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ST9304-ES000306SLOPE EASEMENT STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF DALLAS § THAT the term Grantor used herein shall be construed in the singular or plural number as such term respectively represents one or more than one person. THAT, f\'©--ber+ L, S ^ nQ�� ax)8 M -(a4 r =1 al , herein after referred to as GRANTORS, in donsideration of the sum of Ten and N/100 Dollars ($10.00) and other good and valuable consideration in hand paid by City of Coppell, Texas, receipt of which is hereby acknowledged, does by these presents grant, bargain, sell and convey unto City of Coppell, Texas, ( "GRANTEE "), the free and uninterrupted use, liberty and privilege of passage in, along, upon and across the following described property owned by Grantor for the purpose of a slope easement for grading, sloping or filling along, upon and across said property to provide a more subtle grade change transition, across Grantor's main tract with the right and privilege at all times, of the GRANTEE herein, its agents, employees, workmen and representatives having ingress, egress, and regress in, along, upon and across said premises for the purpose of maintaining, making additions to, improvements on and repairs to the said slope easement or any part thereof. Said slope easement strip being described in Exhibits "A" and "B" attached hereto and made a part hereof for all purposes. After construction has been completed or after any entry for repairs or maintenance, GRANTEE shall, except for removed obstructions, return the surface area of the easement strips to its original condition as nearly as practical taking into consideration the nature of the work being performed including but not limited to reseeding and adjustment of sprinkler heads to new grade. GRANTORS reserve the right to use and maintain the surface of the slope easement strip for purposes which will not interfere with GRANTEE'S rights hereby granted and agree that, GRANTEE shall not be obligated for future maintenance and upkeep of the slope easement strip. TO HAVE AND TO HOLD unto the City of Coppell, Texas, its successors or assigns for the purposes aforesaid, the premises above described. EXECUTED this day of ice. GRANTOR GRANTOR STATE OF TEXAS COUNTY OF DALLAS This instrument was acknowledged before me on the fh day of Zaoo T , 9, by f J avers: D�lR !'l. 2003 My Commission Expires: /- a - 7--o-3, STATE OF TEXAS § COUNTY OF DALLAS § IJ P End.! 0� e 4W elp- "-7ac-rso (Type / Print Nkne of Notary) This instrument was acknowledged before me on the day of 1 , by 1q. Iricstat' aiui� Ges"e s usMSS: DECEMBER 27, 2003 - ARY PUBLIC, tare of Texas My Commission Expires: (Type / Print N of Not y STATE OF TEXAS § COUNTY OF DALLAS § This instrument was acknowledged before me on the day of av O 1 of a , corporation, on behalf of said corporation. ` A A _.. •� My Commission Expires: (Type / Print Mme of Notary) LTLINE ROAD PROJECT 91 -829 PARCEL 4 -SE OCTOBER 28,1998 SLOPE EASEMENT BEING a 0.1670 acre tract of land in the City of Coppell, Texas, part of the McKinney and Williams Survey, Abstract No. 1054 in Dallas County, Texas, and part of the tract described by instrument to Robert L. and M. Kathrin Ingle and by plat as the Shake and Shingle Addition in Volume 85226, Page 4479 in the Deed Records Dallas County, Texas (D.R.D.C.T.), and being more particularly described as follows: BEGINNING at a set 1/2 inch iron rod with a yellow plastic cap stamped "HALFF ASSOC., INC. ", hereinafter referred to as "with cap" for corner located at the centerline station 12 +07.94, offset 60.00 feet left, as defined in Public Works Project number 490 -403.1 / 91 -829 in .the project records of Dallas County, Texas, at the intersection of the west line of said Ingle tract, the east line of the tract described by instrument to Beltline Distribution Center Investors as recorded in Volume 93096, Page 1459, also by plat as the Northlake Business Center Phase 1, Block 2 in Volume 81085, Page 0970, D.R.D.C.T., and on the existing north right -of -way line of Beltline Road (120 feet wide), said point being the common south corner of said Ingle and Beldine Distritribution Center Investors tracts; THENCE North 00 degrees 09 minutes 48 seconds West, departing said existing north right -of- way -line, and along the said common property line, a distance of 6.26 feet to a set 1/2 inch iron rod with cap for corner; THENCE North 80 degrees 47 minutes 10 seconds East, departing said common property line a distance of 134.31 feet to a set 1/2 inch iron rod with cap for corner on the west line of a 36 foot wide utility easement; THENCE North 00 degrees 00 minutes 00 seconds West, along said west line of the utility easement, a distance of 8.82 feet to a set 1/2 inch iron rod with cap for corner; THENCE North 90 degrees 00 minutes 00 seconds East, across said utility easement, a distance of 36.00 feet to a set 1/2 inch iron rod with cap for corner on the east line of said utility easement; THENCE South 00 degrees 00 minutes 00 seconds East, along said east line of said _ utility easement, a distance of 9.34 feet to a set 1/2 inch iron rod with cap for corner at the point of curvature of a non - tangent circular curve to the left with a radius of 1347.40 feet and whose chord bears North 83 degrees 52 minutes 44 seconds East, a distance of 152.06 feet; THENCE Northeasterly departing said east line and along said curve through a central angle of 06 degrees 28 minutes 10 seconds, an arc length of 152.13 feet to a set 1/2 inch iron rod with cap for corner on the east line of said Ingle tract and the west line of the tract described by plat to William G. Thompson, Trustee as recorded in Volume 80112, Page 3068, D.R.D.C.T., said point being non - tangent; AVO: 14111 \wp \98- 4se.doc SET. 1 OF 2 Exh; bi+ 'A' THENCE South 00 degrees 09 minutes 48 seconds East, departing said.curve, along the said common property line and returning to the said existing north right -of -way line of Beltline Road, a distance of 25.32 feet to a set 1/2 inch iron rod with cap for corner at the point of curvature of a non - tangent circular curve to the right with a radius of 1372.40 feet and whose chord bears South 85 degrees 15 minutes 30 seconds West, a distance of 212.74 feet, said point being the common south property comer of said tracts; THENCE Southwesterly departing said common property line and common property corner along said curve and said existing north right -of -way line through a central angle of 08 degrees 53 minutes 25 seconds, an arc length of 212.95 feet to a set 1/2 inch iron rod with cap at the point oftangency; THENCE South 89 degrees 42 minutes 12 seconds West, along said existing north right -of -way line, a distance of 107.82 feet to the POINT OF BEGINNING and containing 7,276 square feet or 0.1670 acres of land more or less. Basis of bearing is Texas state plane north central zone 4202 (1983 adjustment) based on GPS measurements from triangulation station GPS4 (PID CS3408). Convergence angle at GPS4 is ( +) 00 1) 48'34.9" as computed by Corpscon version 4.11. Colin Fistration ry, egtber ed Professional Land Surveyor Texas 5230 AVO: 14111 \wp \98- 4se.doc SHT. 2 OF 2 ExWot;+'A' GROSS AREA = 444,689 SQ. FT. or 10.21 AC. j TAKE AREA = 7,276 SO. FT. or 0.1670 AC. I I I N REMAINDER = 437,413 SO. FT. or 10.04 AC. I ! 24' FIRE LANE & PUBLIC N PARCEL 4 -SE ACCESS ESMT. I I � BELT LINE DISTRIBUTION CENTER INVESTORS il/w 0- VOL. 93096, PG. 1459 i I 36.00' NORTHLAKE BUSINESS CENTER N90'00'00'E PHASE 1 BLOCK 2 ! 136' UTIL. ESMT. PLAT VOL. 81085, PG. 0970 10' UTILITY EASEMEN I & 10' BUILDING LINE zo v Lo 00 O 00 F ! on O z 6.26' 10' UTILITY EASEMENT N00'09'48'W I.R.S. 134 3 5 8.82' i II.R.S. I.R.S. N00'00'00'W s° x I.R.S.� I.R.S. is 7y r '.' -• -�= a �' t r .""_ 't�` '' r ua ., R .....,. .; -'`'�' ..' Ok.° --4: - I.R.S.. 107.82' - - S89 "42r12 P.O.B. CL STA.' 12 +07.94 60.00' LEFT � LEGEND: 0 PP POWER / UTILITY POLE o TPB PULL BOX —R - - PROPERTY or RIGHT OF WAY LINE (R.O.W.) O I.R.S. I/Z IRON ROD SET w/ HALFF ASSOC., INC. CAP (UNLESS NOTED OTHERWISE) • I.R.F. IRON ROD FOUND j 3 TS TELEPHONE PEDESTAL NOTES: 1. BASIS OF BEARING IS TEXAS STATE PLANE NORTH CENTRAL ZONE 4202 (1983 ADJUSTMENT) BASED ON GPS MEASUREMENTS FROM TRIANGULATION STATION GPS4 (PID CS3408). CONVERGENCE ANGLE AT GPS4 IS ( +) 00'48 AS COMPUTED BY CORPSCON VERSION 4.11. 2. MONUMENTS USED FOR BASIS OF BEARING ARE NOTED AS 'CONTROL MONUMENT' ON BASIS OF BEARING CONTROL MAP SHEETS 1 THROUGH 4. ALL G.P.S. POINTS ARE 3' ALUMINUM DISKS, STAMPED,'BLOV THRU 'BL08'. IHEREBY CERTIFY THAT THE ABOVE SURVEY WAS MADE ON THE GROUND UNDER MY SUPERVISION ON OR PRIOR TO THE DATE NOTED HEREON, AND THAT .�E�• THE METES AND BOUND SHOWN HEREON ARE i) ��04k.01 TRUF AND CO EC .�..; co„uN COLIN J. HE RY, ' - REGISTERE PROFESSIO AL LAND SURVEYOR TEXAS R ISTRATION 5230 4 Z ROBERT L. & M. KATHRIN INGLE VOL. 85226, PG. 4479 PLAT 85226, PG. 4479 SHAKE & SHINGLE ADDITION 200 E. BELT LINE RD. A= 06'28'10' R= 1347.40' T= 76.15' L= 152.13' CB= N83'52'44'E CL= 152.06' /- 9.34' PARCEL 4 -SE S00'00'00'E _ BEL w. -o- -- -- - 120 R.O. PROJ. NO. 91 -829 PARCEL 4-SE SHEET 1 OF 1 I.R.S. BELT LINE ROAD CENTERLINE DALLAS COUNTY, TX. PROJECT NO. 490 -403.1 / 91 -829 _ - 25.32' S00'09'48'E 0= 08'5325' R= 1372.40' T= 106.68' L= 212.95' CB= S85'15'30'W CL= 212.74 CITY OF COPPELL Mc KINNEY & WILLIAMS SURVEY ABSTRACT NO. 1054 SEIM _ ssotcv ENGINEERS . ARCHITECTS SCIENTISTS . PLANNERS . SURVEYORS 8616 NORTHWEST PLA'A DRIVE, DALLAS, TEXAS 75225 -4292 PHONE: (214) 346 -6200, FAX: (214) 739 -0095 ExW, tII;+ 0 5 10 15 20 30 40 EO SCALE IN FEET COUNTY OF DALLAS, TEXAS DEPARTMENT OF PUBLIC WORKS SLOPE EASEMENT BELTLINE . ROAD DENTON TAP ROAD TO MacARTHUR BLVD. DESIGNED IA DRAWN IA DATE: OCTOBER 1998 FILE AVO* 14111 APPROVED CJH CHECKED IA SCALE: 1' =20' f _ BEL w. -o- -- -- - 120 R.O. PROJ. NO. 91 -829 PARCEL 4-SE SHEET 1 OF 1 I.R.S. BELT LINE ROAD CENTERLINE DALLAS COUNTY, TX. PROJECT NO. 490 -403.1 / 91 -829 _ - 25.32' S00'09'48'E 0= 08'5325' R= 1372.40' T= 106.68' L= 212.95' CB= S85'15'30'W CL= 212.74 CITY OF COPPELL Mc KINNEY & WILLIAMS SURVEY ABSTRACT NO. 1054 SEIM _ ssotcv ENGINEERS . ARCHITECTS SCIENTISTS . PLANNERS . SURVEYORS 8616 NORTHWEST PLA'A DRIVE, DALLAS, TEXAS 75225 -4292 PHONE: (214) 346 -6200, FAX: (214) 739 -0095 ExW, tII;+ 0 5 10 15 20 30 40 EO SCALE IN FEET COUNTY OF DALLAS, TEXAS DEPARTMENT OF PUBLIC WORKS SLOPE EASEMENT BELTLINE . ROAD DENTON TAP ROAD TO MacARTHUR BLVD. DESIGNED IA DRAWN IA DATE: OCTOBER 1998 FILE AVO* 14111 APPROVED CJH CHECKED IA SCALE: 1' =20' SHEET 1 OF 1