Loading...
cr23_0055CORNER RECORD Agency Index CR211493 Document Number 2023-a X55 City of Riverside County of Riverside California Brief Legal Description Lot 23 Of Tract No. 9991 MB 103/89-91; SEC. 24 & 25, T. 3 S., R. 6 W., S.B.M. CORNER TYPE COORDINATES (Optional) N. E. 241 ri Government Corner ri Control Elevation x ri Meander Property Units Metric ri U.S. Survey Foot ----------i----------- rj Rancho 17 Other Horizontal Datum 25 Zone Epoch Date Date of Survey August 25, 2022 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: El 8765(d) ® 8771 [] 8773 Other: Corner/ FK] Left as found ❑ Established ❑ Rebuilt Pre-Construction Monument: ❑ Found and tagged 0 Reestablished EIReferenced Post-Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: �✓ See sheet #2 for description(s): LAAfo SURVEYOR'S STATEMENTKROM�FsG� G This Corner Record was prepared by me or under my direction in conformance with Q m o the Professional Land Surveyors' Act on December 14, 2021 N . 9455 ;' .._ �' P.L.S. ,.� No. 9455 � � Signed Q. qrF OF CA COUNTY SURVEYOR'S STATEMENT This Corner Record was received November 28, 2022 and examined and filed January 17, 2023 Signed h P.L.S. ems,- .G.;= No Title Deputy County Surveyor County Surveyor's Comment BPELSG-2016 Page 1of2 9536 Document Number 2-0 23- I.F0F1VI)- Index CR211493 L2 QW d a a 3 ` — ti 4 rr g d' O O 1 APV.:136- 71 i O b v I oia iona'i Vin', CI L1 C� _ 6 _ l�fi^ATI a ��} "moo — N55°35n54� F 1235.30'' ,•.ii N55'35'00 690.03' (N55° 35' 00"E 690.00' RI)o (N55 -35'00"E 1235.40' R2+R3) aW,a�Wwa O WUaF�.0. �U�"� SURVEYOR'S NOTES:! 30' � Q w BEARING ARE BASED ON CENTERLINE I I O OF KA YJAY STREET BEING N5535'00"E SHOWN ON MAP OF TRACT No. 9991 o I SURVEYOR'S NOTES.• FILED IN M. B. 103.1089-091. RI = INDICATES RECORD DATA PER o I I TRACT. No. 9991 (M.B 1031089-091) 0o I R2 = INDICATE RECORD DATA PER w 2 TRACT 15555-1 (M.B 140134-36) w I R3 = INDICATE RECORD DATA PER 2 TRACT 15555-2 (M.B 153112-14) 2Ln Q ARC TABLE O W 2 No. DELTA RADIUS LENGHT NOTHING FOUND R O y W ESTABLISHED BYRECORD Cl 10°14'11° Toa r787 R&M U U Z, W BEARINGS AND DISTANCES C2 45°24'01" 70 .55.47 R&M O U O a FROM CLINT OF KAYJAY En U LINE TABLE STREET & VILLA FRANCA PER RI No, BEARING L ENGHT LI S45°20'499W 4L04' R&M N55° 35' 51"E 860.44'(N55 -35'00"E 860.37 RI) L2 N55°35'00"E 110.93' R&M CLEVELAND AVENUE 0 100 200 Feet SCALE: 1 "=100' BPELSG-2016 Page 2 of 2 6 O FDI"I.P,PLASTIC CAP L.S.3018 O SET NAIL & TAG, L.S., 11.69' FROM ACCEPTED AS CENTER LINE KAYJAY AC, PL PROD. ON CURB. STREET, PER Rl. 2 O SET NAIL & TAG, L.S., 9.53' FROM P.C, P.C. PROPERTYCORNER LATIMER LANE PL PROD. ON CURB. 1"x 18" I.P. OFFSET 1'x1' FROM AC, P.L. PROPERTYLINE _ OSET 3 TAGGED L.S. 9455, FLUSH. 9 FOUND MONUMENTAS NOTED 04 SE/ Px 18" LP. P.C„ TAGGED L.S. 9455, V SET 1" I.P. W/TAG "P.L.S 9455, FLUSH ��� FLUSH. UNLESS OTHERWISE NOTED ti M 2 O FD 1 REBAR, NO REF, %? O RECORD DATA PER RI. U � w ACCEPTED AS INTERSECTION a a w KAYJAY STREET & VILLAa U W ti FRANCA STREET, RESET WITH d ivi, , PLASTIC CAP L.S. 9455 L2 QW d a a 3 ` — ti 4 rr g d' O O 1 APV.:136- 71 i O b v I oia iona'i Vin', CI L1 C� _ 6 _ l�fi^ATI a ��} "moo — N55°35n54� F 1235.30'' ,•.ii N55'35'00 690.03' (N55° 35' 00"E 690.00' RI)o (N55 -35'00"E 1235.40' R2+R3) aW,a�Wwa O WUaF�.0. �U�"� SURVEYOR'S NOTES:! 30' � Q w BEARING ARE BASED ON CENTERLINE I I O OF KA YJAY STREET BEING N5535'00"E SHOWN ON MAP OF TRACT No. 9991 o I SURVEYOR'S NOTES.• FILED IN M. B. 103.1089-091. RI = INDICATES RECORD DATA PER o I I TRACT. No. 9991 (M.B 1031089-091) 0o I R2 = INDICATE RECORD DATA PER w 2 TRACT 15555-1 (M.B 140134-36) w I R3 = INDICATE RECORD DATA PER 2 TRACT 15555-2 (M.B 153112-14) 2Ln Q ARC TABLE O W 2 No. DELTA RADIUS LENGHT NOTHING FOUND R O y W ESTABLISHED BYRECORD Cl 10°14'11° Toa r787 R&M U U Z, W BEARINGS AND DISTANCES C2 45°24'01" 70 .55.47 R&M O U O a FROM CLINT OF KAYJAY En U LINE TABLE STREET & VILLA FRANCA PER RI No, BEARING L ENGHT LI S45°20'499W 4L04' R&M N55° 35' 51"E 860.44'(N55 -35'00"E 860.37 RI) L2 N55°35'00"E 110.93' R&M CLEVELAND AVENUE 0 100 200 Feet SCALE: 1 "=100' BPELSG-2016 Page 2 of 2