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cr24_2272CORNER RECORD City of PERRIS Brief Legal Description X Agency Index CR240673 3 Document Number 2024-2272 County of Riverside N.E. Corner Sec. 5, T.5S., R.M., S.B.M. CORNER TYPE nGovernment Corner Q Control Meander Q Property Rancho❑X-' Other Date of Survey May 4, 2024 COORDINATES (Optional) N. E. Elevation If:3 , California Units © Metric © U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) XXJ, 8771 F-1 8773 0 Other: Corner/ ❑ Left as found Established ❑ Rebuilt r7j Pre -Construction Monument: ❑ Found and tagged Reestablished Referenced rX1 Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: �✓ See sheet #2 for description(s): SEE REVERSE SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surve rs' ct on March 28, 2024 Signed P.L.S. or-F.EE. No. 7673 COUNTY SURVEYOR'S STATEMENT This Corner Record was received OCTOBER 22 2024 and examined and filed NOVEMBER 15 2024 Signed P.L.S. or fih : . No. Title DEPUTY COUNTY SURVEYOR County Surveyor's Comment /gyp LAND SG� I/ 45 p�' E. ,I4y pL u z �4 J � ���P -£ OF CA► !0� a N No. 9459 Z 9459 * UP.9-30-26 sq� of CA�ZF��~� BPELSG-2016 Page 1 of2 FR. 5/8 REBAR W/PLASTIC PLUG LS7673 TIE SEE DETAIL "A" BELOW FD. REMNANT OF GRANITE STONE, NOTAG, DN. 0.30' 2.85' N'LY FROM SEC. LINE (2.93') PER MB 226/88-100 DESTROYED DURING CONSTRUCTION SET 1" IP LS7673 TAG DN 0.6 PER RS 164/75— 76 ACCEPTED AS N.E. SEC. 5 CLOSING CORNER �FD. 5/8 REBAR W/PLASTIC PLUG LS7673 TIE C R/W c/L ELLIS 758.40' TO S.W. COR. SEC. 33� 3782, 1885.30' TO S. 1 /4 5 4 . FD. 5/ W/PLASTIC PLUG LS7673 TIE LEGEND 0INDICATES SET MONUMENT AS NOTED 4 INDICATES FD REBAR W/ PP AS NOTED ( ) RECORD DATA PER MB 226/88-100 DETAIL '"A" FD. REMNANT OF GRANIT STONE DN.0.3'(SEE DESC. ABOVE) 2.85' (2.93') PER MB 226/88-100 N89'39'16"8 40' SECTION LINE I 4 Lo w C3 w 0 o w `n cli U 00 O W (D to N ♦ N r- U N.T.S. SECTION LINE --,,,,,,I lI— COR. SEC. 33 -� R/W Z , D. 5/8 REBAR W/PLASTIC PLUG LS7673 TIE w oN �a N� 1 SEC. LINE W N S E EST. BY REC. ANG. & PROP. 1"=40' DIST. PER RS 25/4-8 & C/L ELLIS RD. RS 164/75-76 40 0 40 N89'22'56"W 1885.30' N89'27'37"W 2643.70' SET NOTHING DATE:— 08/26/2024 ---