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cr22_0079
CORNER RECORD Agency Index CR200432 Document Number 202?_ - 001 City of PALM SPRINGS County of RIVERSIDE Brief Legal Description LOT 8 OF BLOCK C OF MB 19/10. . California PLS Act Ref.: ®X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ElPre-Construction Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced F 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 Land Surveyors' Act on February 12, 2019 Signed P.L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 7-7-20 and examined and filed 8-11-22 Signed �LSr_R 6 No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page loft SAND SSR\ PHILLIP K. FOMOTOR No. 7070 s s \F OF CAS\FC� ��o�PL LA//\v/,D Cs� L• Mc/�/ G�'G 0 q`O l-7 �® °- NO. U8488 z Exp. 12-31-22 9TFOF CA1-SFO/ CORNER TYPE COORDINATES (Optional) Government Corner Control N. E. Elevation Meander ©X Property Units E:1Metric ®X U.S. Survey Foot 7 Rancho F'] Other Horizontal Datum x Zone Epoch Date Date of Survey February 12, 2019 Vertical Datum SEC.23 TAS., RAE., Complies with Public Resources Code §§8801-8819 SRM. Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ®X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ElPre-Construction Monument: ❑ Found and tagged 0 Reestablished ❑ Referenced F 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 Land Surveyors' Act on February 12, 2019 Signed P.L.S. or R.C.E. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 7-7-20 and examined and filed 8-11-22 Signed �LSr_R 6 No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page loft SAND SSR\ PHILLIP K. FOMOTOR No. 7070 s s \F OF CAS\FC� ��o�PL LA//\v/,D Cs� L• Mc/�/ G�'G 0 q`O l-7 �® °- NO. U8488 z Exp. 12-31-22 9TFOF CA1-SFO/ Document Number 1202 -2 - Index CR200432 AVENIDA HOKONA 2 N89'32'47"E 575.30' ( 89°34'00"E 575.10') -LLnn N89°32'47"E 475.04' (N89°34'00"E 474.78') \375.31' (375.07') 99.73' L=31.24' (99.71') 30' R=20.00' 30' L=31.70' ^=89°29'47" R=20.00' i� (L=31.25' o n=90°49'40" rn l R=20,00' n Ln Uri LL 4=89°31'00") o oz R=20.00' Ln wo A=90°49'30") O O 010 •-� N W oN89°32' 16"E 394.52' 0 0 0 0 6oS.N.F.(N89°34'00"E 3 W W rr i CN 00 0 312.19' 82.33' 150.00'-c0n Wo (312.00) (82.24) 0 [Lcomoo o o Oq L=31.59 4 v 0 O z zR=20.00' O 0J"t q A=90°29'33" w LOT 8 o CL 8' (L=31.5o) o R=20.00' MB 19/10 o TRACT ®o °o "A=902900) 6 BOUNDARY _J oo O N Q zvQ z 292.03' < 30' 81.70' SET GEAR SPIKE vi (291.83) (81.64') TAGGED LS7070 U S.NF. FLUSH. N89°32'59"E 373.73' N 150.02']w (N89°34'00"E 373.47') M 423.76'(423.47') M&CAL'C lj N89°32'59"E 573.78'3'3400"E 573.55'] POINT FALLS ON SSMH NOTHING AVENIDA z FOUND NOTHING SET. SEARCHED Cn ®LANCHA co SCALE 1 "= 60' FOR TIES NOTHING FOUND. 1 259.97'(260.00') = M d/' --TIES NOTHING FOUND. S.N.F. ALSO SEARCHED FOR CALCD PROLONGATION OF AVENIDA OLANCHA TO 4 CALLE PALO FIERRO. AVENIDA ORTEGA 3 (4.90')M&R MONUMENT NOTES LJ FD, 3/4" I.P. TAG LS4989 DOWN 0.5' IN SURVEYOR'S NOTES MONUMENT WELL PER CR 15-0272. ACCEPTED AS THE INTERSECTION OF VIA SOLIDA AND O INDICATES SET 1" IRON PIPE WITH PLUG AVENIDA HOKONA. STAMPED LS7070. FLUSH. G FD. NAIL AND TAG LS4989 FLUSH IN V -GUTTER INDICATES SET NAIL AND TAG STAMPED PER CR 15-0272. ACCEPTED AS THE LS7070 INDICATES FLUSH IN CONCRETE. INTERSECTION OF CALLE PALO FIERRO AND INDICATES FOUND MONUMENT AS NOTED AVENIDA HOKONA. ( ) INDICAIES RECORD DATA PER MB 19/10. ] PALM INDICATES CALC'D DATA PER MB 19/10. D TIDE BOOK FOR SEC 23R PA E 4CITY04. DOWNSPRINGS O 6' NO S.N.F.INDICATES SEARCHED NOTHING FOUND. TAG. ACCEPTED AS THE INTERSECTION OF VIA SOLIDA AND AVENIDA ORTEGA(WEST). BASIS OF BEARINGS ® FD. NAIL AND TAG PLS 5129 IN LIEU OF THE BEARINGS SHOWN HEREON ARE BASED ON CHISELED "X" PER MB 428/65-66. ACCEPTED THE BEARING NO°03'00"E BEING THE AS THE INTERSECTION OF CALLE PALO FIERO CENTERLINE OF VIA SALIDA PER MB 19/10, AND THE WILY LINE OF TRACT 32378 MB 428/65-66. BPELSG-2016 Page 2 o!2