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cr25_0435CORNER RECORD City of RIVERSIDE County of Brief Legal Description Parcel 4, RS 36/84, within projE Agency Index CR21O098 Document Number X; ' ' 04 RIVERSIDE , California :ed Sec 26, T2S R5W SBM, Rancho Jurupa CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation E ❑ Meander ❑X Property Units ❑ Metric ❑X U.S. Survey Foot -2 �7 _ f ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date I Date of Survey January 21, 2021 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 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 7—Professional Land S eyors' Act on March 26 2025 Signed T�—or R.C.E. No. 5137 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 4/4/2 and examined and filed Signed P.L.S. or R.6..E. No. 8488 Title County Surveyor County Surveyor's Comment n L► NAL LA M Nps� a o No.8488 Z 70 * Exp. 12-31-26 9 OF CAS-\FO� BPELSG-2016 Page i of 2 Document Number Index CR210098 BASIS OF BEARINGS BOUNDARY RETRACEMENT SURVEY THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE PARCEL 4, RS 36/84 NORTHEASTERLY LINE OF PARCEL 4, HAVING A BEARING OF MONUMENT NOTES N09'28'20"W PER RECORD OF SURVEY 36/84. FD 1" I.P., PLS 5137, DN * INDICATES MONUMENT FOUND AS NOTED 0.40'. ACCEPTED AS � .6 9 6rt 0'47 PROPERTY CORNER PER INDICATES SET MONUMENT AS NOTED �t1 d0 ���`/- CR 15-0679 N % SURVEYOR'S NOTES ado, : rrn q 1 "=100' () INDICATES RECORD DATA PER RS 36/84 v D REMAINS OF tk m 'z o E [ ]INDICATES RECORD DATA PER MAP 3X3 HUB } ,_�'ss^ OF THE RANCHERIA DE PACHAPPA, REPLACED WITH MB 2/38 ' 1" I.P. PLS U3 5137, DN 0.40' FD 3 4" I.P. W PLUG, RCE 862 DN 1.30. ACCEPTED AS PROPERTY CORNER PER MB Cl L=181.00' (180.96') Al r.`y -ti r� 101 /12-13 & CR 15-0679 R=4000' (4000 ) r a p LOT 1 0=2'35'34" (2'35'38") ry ad l' TRACT NO. 11914, C2 L=142.71' (142.79') M.B. 101/12-13 R=3998' (3998') .? " n=2'02 43 (2'02 47" ) FD 3 4 I.P. W %'� FD 3 4 I.P. w PLUG, RCE WOOD PLUG, NO REF. 862 ❑N 2.50. ACCEPTED AS C3 L=38.20' (38.14") ACCEPTED AS PROP. z PROPERTY CORNER PER MB R=3998` (3998) COR. 101/12-13 & CR 15-0679 d=2'35'34" (0'32'51") � {��p57204h FD 1-1 4" I.P. OPEN, UP 50. ACCEPTED AS PROP. 9lY 1� COR. PER RS 36/84. SET PARCEL 4 ' ��Q. TAG"LS 5137" IN PIPE TAG, 4 4343w �n��s RS 3618 �� rNN FLUSH. NO REF. 1 ACCEPTED AS EC, >t� , NN � 1 TR 11914, MB 101 / °J n �tp 0 0 N0s 1 12-13 FD 2-12"X 3" HUB FD 1-1/4" I.P. w NNE � N TAG, ILLEG., DN 0.50'. � U- TAGGED LS 4343, NO � 1 REF. ACCEPTED AS ��u ACCEPTED AS PROP. PROP. CDR. PER RS CDR. PER RS 36/84 N7/ 98 15' 1 36/84 ,,��rq"�^ FD 1-1/4" I.P. W TAG N7l b`T'r2"Iy i FD 3 4" I.P. W 5b A)' UP 0.20'. NO {979, TAG, LS 4343, �y ^ ,� LS 4343, 8 , FLUSH. NO REF. 52WJ Z �,h REF. ACCEPTED AS {10 1 +� PROP. COR. PER RS {►Y� 7, J0' ACCEPTED AS PROP. FD 2-1 2"X 3" HUB ry� 36/84 Nil ? 0 COR. PER RS 36/84. TAGGED LS 4343, NO = 89'26'56"Er- REF. ACCEPTED AS 90 97' ;n e14� Os 98' m M PROP. COR. PER RS (91.52')[91 10'] —Ui.-. b p' N06'41'58 E` FD 1-1/4- I.P. W4 TAG, 36/84 (N$9'08'30"E)0 - ``l.���� ry (33.40') f P ry L5 4343, FLUSH. DID FD 1-1/4" I.P. W 3 "��, �� �y RECORD ANGLE i NOT ACCEPT. 0.09 TAG, LS 4343, LIP 'Cq o � OF (107'36'1$") f r. E'LY OF W'LY LINE OF 0.20'. NO REF. rn 0 ,�� PER RS 36/8 FRONTAGE RD. ACCEPTED .AS PROP. ; z �' !' `° S42'05'16"E 2.78' FROM COR. PER RS 36/84 �ry9'22,ti1"Ei 22. `�7�} POSITION EST. BY FD 3 4" I.P. W TAG Z '19"E 227. ( BEARING—BEARING '9"x� INTERSECTION. SET LS 4343, UP 0.20'. NO FD 1-1 4" I.P. W TAG SPIKE & WASHER PLS REF. ACCEPTED AS ES 4343. . NO 5137 PROP. COR. PER RS REF. ACCEPTED AS 36/84 PROP. COR. PER RS 36/84 BPELSG-2016 Page 2 of 2