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cr23_0423CORNER RECORD Agency Index CR230011 Document Number -14--7)-_-�>' 6q �3 City of PALM SPRINGS Brief Legal Description County of LOT 14 OF TRA( CORNER TYPE Government Corner 0 Control RIVERSIDE NO. 9667 PER MB 93/36-38 N. Elevation Meander ® Property Units Metric M U.S. Survey Foot Rancho r7 Other Horizontal Datum Zone Epoch Date Date of Survey July 25, 2019 Vertical Datum Complies with Public Resources Code §§8801-8819 T.4S, RAE SECTION 24 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ©X 8765(d) El 8771 E18773 1:1 Other: COORDINATES (Optional) E. . California Corner/ FX1 Left as found 0 Established ❑ Rebuilt Pre -Construction Monument: El Found and tagged ❑ Reestablished ❑ Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ✓❑ See sheet #2 for description(s): a�0 ter.^ID 1 -- SURVEYOR'S STATEMENT v� O� This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' Act on January 10, 2023 No. 7070 Signed P.L.S. or�,eE. No. 7070 �1Z qrF OF COUNTY SURVEYOR'S STATEMENT This Corner Record was received 9,72,_3 and examined and filed Signed P.L.S. 71"No. ?d Title County Surveyor's Comment BPELSG-2016 Page 1 oft 'N d -' 2 _ A IF t ^ -3 yUUUFIIUnL lNuf lUel w -I— -i inaex uKz juu-i ,i EL CIELO ROA® NO'11'36"E 251.99' (NO'11'40"E 252.00')--� NO'11'36"E 162.00' (NO'11'40"E 162.00') L=31.41' (L=31.42') R=20.00' �^- 89'59'24" (A---go-00,00") z 3- 0 0 L W 0� 0 w 0_ Q00 cn O w � (.DO o M D w w o cn z Ld Q w w El o w w m g N Z fn z '< Z g O 19 ix O O O r = Oz o Z �i z 0 wLij ''^^ U) J w VJ bc G1 w N (n ® CJ O CJ C) 0� O D Z J Z Z a _ co O �. 0 w Vo mQ O o6 W � M a -j PO zW\ jLd OUrn V W W S w ZZOO_ IoW 0- W=z -L'' (n or-, W O Z W O0_UO m O W Z ml-om 3 (N26'32'01 "E 90.60') N r° N ON I O 0 00 00 N N cq m0O0) W �) 00 x x Z Z ON M N Z .� SO'12'40"W 1321.20' (NO'11'44"E 1321.28') BEVERLY DRIVE I_I 1 �a � ��r—'■ter SCALE 1 "= 60' BPELSG-2016 Page 2 of 2 I / L=31.42' R=20.00' ) / 25' A- 89'59'58" (A=90°00'00") 1 N26-32'1 4"E 90.64' o, OO oaCN `V N N LO O W � N N O N O N ON W 3:00 co N N M 0 M 00 " 00 w J w x rn rn 00 m � � Z cr oo 'tLNO*12'21"E 101.02' U ao 00m 00O'11'40"E 101.00') o v=i Z N89'48'23"W 50.01' z � (N89'48'20"W 50.00') w o Q L=17.45' R=20.00' o A 49'59'41 " (n J Z I OD n co TzT \lam. lO \/ O V) 3:4�l to - O J oim (a II v L=31.41' (L=31.42') R=20.00' �^- 89'59'24" (A---go-00,00") z 3- 0 0 L W 0� 0 w 0_ Q00 cn O w � (.DO o M D w w o cn z Ld Q w w El o w w m g N Z fn z '< Z g O 19 ix O O O r = Oz o Z �i z 0 wLij ''^^ U) J w VJ bc G1 w N (n ® CJ O CJ C) 0� O D Z J Z Z a _ co O �. 0 w Vo mQ O o6 W � M a -j PO zW\ jLd OUrn V W W S w ZZOO_ IoW 0- W=z -L'' (n or-, W O Z W O0_UO m O W Z ml-om 3 (N26'32'01 "E 90.60') N r° N ON I O 0 00 00 N N cq m0O0) W �) 00 x x Z Z ON M N Z .� SO'12'40"W 1321.20' (NO'11'44"E 1321.28') BEVERLY DRIVE I_I 1 �a � ��r—'■ter SCALE 1 "= 60' BPELSG-2016 Page 2 of 2 I / L0 Lq ) / N 04 N N 1 N26-32'1 4"E 90.64' L=31.41' (L=31.42') R=20.00' �^- 89'59'24" (A---go-00,00") z 3- 0 0 L W 0� 0 w 0_ Q00 cn O w � (.DO o M D w w o cn z Ld Q w w El o w w m g N Z fn z '< Z g O 19 ix O O O r = Oz o Z �i z 0 wLij ''^^ U) J w VJ bc G1 w N (n ® CJ O CJ C) 0� O D Z J Z Z a _ co O �. 0 w Vo mQ O o6 W � M a -j PO zW\ jLd OUrn V W W S w ZZOO_ IoW 0- W=z -L'' (n or-, W O Z W O0_UO m O W Z ml-om 3 (N26'32'01 "E 90.60') N r° N ON I O 0 00 00 N N cq m0O0) W �) 00 x x Z Z ON M N Z .� SO'12'40"W 1321.20' (NO'11'44"E 1321.28') BEVERLY DRIVE I_I 1 �a � ��r—'■ter SCALE 1 "= 60' BPELSG-2016 Page 2 of 2