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cr20_0022
( 0 P NF= P FI= r 0 R® Agency Index C R190252 Document Number 2020 - 002.2 City of. Cathedral Ci!y County of RIVERSIDE , California Brief Legal Description Lot 7, Terace Heights, MB 27/86; Portion of Section 4, T5S, R5E, SBB&M CORNER TYPE COORDINATES (Optional) N. E. I ❑ Government Comer ❑ Control Elevation XIIj ❑ Meander Property Units ❑ Metric ❑ U.S. Survey Foot �j ' ❑ Rancho ❑ Other Horizontal Datum l Zone Epoch Date Date of Survey 3/20/19 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: [X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Comer/ © Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Q Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q See sheet #2 for description(s): SEE BACKSIDE This Corner Record the Professional Signed SURVEYOR'S STATEMENT by me gr yynder my direction in conformance with Act GW_ 11f March 10, 2019 P.L.S. or R.C.E.No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received %ZZyf 6 7627 and examined and filed if Z�/ZiIZ� Signed �„ ,�/„� c� P.L.S. ori. No. 1100/7 Title County Surveyor's Comment BPELSG-2616 Page 1 oft / \o�p,L IANC 55 gi EVEN G -p No. 7627' Document Number -2-0 20 — 00 22- A encs+ index � X190252" ,: 0 INDICATES SET REBV WITH PLUG STAMPED, 1S 7627" OR UNLESS OTHERWISE NOTED. RECORD DATA SHOWN PER MB 27/86 UNLESS OTHERWISE NOTED 0 INDICATES FD I' IP W/ PLUG AND TAG ILLEGIBLE, FLUSH. ACCEPTED AS ROAD INTERSECTION RECORD DATA SHOWN PER MB 27/86 AND CR12-0066 BASIS BASIS OF BEARING 2 Ln I I i I. SEARCHED AND FOUND NOTHING AT ALL ✓` — — I N8952'00'E 89.36' PROPERTY CORNERS UNLESS TERRACE HEIGHTS I 4 I MB 27/86 2 ALL BEARINGS AND DISTANCES ARE W rn RECORDED AND MEASURED OR y, g LOT 7 CALCULATED PER MB 27/86. En b4 I y I g SET TAG ON TOP OF WALL ' STAMPED, IS 7627' 5690200V 89.36 4. MOUNTAIN VIEW ROAD iQ 1, _ 119 20' 417.44' BASIS BASIS OF BEARING Ln I. SEARCHED AND FOUND NOTHING AT ALL !' PROPERTY CORNERS UNLESS OTHERWISE NOTED. 2 ALL BEARINGS AND DISTANCES ARE W RECORDED AND MEASURED OR --� V CALCULATED PER MB 27/86. En b4 13PELSG-2016 Page 2 of 2 �S-