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ORDINANCE NO. 5098 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CHANDLER, ARIZONA GRANTING A NON-EXCLUSIVE UNDERGROUND HIGH VOLTAGE POWER EASEMENT TO SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER DISTRICT IN CONSIDERATION FOR THE PAYMENT OF EIGHTEEN THOUSAND FIVE HUNDRED AND NO/100THS DOLLARS ($18,500.00), BY AMAZON, TO ACCOMMODATE THE INSTALLATION OF ELECTRIC VEHICLE CHARGING STATIONS ON THE AMAZON SITE AT 3405 S. MCQUEEN ROAD, CHANDLER, ARIZONA. WHEREAS, Amazon is adding electric vehicle charging stations to its site located at 3405 S. McQueen Road in Chandler, Arizona; and WHEREAS, in order to accommodate the installation and these vehicle charging stations, Salt River Project Agricultural and Power District (“SRP”) requires a Non-Exclusive Underground High Voltage Power Easement in order to provide additional electrical capacity to the Amazon site; and WHEREAS, the City of Chandler is willing to grant the non-exclusive High Voltage Power Easement to SRP, in consideration of the payment of Eighteen Thousand Five Hundred and no/100ths Dollars ($18,500.00), to accommodate this improvement to the Amazon site. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Chandler, Arizona, as follows: Section 1. That the City Council of the City of Chandler, Arizona, in consideration of the payment of Eighteen Thousand Five Hundred and no/100ths Dollars ($18,500.00), authorizes and approves the granting of a non-exclusive Underground High Voltage Power Easement to SRP, under and across that certain property legally described and depicted in Exhibit “A” attached hereto and made a part hereof by this reference. Section 2. That the granting of said non-exclusive utility easement shall be in a form approved by the City Attorney 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. INTRODUCED AND TENTATIVELY APPROVED by the City Council of the City of Chandler, Arizona, this day of 2024. ATTEST: CITY CLERK MAYOR Ordinance No. 5098 Page 2 PASSED AND ADOPTED by the Mayor and City Council of the City of Chandler, Arizona, this day of , 2024. ATTEST: CITY CLERK MAYOR CERTIFICATION I HEREBY CERTIFY that the above and foregoing Ordinance No. 5098 was duly passed and adopted by the City Council of the City of Chandler, Arizona, at a regular meeting held on the day of , 2024, and that a quorum was present thereat. CITY CLERK APPROVED AS TO FORM CITY ATTORNEY 4 Published in the Arizona Republic on: EXHIBIT “A” Legal Description EXHIBIT ”A” SRP JOB NUMBER: 13527218 DATE: 04-16-2024 SRP JOB NAME: AMAZON DPX7 EV PRIMARY METER PAGE: 1 OF 9 TTRRSS: 02S05E14 AN EASEMENT WITHIN A PARCEL OF LAND AS DESCRIBED IN DOCUMENT 2006-0626729 MARICOPA COUNTY RECORDER (MCR) LOCATED IN THE NORTHWEST QUARTER OF SECTION 14, 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 NORTHWEST CORNER OF SAID SECTION 14, BEING A BRASS CAP FLUSH, FROM WHICH THE NORTH QUARTER CORNER OF SAID SECTION 14, BEING A BRASS CAP FLUSH, BEARS NORTH 88 DEGREES 49 MINUTES 55 SECONDS EAST, A DISTANCE OF 2647.39 FEET (BASIS OF BEARINGS); THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 14, NORTH 88 DEGREES 49 MINUTES 55 SECONDS EAST, A DISTANCE OF 603.34 FEET TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE SOUTH 51 DEGREES 10 MINUTES 58 SECONDS EAST, A DISTANCE OF 124.50 FEET TO THE SOUTH LINE OF AN SALT RIVER PROJECT (SRP) EASEMENT AS DESCRIBED IN DOCUMENT 2011-0448954 MCR AND THE POINT OF BEGINNING; THENCE ALONG THE SOUTH LINE OF SAID SRP EASEMENT, NORTH 88 DEGREES 49 MINUTES 55 SECONDS EAST, A DISTANCE OF 8.00 FEET TO THE NORTHWEST CORNER OF AN 8.00 FOOT SRP EASEMENT AS DESCRIBED IN DOCUMENT 2011-0448956 MCR; THENCE ALONG THE WESTERLY LIMITS OF SAID SRP EASEMENT, SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 28.51 FEET; THENCE ALONG THE SOUTHERLY LIMITS OF SAID SRP EASEMENT, NORTH 88 DEGREES 49 MINUTES 55 SECONDS EAST, A DISTANCE OF 8.00 FEET; THENCE SOUTH 39 DEGREES 35 MINUTES 14 SECONDS WEST, A DISTANCE OF 12.25 FEET; THENCE SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 62.45 FEET; THENCE NORTH 88 DEGREES 50 MINUTES 03 SECONDS EAST, A DISTANCE OF 86.00 FEET; THENCE SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 8.00 FEET; THENCE SOUTH 88 DEGREES 50 MINUTES 03 SECONDS WEST, A DISTANCE OF 86.00 FEET; THENCE SOUTH 01 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 34.03 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY, AND HAVING A RADIUS OF 350.00 FEET; EXHIBIT ”A” SRP JOB NUMBER: 73527218 DATE: 04-16-2024 SRP JOB NAME: AMAZON DPX7 EV PRIMARY METER PAGE: 2 OF 9 TTRRSS: 02S05E14 THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 52 DEGREES 59 MINUTES 00 SECONDS, AN ARC LENGTH OF 323.66 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 470.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 10 DEGREES 25 MINUTES 03 SECONDS, FOR AN ARC LENGTH OF 85.46 FEET; THENCE SOUTH 49 DEGREES 05 MINUTES 16 SECONDS EAST, A DISTANCE OF 86.00 FEET; THENCE SOUTH 40 DEGREES 54 MINUTES 44 SECONDS WEST, A DISTANCE OF 8,00 FEET; THENCE NORTH 49 DEGREES 05 MINUTES 16 SECONDS WEST, A DISTANCE OF 6.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 390.00 FEET WHICH BEARS SOUTH 49 DEGREES 40 MINUTES 31 SECONDS EAST; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 41 DEGREES 34 MINUTES 37 SECONDS, FOR AN ARC LENGTH OF 283.01 FEET; THENCE SOUTH 01 DEGREES 15 MINUTES 09 SECONDS EAST, A DISTANCE OF 6.88 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL; THENCE ALONG SAID SOUTHERLY BOUNDARY, SOUTH 88 DEGREES 45 MINUTES 09 SECONDS WEST, A DISTANCE OF 8.00 FEET; THENCE NORTH 01 DEGREES 15 MINUTES 09 SECONDS WEST, A DISTANCE OF 6.88 FEET TO THE BEGINNING OF CURVE, CONCAVE EASTERLY, AND HAVING A RADIUS OF 398.00 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 41 DEGREES 35 MINUTES 20 SECONDS, FOR AN ARC LENGTH OF 288.89 FEET; THENCE NORTH 49 DEGREES 05 MINUTES 16 SECONDS WEST, A DISTANCE OF 80.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, AND HAVING A RADIUS OF 478.00 FEET WHICH BEARS SOUTH 49 DEGREES 34 MINUTES 31 SECONDS EAST; : ‘ THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 11 DEGREES 23 MINUTES 05 SECONDS, FOR AN ARC LENGTH OF 94.98 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHWESTERLY, AND HAVING A RADIUS OF 342.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 52 DEGREES 59 MINUTES 00 SECONDS, FOR AN ARC LENGTH OF 316.26 FEET; EXHIBIT ”A” SRP JOB NUMBER: T3527218 DATE: 04-16-2024 SRP JOB NAME: AMAZON DPX7 EV PRIMARY METER PAGE: 3 OF 9 TTRRSS: 02S05E14 THENCE NORTH 01 DEGREES 09 MINUTES 57 SECONDS WEST, A DISTANCE OF 142.27 FEET TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS AN AREA OF 8207.80 SQUARE FEET, OR 0.20 ACRE, MORE OR LESS. END OF DESCRIPTION EXHIBIT // // A QUEEN CREEK ROAD nis i ne | i LC] LEGEND | SITE on SECTION AND CENTERLINE aI ig PROPERTY LINE 3 | | | fe LIMITS OF EASEMENT Zi... _f44).—-— -—.- a tal s) i a po EXISTING EASEMENT ol : 3 =: | lo | fe ne TIE LINE | 4 SECTION CORNER AS NOTED |. es 4 OCOTILLIO ROAD VICINITY MAP (NTS) 12S, RSE GASRM ABBREVIATION TABLE APN ASSESSOR'S PARCEL NUMBER LVI LAST VISUAL INSPECTION (M) WE ASURED MCR MARICOPA COUNTY RECORDER NTS NOT TO SCALE SRP SALT RIVER PROJECT BASIS OF BEARINGS: BASED ON THE MARICOPA COUNTY LOW DISTORTION PROJECTION COGRDINATE SYSTEM. CAUTION THE EASEMENT LOCATION AS HEREON DELINEATED MAY CONTAIN HI IS HEREBY GIVEN THAT THE LOCATION OF UNDERGROUND ELECTR VERIFIED AS REQUIRED BY ARIZONA REVISED STATUTES, SECTION GH VOLTAGE ELECTRICAL EQUIPMENT, NOTICE ICAL CONDUCTORS OR FACILITIES MUST BE 40-380.21, ET. SEQ.. ARIZONA BLUE STAKE LAW, PRIOR TO ANY EXCAVATION. NOTES THIS EXHIBIT IS INTENDED TO ACCOMPANY AN EASEMENT. ALL PARCELS SHOWN WERE PLOTTED FROM RECORD INFORMATION. AND NO ATTEMPT HAS BEEN MADE TO VERIFY THE LOCATION OF ANY BOUNDARIES SHOWN. THIS IS NOT AN ARIZONA BOUNDARY SURVEY. ALL ELECTRIC LINES SHOWN ARE MEASURED TO THE WINDOW OF THE EQUIPMENT PAD UNLESS OTHERWISE NOTED. SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT & POWER DISTRICT SWZ SURVEY DIVISION LAND DEPARTMENT 1.0. NUMBER: 13527218 SCALE: NTS Lid. NUMBER: 97686 SHEET: 4 OF 9 AGENT: BALTRUS SHEET SIZE: 8.5"x11" DRAWN: TODARO REVISION: 0 CHECKED BY: GOREHAM CREW CHIEF: PETERSON DATE: 04-16-2024 JEP|FIELD DATE: 03-15-2024 AMAZON DPX? EV PRIMARY METER NW 174 SECTION 14 T.2 S.. R.5 E. 8.1 SOUTH 28.1 EAST EXHIBIT NORTHWEST CORNER SECTION 14 FND BRASS CAP FLUSH // // A NORTH 1/4 CORNER SECTION 14 FOUND BRASS CAP FLUSH LVI: 11-17-2010 LVI: 05-22-2019 POINT OF COMMENCEMENT QUEEN CREEK ROAD N88°49°55"E 2647.39" (M) (BASIS OF BEARING) 4 a 603.34" Resctie) 120-58) ay her | JI 7" | SRP_EASEMENT ‘ IL 201 1-0448954 MCR | rm | jy | SEE DETAIL i ; SHEET 6 THRU 9 al (AIRPORT. BOULEVARD =: / CENTERL INE SI / al a / a 7 Sl , 3: | APN 3053-42-022C | PART O 2006-0626729 MCR () | | | ; 186-42" 853-10 oe N88°45'09"E 1137.75 NORTH LINE TABLE BEARING | DISTANCE Li $51°10'58"E | 124.50" | | | LINE | | | | SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT & POWER DISTRICT SN2F) SURVEY DIVISION LAND DEPARTMENT 1.0. NUMBER: 13527218 SCALE: NTS Lid. NUMBER: 97686 SHEET: 5 OF 9 AGENT: BALTRUS SHEET SIZE: 8.5'x11” DRAWN: TODARO REVISION: 0 CHECKED BY: GOREHAM CREW CHIEF: PETERSON DATE: 04-16-2024 JEP JFIELD DATE: 03-15-2024 AMAZON DPX? EV PRIMARY METER NW 174 SECTION 14 T.2 S.» R.5 E. 8.1 SOUTH 28.1 EAST EXHIBIT “A” N oa \Y Cp I ey) — j-———1 I. __ — — — — Ne / SRP EASEMENT point or secinninc/! | | 3011 0448554 MCR 1-4 | | SRP. EASEMENT | Ut” 2ort“oaaaese MCR 1 | % | VV ‘ I ( lg 1 | i= | 1 | 13 noteo9's7’w_ dh soteog’s7"e | 142.27 | | 62.45" | 3 (N) 1 | |= it 1 | | 11 \ , 1 | N88°50'03"E_ 86-00 I _____ I? NORTH if $88°50'03"W 86.00 Il $01°09'57"E 1 be 3493" | 1] | 1 | | LINE TABLE 1 | 40" LINE | BEARING | DISTANCE ly Li | $51°10'58E | 124.50’ RADIUS= 342.00' L2_| N@8°49°55"E | 8.00° DELTA= 52°59’ 00" I | snares 7 LENGTH= 316.26’ i L3_| sot*o9’57"E | 26.51 i L4_| N@8°49°55"E | 8.00 I I L5_ | $39°35'14"W | 12.25’ ! DOs ato L6 | $01°09°57"E | 8.00 1] CeNcTH= 323.66’ | i I J MATC) 7 ! SALT RIVER PROJECT SN2E SURVEY DIVISION AGRICULTURAL IMPROVEMENT & POWER DISTRICT LAND DEPARTMENT [.0. NUMBER: 13527218 SCALE: NTS L.J. NUMBER: 97686 SHEET: 6 OF 9 AMAZON DPX7 EV AGENT: BALTRUS SHEET SIZE: 8.5711" PRIMARY METER DRAWN: TODARO REVISION: 0 NW 174 SECTION 14 CHECKED BY: GOREHAM CREW CHIEF: PETERSON T.2 S.. R.5 E. DATE: 04-16-2024 JEP [FIELD DATE: 03-15-2024 8.1 SOUTH - 28.1 EAST EXHIBIT “A” M 7 pe ter 5 il i ii an // ‘ // ! i] / | / 1 / ii / / RADIUS= 350.00°/ ) / DELTA= 52°59’ 00" LENGTH= 323.66’ ‘ | RADIUS= 342..00' DELTA= 52°59'00” 77 LENGTH= 316.26" Sy / an f 77 & NORTH ky a, is 7 7 le L7 i 77 Se 47 / Y y J 47 o- ra A > / , , SALT RIVER PROJECT SNBPN SURVEY DIVISION aM: Teepe SE HAND DEP ARTMEN LJ NUMBER: 97686 SHEET: 7 OF 9 AMAZON DPX? EV AGENT: BALTRUS SHEET SIZE: 8.5°x11" PRIMARY METER DRAWN: TODARO REVISION: 0 NW 174 SECTION 14 CHECKED BY: GOREHAM CREW CHIEF: PETERSON T.2 S.. RO E. DATE: 04-16-2024 JEPIFIELD DATE: 03-15-2024 8.1 SOUTH - 28.1 EAST EXHIBIT // // A RADIUS= 342.00’ DELTA= 52°59’ 00" LENGTH= 316.26’ ve 4“ f RADIUS= 478.00’ “7 DELTA= 1192305" 47 LENGTH= 94.98’ OS? 7 7 RADIUS= 470.00’ aa CURVE. TABLE 7 7 \— DELTAS 10°25'03" 7 CURVE | RADIUS DELTA LENGTH re, LENGTH= 85.46° <9 ci_| 350.00" | 52°59'00" | 323.66" |” + <r | RADIUS= 398.00’ DELTA= 41°35'20" LENGTH= 288.89" / / / 4y / / 7 /yage05'16"W / 6.00' SD = ns Se RADIUS= 390.00", NORTH DELTA= 41°34'37” LENGTH= 283.01' SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT & POWER DISTRICT SN'2F SURVEY DIVISION LAND DEPARTMENT 1.0. NUMBER: 13527218 SCALE: NTS Lid. NUMBER: 97686 SHEET: 8 OF 9 AGENT: BALTRUS SHEET SIZE: 8.5"x11” DRAWN: TODARO REVISION: 0 CHECKED BY: GOREHAM CREW CHIEF: PETERSON DATE: 04-16-2024 JEPIFIELD DATE: 03-15-2024 AMAZON DPX? EV PRIMARY METER NW 174 SECTION 14 T.2 S.. ROE. 8.1 SOUTH 28.1 EAST // // A EXHIBIT LENGTH= 288.89’ / ! / il ‘ fon) [= x Ie 3 +O KR 1S '& s |= I 1 I raDius= 398.00° / / DELTA= cana / / / 7 RADIUS= 390.00' DELTA= 41°34'37" LENGTH= 283.01! NORTH LINE TABLE LINE BEARING DISTANCE L7_| $01°15'09"E 6.88" L8_ | $88°45'09"W 8.00’ L9__|_NO1°15'09"W 6.88" SALT RIVER PROJECT CAS%ES SURVEY DIVISION LAND DEPARTMENT AMAZON DPX7 EV AGRICULTURAL IMPROVEMENT & POWER DISTRICT T.0. NUMBER: 13527218 SCALE: NTS L.J. NUMBER: 97686 SHEET: 9 OF 9 AGENT: BALTRUS SHEET SIZE: 8.5°x11" PRIMARY METER DRAWN: TODARO REVISION: 0 NW 1/4 SECTION 14 CHECKED BY: GOREHAM CREW CHIEF: PETERSON T.2 S.. R.5 E. DATE: 04-16-2024 JEP|FIELD DATE: 03-15-2024 8.1 SOUTH - 28.1 EAST