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cr17_0216CORNER RECORD Document Number /7 0 ?— Ig City of N/A County of RIVERSIDE , California Brief Legal Description THE EAST HALF OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5 TOGETHER WITH THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 6M 727-030-040 CORNER TYPE COORDINATES (Optional) Government Corner ❑ control ❑ N. Meander ❑ Property 0 E. Rancho Other ❑ Zone NAD27 ❑ NAD83 ❑ Date of Survey 03/02 01 7 NAD83 EPOCH Elev. SEC. 5 T.7S., R.9.E., SB. B. & M. vert. Datum: NGVD 2s ❑ NAVD88 ❑ (Include: Sec., 1tvp., Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑ Corner — Left as found.® Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: SEE PAGE 2 A description of the physical condition of the monument as found and as set or reset: SEE PAGE 2 This Corner Record was prepared by me or under my direction in conformance with the Land 17 or R.C.E. Number LS 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received �� �S^�/ and examined and filed ' / 7 _ Signed / — Deputy -County Surveyor County Surveyor's Page 1 of 2 Rev A (2/05) LANNDD Sjj�G / \ PHILLIP K. FOMOTOR No. 7070 sr Q 0 I�lu.lfil1 '� SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. ,i i L ® INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER RS 131/4-11. INDICATES CAL'C DATA PER RS 131/4-11. a BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO2'51'38"E BEING THE CENTERLINE OF JOHNSON STREET PER RS 131/4-11. FD. 1/2" I.P. OPEN DOWN 0.4' IN LIEU OF 5/8" IRON ROD DOWN 0.4' PER RS 131/4-11. ACCEPTED AS THE NW COR. OF THE EAST HALF OF THE SW1/4 OF THE SE1/4 SEC. 5. FD. 5/8" IRON ROD PER RS 17/29. FOUND 0.14' SL'Y OF THE NW COR. SE1/4 OF THE SEI/4 SEC. 5. n FD. 5/8" IRON ROD PER RS 17/29 AND RS 131/4-11. DOWN 1.8'. ACCEPTED AS THE NE COR. SE1/4 OF THE SEI/4 SEC. 5. SET 'I"X2" HUB AND TACK FLUSH. ® FD. i" I.P. TAGGED RCE 13191 PER RS 131/4-11. DOWN 0.2'. ACCEPTED AS THE SW COR. OF THE EAST HALF OF THE SWI/4 OF THE SEI/4 SEC. 5. a FD. 5/8" IRON ROD PER RS 17/29 AND RS 131/4-11. DOWN 0.1'. ACCEPTED AS THE SW COR. SE1/4 OF THE SEI/4 SEC. 5. © FD. 2X2 REDWOOD HUB OVER 2" BRASS CAP PER RS 131/4-11. ACCEPTED AS THE SOUTHEAST CORNER SECTION 5. Page 2 of 2 N89*52' J 12"E 1985.96' (N89°58'12"E 1985.82') [662.05'157CAL'C [1323.92'1M&CAL'C 2 0.14' W m W cs Si/2 SE 1 4 00 (d1 w S1�11/4 W SE1/4 Z N SE1/4 SEC.5 ui M SEC. 5 PP®�� + Z Mto Z N N L v 663.87' (663.99') 5 1327.75' (1327.64') 6 N89'®5�8'31"W 1991.63')M&R SCALE 1"=500' AVENUE 64 SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. ,i i L ® INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER RS 131/4-11. INDICATES CAL'C DATA PER RS 131/4-11. a BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO2'51'38"E BEING THE CENTERLINE OF JOHNSON STREET PER RS 131/4-11. FD. 1/2" I.P. OPEN DOWN 0.4' IN LIEU OF 5/8" IRON ROD DOWN 0.4' PER RS 131/4-11. ACCEPTED AS THE NW COR. OF THE EAST HALF OF THE SW1/4 OF THE SE1/4 SEC. 5. FD. 5/8" IRON ROD PER RS 17/29. FOUND 0.14' SL'Y OF THE NW COR. SE1/4 OF THE SEI/4 SEC. 5. n FD. 5/8" IRON ROD PER RS 17/29 AND RS 131/4-11. DOWN 1.8'. ACCEPTED AS THE NE COR. SE1/4 OF THE SEI/4 SEC. 5. SET 'I"X2" HUB AND TACK FLUSH. ® FD. i" I.P. TAGGED RCE 13191 PER RS 131/4-11. DOWN 0.2'. ACCEPTED AS THE SW COR. OF THE EAST HALF OF THE SWI/4 OF THE SEI/4 SEC. 5. a FD. 5/8" IRON ROD PER RS 17/29 AND RS 131/4-11. DOWN 0.1'. ACCEPTED AS THE SW COR. SE1/4 OF THE SEI/4 SEC. 5. © FD. 2X2 REDWOOD HUB OVER 2" BRASS CAP PER RS 131/4-11. ACCEPTED AS THE SOUTHEAST CORNER SECTION 5. Page 2 of 2