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cr19_0123CORNER RECORD Agency Index Ceg LOUS 5(12 Document Number 20tq — 0l2 C-traf_ Community of Pine Cove County of Riverside , California Brief Legal Description Parcel 2, P.M. 23/30 (A.P.N. 559-231-020) CORNER TYPE COORDINATES (Optional) N. E. k Government Corner ® Control Elevation X Meander ®Property ®X Units Metric ® U.S. Survey Foot Other Rancho 111 � Horizontal Datum Zone Epoch Date Date of Survey July 20, 2018 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 N.E. 1/4 Sec. 11, T.5S., R.2E., S.B.M E] Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ED 8765(d) 178771 ® 8773 Other: Corner/ X❑ Left as found Established ❑X Rebuilt Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ® Post -Construction Narrative of corner 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 L d urve ars' Act on Auaust 7. 2018 Signed 4WwP.L.S. arR..e.E. No COUNTY SURVEYOR'S STATEMENT P.L.S. 8389 This Corner Record was received and examined sled;:: �3 Signed P.L.S. or�2-e. No. %fie /i Title r — i Cuv ,�/v- County Surveyor's Comment BPELSG-2016 Page fof2 LEE N. o ARNSON 8389 DF CA G. L91 ti. No. 7811 70 Exp 12-31-20 *� Document Number tag 0113 Agency Index Cil (--- ) DENOTES RECORD DATA PER P.M. 23/30. <---> DENOTES RECORD DATA PER R.S. 61/57. p DENOTES SET 1 " I.P. (O.D.) TAGGED P.L.S..8389, 3" up, UNLESS OTHERWISE NOTED. FD. REMAINS OF ORIG. 2" X 2" HUB. 4" DN. DROVE 1 " I.P. (O.D.) THRU REMAINS. 7 AGGED P,L.S. 8389. LEFT 2" UP. I 5 PARCEL 1 N. 8901 V32" W. (N. 89` 12'39'' W) r., FD. 3/4" I.P. (O.D.), TAGGED R.E. 392,2'' DN, PER P.M. 23/30, Riv. CO. COR. REC, 92-160. (R= 47.00') (83.21 ') 83.19' I — — `' �' (4.00 ) o O (') M O O ✓ _ 7 00) I ADILIs PT. (r) (A = 23°03'33") 1 NOTHING II (L = 18.92') P A NOTHING & MEAS. N f SET. �— l 'i'• O BPELSG-2016 Pad@ 2 o12 o O (') O 0 . m ,. N A ° N N 0) PARCEL, 2 Lr) LO Ld W 4 w W O 5 0m (R= 100.00') __� IL - - cr) (A = 17°36'02") 0 Q m m (L = 30.72') (25') o O 8c MEAS. _ _ mM_ j I 00 50.00 / O 'yam O OG' V 0 mv GAO t✓ tr l0 a- 0) U 0 N SET 3/4" I.P. (O.D.),O w FLUSH IN ASPHALT J DRIVE. TAGGED P.L.S. (S. 52`0 1 'OO" W. 20.86') 't - N O � U y. 1380 03'14" e• dui 0 7 ( S. 88°03'00" E.) -I U (88.70') Wll �-- ` ' 4 FLUSH IN PAVEMENT. FD. 3/4" I.P. (O.D.). — , TAGGED R.E. 392. 2" \ O DN. PER P,M. 23/30, 0 (� -.FD. 3/4" I.P. Rlv, Co. CoR. REC. 4 MEADOW ROAD (O.D.), TAGGED 92-160, R.E. 392,2" DN. IN PAVED ROADWAY PER O P.M. 23/30 . N R.S. 61/57,' RIv. CO. COR. REC. 92-160. BPELSG-2016 Pad@ 2 o12