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cr25_0584CORNER RECORD Agency Index CR240198 Document Number .56 — 0 S City of MENIFEE County of RIVERSIDE , California Brief Legal Description Lots 256 and 257, Tract 2257, PMB 42/15-21, SEC, 25, T5S, R4W, S.B.M. PLS Act Ref.: Corner/ Monument: CORNER TYPE COORDINATES (Optional) N. E Government Corner Control rj Elevation Meander 0 Property QX Units Metric ® U.S. Survey Foot Q Rancho Other ❑ Horizontal Datum Date of Survey 8765(d) Left as found Found and tagged Zone Epoch Date tember 25, 2023 Vertical Datum [� Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 E3 8771 8773 ® Other: El Established Rebuilt Pre -Construction 0 Reestablished Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: 0 See sheet #2 for description(s): All corners along right-of-way and the centerline of La Bertha Lane west of Hampshire Drive were searched for and nothing found. Used record data along the centerline and right-of-way of La Bertha Lane. Established rear corners of lots 256 and 257 using single proportion. 5�� LAND SURG SURVEYOR'S STATEMENT This Co eco prepared by me or under my direction in conformance with LEONARD C. FOWLER the Tess n Land yors' A on February 9, 2024 LS 7238 Signed P.L.S. or. No. 7238 +s� �4- OF CAL�FO� COUNTY SURVEYOR' TATEMENT This Corner Record was received 04/30/25 and examined and filed i Signed P.L.S. or Rre-f_ No. 8488 Title County Surveyor County Surveyor's Comment 4�L L+4Np� M'r O a No.8488 70 * Exp. 12-31-26 - OF BPELSG-2016 Page 1oll VVH4J11101 IL IY UI I WWI CIL/ or —to, — O S SURVEYOR'S NOTES THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF HAMPSHIRE DRIVE, BEING N 09°30-00 E, PER MB 42 / 15-21 0 FOUND MONUMENT AS NOTED O SET 1" I.P., LS 7238, FLUSH ( ) RECORD DATA PER MB 42 / 15-21 SP ESTABLISHED BY SINGLE PROPORTION Agency Inaex vnc--ry I vo CENTER OF CUL-DE-SAC 0 50 100 f SCALE: 1'=100' A I 254 ------------------ —�- 255ry ,ry^ �.4' r (N 89°40'29" E 18.00') N 00°13'24" W 275.45' -N 00°19-31" W (R) (N 00°19'31" W 276.24' ) -- -- - - - - - A=07°27'17" 256 07°074fi" E (R}`� R=325.00' L=42.29 } N 474Sa A=10°40'00'" E � + 218.52' 7r° N 04020-26 'L \ �(Ra R=325. 0' L=60.50' } (N 04°12'00" E 219.23' ) 257 SPA 2\ N 06°2729" E � 22,14" 1 3.33' rp�\ A-27°04'58" • (N 06° E 183 96' \ 275 274 \ R=325.00' } 3 ` ti L=153.62' 258 a-4� 271 1 N a� 9 a \\ 259 �P�1`►r �y`b 270� 269 A=35°22'44" R=300.' }�� CURVE DATA C MONUMENT NOTES L=185.2424' (A=45°1215" TOTAL CURVE FD 1" I.P., LS 6054, FLUSH, NO R=300=' L=236.69') FOR ROAD CIL REFERENCE, ACCEPTED AS A=45°12'15" TOTAL CURVE PROP COR LOTS 276 81277 z + R=325.00' L=256.4l') FOR RAW LINE © FD 2"X2", RE 2530, DN 02, PER g MB 42/15-21 ALL MONUMENTS ON CENTERLINE o +^ AND RIGHT-OF-WAY OF LA BERTHA © FD 2"X2", NO TAG, FLUSH,ACCEPTED AS NE PROP COR l LANE WERE MISSING EXCEPT WHERE LOT 259, PER MB 42/15-21 13 SHOWN. RECORD DATA WAS USED �W +o WESTERLY OF HAMPSHIRE DRIVE. QD FD 1" IP, RE 2530, DN 12, f ACCEPTED AS CIL INT PER + D MB 42/15-21 C� FD 1" IP, RE 2530, DN 1 2'. ACCEPTED AS CIL INT PER o - ( N 0g°30, F 0, MB 42/15-21 ` - �E 830.00' y ��. HAM �'SHlRE � - � FD 1" I.P., RE 2530, DN 1.3', OR ACCEPTED AS CENTERLINE INTERSECTION OF OHIO PLACE S %� AND HAMPSHIRE DRIVE PER �� MB 42 / 15-21 I o W �ip Page 2 of 2