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cr25_1815
CORNER RECORD Agency Index CR250429 Document Number City of RIVERSIDE County of RIVERSIDE , California Brief Legal Description NE'LY 206 FEET LOT 3 OF WRIGHT ACRES, MB 16 15 T.3S, R.5W, S.B.M. i �iVE 1/4, SEC 19 � PLS Act Ref.: CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander ❑X Property ❑ Rancho ❑ Other Date of Survey X❑ 8765(d) 10/06/2025 N. Elevation COORDINATES (Optional) E. 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 ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑X Left as found ❑X Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: X❑ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional d Su veeyorr's'' [A�ct�on %Q Signed �` lk ?-�L]I P.L.S. or1?.C. Q- COUNTY SURVEYOR'S STATEMENT L.S. 5390 This Corner Record was received ti 02 and examined and filed Signed P.L.S. orR 7&E. No. A Title 0 County Surveyor's Comment LAND 5��� 0 J LS 5390 tit OF 001_P� rev. MC�y��(U/,PNN CCU N. ►*I \ E Pol $381- 6 Xi BPELSG-2016 Page 1 oU Document Number • f W 1 11j - I Y)l V) Agency Index CR250429 MONUMENT MQ &9ASJ29M MOM SURVEY NOTES R1 FD 1 "IP & IS 5390" TAG, DN 0. 1' PER R1. THE BEARINGS SHOWN ON THIS SURVEY ARE 0 ID 1 "IP & IS 5390" TAG, FLUSH PER R1. BASED ON THE CENTERLINE OF CLEVELAND AVENUE FD 17IP, OPEN, ON 0.2' IN LIEU OF 1-1/41IP, ILLEG. TAG, BEING NORTH 56'00'00" EAST PER CR 10-1166.0_ FOUND MONUMENT AS NOTED. 03 DN 0.3' PER CR 99-207. LYING N56'0037"E 0.10' OF REC. POSITION. HELD FOR LINE. 0 - SET 1 "IP & "LS 5390" TAG. FLUSH FD 3/41IP, OPEN, ON 1.0' IN LIEU OF FORD AXLE PER (M) - MEASURED DATA ® WRIGHT ACRES, MB 16/15. LYING S24'40'09"W 0.14' FROM ( ) - INDICATES REC. DATA AS NOTED. REC. POSITION. R 1 - REC. DATA PER CR 10-1166 FD 3/4 IP, OPEN, UP 0.5' IN LIEU OF 1 "IP & "LS 4055" R2 - REC. OR CALC. DATA PER CR99-207 TAG, ON 0.1 ' PER R2. SET 1 IP & IS 5390" TAG, UP OX. R3 - REC. OR CALC. DATA PER MB 89/72-73 © FD PK & WASHER TAGGED "CITY OF RIVERSIDE", FLUSH IN R4 - REC. OR CALC. DATA PER MB 14/42 LIEU OF 3/87IP ON 0.5' PER TR.. NO. 91171, MB 93/86-87. EST. BY PRORATION PER R4 R5 -REC. OR CALC. DATA PER MB 16/15 1 2 EST. BY PRORATION PER R5 R6 - REC. OR CALC. PER RS 36/2 3 EST. BY PRORATION PER MB 15/12. SURVEY NOTES SNF - INDICATES SEARCHED NOTHING FOUND L1 N56'00'37 E 40.00'(M) (N55'59'29"E 40.00'R2) �Q L2 N33'5927"W 4.00'(M) N33'58'45"W 4.00'R3) 0 40 80 160 L3 (N56'00'00 E 15.00'R4&M) L4 N33'59' 11 "W 25.00' (N34'00'00 "W 25.00'R5) L5 N33'5927"W 15.00'(M) (N34'00'00"W 15.00'R5) 6 SNF SCALE: 1 " = 80' L6 N33-59-27-W 25.00' (N34'00'00"W 25.00'R5) L2 N56'01'08"E 1361.79'- J� VICTORIA AVENUE N i POR. OF LOTS 1-9 NW'LY HESS ARLINGTON HEIGHTS TRACT I a I COR. MB 74/42 N56'00'37"E 1361.97'(M) I a LOT 9 (N55'5929 E 1362.23'R2) (N56'00'00 E R4 R5) 1 J)4 ! a I vs 1261.97(M) (1282.23R2) (1282.00'R4) 4 L 640.99' (641.ODR4&R5) - L 1 548aa(48R5)(222.11' Lvr a L65 a (R5&M3 E 418.84' (N56'00'0041885'R5)N56'00'37 ^ ! LOTS 1 AND 2 - ;,� NE'LY WRIGHT ACRES o� � .t � 9 1 COR. MB 16/15 v� cv �: SW'LY PAR 2 a � `° 2 COR. 2 N5fi'0025'E 418.8B'� _ RV ! Q m a `� LOT 2 (N56'00'00E 418.85'R5&R6) W p vD (212.85'R6) (206.00'R6&M) m � -� 21Z86' � 2 a "vs d iz - PARCELS ,cny NE'LY 206' OF LOT 3 i� v i¢ ��, v I 4' I '� `- o 1 AND 2 �' WRIGHT ACRES +n SW'LY o RS 36/2 a n a MB 16/15 z ' COR. •. SW'LY v z 206' v v 2 LOT 9 2 COR. LOT 3 _ 206.00' .r a ,'a� 222.16 q ,� N56'00'19E 418,87' ;p z 222.15'R5 a ti .� ) ,n (N56'00'00E 418.85R5} o N N x m - `•`� NE'LY 206' OF LOTS 4-6 $ td Q vas �� WRIGHT ACRES 2 I `y ;� O � �i � J,403.89' MB 16/15 to (222.15 R5) (403.85 R5) 222.18' 212.�89'�(212.85 R6) 191.00' _ L5 2 - SW'L� SW'L}� 641.07' (641.00 R4) L3 1 0 1 COR. 2 COR. N56'00'00 E 1282.14' (N56'00'00 E 1282.00R4) - OF R5� 1 (N56'00'00 E 1362.15'R1&M) CLEVELANO AVENUE APN 239-060-014 BPELSG-2016 Page 2 of2