Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
cr23_0421
CORNER RECORD Agency Index CR230008 Document Number ;1`0;) 3- ONS City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description PARCEL 4 OF PARCEL MAP NO. 8779-1 PER PM 46/35 CORNER TYPE Government CornerEl Control N. Elevation COORDINATES (Optional) E. Corner/ ❑X Left as found FX_1 Established ❑ Rebuilt M Pre -Construction Monument: El Found and tagged M Reestablished ❑ Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ✓� See sheet #2 for description(s): Kim JUR cc L SURVEYOR'S STATEMENT v� 0 This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' Act on January 9, 2023 No. 7070 Signed P.L.S. or5A.E. No. 7070 ATF OF CAL�FOQ- COUNTY SURVEYOR'S STATEMENT This Corner Record was received S.-7-23 and examined and filed Signed P.L.S. or R.C,.L No. Title County Surveyor's Comment BPELSG-2016 Page loft ElMeander ®X Property Units E] Metric ©X U.S. Survey Foot ---------- -------- 17 Rancho 17 r7 Other Horizontal Datum Zone Epoch Date Date of Survey January 3, 2023 Vertical Datum T.4S, RAE SEC. 12 Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ®X 8765(d) M 8771 El 8773 ElOther: Corner/ ❑X Left as found FX_1 Established ❑ Rebuilt M Pre -Construction Monument: El Found and tagged M Reestablished ❑ Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ✓� See sheet #2 for description(s): Kim JUR cc L SURVEYOR'S STATEMENT v� 0 This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR the Professional Land Surveyors' Act on January 9, 2023 No. 7070 Signed P.L.S. or5A.E. No. 7070 ATF OF CAL�FOQ- COUNTY SURVEYOR'S STATEMENT This Corner Record was received S.-7-23 and examined and filed Signed P.L.S. or R.C,.L No. Title County Surveyor's Comment BPELSG-2016 Page loft _N__ ni j q . uocurnent iNumper ;p _ V -r �-1 �0 BASIS OF BEARINGS: (N61°37'28"E 60.00') M&R 39.68' (39.70') �TRACT BOUNDARY N89°43'52"E 352.70' (N89°46'10"E 352.70') \N�tp p Cb r0 0 O: J tp ncy Inaex uKz juuu 9 RE-ESTABLISHED FROM RECORD ANGLE AND DISTANCE FROM RIGHT OF WAY OF RESEARCH DRIVE cp ON - `rte\ 3 N61°35'10"E 30.00' \ \'pr, �- L=113.86' R=231.46' l A=28° 1 1'08" ^ (L=113.70' R=231.46' 4=28°08'42") N N un ul .,4. 00 O 0 o° -o - Z z' rn PARCEL 4 PM 46/35 RE-ESTABLISHED FROM RECORD ANGLE AND DISTANCE FROM RIGHT OF WAY OF RESEARCH DRIVE N89°43'52"E 382.94' (N89°46'10"E 382.94') 2 2 sp 0 6, SCALE 1 "= 80' SURVEYOR'S NOTES MONUMENT NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG FD. 3/4" I.P. PER PM 46/55. TAGGED LS 4989. STAMPED LS7070. FLUSH: DOWN 0.2'. NO REFERENCE FOR TAG. INDICATES FOUND MONUMENT AS NOTED 2 ❑ FD. 3/4" I.P. PER PM 46/35. DOWN 0.5'. TAG INDICATES RECORD DATA PER PM 46/35. ILLEGIBLE. FD. 3/4" I.P. WITH ILLEGIBLE TAG, BENT. NO BASIS OF BEARINGS D1 REFERENCE. REPLACED WITH 1" I.P. WITH PLUG THE BEARINGS SHOWN HEREON ARE BASED ON LS 7070. FLUSH. THE BEARING N61"37'28"E BEING THE PARCEL FD. COPPERWELD TAGGED LS 8508, FLUSH PER MAP N0, 8779-1 BOUNDARY PER PM 46/35. 4 ❑ CR 18/280. BPELSG-2016 Page 2 of 2