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cr18_0653CORNER RECORD Agency Index CR170713 Document Number City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description LOT 1 MB 121/5-8 SEC 2 T4S, R4E SBM CORNER TYPE COORDINATES (Optional) N. E. Government Corner ® Control Elevation x Meander ® Property ®X Units Metric ® U.S. Survey Foot Rancho ® Other ® Horizontal Datum Zone Epoch Date Date of Survey October 26, 2017 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: N 8765(d) El 8771 ® 8773 Other: Corner/ Left as found Established EIRebuilt El Pre -Construction Monument: D Found and tagged Reestablished 1:1 Referenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed Q✓ 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 urve on October 13, 2017 Signed W._ P.L.S. or R.C.E. No. COUNTY SURVEYOR'S STATEMENT LS7070 This Corner Record was received and a ined-and filed Signed P.L.S. or R E, No. iJ lyU Title Czn/ iy : Ct4wyar — County Surveyor's Comment BPELSG-2016 Page 1 of 2 \-NND O� PHILLIP K. FOMOTOR No. 7070 OF C�z-f�// p r & - Ivo $ 8 I Document Number FRANCIS DRIVE BASIS OF BEARING: N89'58'18"E 661.88' 1 0 M an, N89'43'1 5"W envy Index CR170713 (N89'58'18"E 661 83') 3 0 N89'58'1 8"E 561.85' PO 9.87'1 (N89'58'18"E 561.80'}n 30.00 70.18' (70.11') L=31.31' R=20.00' _ A=89'41'33" r (L=31.31' R=20.00' �=89'41'16") ' 70.01' (70.00') 6.65' LO 5 `4 ~491.67'(491.69') V ' L=31.53' R=20.00' A=90'20'27" (L=31.53' R=20.00' "00 A=90'20'23") OD 0 v N M 06 O SCALE 1 "= 40' 511.75'(511.76') LO n O 0 n O N89'42'42"W 601.79' (N89'42'58"W 601.76') BASIS OF BEARINGS THE BEARINGS SHOWN HEREON o ARE BASED ON THE BEARING N89-58'1 8"W BEING THE N N CENTERLINE OF FRANCIS DRIVE w w PER MB 121/5-8. �o �T L=31.41' R=20.00' z z A=89'58'43" (L=31.41' R=20.00' i A=89'58'21 " 491.73' (491.71' N89'42'31 "W 561.74' V (N89'42'58"W 561.71') in N N89'42'31 "W 661.71' f '� ADOBE WAY 3 tn .11 bo 0 0 z 30' 30' SURVEYOR'S NOTES [-3] N 1 --LOT 0 n Go MB 121/5-8 N n 0) w W N W Ono • >_ p o ®FD. NAIL & TAG RCE 25658 ON CURB. ( ) 0 z 9.81' b ACCEPTED AS THE PROLONGATION OF THE 90.04' (90.001) BOUNDARY LINES IN LIEU OF 2X2 TAGGED RCE ❑ FD. 1 1/2" COPPERWELD LS 8010 FLUSH 25658 PER MB 121/5-8. o� n yi N a,474 POINT FALLS ON w FD. 1" I.P. PER MB 121/94-95. TAG THE CENTER OF Q O wLo .. THE BOTTOM OF A .:d- N ^ 4'X4" FENCE POST CO 'O � (TOP LEANING z b •� WESTERLY). z 0 n rl- Oo L=31.41' R=20.00' A=89'59' 16" 20.00' 30' �(L=31.42' &=90-00'00") ' 70.01' (70.00') 6.65' LO 5 `4 ~491.67'(491.69') V ' L=31.53' R=20.00' A=90'20'27" (L=31.53' R=20.00' "00 A=90'20'23") OD 0 v N M 06 O SCALE 1 "= 40' 511.75'(511.76') LO n O 0 n O N89'42'42"W 601.79' (N89'42'58"W 601.76') BASIS OF BEARINGS THE BEARINGS SHOWN HEREON o ARE BASED ON THE BEARING N89-58'1 8"W BEING THE N N CENTERLINE OF FRANCIS DRIVE w w PER MB 121/5-8. �o �T L=31.41' R=20.00' z z A=89'58'43" (L=31.41' R=20.00' i A=89'58'21 " 491.73' (491.71' N89'42'31 "W 561.74' V (N89'42'58"W 561.71') in N N89'42'31 "W 661.71' f '� ADOBE WAY 3 tn .11 bo 0 0 z 30' 30' SURVEYOR'S NOTES [-3] FD. NAIL HOLE ON CURB. ACCEPTED AS THE Q INDICATES SET 1" IRON PIPE WITH PLUG PROLONGATION OF THE BOUNDARY LINE IN LIEU STAMPED LS7070. FLUSH. OF 2X2 TAGGED RCE 25658 PER MB 121/5-8. SET TAG LS 7070. • INDICATES FOUND MONUMENT AS NOTED ®FD. NAIL & TAG RCE 25658 ON CURB. ( ) INDICATES RECORD DATA PER MB 121/5-8. ACCEPTED AS THE PROLONGATION OF THE BOUNDARY LINES IN LIEU OF 2X2 TAGGED RCE ❑ FD. 1 1/2" COPPERWELD LS 8010 FLUSH 25658 PER MB 121/5-8. PER MB 408/25-29. FD. 1" I.P. PER MB 121/5-8. TAG ILLEGIBLE 0 FD. 1" I.P. PER MB 121/94-95. TAG DOWN 0.1'. ILLEGIBLE DOWN 0.5' IN WELL MONUMENT. © FD. 1" I.P. PER MB 121/94-95. TAG ILLEGIBLE DOWN 0.5' IN WELL MONUMENT. BPELSG-2016 Page 2 of 2