Loading...
cr23_1620CORNER RECORD Agency Index CR220119 Document Number City of MENIFEE County of RIVERSIDE Brief Leaal Description LOT 17. MAP BOOK 42 PAGES 15-21 e a3-1&za , California CORNER TYPE COORDINATES (Optional) N. E. Government Corner ❑ Control ❑ Elevation X Meander ❑ Property ❑ Units Metric ❑ U.S. Survey Foot ❑ r-. Rancho ❑ Other ❑ Horizontal Datum Zone Epoch Date Date of Survey MARCH 2O22 Vertical Datum SEC 25 T5S, R4W ❑ Complies with Public Resources Code§§8801-8819 ❑ Complies with Public Resources Code§§8890-8902 PLS Act Ref.: X❑ 8765(d) ❑ 8771 ❑ 8773 ❑ Other. Comer/ © Left as found ❑ Established ❑ Rebuilt © Pre -Construction Monument: ❑ Found and tagged © Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: X❑ 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 La Surveyo ton MARCH 2O22 Signed P.L.S. or�.�.Eid� 8526 JUST ' L. DANKEL COUNTY SURVEYOR'S STATMENT This Corner Record was received September 5, 2023 and examined and filed q—o-- aA::!7 Signed P.L.S. or-R.@.E -No-.- Title County Surveyor County Surveyor's Comment 8488 LAND S� L. LS 8526 yt EXP. y� 12—J 1-24 Q k- LA L• at� No. 8488 1 @xp.12-31-24 W3 BPELSO-2016 Page 1 of 2 Document Number P�3- It,2o Agency Index CR220119 FD 1 INCH IRON PIPE PARTIALLY ILLEGIBLE 'XXE 253OX" z z 31 z DOWN 1.0 FOR CENTERLINE. 21 32� rn 20 o 33 FD 1 INCH IRON PIPE ILLEGIBLE �! N75' 18 4 0.00� DOWN 1. 1 FOR 1 �0 00' [ 12 . . CENTERLINE. 65.49) 1 HOLDING {O,4LG 34 1 A= 49'06'28 " R=300' L=257.13' (A= 49 °30'00 " 35 R=300' L=259. 18 ) / 2s BirVG 36 19 18 L 1 N00° 19'00 "W 42.00' RADIAL (N00°19'00"W 42.00) L2 N70`15'04'E 42.00' RADIAL (70` 15'04'E 42.00) Cl 6=70`34'04" R=42' L=51.73' (A=70'34'04" R=42' L=51.73) O = SET 1 INCH IRON PIPE WITH TAG LS 8526. FD 1.25 INCH OD m Oy IRON PIPE ILLEGIBLE, DOWN 0.4' FOR 14 CENTERLINE. orn �- FD 1 INCH IRON 2 15 PIPE OPEN, DOWN 0.7' FOR CENTERLINE. fv7j",FS _BicC) *SEE h'p��� S7r.7FCTjON 6y DETAIL *NOTE. rG �.�2 �6 26 E '� LEFT. POTENTIAL R 17 V ENCROACHMENT. 37'5sdol, �Q s� + MB 42115-21 .�� • p�,�' rs j Ire- �9J N20°3531'E 84.92' 1� 01 U sue• `�� �4'J (N20`21 '46'E 85.02 00 38 A=27`36'34" I C 3 ��8 R=300' S?73• 61) L= 144.56' �' 39 1 6234• (A=28°00'00" •� R=300y°4 n� L= 146.6l ') 40 I FD 1.5 INCH IRON PIPE RCE 22428, �� 43 DOWN 1.2' PER `�'� 44 `� N 0 o CR2J0278. 45 Qi 41 �� 25' o 42 O0 117 gg� (70.00' 69.88' % (70.00 ) 18.70'v�. �(18.90} B'ING-B'ING INTERSECTION NO MONUMENTS FOUND ON SUBDIVISION BOUNDARY. 46 1 " = 100, �-- — � y,��yP 5D•DO � B'lNG BEARING E AVENUE (50.00 N83`11'18 fiy 40I.01 (401.4g _ � FD 1' INCH IRON PIPE RCE 22428, FD 1 INCH IRON PIPE . I DOWN 0.6' PER RCE 22428, DOWN CR230278. 0.8' PER CR230278 FOR CL ANGLE POINT. f CALC CALCULATED CR CORNER RECORD FD FOUND PER MB 42115-21 UNLESS OTHERWISE NOTED OD OUTSIDE DIAMETER R RADIAL (XX) RECORD MB 42115-21 BPELSG-2016 Page 2 of 2