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cr25_0512CORNER RECORD City of Brief Legal Descriptio n RIVERSIDE County of LOT 16. MB 36/8-9, IN SEC 3 Agency Index CR190408 Document Number a02S' DSj a - RIVERSIDE , California T2S. R5W. S.B.M.. APN: 190-092-009 CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation x ❑ Meander © Property Units ❑ Metric ❑ U.S. Survey Foot --------- 62------ - ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey May 7, 2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) 118771 ❑ 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: Q See sheet #2 for description(s): Monuments were found at the EC and Tract boundary on centerline of Soledad Drive per City tie sheet 11306.tif, a monument was found at the angle point in centerline of Soledad Drive and at the centerline intersection of Soledad Drive and Hillside Ave. Property corners were set at record distances per MB 36/8-9. 1" IP were set at the rear corners of Lot 16 and a nail & tag was set in top of curb at the prolongation of the side lot lines. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional JLa�nnd Surveyors' Act on October 28, 2019 Signed �Y tl +' • NaA - P.L.S. �Ilk No. 5306 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04//15/2J5 and examined and filed Signed f P.L.S. orb. No. 8488 Title County Surveyor County Surveyor's Comment LA lye p NO. 0 a- 5306 ap /ON}aL L4NpsG °� No.8488 �O * Exp. 12-31-26 � OF CA W- BPELSG-2016 Page 1 of DOCUMENT NUMBER r3C7r-- a J ` 68 r SF; -A ► -r 69 SFN i L2 1 jl SFN 1 f 9, 91 '� (RAO) N79'31'3GH Cl z 0 �y rn 16 vo C71 W V �'' p (N89' 19'45 E 122.75 1 1 "", SFN 5FN 1 I 17 36/ I Mg I I SFN SFN t ----------------- L/NE DATA BEARING LENGTH L 1 (N07'40'40 "W) (8.78) L2 (N79'31 '30 "E) 14.75' © (N89' 19'45 "E) 14.87' SURVEYOR'S NOTES: AGENCY INDEX CR190408 Q' O� 3 �r w�- IA � -e SF 1 �- rr 1 L1 1 15 1 2 I I 1 V] y 1 L r 9 ro 8 1 1 d I 14 ro 1 m 1 66- � 1 ' SOLEDAD DRIVE 4 CURVE DATA �(N89'21 '30 "E 837.00) IUS I LENGTH N89'21'30 E 837. 14' Q 00)(17.92) a J THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTER LINE OF SOLEDAD DRIVE _ AS SHOWN BY MAP ON FILE IN MB 36/8-9, BEING N07'40'40 "W. 1. Q INDICATES SET 1 " I.P. W/PLASTIC PLUG STAMPED LS 5306, FLUSH 2. ❑ INDICATES SET NAIL & TAG IN TOP OF CURB STAMPED LS5306 3. 10 INDICATES FD MONUMENT AS NOTED ,p " W 4. R 1 INDICATES RECORD DATA PER MB 3618-9 5. (__) INDICATES RECORD & MEASURED PER R 1 UNLESS OTHERWISE NOTED 6. SFN INDICATES SEARCHED FOUND NOTHING MONUMENT NOTES 1❑ FD 3/4 " IP DN. 0. 10' OPEN ACCEPTED AS EC PER R 1 & CITY TIE SHEET 11306. TIF ❑2 FD 314" IP DN. 0.10' TAG ILLEGIBLE ACCEPTED AS TRACT BNDRY PER R1 & CITY TIE SHEET 11306. TIF 3❑ FD 3/4" IP DN. 0.20' OPEN ACCEPTED AS ANGLE PT IN SOLEDAD DRIVE PER R1 ® FD 1" IP DN. 0.30' TAG ILLEGIBLE ACCEPTED AS CL INT OF SOLEDAD DR & HILLSIDE AVE PER R 1 DEL TA RAD C 1 (02'47'50') (367. PAGE 2 OF 2