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cr24_2276CORNER RECORD City of Brief Legal Description X ----------i----------- PERRIS Agency Index CR240673 7 OF 8 Document Number 2024-2276 County of Riverside N.E. Corner Sec. 5, T.5S., R.3W., S.B.M. . California CORNER TYPE COORDINATES (Optional) N. E. 0 Government Corner Control Elevation 11 Meander ® Property Units Q Metric U.S. Survey Foot _j Rancho 0 Other Horizontal Datum Zone Epoch Date Date of Survey May 4, 2024 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) X! 8771 08773 0 Other: Corner/ Left as found Established ❑ Rebuilt Pre -Construction Monument: Found and tagged Reestablished Ej Referenced ElPost-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 Su a rs' Act on March 28. 2024 e Signed P.L.S. or R.G.E. No. 7673 COUNTY SURVEYOR'S STATEMENT This Corner Record was received OCTOBE R 22 2024 and examined and tiled NOVEMBER 15 2024 Signed P.L.S. orTt'e�-E. No. Title DEPUTY COUNTY SURVEYOR County Surveyor's Comment 9459 1.ANp S� V E . JO �L u�� `so �A Z O N0. 673 �p siq�e OF CAL�F�4� 0 No. 9459 Z Exp. 9-30-26, CNV BPELSG-2016 Page 1 of2 REBAR, W/PLASTIC PLUG LS7673 TIE SEE DETAIL "A" BELOW FD. REMNANT OF GRANITE STONE, NO TAG, DN. 0.30' 2.85' N'LY FROM SEC. LINE (2.93) PER MB 226/88-100 SET 5/8 REBAR W/PLASTIC PLUG LS7673 TIE NO / R/W z�C/L ELLIS RD. �— 758.40' TO S.W. COR. SEC. 33 8 1885.30' TO S. 1 /4 COR. SEC. 33 —� to R/W W LS7 SET 5/8 REBAR L, i "' v ci LSET 5/8 REBAR W/PLASTIC PLUG LS7673 TIE W/PLASTIC PLUG LS7673 TIE Zo � c" n to O Uco LO U 04 LEGEND N f f ■ INDICATES FD. MONUMENT AS NOTED �-SEC. UNE �J 0INDICATES SET 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"= .40' SECTION LINE ~ 5 14 U-)l W W is w ,n 00�iow 1 CD i U SECTION LINE N I N.T.S. � I 01 E S 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'—i DATE:_ 08/26/2024