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cr19_0030
(� R E R RECORD Agency index CRI 80549 Cott' of Indio Brief Legal Description 75S, R7E, SBM Document Number Zo rq - oa 30 County of RIVERSIDE , California Parcel A, Record of Survey, RS 89/31-32; Portion of NE 1/4, Section 28, APN: 600-200-012 CORNER TYPE Government Corner❑ Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N. E. ❑ Elevation ❑X Units Metric [] U.S. Survey Foot ❑ ❑ Horizontal Datum Zone Epoch Date Date of Survey 9/19/18 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref:O 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found ❑ Established ❑ Rebuilt 0, Pre -Construction Monument: ❑ Found and tagged El Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑ See sheet #2 for description (s): SEE BACKSIDE This Corner the Profess! Signed SURVEYOR'S STATEMENT prepared by me or under my direction in conformance with October 9, 2018 P.L.S. No. 7627 COUNTY SURVEYOR'S STATEMENT This Corner Record was received. 10/1012018 and examined and filed 2/Z /tor 9 Signed P.L.S. orQ.Gi-E—No. Title UULV)P ,1 County Surveyor's Comment Pagel of 2 k- LAAi GSG' 1:4 S1 EVEN x No. 7627 4 �9�F OF CA 1�.NQ S� �, �,. f►li C�i�f,J Q � � © No. 8488 Exp. 12-31-20 _ Bccumant Number �O�INDICATES SET 1" IP W/ PLUG STAMPED, "LS 7627' FLUSH, UNLESS OTHERWISE NOTED. RECORD DATA SHOWN PER RS 89/31-32 • INDICATES FD NAIL w/ NO TAG FLUSH. ACCEPTED AS INTERSECTION IN LIEU OF I' IP W/ PLUG PER CR 110-0625 UNLESS OTHERWISE NOTED. Agency Index CR180549 DOROTHY LANE n " PECOSiPLACE u� A l� — — — — — — N89'S8 23 E 77R. — 5s'— — — — — — N89 N o a r d-� �I f SURVEY RECORD 5931-32 RS 0 e} PARCEL A APN : 600-200-012 DETAIL � N N7r7U=A o } I NOO'4153E 1.97' 13'07'11+ N89'54'50"W 241.17' 36.09 APN'01 o 600-200- I F► LkiW Z m •o Z � 0 0 0 �I " O 50' 111 20376 f PARCEL pM 12 Pri4-5 2 I I 1. SEARCHED AND FOUND NOTHING AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. 2. ALL BEARINGS AND DISTANCES ARE RECORDED AND MEASURED OR CALCULATED PER RS 89/31-32 l FD COPPER WELD, FLUSH ACCEPTED AS INTERSECTION IN LIEU OF RR SPIKE PER CR 108-0135 _ STATE HIGHWAY Cx. BPELSG-2016 Page 2 of 2 164 P`