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cr19_0327CORNER RECORD City of — County of Brief Legal Description __ PARCEL 4, PM 13952, P.M. 76/ CORNER TYPE Agency Index CR/9026+ Document Number ZOkR - 03Z� RIVERSIDE , California 79-80, APN 571-630-007, S. 26, T 7S, R 1 E N. ❑ Government Corner ❑ Control Elevation COORDINATES (Optional) E. ® Meander ❑X Properly Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum 2018 Zone Epoch Date Date of Survey December 27, 206 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 Monument: ❑ Found and tagged ❑ Established Reestablished ❑ Rebuilt ❑ Referenced ❑ Pre -Construction ® Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q See sheet #2 for description(s): D , SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with PI4. #�` the Professio Surveyors' Act o January 7. 2019 � ESI?!* i I 1t 9 . No. 8136 Signed P.L.S. or I -OF COUNTY COUNTY SURVEYOR'S STATEMENT This Corner Record was received +/15/Z0/9 and examined and filed 6/6 -'-rpI_ Signed P.L.S. r.e=E_;:o. Title ve County Surveyor's Comment SPELSG-2016 page 4 aft Document Number 201 R— D 3 Z 7 A-qencV I ndex ekt Q4 2 (N88'53'04"E) N88'58'08"E (62.77') 62.7r O' CURVE LENGTH RADIUS DELTA TANGENT Cl 169.87' 855.00' 11'23'01" 85.22' C2 284.66' 355.00' 4556'35" 150.48' C3 218.24' 445.00' 28'06'00" 111.36' C4 233.07' 420.00' 31'47'42" 119.62' SURVEYOR'S NOTES 0 FOM i" IP W/ TAG LS 4343 PER PM 76/79-80 ■ FOUND 3/4" IP W/ TAG LS 3962 PER PM 122/12-13 ■ FOUND 2" IP W/ CAP STAMPED 1/4. NO REF. ACCEPTED O SET I" IP W/ P P. LS 8136 FL SET NAIL & TAG LS 8136 FL ON BOULDER [ 3 RECORD DATA PER PM 76/79-80 BASIS OF BEARINGS IS N27'56'17"E ALONG THE WEST LINE OF PARCEL 4 PER PM 76/79-80 /�Ory11,1*F. h4r�I� hro 2ryry� SEL MAP 13952 PARCEL 4 47'54'E 752.07' 47'56"E 751.43') J P.M. 76/79-80 BPELSG-2016 Page 2 of ' U N 55' x w in n O n b w z 1 "=150' in n by z N N r 4 01 V X Q n in ro NN � ~ r vz Q �. P.M. 76/79-80 BPELSG-2016 Page 2 of