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cr23_2018CORNER RECORD Agency Index CR230989 Document Number ')0-23 - .2-019 City of WHITEWATER County of RIVERSIDE , California Brief Legal Description LOT 9 OF TRACT NO. 16651 MB 151 /88-93 CORNER TYPE COORDINATES (Optional) ® Government Corner 0 Control E N. E. Elevation ® Meander ®X Property Units ❑ Metric ®X U.S. Survey Foot 21 ® Rancho E] Other Horizontal Datum Zone Epoch Date X Date of Survey September 29, 2021 Vertical Datum T.3S.,R3E. SEC. 21 ❑ 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 gg ❑ Referenced X Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ❑✓ 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 Land Surve ors' Act on December 29, 2022 Signed P.L.S. orft.e•E. No. 7070 4�� COUNTY SURVEYOR'S STATEMENT This Corner Record was received December 13, 2023 and examined and filed Signed P.L.S. or R.C.E. No. Title Riverside County Surveyor County Surveyor's Comment �A ND -, 0 PHILLIP K. JFOMOTORNo. OF CA BPELSG-2016 Page 1 of2 Document Number -4,`-L3— -,Av 115 Agency Inaex uKZ3Uyt5u BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N1'41'27"E 1 BEING THE CENTERLINE OF FALLS CREEK ROAD PER MB 151/88_93. I N3'41'54"E 55.57' � O+ (N3'39'30"E 55.53IOT f 10 I rn MB 151 /88-93 ° j W N86'29'48"W 147.78' w cc W (S86'25'17"E 147.45') ^ N ' N5'42'33"E 25.30' N1'41'27"E 66.41' 16' •`} ca (N5'40'09"E 25.28') (N1'41'27"E 66.40') �� J N59'37'22"W 38.51' J Q 2 (S59'30' 1 5"E LOT 38.46') ( S 0 z � LL M B 151 /88 — 9.3 ��,9.9-'0, 42�3 m SCALE 1 "= 50' N20'05'8 �0 {�NN77'38 0 6' �'�s 98' 03a�'{R} (N 19'58' 10"W �64 S, 1 ` �(F2}}J 16, vi r 18.96') f 44 43 \ G m �4r LOT 8 F 3s \� 1 ��- ry /MB 151 /88-93 `.63. 1a Q SET NAIL AND TAG LS 7070 ry o ON CONCRETE DRIVEWAY.N +•q N64'51'43"W 20.00' 1 N88'37'07"W 12.98' (S88'18'33"E 13.00') SURVEYOR'S NOTES Q INDICATES SET 1 " IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. 0 INDICATES FOUND MONUMENT AS NOTED A INDICATES SET PK AND WASHER STAMPED LS7070 ON BOULDER OR FLUSH IN PAVEMENT. INDICATES RECORD DATA PER MB 151/88-93. MONUMENT NOTES 1 FD. 1 1/2" COPPER WELD STAMPED LS 4146 FLUSH PER MB 151/88-93. 2 FD. 2"X2" REDWOOD HUB TAG LS 4146 2 UP 0.3' PER MB 151/88-93. 3 FD. 2"X2" REDWOOD FLUSH NO TAG PER MB 151/88-93. SET TAG LS 7070. CURVE TABLE (RECORD) CURVE LENGTH RADIUS DELTA LENGTH RADIUS DELTA Cl 21.21' 43.00' 28'16'03" 21.21' 43.00' 28*16'03" 13.60' 20.00' 38'57'58" 13.59' 20.00' 38'56'33" C3 215.99' 43.03' 287'35'50" 215.79' 43.00' 287'31'48" C4 194.58' 43.00' 259*16'13" 194.58' 43.00' 259'15'45" C5 23.94' 20.00' 68'34'17" 23.94' 20.00' 68*35'15" BPELSG-2016 Page 2 of 2