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cr17_0433��"��^N��N�NN��0�� N"��������� Aoenuy|ndax / ����N��N������� N��N����,��N�[NJV ~ CORNER =" �~�~~ � ~ �~�~�~ -~ ~ ~~�' Document Number Qtyof County of RIVERISDE California Brief Legal Description LOT 57 OF RS 20/82, SEC 8 T3S, R6E SBM CORNER TYPE COORDINATES (]p8pnw|) N� E. Elevation Units Government Corner Control n Meander [-1 Property F�l Metric M U.S. Survey Foot ri Rancho Li umor L_] Horizontal Datum Zone ___Epoch Date Date of Survey May 11 2017 Vertical Datum F] Complies with Public Resources Code 858O01-8818 [-] Complies with Public Resources Code §§8890-8902 PLS Act Ref,: 8765(d) 11 8771 1:1 8773 ElOther: Corner/ N Left as found F] Established Rebuilt Pre -Construction Monument: F—1 Found and tagged 0 Reestablished [l Referenced [—1 Post -Construction Narrative of corner identified and monument asfound, set, reset, replaced, mremoved: R] See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared hymonrunder mydirection inconformance with PH ILL IP K. FOMOI OR the Professional 'Ad on June 5 2017 No. 7070 COUNTYSURVEYOR'S STATEMENT This Corner Record was received exam;inefdfiled 7 Signed . orWcm,_No. ^ Title County Surveyor's Comment 13m1 So -2016 Page 1*2 Document Number C) Z/3- Agency Index CR170329 BASIS OF BEARINGS: (N89'47'17"W 2635.82')M&R, [S89'47'00"E 2638.25'] _ 2306.33' 329.49'[329.78'] FD USGLO MONUMENT SET PK NAIL FD. USGLO MONUMENT PER RS 20/82, PM AND LARGE TAG PER RS 20/82, PM 93/69, PM 96/88-89, LS 7070 ON 72/93 & RS 133/15. RS 72/93, & RS SOUTHEASTERLY UP 1.2' IN A ROCK 133/15. UP 0.5'. FACE OF ROCK. MOUND. ACCEPTED ACCEPTED AS NW COR. AS N 1/4 COR. OF OF SEC. 8. SEC. 8. i SCALE 1 "= 100' FD. 3/4" I.P. WITH PLUG STAMPED LS7070 PER RS 133/15 LOT 57 RS 20/82 N89'47'03"W 329.68' (N89'46'55"W 329.69') [S89'46'42"E 329.97'] HILLTOP ROAD SURVEYOR'S NOTES Q INDICATES SET 1 " IRON PIPE WITH PLUG STAMPED LS7070. FLUSH UNLESS OTHERWISE NOTED. • INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER RS 133/15. [ ] INDICATES RECORD DATA PER RS 20/82. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N89'47'17"W BEING THE NORTH LINE OF THE NW 1/4 SEC. 8 PER RS 133/15. BPELSG-2016 Page 2 of 2 FD 2" I.P. WITH SQ. TAG STAMPED LS2661 PER RS 20/82, RS72/93, PM 80/13, PM 127/33-34, AND PM 128/89-90. UP 0.7' IN ROCK MOUND. ACCEPTED AS THE C 1/4 COR. OF SEC. 8. O.; j N O 00 r C; O c0 cr- "t N N M O O O if) O O O c0 O O Ou Z v 00 0)