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Home My WebLink AboutProperty #: P18-026 - 5/30/2018 WHEN RECORDED MAIL TO: SALT RIVER PROJECT Land Department/PAB400 P. O.Box 52025 Phoenix,Arizona 85072-2025 Q POWER DISTRIBUTION EASEMENT P 1 8-026 Maricopa County Agt.AL SEC. 16,TO2N,ROlE Job#T2212410/1111t5 8195 W C , e�,t1�i' CITY OF GLENDALE,an Arizona municipal corporation, hereinafter called Grantor, for and in consideration of the sum of One Dollar, and other valuable consideration,receipt of which is hereby acknowledged, does hereby grant and convey to SALT RIVER PROJECT AGRICULTURAL IMPROVEMENT AND POWER DISTRICT, an agricultural improvement district organized and existing under the laws of the State of Arizona,its agents, employees, contractors and permittees and its and their respective successors and assigns, hereinafter called the Grantee, a non-exclusive easement in, upon, over, under, across, through and along the lands hereinafter described(such lands hereinafter described being sometimes referred to herein as the "Easement Parcel") to construct, install, reconstruct, replace, remove, repair, operate and maintain underground electrical conductors, conduits, pipes, cables, vaults, pads, switching equipment, enclosures, manholes and transformers and all other appliances, appurtenances and fixtures (collectively "Facilities") for the transmission and distribution of electricity and for all other purposes connected therewith at such locations and elevations,in,upon, over,under,across,through and'along the Easement Parcel as Grantee may now or hereafter deem convenient or necessary from time to time,together with the light of ingress and egress to,from,across and along the Grantor's Property. The lands in, upon, over, under, across, through and along which this easement is granted are situated in the County of Maricopa,State of Arizona,and are more particularly described as: Grantor's Property: A portion of the Section 16, Township 2 :North, Range 1 East of the Gila and Salt River Meridian,Maricopa County,Arizona. Easement Parcel: Said easement being described as the "LIMITS OF EASEMENT" delineated on Exhibit"A" (CUS UW CONY 95T0 AVE EXTENSION-AESTHETICS, SRP Job No. T2212410), prepared by Salt River Project A.I. & Power District, dated 4/23/18,said Exhibit"A" attached hereto and made a part hereof. CAUTION: Facilities placed within the Easement Parcel may contain high voltage electrical equipment. Notice is hereby given that the location of underground electrical conductors or facilities must be verified as required by Arizona Revised Statutes,Section 40-360.21,et. seq.,Arizona Blue Stake Law,prior to any excavation, Grantor shall maintain a clear area that extends 3.00 feet from and around all edges of all transformer pads and other equipment pads, and a clear operational area that extends 12.00 feet immediately in front of all transformer and other equipment openings. No obstruction, trees, shrubs, fixtures or permanent structures shall be placed within said areas. Grantor shall not construct, install or place, or permit to be constructed, installed or placed any building or other structure,plant any trees,drill any well,store materials of any kind,or alter ground level by cut or fill,within the area of the Easement Parcel. Grantee shall have the right (but not the obligation) to trim, cut and clear away trees, brush or other vegetation on, the Easement Parcel whenever in its judgment the same shall be necessary for the convenient and safe exercise of the rights herein granted. By accepting this easement, Grantee agrees to restore the surface of the Easement Parcel upon completion of the initial installation and any subsequent construction, reconstruction, repair or maintenance work that may be required. In the event Grantee records a document to formally abandon the easement granted herein, all Grantee's tights hereunder shall cease, except the right to remove any and all property placed upon the Easement Parcel within a reasonable time subsequent to such abandonment. The covenants and agreements herein set forth shall extend and inure in favor and to the benefit of and shall be binding on the heirs,administrators,executors,personal representatives,legal representatives, successors(including successors in ownership and estate),assigns and lessees of the Grantor and Grantee. THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK IN WITNESS WHEREOF, CITY OF GLENDALE, an Arizona municipal corporation, has caused its name to be executed by its duly authorized representative(s), this gig. day of Mon ,2018. CITY OF GLENDALE, By Its C4A11SM 0-wrvrTr,;� APPROVED AS TO FORM: ATTEST: ego" w ad; ttomey -11r 'Clerk - a STATE OF ii-rizvm ) COUNTY OF VI (rya )ss The =o egoing ' sti pent was acknowledged beforeme this 30 day of , 2018, by -4�)I A . f�6�1 /�S as C1` � mk / #4/' , o THE CITY OF GLENDALE,an Arizona Municipal corporation of the State of Ari My Commission Expires: nrfwi 3i, p./9 1.9 (SA Notaty!"lv r bEANNE BURT �.. � NotaryPubiic.stateofkrizonta MARICOPACOUN1Y .,. 'My Commission Expires May 31,2019 Notary Stamp/Seal Note: This instrument is exempt from the real estate transfer fee and affidavit of legal value required under A.R.S. Sections 11-1132 and 11-1133 pursuant to the exemptions set forth in A.R.S.Sections 11-1134(A)(2)and(A)(3). Cimcge DATE:05/08/18 TTRRSS:2N1E16 LDWR NO:17-0598-NM JOB NAME:CUS UW 95"AVE EXTENSION-AESTHETICS TECH NAME:HICK PAGE:1 OF 3 TWO(2)EASEMENTS LOCATED IN SECTION 16,TOWNSHIP 2 NORTH,RANGE 1 EAST OF THE GILA AND SALT RIVER MERIDIAN,MARICOPA COUNTY,ARIZONA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: EASEMENT NO.1: COMMENCING AT THE CENTER QUARTER CORNER OF SAID SECTION 16,BEING A BRASS CAP FLUSH,FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 16,BEING A BRASS CAP IN HAND HOLE, BEARS SOUTH 88 DEGREES 14 MINUTES 16 SECONDS WEST,A DISTANCE OF 2655.28 FEET(BASIS OF BEARINGS); THENCE ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 16,SOUTH 00 DEGREES 37 MINUTES 07 SECONDS WEST,A DISTANCE OF 122.82 FEET TO THE POINT OF BEGINNING OF EASEMENT NO.1; THENCE SOUTH 00 DEGREES 37 MINUTES 07 SECONDS WEST,A DISTANCE OF 591.00 FEET; THENCE SOUTH 89 DEGREES 39 MINUTES 49 SECONDS WEST,A DISTANCE OF 40.01 FEET; THENCE NORTH 00 DEGREES 37 MINUTES 07 SECONDS EAST,A DISTANCE OF 8.00 FEET; THENCE NORTH 89 DEGREES 39 MINUTES 49 SECONDS EAST,A DISTANCE OF 32.00 FEET; THENCE NORTH 00 DEGREES 37 MINUTES 07 SECONDS EAST,A DISTANCE OF 581.30 FEET TO THE BEGINNING OF A CURVE,CONCAVE TO THE SOUTHWEST,HAVING A RADIUS OF 547.00 FEET, FROM WHICH THE RADIUS POINT BEARS SOUTH 64 DEGREES 44 MINUTES 13 SECONDS WEST; THENCE NORTHWESTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 03 DEGREES 25 MINUTES 33 SECONDS,AN ARC LENGTH OF 32,71 FEET TO THE EASTERLY LINE OF UNITED STATES BUREAU OF RECLAMATION BOUNDARY AS RECORDED IN 2002-0891213,MARICOPA COUNTY RECORDER(M.C.R.); THENCE ALONG SAID EAST LINE,NORTH 00 DEGREES 36 MINUTES 55 SECONDS EAST,A DISTANCE OF 15.99 FEET TO A CURVE,CONCAVE TO THE SOUTHWEST,HAVING A RADIUS OF 555.00 FEET,FROM WHICH A RADIAL LINE WHICH BEARS SOUTH 59 DEGREES 52 MINUTES 18 SECONDS WEST; THENCE SOUTHEASTERLY,ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 05 DEGREES 03 MINUTES 20 SECONDS,AN ARC LENGTH OF 48.97 FEET TO SAID POINT OF BEGINNING OF EASEMENT NO.1. SAID EASEMENT NO.1 CONTAINS AN AREA OF 5,304 SQUARE FEET OR 0.12 ACRES,MORE OR LESS. EASEMENT NO.2: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 16, BEING A BRASS CAP IN HAND HOLE,FROM WHICH THE CENTER QUARTER CORNER OF SAID SECTION 16,BEING A BRASS CAP FLUSH, BEARS NORTH 88 DEGREES 14 MINUTES 16 SECONDS EAST,A DISTANCE OF 2655.28 FEET(BASIS OF BEARINGS); THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16,NORTH 88 DEGREES 14 MINUTES 16 SECONDS EAST,A DISTANCE OF 2574.07 FEET TO THE POINT OF BEGINNING OF EASEMENT NO.2; THENCE NORTH 33 DEGREES 39 MINUTES 11 SECONDS WEST,A DISTANCE OF 19.56 FEET; THENCE SOUTH 56 DEGREES 20 MINUTES 49 SECONDS WEST,A DISTANCE OF 87.42 FEET; DATE:05/08/18 TTRRSS:2N1E16 LDWR NO:17-0598-NM JOB NAME:CUS UW 95"AVE EXTENSION-AESTHETICS TECH NAME:HICK PAGE:2 OF 3 THENCE NORTH 33 DEGREES 39 MINUTES 11 SECONDS WEST,A DISTANCE OF 8.00 FEET; THENCE NORTH 56 DEGREES 20 MINUTES 49 SECONDS EAST,A DISTANCE OF 87.42 FEET; THENCE NORTH 33 DEGREES 39 MINUTES 11 SECONDS WEST,A DISTANCE OF 60.85 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 451.00 FEET WHICH BEARS NORTH 70 DEGREES 29 MINUTES 55 SECONDS EAST; THENCE NORTHWESTERLY ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 13 DEGREES 08 MINUTES 06 SECONDS,AN ARC LENGTH OF 103.39 FEET; THENCE SOUTH 69 DEGREES 59 MINUTES 25 SECONDS WEST,A DISTANCE OF 102.02 FEET; THENCE NORTH 20 DEGREES 00 MINUTES 35 SECONDS WEST,A DISTANCE OF 8.00 FEET; THENCE NORTH 69 DEGREES 59 MINUTES 25 SECONDS EAST,A DISTANCE OF 102.02 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST,HAVING A RADIUS OF 451.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE,THROUGH A CENTRAL ANGLE OF 20 DEGREES 08 MINUTES 57 SECONDS,AN ARC LENGTH OF 158.60 FEET; THENCE NORTH 00 DEGREES 38 MINUTES 52 SECONDS EAST,A DISTANCE OF 14.36 FEET; THENCE NORTH 28 DEGREES 20 MINUTES 01 SECONDS WEST,A DISTANCE OF 4.13 FEET; THENCE NORTH 00 DEGREES 38 MINUTES 52 SECONDS EAST,A DISTANCE OF 128.79 FEET; THENCE SOUTH 89 DEGREES 21 MINUTES 08 SECONDS EAST,A DISTANCE OF 8.00 FEET THENCE SOUTH 00 DEGREES 38 MINUTES 53 SECONDS WEST,A DISTANCE OF 126.73 FEET; THENCE SOUTH 28 DEGREES 04 MINUTES 43 SECONDS EAST,A DISTANCE OF 4.16 FEET; THENCE SOUTH 00 DEGREES 38 MINUTES 52 SECONDS WEST,A DISTANCE OF 16.30 FEET TO THE BEGINNING OF A CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 443.00 FEET; THENCE SOUTHERLY,ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19 DEGREES 53 MINUTES 48 SECONDS, AN ARC LENGTH OF 153.84 FEET; THENCE NORTH 70 DEGREES 05 MINUTES 33 SECONDS EAST,A DISTANCE OF 6.27 FEET; THENCE SOUTH 21 DEGREES 06 MINUTES 06 SECONDS EAST,A DISTANCE OF 19.80 FEET; THENCE SOUTH 68 DEGREES 58 MINUTES 19 SECONDS WEST,A DISTANCE OF 6.47 FEET TO THE BEGINNING OF A CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 443.00 FEET, FROM WHICH THE RADIUS POINT BEARS NORTH 68 DEGREES 11 MINUTES 06 SECONDS EAST; THENCE SOUTHEASTERLY,ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11 DEGREES 50 MINUTES 16 SECONDS,AN ARC LENGTH OF 91.53 FEET; DATE:05/08/18 TTRRSS:2N1E16 LDWR NO:17-0598-NM JOB NAME:CUS UW 95TH AVE EXTENSION-AESTHETICS TECH NAME:HICK PAGE:3 OF 3 THENCE SOUTH 33 DEGREES 39 MINUTES 11 SECONDS EAST,A DISTANCE OF 30.13 FEET; THENCE NORTH 89 DEGREES 59 MINUTES 51 SECONDS EAST,A DISTANCE OF 87.37 FEET; • i THENCE SOUTH 00 DEGREES 38 MINUTES 40 SECONDS WEST,A DISTANCE OF 8.00 FEET TO THE WESTERLY LINE OF UNITED STATES OF AMERICA PROPERTY AS RECORDED IN 2016-0138367,MARICOPA COUNTY RECORDERS; THENCE SOUTH 89 DEGREES 59 MINUTES 51 SECONDS WEST,A DISTANCE OF 81.95 FEET; THENCE SOUTH 33 DEGREES 39 MINUTES 11 SECONDS EAST,A DISTANCE OF 53.64 FEET TO THE SOUTH LINE OF SAID SECTION 16; THENCE CONTINUING SOUTH 33 DEGREES 39 MINUTES 11 SECONDS EAST,A DISTANCE OF 56.62 FEET; THENCE SOUTH 33 DEGREES 35 MINUTES 25 SECONDS EAST,A DISTANCE OF 1.22 FEET TO THE WESTERLY LINE OF UNITED STATES OF AMERICA PROPERTY AS RECORDED IN 2002-0891213,MARICOPA COUNTY RECORDER OFFICE; THENCE ALONG SAID WEST LINE,SOUTH 00 DEGREES 36 MINUTES 55 SECONDS WEST,A DISTANCE OF 14.49 FEET; THENCE NORTH 32 DEGREES 57 MINUTES 53 SECONDS WEST,A DISTANCE OF 13.19 FEET; THENCE NORTH 33 DEGREES 39 MINUTES 11 SECONDS WEST,A DISTANCE OF 61.59 FEET TO SAID POINT OF BEGINNING OF EASEMENT NO.2. SAID EASEMENT NO.2 CONTAINS AN AREA OF 6,897 SQUARE FEET OR 0.15 ACRES,MORE OR LESS. THIS DOCUMENT DESCRIBES MULTIPLE EASEMENTS EACH INTERDEPENDENT ON THE OTHER AND SHOULD BE REPRODUCED IN ITS ENTIRETY. END OF DESCRIPTION �/ `\11_/ 1 48253 • KATIE rREHAM .., * 1,511. REGISTRATION EXP I RES t 09-30-20 EXHI3IT " A " BETHANY HOME ROAD �`''• ww,a s 1 j i Q 48253 3 I � KATIE ,�,, I 1,,, OORENAM 6. zI 1w q•; QI M1SSOURI� AVENUE 14 0 �,��so4A :u.S v I REGISTRATION ET09~I � EXPIRES: 3020SITE o,� jI I i LEGEND I_-_-_-_-_L_---_-_� — SECTION AND CENTERLINE CAMELBACK ROAD ----- VICINITY MAP (N.T.S, I PROPERTY LINE T2N RIE — EXISTING EASEMENT G&SRM ABBREVIATION TABLE %7 > LIMITS/ AREA OF SRP EASEMENT M.C.R. MARICOPA COUNTY RECORDER RLS REGISTERED LAND SURVEYOR 0 SECTION CORNER AS NOTED PUE PUBLIC UTILITY EASEMENT LVI LAST VISUAL INSPECTION N.T.S. NOT TO SCALE SRP SALT RIVER PROJECT U.S.B.O.R. UNITED STATES BUREAU OF RECLAMATION R/W RIGHT OF WAY CURVE TABLE BASIS OF BEARINGS: CURVE RADIUS DELTA LENGTH THE ARIZONA STATE PLANE COORDINATE Cl 547.00' 03°25'33" 32.71' SYSTEM, CENTRAL ZONE, NAD 83 DATUM. C2 555.00' 05°03'20" 48.97' UNDERGROUND ELECTRIC POWER LINE RIGHT-OF-WAY, MARICOPA COUNTY, ARIZONA CAUTION THE EASEMENT LOCATION AS HEREON DELINEATED MAY CONTAIN HIGH VOLTAGE ELECTRICAL EQUIPMENT, NOTICE IS HEREBY GIVEN THAT THE LOCATION OF UNDERGROUND ELECTRICAL CONDUCTORS OR FACILITIES MUST BE VERIFIED AS REQUIRED BY ARIZONA REVISED STATUTES, SECTION 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. SALT RIVER PROJECT ''',_,,_,__„_,Fee SURVEY DIVISION AGRICULTURAL IMPROVEMENT & POWER DISTRICT ,) LAND DEPARTMENT SRP LDWR NUMBER: 17-0598-NM SCALE: N.T.S. AMP/ 1.0. NUMBER:T2212410 SHEET: 1 OF 5 ' C U S UW C O N V 95TH A V E AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION-AESTHETIC S DRAWN: BH REVISION: 2 SECTION 16 . T 2 N-R 1 E CHECKED BY: c4o+2E'-tR, CREW CHIEF: McCAFFERY 2 . 3E - 9 . 5N DATE: 5/8/18 FIELD DATE: 10/6/17 • EXHI3IT " A " MATCH SHEET 3 / // o oc PROPOSED R/W PER PARCEL NO. 104-14-ODBC NORTH o a+ ti PENDERGAST ELEMENTARY 'r'j "' ,_ _ SCHOOL DISTRICT NO. 92 DETAIL 7 N N.T.S. c;) o M% M 40' CITY OF GLENDALE W a/ o ROADWAY =l z H 2004-1492701 , M.C.R. W 2016-0138367, M.C.R. L Q L3 8' SRP POWER J�jj///////y EXISTING R/W DISTRIBUTION L1 t; ' PER BOOK 989, EASEMENT PER -.I ti PAGE 18. M.C.R. 2002-0693474. M.C.R. ti. ' ;" "' . ] . - OSI o i- Q' M OI = O �' E--' a I in N '' I - I O• �1 • 1 LINE TABLE L -I LINE BEARING DISTANCE "' I L1 S8999'49"W 40.01' SOUTH QUARTER CORNER SECTION 16 L2 N00°37'07"E 8.00' FOUND BRASS CAP IN HAND HOLE LVI: 1/15/15�� , l3 N89°39'49"E 32.00' SALT RIVER PROJECT asp°ao SURVEY DIVISION AGRICULTURAL IMPROVEMENT & POWER DISTRICT E-A-NAll- LAND DEPARTMENT SRP LDWR NUMBER: 17-0598-NM SCALE: N.T.S. AMP/ 1.0. NUMBER:T2212410 SHEET: 2 OF 5 C U S UW C O N V 95TH A V E AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION-AESTHETIC S DRAWN: BH REVISION: 2 SECTION 16 . T2N-R1E CHECKED BY: GORE,HAm„ CREW CHIEF: McCAFFERY 2 . 3E - 9 . 5N DATE: 5/8/18 FIELD DATE: 10/6/17 EXHI3IT " A " MATCH SHEET 4 f . . 1 PROPPEROPARCEL \'` %R/WNO. 104-14-0010 0HOLD1NGS LAII NLOLC '1 NORTH 1PROPOSED PUE 2 DETAIL \1 �g NOR 104C1 4- 008C N.T.S. \ 1TA ` SCHOOLGDISTRIGAST �MEND . 92 \ sn \ ro \ %/i ` ti `\ ":4-- Lc, N •— 1 W PARCELED NO. 1044—R4-008C 16' U.S.B.O.R. 1 Q PENDERGAST ELEMENTARY 2002-0891213, A 3 SCHOOL DISTRICT NO. 92 M.C.R. I .• .0- ~O WIC 1:- % p M 12:OO e M M N Z y I . 14, al g MATCH SHEET 2 SALT RIVER PROJECT =,,A2421= SURVEY DIVISION AGRICULTURAL IMPROVEMENT & POWER DISTRICT /� I7 LAND DEPARTMENT SRP LDWR NUMBER: 17-0598—NM SCALE: N.T.S. AMP/ I.O. NUMBER:T2212410 SHEET: 3 OF 5 Gus UW C O N V 95TH A V E AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION-AESTHETICS DRAWN: BH REVISION; 2 SECTION 1 6 • T 2 N-R 1 E CHECKED BY: Owes—win, CREW CHIEF: McCAFFERY 2 . 3E - 9 . 5N DATE: 5/8/18 FIELD DATE: 10/6/17 EXHI3IT " A " MATCH SHEET 5 q t 102-14-273B W e�� °04 2017-0435785, iM v "Z::,-� H Z \ O<•P o / , _oo" M .C.R. W CNJ r- \• Off`:'! �`r�' BOOK PARCEPAGE 24, �� p0°�4 WEST QUARTER o_��_ // .�® N CENTER QUARTER CORNER FOUND BRASSON CAP6 �� o6�. //�� >> N89°59M.C.851"E cIP CORFOUNDNER EBRASS 16 IN HAND HOLE / CAP FLUSH LVI: 12/28/15,,,'' yv'v+, 87.37' LVI: 1/15/15 POINT OF,,' \ tr o' POINT OF_ COMMENCEMENT �', / Jam,S89°59'S1"W COMMENCEMENT EASEMENT NO. 2 N56°20'49"E `s" �/� s�� 81.95 POINT OF BEGINNING EASEMENT NO. 1 (BASIS OF BEARINGS) 87'42' 6, EASEMENT N0. 2 N88°14'16"E \� �" �MI$$UURI n � 2655.28' _ ,/��,� �' I -- — — — — - k-— V 2574.07' J sa�. J�,, 71.78 N33°39'11"W �� y`s01, 5. 4.14. 7 8.001-7 � '� •J, / 11-).',„_, I S56°2014911 \ '� �" L4 I PERPOSED PARCER/W L NO. 104-14-0010 -1g1087.42'16' U.S.B.O.R. \.N32°57'53"W' i �, I CARDINAL LAND 2002-0891213, M.C.R. \. 13.19 -' CO�, . I HOLDINGS II LLC POINT OF BEGINNING EASEMENT NO. 1 PROPOSED ,\� I ti N \ NOR/. 104-14-001P S��RCEL ° �p�,P�° \ /, I N CARDINAL LAND N00 36 55 E % PROPOSED PUE 2 \ HOLDINGS II LLC 15.99' \ PER PARCEL \ \ 000 PENDERGAST-008C \ \ c% \ ELEMENTARY \ I N'S '3$�� `� \ SCHOOL DISTRICT - NORTH \ 6Q°AA \. S6A°33 1a\' O°,% o \N0. 92 DETAIL \ S �p0 �P� \ N.T.S. \ \ n \ SEE SHEET 1 \ Q`'% o \ \ FOR CURVE TABLE \ o% a tri ti � o L 1 LINE TABLE \\ \ z Ø - LINE NBEARING DISTANCE \ \ O c 14 S33°3512511.22' \ \ %`1 L5 S0O°36'55"W 14.49' MATCH SHEET 3 SALT RIVER PROJECT £ E2 SURVEY DIVISION AGRICULTURAL. IMPROVEMENT S. POWER DISTRICT f) ' J7 LAND DEPARTMENT SRP LDWR NUMBER: 17-0598-NM SCALE: N.T.S. AMP/ 1.0. NUMBER:T2212410 SHEET: 4 OF 5 C U S UW C O N V 95TH A V E AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENSION-AESTHETIC S DRAWN: BH REVISION: 2 SECTION 16 . T2N-R1E CHECKED BY: 402EHAr. CREW CHIEF: McCAFFERY 2 . 3E - 9 . 5N DATE: 5/8/18 FIELD DATE: 10/6/17 S89°21'08"E E X H I 3 I T " A " MARSHALL 8.00' AVENUE S89°21'20"E V . 4(183.36'(TIE) `I W r .P-T,_7_, co- in o Z w LI) CO N � ° 102-14-273A SA FEE 11.. o S28°04143"E 2016-0138367, M.C.R. 4 v� 4.16' 41. SOD°38'52"W Il I 16.30' O i N^n cr N- mr W I, w ii 102-14-273B Z201 04385785 N Q t o0Q PARCEL B Q _ 11 N 1 0„13 :0,.: K 989, PAGE 24 i oo ��„'i' M.C.R. 1 ero % in " pNp °29150 1' ago N�O�AO,P� NORTH 'k �o°oy'33"� N N.T.S.L 6.23 E �� 529,9 INS v 1'F. I-= ,02�0�/�� S6S°yS 651,01\ °1,1°, c)..._,o z N69°y9 /��/02.OQ � 6•q� N �pO�P o1 4 0�/fig 25 `� 5. D=11°50116" R=443.00'„ Z N o_ o SS v'°G D-11 50 16 0 J,* \% o��;off L=91.53' �, \ o'er �9 MATCH SHEET 4 SALT RIVER PROJECT CS°0pi� SURVEY DIVISION AGRICULTURAL IMPROVEMENT & POWER DISTRICT r-A_ Iu- LAND DEPARTMENT SRP LDWR NUMBER: 17-0598-NM SCALE: N.T.S. AMP/ 1.0. NUMBER:T2212410 SHEET: 5 OF 5 CUS UW CONV 95TH AVE AGENT: LAURENCE SHEET SIZE: 8.5"x11" EXTENS ION—AESTHETICS DRAWN: BH REVISION: 2 SECTION 16 . T2N—R1E CHECKED BY: 4Oe E HR n, CREW CHIEF: McCAFFERY 2 . 3E — 9 . 5N DATE: 5/8/18 FIELD DATE: 10/6/17