Loading...
cr25_0450CORNER RECORD Agency Index R 101L3�a Document Number City of CORONA County of RIVERSIDE , California Brief Legal Description PARCEL 1 RECORDED IN PARCEL MAP BOOK 9 PAGE 94 T4S x R6W CORNER TYPE Government Corner[] Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N E. ❑ Elevation Units Metric ❑ U.S. Survey Foot [I® ❑ Horizontal Datum Zone Vrt' IDt Epoch Date Date of Survey 08-11-20 a rca a um ❑Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref:21 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ x❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: 0 Found and tagged x❑ Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed. 0 See sheet #2 for description (s): LAND SURVEYOR'S STATEMENT Q This Corner Record was prepared by me or under my direction in conformance with s nN LANTH�ER ;U 02-10-21 ix No. LS 7259 the Professional Land Surveyors' t on 9 * � Signed �- _ 4-^' P.L.S or R.C.E. No. 7259 �F OF' CAQF� Np,l. COUNTY SURVEYOR'S STATEMENT LANp �y�o LA st,� This Corner Record was received 03/20/25 ��� and examined and filed No. 8488 � Exp.12-31-26 Signed P.L.S. o, R. No. 8488 �Q Title County Surveyor _ � OFCAO' County Surveyor's Comment BPELSG-2016 Pagel of 2 Document Number Olvac c4sx) BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE Agency Index CR210103 OF BEL AIR STREET WHICH BEARS 6 N24'27'35"E PER PMB 9/94. C LEGEND {� • - INDICATES FOUND MONUMENT AS NOTED 0 - INDICATES SET 1" I.P. LS 7259, FLUSH o SCALE: 1"=80' REFERENCES ✓ R1 - RECORD PER PMB 9/94 35152 � R2 - RECORD PER PMB 41/95 ABBREVIATIONS R - RADIUS A -DELTA L-LENGTH FD.- FOUND Qy l �N PAR. 1 REF.- REFERENCE @r4f Qy R&M- RECORD & MEASURED PMB PARCEL MAP BOOK 0 Q - v R 4) c g I.P.- IRON PIPE PAR.- PARCEL p ry o W �''' W'LY - WESTERLY 7 2 PMB 9/ 94 W o C( C- CALATED PAR.3 4 as49 PAR. 2 ESTABLISHMENT NOTES F �x A- INDICATES SET AT RECORD ANGLE 2 `' J & DISTANCE PER PMB 9/94. ® - INDICATES SET BY COMPASS RULE L N89'58'50"W 152.00' ADJUSTMENT. PAR. (N89'55'50'W 152,00' R1) 0 ® - INDICATES ESTABLISHED BY COMPASS RULE ADJUSTMENT. rFER g / g 4 Q co 41195 LINE & CURVE DATA 1 L1-N23'50'04"W 65.47"(N23-50'42"W 65.46'R1) ©-N78'28'15"E 47.39'(N78'34'42"E 47.45"R1) MONUMENT DESCRIPTION ©-N24'27'35"E 10.01'(N24'27'35"E 10.00'R2) 1Q FD. 3/4"I.P., NO TAG, FLUSH, NO REF. ACCEPTED AS THE SW CORNER ©-N16-22'31"E 60.28'(N16'25'30"E 60.27'R2 C) PARA PER PMB 9/94. SET TAG "LS.7259" IN PIPE. ©-N16'22'31"E 77.38'(N16'25'30"E 77.27'R1) FD iPER 1PMB 4i �95'L SETUTAG NOREF. 299 C NE PTpD AS THE SE CORNER PARC.3 ©Q 16 �838'(3'29'ff6"Ri)'25'30"E 17.00'R2 C) 03 FD. 3/4"I.P., NO TAG, FLUSH PER PMB 9/94. SET TAG "L.S.7259" IN PIPE. R=150.00'(Ri&M)L=9.12(R1&M) ® FD. 1"I.P. W/TAG "LS.4230", FLUSH PER PMB 41/95. O I POINTOF W/NAIL, FLUSH, PER PMB 9/4. PAR.3 PER PMB 9/94. SET TAG -CC LS.T7259"SIN THE WILY ANGLE ® FD. 1"I.P., NO TAG, FLUSH, NO REF. MONUMENT LIES N26'17'03"W 0.73' FROM CORNER. 70 FD. 3/4"I.P., NO TAG, FLUSH, PER PMB 41/95. SET TAG "L.S.7259" IN PIPE. BPELSG-2016 Page 2 of 2