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cr19_0002Agency Index C180385 CORNER RECORD Document Number -of-sow. City of DESERT HOT SPRINGS County of RIVERSIDE California Brief Legal Description LOT159 MB 30/11-13 T2S R4E SEC 35 CORNER TYPE Government Corner Control Meander ® Property ®X N. Elevation Units COORDINATES (Optional) E. Metric El U.S. Survey Foot Rancho ® Other ® Horizontal Datum Zone Epoch Date Date of Survey July 25, 2018 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) ® 8771 ® 8773 ® Other: Corner/ ❑X Left as found ❑ Established ❑X Rebuilt ® Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced © Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: M✓ 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 L d ct on JUIy 25, 2018 Signed — P.L.S_ or R.C.E. No. LS7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 1-7-2019 and examin nd filed 1-7-2019 Signed P.L.S. orR.e.E. No. Title Deputy County Surveyor County Surveyor's Comment 7611 SPELSG-2016 Page 1 of2 4,��❑ %_A ND SUR��� O� V PHILLIP K. FOMOTOR No.7070 OF CAti-tOJ/ ONM- LANpG. s� o C 0. 7611 70 * \ Exp. 12-31-20 j * uacument Iwmoer Agency Inaex V-Iuuouz) 3 [S89'55'00'W 32.10'] }�: N89'54'08"W 271.30' I' ' (SB9'S5'00'W 271.22') 146.96' (146.92') 124.34' (124.30') �'. o LOT 159 d f i m MB 30%11-13 n too Q LO 0 � �'N f `. 'i ° 1 ^ : r N89'S4'50-W 114.97' i (S89'55'00"W 114.95') cin Ln r c z 0D & �1r�7:1 k► � �' � 1 � �i�l'llln L=24.04' R=20.00' 31 m � v; L= .86 R=20.00 � Aa68'62 30 z O (L=24.03' R=20.00' l 4=91'16°57°' cn A=68'51'00"} (L=31.87 R=20.00' A=91'18'00") l m 88.39' (88.34') 81.63' (81.59') NB9'37'04"W 170.02' lir — (N89`36'00'W 189.93') 155 I"I N89'37'04"W 255.44' (N89'36'00'V 255.34') SCALE 1 "= so' TWO BUNCH PALMS TRAIL (14TH AVENUE) SURVEYOR'S NOTES MONUMENT NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG1Q FD. NAIL AND "RIV. CO. SURV.'rAG FLUSH IN STAMPED LS7070. FLUSH. LIEU OF 2X2 PER CR 05-0494- ACCEPTED AS INDICATES FOUND MONUMENT A5 NOTED THE INTERSECTION OF THOMAS AVE. AND KAY ROAD. INDICATES RECORD DATA PER MB 30/11-13,[Z] FD' NAIL EDWITH POSITION SWING THESNNO REF. INDICATES CALC DATA PER MB 30/11-13. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING S00'54'00"E BEING THE CENTERLINE OF UNITED ROAD PER MB 30/11-13. OF THOMAS AVE AND UNITED ROAD. RESET GEAR SPIKE AND TAG LS7070 DOWN 0.1'. FD. 2X2 TAGGED RE 862 PER MB 30/11-13. DOWN 0.7'. ACCEPTED AS THE NE'LY COR LOT 158. ® FD. SPIKE FLUSH. NO REF. ACCEPTED AS THE INTERSECTION OF 14TH AVE AND KAY ROAD. FD. SPIKE PER CR 05-0727. DOWN 0.5'. ACCEPTED AS THE INTERSECTION OF 14TH AVE AND UNITED ROAD. BPELSG-2016 Page 2 of 2 589'21'54"E 745.95' (SB9'22'30'E 745.95') THOMAS AVENUE J �I `t° °J-5 LO 0 f • u N89'54,08"W 32.10 t :� .c, p-, r 00 R 3 [S89'55'00'W 32.10'] }�: N89'54'08"W 271.30' I' ' (SB9'S5'00'W 271.22') 146.96' (146.92') 124.34' (124.30') �'. o LOT 159 d f i m MB 30%11-13 n too Q LO 0 � �'N f `. 'i ° 1 ^ : r N89'S4'50-W 114.97' i (S89'55'00"W 114.95') cin Ln r c z 0D & �1r�7:1 k► � �' � 1 � �i�l'llln L=24.04' R=20.00' 31 m � v; L= .86 R=20.00 � Aa68'62 30 z O (L=24.03' R=20.00' l 4=91'16°57°' cn A=68'51'00"} (L=31.87 R=20.00' A=91'18'00") l m 88.39' (88.34') 81.63' (81.59') NB9'37'04"W 170.02' lir — (N89`36'00'W 189.93') 155 I"I N89'37'04"W 255.44' (N89'36'00'V 255.34') SCALE 1 "= so' TWO BUNCH PALMS TRAIL (14TH AVENUE) SURVEYOR'S NOTES MONUMENT NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG1Q FD. NAIL AND "RIV. CO. SURV.'rAG FLUSH IN STAMPED LS7070. FLUSH. LIEU OF 2X2 PER CR 05-0494- ACCEPTED AS INDICATES FOUND MONUMENT A5 NOTED THE INTERSECTION OF THOMAS AVE. AND KAY ROAD. INDICATES RECORD DATA PER MB 30/11-13,[Z] FD' NAIL EDWITH POSITION SWING THESNNO REF. INDICATES CALC DATA PER MB 30/11-13. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING S00'54'00"E BEING THE CENTERLINE OF UNITED ROAD PER MB 30/11-13. OF THOMAS AVE AND UNITED ROAD. RESET GEAR SPIKE AND TAG LS7070 DOWN 0.1'. FD. 2X2 TAGGED RE 862 PER MB 30/11-13. DOWN 0.7'. ACCEPTED AS THE NE'LY COR LOT 158. ® FD. SPIKE FLUSH. NO REF. ACCEPTED AS THE INTERSECTION OF 14TH AVE AND KAY ROAD. FD. SPIKE PER CR 05-0727. DOWN 0.5'. ACCEPTED AS THE INTERSECTION OF 14TH AVE AND UNITED ROAD. BPELSG-2016 Page 2 of 2