Loading...
HomeMy WebLinkAbout245CR44CORNERRECORD Document Number 11624 City 0 ORINDA County of CONTRA COSTA California Brief Legal Description MONUMENTS LOCATED ALONG LOT 506 PER MAP HACIENDAS DEL ORINDA #5 19M489 13 El CORNER TYPE COORDINATES(Optional) ' N. Government Corner Control U Elevation Meander Property X Units Metric El U.S. Survey Feed El Rancho El Other [l Horizontal Datum � | Zone Epoch Date 5/3/2023 � Date of Survey Vertical Datum � E] Complies with Public Resources Coda §§8801-8819 -- � -- -- �� Complies with Public Resources Code §§8890-8902 �� Corner/ X Left as found Established El Rebuilt Pre —Construction m/v/m'"e.0 El Found and tagged n"=""^b"==" El .`==e''^=d 0 Post— � Narrative of corner identified and monument as found, set, reset nopboed. or removed: El Son mheet#2 for dcsnhpUon(s): MONUMENTS LOCATED ALONG LOT 5D6PER 19M489WERE SEARCHED FOR 8'NOT FND,& SUBSEQUENTLY REESTABLISHED, UNLESS OTHERWISE NOTED. � LEGEND REFERENCES D 5ET��^ Ip mVpLA�3C puuG L6 8570 z9m*8g n�[oxoEDAuGuST*THz9as 1O�[n�s nE8JRoso�AY9TH2OO7 FNoZ.s''oDmVPIN''CUmHALG85Z5''zmvvEu z77Cn3O-RECORDED FEoRUARY8TH2oz8 pNDZ^IPmVpImINMVNWELL, PER 19M489 215Cno5 RECORDED APFOL2OTH202O FNDY2^REaAR&CAP u;]n74,PER 1OzCR15 ' 216CRO6 RECORDED xPouL2aTHzuxo 0� pNoY8^RssAn&CAP LS7z36,PER 233[R50 216Cno7 ' RECORDED xPRIL28TH2U2U FNom/u�&TAGL57z36,P�RZJ3[R50 z3]cmsO'RECORDED O�R]oem2OTH2Oz1 � SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with ~ the Prof sio o Land Surveyors Act 20 Signed P.L.S. No. 857" .,�,"�,""�"", Luu11J',3unvc,un3 .3/^/cwvcm/ This Corner Record was received and examined and filed bec'exy-o0ec �B,WZ3 Title KI-0 County Surveyor's Comment Page of Document Number 11624 Agency Index OPEN, PER 48 CR 12 h LAND A=9059'20" A=73°00'40" 8 0 a0 At R=42.00° R=42..00' W G 1 e L=7.32° L=53.52' c 40 E v PER 21 G CR 5 _ L A p�15°26w3o" �r ��� N51 28E Az -/Go 54 42 .-. L= 1W10 1 . No.8570��° 53.00' L=d21,6i' _A 0 ® o d0,C C 0� R 21 G CR G R_ 2 1J O A=43'48' 18'° 1 L=G8.8 I' N07035'E °y 509 A=2G°21'42'° 8G.8G 1 508 A=42054'00" L=41 .4 P 550°42'40'f R= 100400` PER 2 1 G CR 7 z; 507 j G4.27' "L5 8525" 58.00 �� _�-� PER 177 558022' CR 38 k 505 504 2 r ° 510 _o - A— 80°54'00` o a M( m ' c o =40.00' w o nr u? a S45° o L=5G.48" t, z >42. — q o ,, ca 21 .43' to A=804G'00" 50.00' _ --- S45°00' R=2G0.00' o �,'� 503 �®z L=39.78' w °05'W - t0 5NF jb co N63 ,_�.- m p 93.88 Z ` �� (I 9 M 489} Cv 5NF 4 z 502 �'' N4G030'E (I 9 M 489) A=3 0000 `9 3? +' n 5 i 2 12.49° - R=570.00' a0 5NF - ^ _ A=0500 ' 0 L= 29.85' L2 0"20°E' (101 CR 15) 153.8 I'� L=44.07' rM o _ r- —REPLACED , o � 148.00 a i o N z r" o N59° 17'W 506 Line Table �AO,W �? p _ 2°° 0 /\ (71 Line # Length Direction z �' 50i 5.0I" 6�C I� ®� Ll 37.07' S85052'30"E Fn 70 LEGEND L2 27.59' S66051'30"E A=9023°00" 0 SET Y4" IP W/PLASTIC PLUG LS 8570 L3 31.01' S75053'10"E R=200.00' FND 2.5" BD /PIN "CUA LS 525" IN WELL `�' �] FND 2" IP /PIN I O WELL, PER 19 489 L 36.56' S30042'00"E &O 500 CO A= 10 1000 FND Y2" REBAR & CAP LS 3874, PER 101 CR 15 L5 33.6' S36032'00" R=293.00 -__0 FND %" REBAR & CAP LS 7136, PER 233 CR 50 ` L6 18.77' S41046'00"E L=51 .99 p FND NAIL & TAG LS 7136 PER 233 CR 50 ' L7 42,24' 73030'00"E ` 499 ------ LOT LINE :, _= L8 21.0' S50042'40"E AG03 I' 18d° _572.3 - ®_m MONUMENT LINE N R—G8.00 520.39, RIGHT OF WAY 100 50 0 100 n 2 23- Page SUBJECT PROPERTY ®f 2 L 1 I� ' ® _ _ 1 v