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ORDINANCE NO. 5012 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHANDLER, ARIZONA, AUTHORIZING THE ABANDONMENT OF A DRAINAGE EASEMENT NO LONGER NEEDED FOR PUBLIC USE ON PROPERTY LOCATED AT THE NORTHEAST CORNER OF COOPER AND GERMANN ROADS. WHEREAS, on April 26, 2006, the City of Chandler received a Final Order in Condemnation from Canyon Oaks Estates, L.P., recorded as Document No. 2006-0559941 in the records of the Maricopa County Recorder, that included a temporary drainage easement on property located at the northeast corner of Cooper Road and Germann Road (the “Easement”); and WHEREAS, the Easement was subsequently reconfigured to accommodate the development of Chandler Airport Center as noted on the Final Plat for Chandler Airport Center Phase I, recorded at Book 858, page 9, in the records of the Maricopa County Recorder; and WHEREAS, the property burdened by the Easement is in the process of being developed further with associated site improvements that include a permanent drainage facility so that the Easement is no longer required by the public. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Chandler, Arizona, as follows: Section 1. That the City of Chandler is authorized to abandon the Easement. Section 2. That the documents used to abandon the Easement shall be in substantially the form approved by the City Attorney attached as Exhibit “A” and made a part of this Ordinance. Section 3. That the Mayor of the City of Chandler, Arizona, is hereby authorized to execute and deliver all documents necessary to abandon the Easement. INTRODUCED AND TENTATIVELY APPROVED by the City Council of the City of Chandler, Arizona, this day of 2022. ATTEST: CITY CLERK MAYOR Ordinance No. 5012 Page 2 PASSED AND ADOPTED by the Mayor and City Council of the City of Chandler, Arizona, day of , 2022. ATTEST: CITY CLERK MAYOR CERTIFICATION I HEREBY CERTIFY that the above and foregoing Ordinance No. 5012 was duly passed and adopted by the City Council of the City of Chandler, Arizona, at a regular meeting held on the day of , 2022, and that the vote was ayes, and nays. CITY CLERK APPROVED AS TO FORM Onn Wr CITY ATTORNEY Exhibit “A” Abandonment of Easement When recorded return to: City Clerk City of Chandler Mail Stop 606 P. O. Box 4008 Chandler, AZ 85244-4008 ABANDONMENT OF EASEMENT FOR VALUABLE CONSIDERATION, the receipt and sufficiency of which is hereby acknowledged, CITY OF CHANDLER, an Arizona municipal corporation, does hereby abandon any and all interest that it may have in that certain drainage easement as described on the attached Exhibit “A” and as depicted on Exhibit “B”, said easement appearing at page 18 of 47 of Maricopa County Recorder’s Document No. 2006-0559941, and on the Final Plat of Chandler Airport Center Phase | recorded August 15, 2006, at Book 858, Page 9 of the Records of the Maricopa County Recorder. This abandonment is not intended to relinquish any other interest City may have in any portion of the property described herein arising by virtue of any other instrument recorded with the Maricopa County Recorder, including without limitation, any plat, deed, easement other than the aforementioned easement, or final order of condemnation. Dated this day of 2022. CITY OF CHANDLER, an Arizona municipal Corporation By: Mayor Kevin Hartke State of Arizona ) )ss. County of Maricopa ) Acknowledged before me this day of 2022, by Kevin Hartke, Mayor of the City of Chandler. My Commission Expires: Notary Public ATTEST: Chandler City Clerk APPROVED AS TO FORM: (Asst.) City Attorney EXHIBIT ’A’ DESCRIPTION OF DRAINAGE EASEMENT TO BE ABANDONED OVER A PORTION OF A.P.N. 303—31—222B . CHANDLER, AZ 85286 THAT PORTION OF LOT 8 CHANDLER AIRPORT CENTER—PHASE 1, RECORDED IN BOOK 858 OF MAPS, PAGE 9, RECORDS OF MARICOPA COUNTY, ARIZONA, LYING WITHIN A PORTION OF THE SOUTHWEST QUARTER OF SECTION 71, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A 3-INCH CITY OF CHANDLER BRASS CAP IN HANDHOLE MARKING THE SOUTHWEST CORNER OF SAID SECTION 1, FROM WHICH A 3/4—INCH IRON PIPE MARKING THE SOUTH QUARTER CORNER OF SAID SECTION 1 BEARS NORTH 89 DEGREES 01 MINUTE 22 SECONDS EAST 2633.52 FEET; THENCE NORTH 89 DEGREES 07 MINUTE 22 SECONDS EAST 95.85 FEET ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 58 MINUTES 38 SECONDS WEST 75.00 FEET TO A 1/2-INCH CAPPED REBAR STAMPED “KLEIN 42137”: THENCE NORTH 89 DEGREES O1 MINUTE 22 SECONDS EAST 224.15 FEET A 1/2—-INCH CAPPED_REBAR STAMPED "KLEIN 42137” AND THE BEGINNING OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1125.00 FEET A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES 52 MINUTES 26 SECONDS EAST 5.85 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE OF 00 DEGREES 17 MINUTES 53 SECONDS AN ARC LENGTH OF 5.85 FEET; THENCE NORTH 00 DEGREES 58 MINUTES 38 SECONDS WEST 8.00 FEE TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 58 MINUTES 38 SECONDS WEST 42.00 FEET; THENCE SOUTH 89 DEGREES 01 MINUTE 22 SECONDS WEST 40.05 FEET; THENCE NORTH 00 DEGREES 58 MINUTES 38 SECONDS WEST 62.00 FEET; THENCE NORTH 85 DEGREES 16 MINUTES 38 SECONDS EAST 155.72 FEET; THENCE SOUTH 02 DEGREES S5OMINUTES 04 SECONDS EAST 107.00 FEET; THENCE SOUTH 83 DEGREES 07 MINUTES 41 SECONDS WEST 36.42 FEET TO THE BEGINNING OF A NON—TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1117.00 FEET A CHORD BEARING AND DISTANCE OF SOUTH 86 DEGREES 36 MINUTES 12 SECONDS WEST 82.62 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 4 DEGREES 14 MINUTES 21 SECONDS AN ARC LENGTH OF 82.64 FEET TO THE POINT OF BEGINNING. COMPRISING 0.349 ACRES OR 15,182 SQUARE FEET, SUBJECT TO ALL EASEMENTS OF RECORD. 2122 W. Lone Cactus Dr. Ste. 11, Phoenix, AZ 85027 623-869-0223 (office) 623-869-0726 (fax) SURVEYING SERVICES, ING, | WWW.Superiorsurveying.com info@superiorsurveying.com DATE: 3/16/2022 JOB NO.: 202102073 (BASIS n_o02014” w COOPER ROAD __2642.19' (w) OF BEARING) 2642.23’ (R) SOUTHWEST CORNER . SECTION 1, T—2S, R-5SE POINT OF COMMENCEMENT ro) N 00°58'38” W: N 89°01722” E ci WEST 1/4 CORNER. SECTION 1, T—2S, R-5E FOUND BRASS CAP IN a HANDHOLE STAMPED "45760" 0.4. DOWN EXHIBIT _’B’ ROAD DEPICTION OF DRAINAGE “PER BK. 858, EASEMENT TO BE ABANDONED | PG 9 MCR, OVER A PORTION OF A.P.N, 303-31—222B ~ | 2. CHANDLER, AZ 85286 wy ¥ een NOT TO SCALE N fio = lu AK Ny N x = 15 0 | 5 i Yt a % + =| 03 SI | A) Be 13 | DRAINAGE EASEMENT = POINT OF. PER BK. 858,.PG. 9, MCR. =x | BEGINNING | N ata) 3 (7 SHEET 1 OF 2 NO IDENTIFICATION SUPE SURVEYING SERVICES, INC. 2122 W. Lone Cactus Dr. Ste. 11, Phoenix, AZ 85027 | 623-869-0223 (office) 623-869-0726 (fax) www.superlorsurveying.com info@superiorsurveying.com DATE: 3/16/2022 JOB NO.: 202102073 EXHIBIT "B”_ DEPICTION OF DRAINAGE EASEMENT TO BE ABANDONED OVER A PORTION OF A.P.N. 303-—31-—222 CHANDLER, AZ 85286 LINE. BEARING DISTANCE. 11 | N 05'06’22” W 10.00’ L2 N_ 00°58'38” W 8.00’ . L3. | N 00°58’38” W 42.00' L4 S 8901722” W_ 40.08" L5__|_N 00°58°38” W 62.00’ L6. | N 85716'38” E 155,72’ L7 S 02°50'04” E 107.00’ L8 S 8307'41" W 36.42’ CURVE |RADIUS [ARC LENGTH [CHORD LENGTH|CHORD BEARING\DELTA ANGLE C1 1129.00’ |104.99’ 104.99’ N 82713'48”" E |519'42” C2 1125.00’ |81.07" 81.05" N_86°57'30" E |4°07'44” C3 1125.00’ |5.85° 5.85" N_88°52°26" E |017'53” C4. 1125.00’ \75.22” 175.21" N 86°48'34” E |3°49°51” C5 1117.00’ |82.64’ 82.62’ S 863612” W |414’21” SHEET 2 OF 2 SURVEYING SERVICES, INC. 2122 W. Lone Cactus Dr. Ste. 11, Phoenix, AZ 85027 623-869-0223 (office) 623-869-0726 (fax) www.superiorsurveying.com info@superiorsurveying.com _ DATE: 3/16/2022 JOB NO,: 202102073