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cr17_0072CORNER RECORD Document Number 17-007-0— City 7-007-0— City of PALM SPRINGS County of RIVERSIDE California Brief Legal Description NORTHERLY LINE OF PARCEL 1 PM 118/6-7 O.R. APN: 504-320-021 CORNER TYPE COORDINATES (Optional) Government Corner ❑ Control ❑ N. Meander ElProperty D4E. Rancho ❑ Other ❑ Zone NAD27 ❑ NAD83 ❑ Date of Survey 12/05/2016 NAD83 EPOCH Elev. SEC. 3 T.4S., R.4.E., SB. B. & M. Vert. Datum: NGVD 29❑ NAVD88 ❑ (Include: Sec., 1Wp, Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑ Corner — Left as found D9 Found and tagged ❑ Established ❑ Reestablished X 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 SURVEYOR'S STATEMENT SND This Corner Record was prepared by me or under my direction in conformance with the Land SurveyAct on 12/06/2016 PHILLIP K. FOMOTOR Signed (%/ — -- L.S. or R.C.E. Number LS 7070 No. 7070 qTF of cap` °� COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined L,�lUO �,✓ and filed --,d .3 "!7 ,�\�L � cP Signed Deputy County Surveyor 0cc °. 7611 12-3i'i6 � County Surveyor's Comment s Page 1 of 2 aaa Rev A (2/05) �� N58'OS13611E 50.00' [N58'09'23"E 50.00'(R)] J �N"17 4 I 3 50.00' —N89'58'16"E(R) 0 ❑© m 0 107 N89'43'00"W 339.28' (N89'43'00"W 339.06') 289.28' (289.06') PARCEL 1 PM 118/6-7. L=317.69' R=1482.69' A=12' 16'36" (L=317.72' R=1482.69' A=12° 16'39") N89'58'55"E(R) (N89'59'45'W(R)) -1 a 0 v of 50.00' 00 N 354.25' (254.16') N 50.00' N89'42'36"W 354.25' (N89'43'00"W 354.16') (331.26')M&R FD. AXLE IN MON WELL PER PM 118/6-7. ACCEPTED AS THE INTERSECTION OF INDIAN AVE AND VIA ESCUELA. FD. 1" I.P. PLUG LS 6532 PER MB 405/10-11. DOWN 0.3'. ACCEPTED AS THE INTERSECTION OF THE W'LY R/W OF NORTH PALM CANYON AND THE S'LY LINE OF LOT 1 PER SAID MB. FD. BOAT SPIKE PER PM 118/6-7. DOWN 0.2'. ACCEPTED AS THE BC OF NORTH PALM CANYON DRIVE. FD. BOAT SPIKE PER RS 55/50. DOWN 0.3'. ACCEPTED AS THE INTERSECTION OF INDIAN AVE. AND THE PROLONGATION OF THE S'LY LINE OF PARCEL 1 PM 118/6-7. FD. 1 1/2" BRASS DISK STAMPED LS 2567 DOWN 0.7' IN MON WELL PER PM 118/6-7. ACCEPTED AS THE S.E. COR. SEC. 3. SE CC SEC. SCALE 1"=80' SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. ® INDICATES FOUND MONUMENT AS NOTED ( INDICATES RECORD DATA PER PM 118/6-7 INDICATES RECORD DATA PER MB 405/10-11. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO'11'00"E BEING THE CEN"FERLINE OF INDIAN AVE. PER PM 118/6-7. Page 2 of 2 W n O O N M O W o z Qf Z z m > Q L6 M M W O m O O Z 354.25' (254.16') N 50.00' N89'42'36"W 354.25' (N89'43'00"W 354.16') (331.26')M&R FD. AXLE IN MON WELL PER PM 118/6-7. ACCEPTED AS THE INTERSECTION OF INDIAN AVE AND VIA ESCUELA. FD. 1" I.P. PLUG LS 6532 PER MB 405/10-11. DOWN 0.3'. ACCEPTED AS THE INTERSECTION OF THE W'LY R/W OF NORTH PALM CANYON AND THE S'LY LINE OF LOT 1 PER SAID MB. FD. BOAT SPIKE PER PM 118/6-7. DOWN 0.2'. ACCEPTED AS THE BC OF NORTH PALM CANYON DRIVE. FD. BOAT SPIKE PER RS 55/50. DOWN 0.3'. ACCEPTED AS THE INTERSECTION OF INDIAN AVE. AND THE PROLONGATION OF THE S'LY LINE OF PARCEL 1 PM 118/6-7. FD. 1 1/2" BRASS DISK STAMPED LS 2567 DOWN 0.7' IN MON WELL PER PM 118/6-7. ACCEPTED AS THE S.E. COR. SEC. 3. SE CC SEC. SCALE 1"=80' SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. ® INDICATES FOUND MONUMENT AS NOTED ( INDICATES RECORD DATA PER PM 118/6-7 INDICATES RECORD DATA PER MB 405/10-11. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NO'11'00"E BEING THE CEN"FERLINE OF INDIAN AVE. PER PM 118/6-7. Page 2 of 2