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cr23_1215CORNER RECORD Agency Index CR220057 Document Number o20"3- City of NORCO County of RIVERSIDE , California Brief Legal Description SECTION 4, T3S, R6W, S.B.M. INTERSECTION OF MT. RUSHMORE DR. AND MT VERDE DR CORNER TYPE COORDINATES (Optional) N. E. i ❑ Government Corner ❑ Control Elevation a ❑ Meander ❑ Property Units ❑ Metric ❑ U.S. Survey Foot - T - ❑ Rancho Other � Horizontal Datum 1/30/2019 Zone Epoch Date Date of Survey 8/8/2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) 8771 ❑ 8773 ❑ Other. Corner/ ❑ Left as found ❑ 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: 0 See sheet #2 for description(s): SURVEYORS STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors'Act on Signed _ P.L.S. or -R: E. F No. 7752 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed fnz�rJL3 Signed ; d,/ P.L.S. or R -C --t. No. �eaj�7 Title Deputy County Surveyor County Surveyor's Comment BPELSG-2016 Page 1 of 2 • Mc __j r NO. 7752 * EXP. 12/31 /23 a No. 9017 /1 Exp, 09-•30-73 VV C. U/I/Glll IY UI/IUQI o" P✓ ' ••\+' t'1 CfIG /!/UCX VIIGGVVJ/ I \ WO t. I j On-�W Pz CO 00N00PZ G P��W 00 �i ���o U 61i� (jU)II VUk O JQ, O ZI � ��CL Oj F J Q. 4 OrtUO0U1 1� OU�OO WUO UZ�UU3 \ `" j�aC)ZU �00�� O tail-ua~2 �Um���F" O�W Z��� V�O °Q �\ Ufa ll C Lu Lai �Q(iZz2 peW�2O W —Ca vOiWo� UJ�j�ti ° �Z,QZ ok�WmZvd° 2pp9i �l`-rte. ��c��iao ZQZQ� 4r"\'Q: o \\ zo°Who 001 LJ Z, Q��a��� ���zo j I �\ •ojc�� W cl Q— OLC) Z 4 zt O>- L OOZjZ rzI UW 20 f OOWO� o� I�Ik� W z z zoo ^ O 2 4 O 2 0 41 0 O N [r cn 2 OU-IZcn I 0240 U L-iZk ® O �M E QO ,Q,- Q. 4 F, I W a O 1 3GH3A N c' UZ W UOQ UWCEZ) o'> k°oo ° WQ. ° +°pQ I Q, Ct IY>-'.t l �U(� cnz cc in �— zg co cnZkzW �CKv,���� I (8- I°JCLild3 LQ (0 W��Z QJW O�Li- �-�x ati� W ���44W 4�0�� 3 �N-k" v • SPELSG-2016 Page 2 of 2