Loading...
cr22_0177CORNER RECORa Agency Index CR200429 Document Number 20a2- b 177 -city of PALM SPRINGS County of RIVERSIDE California Brief Legal Description LOT 16, BLOCK 3 OF MB 18/57. E E X SEC.,, T4S.R 4E, S.B.M. CORNER TYPE COORDINATES (Optional) N. E. ® Government Corner ® Control Elevation ® Meander Property Units ❑ Metric ®X U.S Survey Foot ® Rancho ® Other Horizontal Datum Zone Epoch Date Date of Survey January 28, 2019 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ®X 8765(d) El 8771 El 8773 El Other: Corner/ ❑X 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: 0 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 February 1, 2019 Signed P.L.S. orf��. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 4-28-21 and examined and filed 8-11-22 Signed - P L S. or -R -G -E No Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment Page 1 of 2 \_A ND SIaRL��- .� a� PHILLIP K FOMOTOR No. 7070 tk OF cA��O� Np,L LANDD� Q- �� No. 8488 :Z� * Exp. 12-31 -22 sj9 OF CAO`r��� -%tinIN T 11-Ih uocument Number -GuLl ► + 1 Aaencv Index UR200429 [NB9'50'27"E 2G0.01']M&R, (N89'44'30"E 260.00') GRANVIA VALMONTE a o N89'50'27"E 170.07' o (N89'44'30"E 170.00') PO 85.06' (85.04') 85.01' (84.96') 30' L=23.52' L=23.58' vipNN ' 3N0 ' (R=15.00')R&M (R=15.00')R&M A=89'51'24" o A=90'04'03" (D=89'50'00") o(A=90'10'00") O n O Or NO Lq N89'50'53"E 130.18' [N89'49'48"E 130.18'] (N89'44'30"E 130.0 , ^c�a0oi 3 oLn [ 100.18'] 30' o LO !0 3: -' (100.00') "0_oN 0oa LOT 16 mo�o OP a o 0 o MB 18/57 �' Lr) (D 3 W 100.22',(100.00') 30' 1� D z O ^ N89'50'07"E 130.2 Of W (N89'44'30"E 130.00') n Q "' SCALE 1 "= 60' 'OD0 ^ � m in o 1Z r 3: r 00 00 °'• O r - Ln O00 M r "�' cn 1CD O oLOCKo v o0.00) m (L z O z ,.-) r0 = JO o cq in �n (D O O PO m N z z W L=23.59' L=23.56' W (R-15.00')R&M (R= 1 5.00')R&M 89�=90'05'33" G=9'S9'GG )30' (A=90'03'00") (A=8'57' 30, JU 85.40' (84.99') 85.43' 5.0 4 N89'53'30"E 170.83' _ A O ROAD o.00') [N89'53'30"E 260.88']M&R, (N89'51'30"E 260.00') FD. NAIL AND SHINER WITH 2' SWING TIES. NO REF. IN SURVEYOR'S NOTES LIEU OF 1/2" I.P. IN MONUMENT WELL NO TAG DOWN 0.6' PER CR14-0794 & CR15-0077. MONUMENT WELL O INDICATES SET 1" IRON PIPE WITH PLUG DESTROYED. SET GIN SPIKE AND WASHER LS7070 STAMPED LS7070. FLUSH. FLUSH. ACCEPTED AS THE INTERSECTION OF PASEO DE 0 INDICATES SET NAIL AND TAG STAMPED ANZA AND GRANVIA VELMONTE. LS7070 ON TOP OF WALL OR ON FOOTING. FD. 1/2" I.P. WITH SCREW DOWN 0.6' IN WELL MONUMENT ■ 1NpICi4m-Fo mb MONUMENT -IS -NOTED` PER CR1W=679"4�-i4CCEPTECF--AS-THFIHYERSECTIGN OF ( INDICATES RECORD DATA PER MB 18/37. PASEO DE ROLPH AND GRANVIA VELMONTE. [ ] INDICATES RECORD DATA PER CR14-0794. 3❑ NDAILGAND IN TAG LSSIKEGGED 88 OL PER88R15L00770 FUSHPNOT ER FOUND794 BASIS OF BEARINGS ® FD. 1 1/4" I.P. WITH ILLEGIBLE TAG DOWN 0.6' IN WELL MONUMENT PER CR14-0794. ACCEPTED AS THE THE BEARINGS SHOWN HEREON ARE BASED ON INTERSECTION OF PASEO DE ANZA AND ALEJO RD. THE BEARING X00'05'30"W BEING THEFD. 1/2" I.P. WITH SCREW DOWN 0.6' IN WELL MONUMENT CENTERLINE OF CALLE DE ROLPH PER MB PER CR14-0794 & CR15-0831. ACCEPTED AS THE 18/37. INTERSECTION OF PASEO DE ROLPH AND ALEJO RD. BPELSG-2016 Page 2 of 2