Loading...
cr25_0508CORNER RECORD Agency Index CR190370 Document Number City of NORTH PALM SPRINGS AREA County of RIVERSIDE , California Brief Legal Description N 1/2, NW 1/4, SE 1/4. SE 1/4 OF SECTION 10 CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander © Property ❑ Rancho ❑ Other Date of Survey June 18, 2019 T.3S, RAE SECTION 10 COORDINATES (Optional) N. E. Elevation Units ❑ Metric Q U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ © 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: ❑ 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 Land Surveyors' Act on June 18. 2019 SignedV21��P,L.S. or R.C.E. No. 7070 ------------------ COUNTY SURVEYOR'S STATEMENT This Corner Record was received 04/16/25 and examined and filed Signed P.L.S. orA-e.E. No. 8488 Title County Surveyor County Surveyor's Comment PHILLIP K. FOMOTOR No, 7070 S�Q�PL LAIVDS Q Q a No. 8488 Exp. 12-31-26 * of CAUL BPELSG-2016 Page 1 of 2 Document Number d dd *— OS09 Agency Index CR190370 DILLON ROAD 2 , 1 1 1320.97' 1 (1320.98') N89'53'33"E 1323.16' N89'53'18"E 1323.10') 661.58' (661.55') 661.58' (661.55') 1 7 N O N !r M nm CO My � co �J% M �� � O 16 u v 1 I� co Ico 1322'54'52"1322.58') 661.32' (661.29') 661.32' (661.29') c w S1/2, NW1/4, SE1/4, cz oNw r SE1/4, SEC.10. �v Mz N o; ' o '� v rn 0 661.06' (661.04') 661.06' (661.03') w N r` N89'56'32"E 1322.12' (N89'56'26"E 1322.07' /pw 3 _ TRIPEPI kREET Z to Li- M N n Oq w O O 00 Z> r_ N M M Q O v 00 W w Z Z 00 C) cr Q O pn M v 0 O � m� 1321.07' `O v2 (1321.03') SCALE 1 "= 250' [40.34']M&R 10 11 660.54' (660.51') 660.54' (660.52') 5 14 N89'59'31 "E 2642.14' (N89'59'34"E 2642.07') 1 5 14 18TH AVENUE FD 3/4" I.P. DOWN 0.7' DESTROYED [45.0 '] BASIS OF BEARINGS BY ROAD CONSTRUCTION THE BEARINGS SHOWN HEREON ARE BASED ON RE—ESTABLISHED POSITION OF THE BEARING N0'1 j_43_"E BEING THE CENTERLINE SECTION COR. USING TIES. OF INDIAN AVENUE PER RS 78/67. 3❑ FD. 1/2" I.P. WITH TAG LS2344 UP 0.2' NO SURVEYOR'S NOTES REF. ACCEPTED AS THE SWL'Y COR. OF THE p INDICATES SET 1" IRON PIPE WITH PLUG S1/2, NW1/4, SE1/4, SE1/4, SEC.10. STAMPED LS7070. FLUSH. ® FD. 3/4" I.P. TAG LS 4152 PER RS78/67. i INDICATES FOUND MONUMENT AS NOTED DOWN 0.3'. ACCEPTED AS THE 1/4 COR. SEC. ( INDICATES RECORD DATA PER RS 78/67. 10 AND 15. [ INDICATES RECORD DATA PER CR17-0304. 5❑ FD. TIE NAIL AND RIVERSIDE COUNTY SURVEYOR TAG ON UTILITY POLE PER CR 17-0304. FD. 1 " I.P. PLUG LS 4897 FLUSH PER RS78/67. FD. PK AND RIVERSIDE COUNTY SURVEYOR TAG FLUSH PER CR 17-0384. ACCEPTED AS THE 1 /4 COR. SEC. 10 AND 11. BPELSG-2016 Page 2 of 2