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cr17_0574C1jQ_q0q111_6 - CORNER RECORD Agency IndexDocument Number 257� City of LAKEVIEW AREA County of RIVERSIDE , California Brief Legal Description PARCEL 1, PM 37 / 11, SECTION 19, TWP 4 S., RNG 2 W., S.B.M. X CORNER TYPE COORDINATES (Optional) Government Corner Control Meander Property Rancho E] Other N. Elevation E. Units Metric U.S. Survey FootX Horizontal Datum Zone Epoch Date Date of Survey August 8, 2017 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: Z 8765(d) E] 8771 E18773 Other: Corner/ 0 Left as found FlEstablished 1-1 Rebuilt ElPre-Construction Monument: E]Found and tagged © Reestablished R Referenced El I Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: Q✓ See sheet #2 for description(s): Found sufficient control monuments and parcel corner monuments to re-establish the NW corner of Parcel 1 of PM 37 / 11 SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on August 28, 2017 L�G Signed MRO -e -i". P.L.S. or R.C.E. No. LS 5174 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 0 ~ a e (� and examined and filed Signed a... P.L.S. or R. .E. No. Title �l - County Surveyor's Comment BPELSG-2016 Page 1 of Document Number A enc Index FD. 1-112" I.P. & RIV. CO. TRANS. TAG OR T.B. P• SEARCHED AND FOUND NOTHING SET NAIL & TAG LS 5174 IN CONCI;ETE W \01 FOOTING OF 2" STEEL FENCE POST, DN. 0.8. W [12.50' R&M] FD. CONCRETE MONUMENT, 2 TH DN. 1.7' IN LIEU OF N & T STREET OVER GzONCRETE MONUMENT CO _v _ _ _ _ _ "' S 89037'40"E _ 3215.45' ((S 89-37'30"E 321_5.487) - _ _ x'1979.81' (1979.83) 1235.64' 1235.65' `� - --t S 89037'40"E I �� (S 89037'30"E) `�d'° PM F61 77 M 220.59' (220.74) sy o FD. 3/4" I. P. & PLUG PARCEL I PARCEL 2 W "RCFCD & WCD"NO I REFERENCE, ACCEP- 0 4 O o TED AS NE CORNER {— o PARCEL 1, PM 37 / 11 PARCEL I PARCEL 1 s PM57/40 (n cv� PM 37111 o Q q o PARCEL 3 z o FD. 1"I.P. & TAG PM57/40 LS 3259 DN. 0.8' f PER PM 26 r\ � l z cyq S 89°3556"E 659.85' (S 89°3645'E 659.96) FD. I" I,P. &TAG I ( PM 1102 1190 II I ~oma z LS 4230 DN. 0.7 PM 37 / 11 00� PER PM 102 / 90 I I N I "' I ( c) Lu ui uu LS 3365 DICT 10' PER PM 102'T 90 � _ APRICOT SCALE: 1 " = 200' AVENUE BASIS OF BEARINGS IS THE CENTER LINE OF NORTH DRIVE BEING "NORTH" PER MB 90 / 62-63. • INDICATES FOUND 1 "IRON PIPE TAGGED LS 3365, DN. 0.5' PER PM 37/ 11, UNLESS OTHERWISE NOTED. O INDICATES SEARCHED AND DUG DOWN 1.5' AND FOUND BROKEN BITS OF CONCRETE. ESTABLISHED AT RECORD DISTANCE FROM BELL AVE. SET 1 "I.P. & TAG LS 5174, FLUSH, UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER PM 37 / 11. ( ] INDICATES RECORD DATA PER MB 90162-63. BPELSG-2016 Page 2 of 2