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ORDINANCE NO. 5173 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHANDLER, ARIZONA GRANTING AN UNDERGROUND POWER DISTRIBUTION EASEMENT TO SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER DISTRICT UNDER PORTIONS OF APPLEBY ROAD EAST OF HAMILTON STREET. WHEREAS, Salt River Project Agricultural Improvement and Power District (“SRP”) installed power distribution facilities along the east side of Hamilton Street at Appleby Road as part of the Hamilton Street and Appleby Road Improvement Project; and WHEREAS, SRP requested that the city grant them an underground Power Distribution Easement for the facilities that were installed for the city’s Project; and WHEREAS, the City of Chandler is willing to grant the underground Power Distribution Easement to SRP at this location at no cost for the purposes stated above. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Chandler, Arizona, as follows: Section 1. That the City of Chandler, Arizona is authorized to the grant an underground Power Distribution Easement to SRP at, under, and across that certain property legally described and depicted in Exhibit “A” attached hereto and incorporated by reference. Section 2. That the underground Power Distribution Easement to SRP shall be in a form approved by the City Attorney and substantially as attached hereto as Exhibit “B.” Section 3. That the Mayor of the City of Chandler, Arizona is hereby authorized to execute the easement and this Ordinance on behalf of the City. Section 4. That the City Clerk is directed to cause this Ordinance to be recorded in the office of the Maricopa County Recorder after the effective date of this Ordinance according to City Code or Charter. INTRODUCED AND TENTATIVELY APPROVED by the City Council of the City of Chandler, Arizona, this day of 2026. ATTEST: CITY CLERK MAYOR Ordinance No. 5173 Page 2 PASSED AND ADOPTED by the Mayor and City Council of the City of Chandler, Arizona, this day of , 2026. ATTEST: CITY CLERK MAYOR CERTIFICATION I HEREBY CERTIFY that the above and foregoing Ordinance No. 5173 was duly passed and adopted by the City Council of the City of Chandler, Arizona, at a regular meeting held on the day of 2026, and that the vote was ayes, and nays. , CITY CLERK APPROVED AS TO FORM CITY ATTORNEY oun Published in the Arizona Republic on: EXHIBIT “A” EXHIBIT “A” SRP JOB NUMBER: 73417580 DATE: 01-09-2025 SRP JOB NAME: CUS UE CENTER POINTE PKWY & IRIS PL STLT PAGE: 1 OF 3 TTRRSS: O2SO5E15 AN EASEMENT LOCATED IN THE EAST HALF OF SECTION 15, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 15, BEING A REBAR, FROM WHICH THE EAST QUARTER CORNER OF SAID SECTION 15, BEING A BRASS CAP IN HAND HOLE, BEARS NORTH 88 DEGREES 53 MINUTES 15 SECONDS EAST, A DISTANCE OF 2625.57 FEET (BASIS OF BEARINGS); THENCE ALONG THE EAST-WEST MID-SECTION LINE OF SAID SECTION 15, NORTH 88 DEGREES 53 MINUTES 15 SECONDS EAST, A DISTANCE OF 37.71 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 43 MINUTES 13 SECONDS WEST, A DISTANCE OF 18.00 FEET TO THE NORTHERLY RIGHT OF WAY OF APPLEBY ROAD; THENCE ALONG SAID RIGHT OF WAY, NORTH 88 DEGREES 53 MINUTES 15 SECONDS EAST, A DISTANCE OF 8.00 FEET; THENCE SOUTH 00 DEGREES 43 MINUTES 13 SECONDS EAST, A DISTANCE OF 43.00 FEET TO THE SOUTHERLY RIGHT OF WAY OF APPLEBY ROAD; THENCE ALONG SAID RIGHT OF WAY, SOUTH 88 DEGREES 53 MINUTES 15 SECONDS WEST, A DISTANCE OF 8.00 FEET; THENCE NORTH 00 DEGREES 43 MINUTES 13 SECONDS WEST, A DISTANCE OF 25.00 FEET TO SAID POINT OF BEGINNING. SAID EASEMENT CONTAINS AN AREA OF 344.00 SQUARE FEET, MORE OR LESS. END OF DESCRIPTION —-—-—-—- NOIL93S. 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32 0.000000 VNOZINV 5 1 25 1 2 4 1859 2336 6 12 11.779690 * 5 1 25 1 2 5 1770 2317 72 32 11.779690 OSS SALON SIHL LIGIHX3 SI] GSGNSINI OL ANYdNOD0V NY LNSNASV4 ASAUNS 5 1 20 1 1 5 1113 2610 161 32 52.956879 AMVONNOG 5 1 20 1 1 6 945 2609 143 32 45.592827 VNOZIYY 5 1 20 1 1 7 881 2608 38 32 76.819992 NV 5 1 20 1 1 8 797 2608 58 31 96.294159 LON 5 1 20 1 1 9 740 2607 32 32 76.828056 SI 5 1 20 1 1 10 632 2607 78 31 63.930630 STHL 5 1 20 1 1 11 463 2605 115 32 18.628416 ‘NMOHS 5 1 20 1 1 12 232 2603 205 33 3.751268 S3IYYGNNOg 4 1 20 1 2 0 271 2554 1974 46 -1 5 1 20 1 2 1 2186 2558 59 31 1.268063 Vd 5 1 20 1 2 2 1978 2557 182 32 24.753952 LN3NdINOF 5 1 20 1 2 3 1896 2556 56 32 25.100899 FHL 5 1 20 1 2 4 1832 2556 35 31 57.598175 40 5 1 20 1 2 5 1683 2555 125 32 90.946358 MOGNIM 5 1 20 1 2 6 1600 2554 56 31 85.585350 FHL 5 1 20 1 2 7 1538 2554 37 31 95.306313 OL 5 1 20 1 2 8 1339 2569 59 31 89.654854 ANY 5 1 20 1 2 9 1276 2568 36 31 34.647835 4OQ 5 1 20 1 2 10 1089 2567 161 32 1.380529 NOILVIOT 5 1 20 1 2 11 1005 2566 57 32 73.461464 SHL 5 1 20 1 2 12 857 2566 122 31 61.793823 AATYSA 5 1 20 1 2 13 795 2565 36 31 91.921364 OL 5 1 20 1 2 14 690 2565 77 31 44.409058 SQVA 5 1 20 1 2 15 586 2564 80 32 0.000000 N39G 5 1 20 1 2 16 502 2563 59 31 84.798676 SVH 5 1 20 1 2 17 334 2562 142 31 45.176853 LdNSLLV 5 1 20 1 2 18 271 2561 37 31 96.604111 ON 4 1 20 1 3 0 260 2506 2018 52 -1 5 1 20 1 3 1 2112 2510 166 32 0.000000 C3UNSVIN 5 1 20 1 3 2 2030 2510 55 31 12.265959 JYY 5 1 20 1 3 3 1905 2509 100 32 42.029297 NKOHS 5 1 20 1 3 4 1779 2508 100 31 11.478262 S3NI7 5 1 20 1 3 5 1589 2506 164 33 0.000000 D1NLOa79 5 1 20 1 3 6 1506 2506 56 31 57.485855 Ty 5 1 20 1 3 7 1350 2527 59 31 52.172806 GNY 5 1 20 1 3 8 1084 2525 235 32 4.723511 *NOTLYANOINT 5 1 20 1 3 9 931 2524 122 31 42.525208 GYOIFY 5 1 20 1 3 10 825 2523 82 31 37.470840 NOUS 5 1 20 1 3 11 660 2522 140 32 4.269037 GALLOTd 5 1 20 1 3 12 556 2521 78 32 18.664646 JY3M 5 1 20 1 3 13 429 2520 101 32 51.343952 NMOHS 5 1 20 1 3 14 260 2519 142 32 12.369738 S739u¥d 4 1 20 1 4 0 262 2476 1145 40 -1 5 1 20 1 4 1 1352 2484 55 32 6.783457 TW SSIINN JSIMYFHLO ‘QSLON LTS L9PONd NAAT ASAYNS NOISIAIG TWYNLINOTYOY LNINGAONMNT & YSKOd LOTYLSTG BG _FAVA 1 GNV LNANLYVdd0 “O°] YIGNNN —_O8SLIPEL 3419S SIN 1100 WE SL aH gS Alle, Stal Id, ILS LNADY = WE SNYL LAFHS t4ZIS tX,S°8 ab ¥ WVHIUOD_:NAVUC ENOISIAIY 0 LSVG 27t NOITLOAS GL C4Y0SH9 =AG AVHIYOD WAND *d4THO Zt] **s aG¢°uY :3LVG GzZ02-60-10 NSV 01314; -4LVd 69°8 €9°12-HLNOS LSV43 // // EXHIBIT A @ APN: 303-52-988 NORTH CENTER 1/4 CORNER i | EAST 174 CORNER OF SECTION 15 QF SECTION 15 FND REBAR EY 18/R/W FND BRASS CAP POINT OF COMMENCEMENT IN HAND HOLE ls.col 1 p---. N88°53'15"E 2625.57'(M) (BASIS OF BEARINGS) | | _! POINT OF APPLEBY ROAD ta BEGINNING 7 | aw! _t 0 Ry ; | mA | | z = L4 | = x= APN: 303-41-012D LINE TABLE LINE | BEARING DISTANCE Li | NoO'43'13"W 18.00’ L2 | N@8°53"15"E 8.00" 13 | $00°43"43"E 43.00" L4 | $88°53°15"W 8.00" L5 | NOO'43°13°W 25.00’ SALT RIVER PROJECT =a AGRICULTURAL IMPROVEMENT & POWER DISTRICT YATE PRN DEPAMANENY Cee pee ae cUS UE CENTER POINTE AGENT: BALTRUS SHEET SIZE: 8.5 x11 PKWY & IRIS PL STLT DRAWN: GOREHAM REVISION: 0 EAST 172 SECTION 15 CHECKED BY: GOREHAM CREW CHIEF: T.2 Seo RLS E DATE: 01-09-2025 ASM FIELD DATE: 8.69 SOUTH-27.63 EAST