE 417 BROWN STREET 25' WATER EASEMENT L-2 N 88'47 34 5.78 O.R.C.C.T. (A VARLABLE WIDTH RICHT-Or MAY) INET P, SLIDE 688 L-3 IN 79'11'34W' 29.98' — _— — _ — — _ — _ — — ` P.R.C.C.T. L-4 N 43'47'34 50.91 — — L-5 N 88'47 34 54.60 L-9 S 88'47'34E 93.17' L-9 _ _ L-10 S 43'47 34 35.36 \ ' , L-11 S 00'57 33 22.57 �L-rJ "'`''' 1 L-12 N 88'47 34 6.93 t7 _ S 88'47'34"E 246.40 L-13 N 79'11'34 29.98 � - - fid_ `. '* —. — N 43 47 34 21.21 >t SEE III . _.• s r—,N ,.47.34W j-19-447 '�' 3 -' �.�--DETAIL W N 88'47'34" W- 203.18' -- -� - P.O.B. W PERMANENT PERMANENTZ WATERLINE EASEMENT 15.0' TEMPORARY CONSTRUCTION EASEMENT WATERLINE EASEMENT J (O'er ACRES) (0.085 ACRES) v (GRID COORDINATE) , 5W E-2.578,382.57 UCT HL �pITON LUt - LOT 11LfltCm Q Avoo�g8 I sea D•R �T4Gf MS CIN OF WYLIE W R PP.C.t VOLUME 5722, PAGE 4872 T _ CABI F_ �' O.P.R.C.C.T. OF FRANCS HCO es PACLA T/Yo URVfy _ 6$& n k too 1 32 C-5 a v co"�'P";r OWCR g P.O.B. LUMP E- LICE/ �. 644-P eM fJV, T 325 j j 3 A__ L-12 :� �AV,,L,.L.OrA,;',J.,iB,.L,.WKP.XAS.IIo.." ACBE P, SLIDE 688TRACT OF LAND .C.C.T. DETAIL "B' (NOT TO SCALE) SUBJECT TRACT AND LOCATION OF EASEMENT MATCH LINE "A" LEGEND wTE,- 0 IRON ROD FOUND (AS NOTED) (1)ALL NORZONTAL COORD vm ARE SNSEO ON THE TEXAS STATE PLUS COOM MTE SYSTEM. 0 CALCULATED POINT NORTH A WWAH OAT191 OF 1983, NA701 t --- SURVEY UNE (EPOCH 2910.09). NORTH CENTRAL ZONE (4702) AM ADJUSTED 10 SURFACE VALUES --�— EASEMENT UNE USING THE TEXAS DEPARTMENT OF PROPERTY UNE FOR SURFACE AMRSI►EM FACTOR FOR COL N COUNTY (T.000152710). ALL P.R.C.C.T. PLAT RECORDS DISU ES AM AREAS SHOWNHMON ARE COLLIN COUNTY TEXAS SURFACE VALUES AND N U. S. SURVEY DEED _ FEET. THIs SURVEY WAS PERFORMED WITHOUT THE D.R.C.C.T. COLON RECORDS TEXAS (2)BENEFIT OF A TIRE REPORT. THEM MAY OFFICIAL PUBLIC RECORDS BE EASEMENTS ANO/OR COVENANTS 60 30 0 60 O.P.R.GC.T COLLIN COUNTY TEXAS AFFECTNG THIS PROP�R11' NDT SHOWN HEREON. CURVE TABLE CURVE RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH SCALE IN FEET C-3 884.89 07'04 15 RT N 02'46 30 109.13 109.20 C-4 838.45 05'11 OS L7 I N 03'43'04'E 75.86 75.88 C-5 838.45 00'09'57 RT I S 01-02'31-W 2.43 2.43 r �..t-.......... '�.. ® NORTH TEXAS MUNICIPAL WATER DISTRICT �Q'. ;�'ryT � t 505 E. BROWN ST. • P.O. BOX 2408 9 WYLIE, TEXAS 75098 _ �HZ MARJ>N PIEPKOPN NORTH TEXAS MUNICIPAL HATER DISTRICT - -•.••W- "WYlJR-ROCXWALL-PARIfSRSVILLR 36/48-JNCH PIPabJNB lAfPBOVZ'YBNTS, PHASE t' �•�p 64 32 PROJECT NO.: 337 IPARCEL No.: 7 SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 68 LOCATION: COLLIN COUNTY TEXAS SUBJECT TRACT ACREAGE; 4.658 ACRES (CALC) 1PAGE 5 OF 6 SHAUN MARVIN ORN JOB NO. KHA-1415.00 DRAWN BY: SMP CADD FILE: PARCEL 07.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: 04/01/2015 1 CHK. BY: CTA SCALE: 1" - 60' NO. 6432 TEXAS FIRM NO. 10106900 GORRONDONA a AS50CIATES, INC. • 1701 N. MARKET STREET, SUITE 450, LB 5 DALLAS, TEXAS 75202 • 214-712-0600 FAX 214-712-0604 " 24' NORTH TEXAS NUNt01PAL PLAT OF EXHIBIT "A WATER DISTRICT EASEMENT VOLUNAE 3257, PACE 417 BROWN STREET 25' WATER EASEMENT D.R C.C.T. (A VARIABIJ WIMN RICHT-OF-WAY) ` CABINET P. SLIDE 688 -- �- 1 — — — — — — — — — — — _. — — — —__.. —'` P.R.C.C.T L-9 «.T. S 8647'34"E 292.92' �/ 'L-5 -- — ....... 79 -� Uro N 8W4734W—300.83' - - ^c-� -- _ N 88'47'34` W-285.5$' -----_--- -- .g`�� PERMANENT 15.0' TEMPORARY 'ISO' l < WATERLINE EASEMENT - R �. CONSTRUCTION EASEMENT C PO " ! C (0.309 ACRES __ (0.101 ACRES) U�6 4 FAS, f�L, m ,o `� -.._ 1 � �.. ` •�.. �T'�f 325 W _ a1,pCB ITO14 `� - Z N Abp 1 J v 4 a AVALpOASB u8 666 _�` CASTNa P R:c T LOT 11 gCITY OF WYLlE Q VOLUME 5722, PAGE 4872 O.P.R.C.C.T. 00, I tF�s CARP Pow£ ` _ SCUMf 644FAS"kUo Frr C C TAG f 3�5 FOUND 5/8-A FRgN jS o i.OT !4 $TRIC NO.'688 VRyEY 0.309 ACRE TRACT OF aA ND L0? 6 SUBJECT TRACT AND LOCATION OF EASEMENT LOT UNE TABLE LINE BEARING DISTANCE 7-5 N 88'4734 54.60 L-6 S 46'12 26 50.91 77 N oa0654 20.0o LEGEND L-8 N 461 26 35.36' NOTED L-9 S 88'47 34 E 93.17 0 IRON ROD FOUND (AS O CALCULATED POINT L-15 S 46'12 26 21.21 ILL=16 N QOOS 54 15.00 ---- SURVEY LINE NOTES: ---- EASEMENT LINE (1)ALL"WOONTAL COW40,TEs AM ern ON THE TVA,s STATE KANE PROPERTY LINE 60 30 0 60 COORDWATE SYSTEM,NORTH AIl7tlGW a7uu OF 1963,WWII (EPOCH PLAT RECORDS 201moo),Nwm CENIRAL ZONE(a2o2 AND ADJUSTED TO SURFACE VALUES P.R.C.C.T. COLLW COUNTY TEXAS r--� USNO THE To"DEPARTMENT OF SURFACE ADJUSTMENT FACTOR FOR cnLUN COUNn(t.000132710).M1 pSTANCES MID AREAS D.R.C.C.T. DEED RECORDS SCALE IN FEET SHOWN IiEREON ARE SURFACE WILLES ANp w U. S SURVEY FEET. COLLIN COUNTY TEXAS (2)THIS SURVEY wAs PERFORMED WvHm THE BENEFIT OF A TRLE REPORT. THERE MAY BE EASEMENTS AND/OR COVENANTS AFFECTING O.P.R.C.C.T OI THIS PROPERTY NOT SHOWN HEREON. OFFFFlRI COUNTY TEXASCIAL PUBLIC RECORDS NORTH TEXAS MUNICIPAL WATER DISTRICT �:� °°' TF . ! F . 505 E. BROWN ST. o P.O. BOX 2408 e WYUE, TEXAS 75098 _ +»' NORTH TMS MUNICIPAL IIATNR DISTRICT SHAUN 4ARVIN ThEPKOR•t "rmz-ROCII'IALL-FARJGBRSYILLB 38/48-AVCS PIP$LAVir AIfPROYdMJ!'NTS, PBASIZ f" r- ''= 6432 PROJECT NO.: 337 7PARCEL No.: 7 � •.,.�S�,;.:•,-t SURVEY: FRANCISCO DE LA PINA SURVEY ABSTRACT No. 688 �- LOCATION: COLLIN COUNTY. TEXAS SUBJECT CT ACREAGE: 4.658 ACRESCALC PAGE 6 OF 6 SHAUN N PTEPKORN JOB NO. K 1415.00 DRAWN BY: SM I CARD FILE. PARCEL 07.OWGREGISTERED PROFESSIONAL LAND SURVEYOR DATE: 04/01/2015 CHK. BY: CTA SCALE: 1" - 60' N0. 8432 TEXAS FIRM NO. 10106900 GORRONDONA A ASSOCIATES, INC. • 1701 N. MARKET STREET, SURE 450, LB 5 DALLAS, TEXAS 75202 9 214-712-0600 FAX 214-712-0604 NOTES: COORDINATE TABLE 1. MY ODdcT TO DE AE-D SNALL DECONE THE PROPERTY Of THE COMTNACTOR AND SHALL RE ® N:70N745 STA 33+72.15 t DISPOSED Of PROPEIILT. En742f7.w P.I. M 4300•LT O 2 PMEJIIE dNE119g15 SHOWN!ARE TOTHE CENTER OF THE PIPE. N:70!4103.14 STA 36++30,16 1 DURING SLOMORESTORING IP LNEMA TO BETTER 1H N ON EQUAL T DAMAGES INPCONDITION K!MALL O TO THE lE 3� E:7.7/2344/ PJ. ��STOR4D WP RM/0 BETTER TNM 011 EQUAL t0 CASIRIO CONd110N AT NO COST ro,HE dr r N.ar RT ' S2 V bRE 41111 ID' H:70%704.17 STA JNy.00 ^ 1! \ \ IA.Sim CAlINO PIPE RE:V r 3 a 3 1 PROLDE B3PA35 PLYP M AS=;NO Y DITI AL,PAMTMY SERER REPLA DED V. ® E:23712M.74 NSTAl1 Ar<APNAr Jnv.Ac T7. Pry y An! 1 q(:]P[C.33 OJ 10,20 A M REPAIR IS W TFT,Im:NO ADDITIONAL,PAILFJIE ON 4E PRONGED I (1)30'NMMAY AND VAULT �' \ :t7.RN nao0nNA WEM FOOL OF R ALOE 15 ES-TA n ET, "IFAS$T. COS SHALL 4F.NER LINE I0 RCIP, IMI RE:3/47 TO TNL'Rp10VE AND NEPLACE n'SNRTMY EERFR'OD TEM. EIOSINO 15•SERER WE IS RW. `^F tPSOP�ED I$PROPOSED LINE PVC ALL .2.ElEl001E TM D3034. C�VIACTOR IA EMDEDILL C0NNECT0EIGPING E PER ® N:70!4763.00 DTA 3&+3600 PR01'OBkD /OH:E 3/1) [2671204.74 W1.STEEL PpE 4WW }f PI.VL[RIICC 1'4MO[ RE:1/DS TESPOIIMY EASODIIT L1 D, CONTRACTOR 91ALL NOTFV CITY Of NYti 72 NWRD BOOR TO STMT Of!MASS P G.Aµ•�oN N:707%01.10 STA J7f10.00 E NT it S A AAD 14:llACE 20 11 ® E:7.71334.77 END SORE RIM 4 13'SNOTMY 9E4FR M'ID.STEEL CASING RPE \ WWR R:101114,1 k70597DJAJ STA' \ 37+`0300 FF oss nRn\ EN-1C,>;, ® L-2574348,77 INSTALL: \ ,D. 3 i•••• _ f Itl n✓F.Dv°n PIIS lEIIORMY ( 4/&LOM Off VALVE \ 'q - - s WNSIR11Cllp1 GIARIIT ; M:705070N STA J7+at51 ffi r^� O PROPOSED 55' ® L257071.2D G �W TER� wA7Fn UNE .T++o vAx.ME .ar ar r JJJ XPi r \ --------- ------------ -----`._L."---- -------' ---------- ------ re703P7P0 STA 34+07.21 wM uaEwt+. �A - ____- ® E257H10.ZJ PJ. •: _• I ------4 __ ____ ----- - ------- ----_- ------ N HAD'LT v• pw.A`-�h r�,`'-N r'�H .•.YI-C: - - ® It 7M9723.85 STA N+W.00 C257501DAD INSTALL: �JJ If 3 (1)TNR/1V 4•COIJ4.AM J ' "\1\J .- n.__:•._w�� w Nw.�•..�-r. -w.-w.-w.-.�� w. ttj �N:AbAV,WIRT {d U) RE:'M Q W : BROWN ST. _ W c. MDR 0�jF yKK _ __ _L__-_ ,'r� !D'WAta ID[ RELEASE &W AND VNL f 4 d R AtT SCALE. .5r J= uj ci iC �rs1A �/ "Nt. gip, u 'wriv is .eivv° 0 2® m W ,`100 YEM EL-PLANLF AV UNDER PIPE W = J 510 _ �_ ' ---)-- L! Mh M - -- 51 ui $ ,JaR 505 saS aaS ��� iiE si S t': S EMS WADE _ a O 000 CM 495 � JW (�gQ - 4N-. ---- .--- 495 a N 490 k T � ft1Y ` I �r g 40+00 485 - 4S 4YIA I480 �' 480 -- ( ; 3 $ 470 am. I0N y -cc I pqpw NRr W4 1 E 485 saS as aS $:S 48 + + + + + + + .� ,.. t. ttR am — — — — �• — — •� — — — — — — — — — — — — — — TCH i MATCH M 8TA W4 MA M-m OWT11 IA14 t • / ,—. � NARItNAY pt' ICOM' M 1 r� 1 LLyy 9Q 5$C '- ; f■pj� ( � Tia_WON _- -' _ M • ' T ` a �a_Y allt _ ' 7), 67R R .IAJTA p 32 ei-ORB Lr $ eaWWoqqI�wLCCtrw Feud - �� � � d �� . TTT� x'JAwwt. pa wom UNESm nl-ate• -. 1,�-w"-- 4 T M.A ALL91 aL F -- �x -- -auto. • V � 4 ilia Bill `\MATCH LM PJ am:it LT STA SM ET� T we f i Dw Y j ® ® ® ® ® ® © ® O e ffi C iR x" R II II I I I "r kt RR Y4 Ey S: 8» S�S its Ja y: "1 "4 $ a :a »�ell.* •Cx 4g» auk $ a ell.s Keg;. as c s 0, OR Aptlip SIX8 4 'IF 1111F R S� P 3Rg 8 -vj Ac q 0;11411 p 1:11 °°' M NorthTexas stricMunit pal /Vmley °"�"" "� 36"WATER UNE Water District >>>Horn Ou"; w PLAN AND PROFILE WYLIE-ROCKWALL-FARMERSVILLE MA HIM:,,,,,x„ STA 45+00 TO 55+50 3GF484NCH PIPELINE IMPROVEMENTS,PHASE 7 .an K\OtLJMk ]fEA19\Ow\II.q.Nt�fIIM t PP6.E }dw OOORDNATE TABLE . NDITNNG 1w«•NPTIEN x.86 PINE EGSIII4 ® N:JM9591.N STA 55hSS0O O STEEL CASNO nl 19•I.D. T RE:1ro3 t N 7059540.011 STA 57+2300 I E:257e206.7l ENO CRE ON M•I.D. ^ �[ N:7O5956r.04 STA SJ+JSDO �} AM l ® E:25Je260.70 INSTAR ■ w�f mu I 1 II)TYPE t e'COLI.uR dl �� 'OZ.S bm . _- f M R' W/VACUUNo vALK,vRl-11 LT J _� V TUIIIR !. •iR �. SCALE: I" •� Iro3 ' AND 117 ,,,R�,N,�It V R> - =`` . TUM ITSBIRDIE AND wW�r ' PTA 511.!6.9] �i ABNDW .� A �y E1VI"W NT AND P1H10 RC RC 1AD2 4ro2� F-.T.~ f 1'�' Y - 0 25 SD Irl,.® E:]57675•.a] RI. e WAm tNE EIMTND P6' L ".. - ST.69.99•LT li ® Jss seoD.v STA se.ea.00 sac*HW ,.ml LIE ell„1om 7a354.9I BEaN 1UNIEt AND ao•LD. 111 g _ _ _ -_._ - fA5[• __ RE 1/11NER RIME -F•� -r_ - -- 1_r 255776J5�5.M EENCTIMAND PI, IA. �t ..r.... .• • rS RE:Iro3 8 .�� W WTM1,11w.19 STA 5W27.95 'eL F ! Vv u. ® [:25]635676 PX BROWN ST. o�TH EiWUCNI»1 ~ M.90.02'RT !'• ■ -_,r ___. _.. —• _ .._.. __ ® M)DS9e1IS STA.110+0600 t 1`2575,127.110 T�3�YANWAY AND Y,NAT • ___��� -_} MT _--�.i._ � •.-.-- .-I ` .___.,i w: t--�r ' V / ' f W ® [.251M%.10 DEC. A'60 32.00AN0 60'I.D.RUNNER /t-- RA-- ({� 1 _ »�� A.af•. l.N NER A L N I R- A p r� �I Rc Iro3 or W H ■ INV edit T61N uN-:a I' t5i A»Pu..wA.M - �±`-`i E } --.-' .•--- NOTES: y WNI�T + w9rAr6P rb I� I 1. ANY ONECT T 6[R[M AL SHALL Ell SEDTIC PIIOPERTY OF . CAMO P COD' T/D3 tlCE No¢N)T Oaf�IN6 uK:" i'. I IAS.T"ft UNIiELF TIMIS.AWMTTE a A t xr'x, I V I :mM t x u' THE OOE DOENS S WALL RE DISTO TH ED a PROPOILY. QIL PRdq>m NTMVD PROPOSED 1136' WATT!NNE �'1� ' 2. NPELk.0 OMEN40N5 SNOwI ARE TO ME CENTER O TIE PPE. WAm GRDON WATER INE RIC MOR 9 IA GROCUT CMRHO jr Rlld'psm TD!'dtMY - xoT IROI I I/ wAm RIC 3, LANOSCAI E RESidIATION ITN MOI.SHALL BE 500.RE: � W . F -- - A I I - RL PNffT a I I SECTION 32 92 I9 x m = W DaN6lRuenaM usolofr -�r i �---— -- .---�` e I------- d ++ II .. E)"Sm.ROE SERNCE SENSE.STA 5 50 AID 8 5Ne4 n IN EO 0.0PROMITY To PROPOSM 35 WATm IN[. CN9TNG vct 3(1 IS TO SE PROTECTED IN OU-1 CdISTWN:TON. CONTRACTOR O SNALL BE RESPONSO E IN REPAIRING OR REPLACING INE AT NO � ADOTONAI CMT TO THE ORNEP If DAMAGED MOM OF ■ tdISTRUCTON. Z W 5. ILLAIMNATION POLE FOUNDATION SHALL K NSIAIrrn IN THE MEDIAN fREN STA Sk 7d TO STA—6. THESE LOCATIONS ARE NOT SHOwi ON THIS SLEET. RE SWEET 015 EOR IOCARON OF i PRPROPOSED ILLIMIHATOII POLES AND SHEET 07 FOR NLL STAATMIN JTV !_'____' __2 W T I_ _ EL I$TSP21G2 -._R.E w !f NATION ■ I_ ___ - - f 3 - e. If NIONCDIATE MINE.SHAFT ACCESS POINTS ARE REOMIRM ___I__' }'! TERN BEIYEEN STATIONS 541+64 AND STATIOI 59.76 R SHALL BE AT I e_AIER ftER OP GRA 2 w IER NO ADOITd1A.CMT TO THE CANER CONTRACTd1 SNALL ALSO I I _I_I I 1__.. 2- A51 }'TIL TH NATION _ _WA.�t. OPMED k MIN TN1N ROe:[D I UrRNA110. BE K"StiE FOR PIIOMONO RAFFIC CONTROL AND PAIpAENT ■ 5 != 1=I-- -V OUND LECTPIC f I I OLE FOLND Ow RCPM REOUREO TO NSTAu ACCESS POINTS AT NO AadT10NAl MY NXE IS TS ARE SUMCT ro APPROVAL SY ONW 1ER 0 W J ■ 1 I_-_ .. .T J-_. _ _ _ -_ _ __--_ - _ _ - _L PIECES ARE MI l -- ---- ---- ). CONRACTOR SHALL WENT PIAN TO ENGINEER FOR EDSTNO =0 R,f.lw T[N ---- - _ __.-'- J -1 onutt MORCTON DORNO CONSTRICTION FRd1 STATION 5111 LI - ---- --- T TO STATION 59427.PLAN SHALL SE APPROVED I1 ENtW1Ern O s9.b a O .TE PPE ABDCATpL S. WHERE 11ANEW ED FOR C STRUCIAIPUTY, r ■ - ----- -- O AY BEFORE.T6'wAm lI ODNTRACFOR SMALL UTILIZE WELLED STEEL BUR STRAPS.SPLIT Q 6 525 I.E,G STEEL BUTT STRAPS AND COLIRINM WILL NOT BE AILAfET. / Z LEE . S. COIITRACTOR SHALL UXAR EWSRIO 36'" ME ATPROPOSED `� Q OS HOPE-O•!0E ENGINEER BEFORE PIPE LAY�SCHEOL ITIS LOCATION AND DEPTH To - z W 7Z a�Y . H0.w — i-- I [DE THE TRESS DIT CD BETNCEN STA$7.27 AND RIOR W$BE THE PERIIANCNI CA6EIENT TO O PQOCATED PRIOR TO . idE 60PE .4,265 S- CONSTCO ON. CONIRALOF UIL CO.A(; E NEW TREE eL N f LRCSP0NR4E/011 N RHECITY TGId1MY IRNWnOII RCOURIfD TOCSTAeISM S TREES. COETRACTOII SHALL REPLACE ANY TREES THAT OO NOT ■ 515 - - sdeNVE THE TRANSFER. L, s I'.S'vutTCAI N >g ■ 510 " t 510 dI I till I r! ■ 505 - t 505 ■ �rlT s � � I I a � � � � ■ € 5 g ■ 495 �ffff � _$ r sit $ ";5 ��6 - 495 56+00 + + + + + + 2333333333 °�, 1■711 : _ no ME ■■11111111,\\��■■■■■I - _, . f ■%11111(1:111■I■1�� __ � MENNEN NEW 11 F' "1 U."IMMIKEEMINUIL-rulmI `. MEN. 1111MIMEMINE11, r-111 ■pp �■111:11 �' i Iall I■■111'■■1■■■■I w e N � ■ ■11111111 101miggim MEE1. MEMNON 0■■ 1 19 11111 0 0■■I:' nl' r North Texas Municipal 36"WATER LINE Water Dig PLAN AND PROFILE STA ® 11 TO 101 361484NCH PIPEUNE � __ T •� I I AY•Si,. a -- NOTES, O A I ILII 1b♦ pcmr t ® w7ose504.01 STA ao 4"m REYOKD SHALL� _ Ns•V N. AFcrAM r61[N 5 7+p[1 0 Iy 7 E:25)6391.IG P-•5.00'LT OF ME CON1R PROPERTY, x_ ea[s s�i.�r �� a .[tism [�xvC: [rOVSC. I L�I�tJ Y a �•i.J-- 77 N:7050339.76 STA 01+4492 Y1 MID SIAjL D 23]8.28.06 4400'RT PROPERLY. A^ 1 IE IY CVTrl PL210 N:7D3KENIL a STA 82+0836 2. PIPELIPE OINEN610NS • .".� 7E B 1 A�WDOM I I I I GGVI I'RF ,I•C 1 t ytl © E 25)8.90.69 P.I.POWEAPME -45.00 RT CM�ARE TO FN7ER Of TIE PIPE. 9L♦ 11NE A ED ESIRE,3rs MO pTEJ N:)O595oT 17 STA 82•N.8a E 2578328.04 P-- �-- 6N-M.aoLT7. s AT ra+ea°xDTo- l\ LSTAM 82+09.ME PRROPOSED P Sat_ _ m aWw '.: _..r_,®�_ T~��� .__ '---TIC -•_.-�-_ _ '._.!� _ ._ . .\� r .9.92•RT 1REl ;AS INES tl N:]0%493.57 STA 84.92.00 CONTRACTfR SHALL �! EZS)8)SB.06 NSTALL: RENO\E Me DISPOSE (I)Ir sLovioFi, W PIPE AS (. % wraz'i0 Nn•S[Vshu: SOWN SI. 5� �.. -�+�-. fm. W� RE AEET u�)41HL STA 65+03.77 RdOVKAPPRDIfYA r "]M_' .yf,..l�.yt-s[r=Y-.49Vv.[SI' M+•'PI""M• - - M.9e0' IT A [ WARS[AsOSN+ - '- _ ss ro WTIFJTFLY - • STA 05«0'7.00 A VALVE SEAT SHALL •r - '� +�-.r.- .r.- © E:23)885280 I((N)S)TALL FAQ WMTFOR 290. -- �_ V �P�--_-_- - -- ♦• -- �- �_ _ 8E WTRMY VALVE A T NRTIFAFLYVKENOVAUT COORDINATE Nn 5/D7 TO WTIOIPLY• MALLI, A+ u- �ALW SEAT [ T M5941S903 STA 85+99.04 FACE N�MV FOR AT PROPQT♦D Tr ® E 257886.03 TIETALL TSL [[ W 4�R'" ' - �a PROPOSED SB' -- I WATER LRE (I)Je•x 3a'TEE COOR0NA1[8•. = R[YO[[ND IIOl.V2£r PIIOPOYD 1fA101URr WATER UNE : - RE SECT D14 q:s 9(146' 8014 cN-B9s•RE _ I Enslxc x 5. ABANDONED ASPIIKT y l, PAAVE HITT - \, WA60 BY CONCRETE PROPOSED AIN EAEAND" :M J L 0 [ r ® N:MSYSz496 STA:86«73.9'I �C OFNIOKTEAST A 7 a W M - Y --- 'PROPOSED VDVIDRAKY E25)8883.25 PJ. Rf:•Ips Ipz -- - �, _ TEE BY CD�RUCUM SIiEN vROPo9EL N1aRD-_ ® a-9i.z2•RT cCO11SCTKC lON .0 (+ Q - [uc r5•c6 - - - 14:7058525.6.] STA 86+46.00 ACTIMTES MAIL K i7 S � y; I PROPOSED REWPORAlty E:237ae7s.2a NSTKL REPAIRED BY SEEDINO ' a RE:4 1 1 ' (1)TYPE 2 4•COMB.AW ME AFFECTED AREA. r Ory d•+[S' `- _ '[A�tT RELEASE/VACUTAI VALVE MO VwLT Eat a wqL[AND gfPI,SCE a ST coNOET[PAYEJENT L RE 2p3 6. -TRACT0R MALL � N T d H "Ew 4/02 lel O :zWE AT PROPOSED STA (a J= LOCATE TIE 12•TATER Q J .,. N JOSBs23.21 STA 86+59.00 tl«20 AND 0Z+] ME S( •( WpiN�) 81 E !>88682) I�NS)TALL: V W 4 RE SHEET 014E SIMIlT C4 T ENgT NEER D G T SCKE-. 1 µ)0593t3.0J STA 86+64.TB BEFORE PIPE LAY i ® ® E2578895.34 STA 67+05 Y-.cT CF W-2 TSCHEDULE IS 0 25 50 END 36' O1FR UNE SIRRIITIm. iLL C014NE2T TO EuNE 76•ASWA d RE:3 12 UNE O W RE:J/D1z Z ® H 70394]9.07 NSTALL J E:23)p6a.72 (1)]6'ET D11014 LY VALVE ANDVN1LT 540 I RE MEET ® E.S?M9.0NSTALL: -` E.ts7696461 ((1))J6•PLUG SHEET D14 I 535 535 G W ITEEEK W =iZ 530 "WATTp 1-:7'VERIICK Z W 31].2 f t ____ ____ --- - - - ER 2P,�c 530 Ir 0 ...- 1 ED 6'WAt W 0. 525 - ....................... --- ----- -- r7 5 i;_ -- ---- ExIS11NG WB11`RA ---- 525 Q ZQ 520 WA R E - _ _ - Z EWSTING WR.F iER UNE 5 Sh 5 SLtt AY _ d 515 �Q�j SLOPE- 0.108 ' 515 ie! 510 I. _ 3r WA rAl F510 505 505 500 tI, ii.4, !A 1* t g 500 n vi + 'R 495 sG a5 ae ae a� ' ae xy� a �� a C ` ` fe 49 + SIC+ + + + O +