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HomeMy WebLinkAboutT21N_R5E_27-010CORNER RECORD Agencylndex T2InI.FR6C Document Number 27 -1 D City of BERRY CREEK AREA County of BUTTE , California Brief Legal Description LOT 56, F.R.F.H., SPRING VALLEY ADD. BK. 24 MAPS PGS. 3-5 CORNERTYPE ❑ Government Corner ❑ Control ❑ Meander ❑X Property ------------*----------- ❑ Rancho ❑ Other COORDINATES (Optional) N. E. Elevation Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Date of Survey April 8, 2021 Vertical Datum Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑X 8766(d) ❑ 8771 1718773 ❑ Other: Corner/ ❑ Left as found Established U Rebuilt U Pre -Construction Monument: Z Found and tagged Reestablished ❑ Referenced ® Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: W1 See sheet #2 for description(s): SEE PAGE 2 FOR DETAILS SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on 4-1Z_ f/zz � /� 0 s;AM�. mac. P.L.S. or R.C.E. No. PLS 4208 COUNTY SURVEYOR'S STATEMENT LAN JOHN 0. CHRISTOFFERSON CAL This Corner Record was received *�l 13} 2702. and examined and filed Signed P.L.S..or R.C.E. Title BUTTE COUNTY SUR EYOR wa wtLu �09 County Surveyor's Comment a ' NELL Or tP .s C��, BPELSG-2016 Page 1012 Z 7— 1 6 UUUUMtN I N AULNUY INDEX CORNER RECORD LOT 56, FEATHER RIVER FOREST HOMES, SPRING VALLEY ADDITION, BK. 24 MAPS PG. 3-5, LYING IN S27, T21, R 5 E, BUTTE COUNTY, CALIFORNIA OFD. 1/2" O.I.P. IN CONCRETE PER (R) 1/2" I.P. LS 2513IN CONCRETE O SOT 0R2�32 66, S6�gS2�AF (M F (qgj 7 a 0 �ry�pn y 6'&68° 02 ON �F(R R2g10" O �`. c1 O v/ L=92.15' A=11°00'00" / R= 2.149 ' (M) L=92.14' CC / LEGEND S SET 1 /2" REBAR LS 4208 O POINT DETERMINED ONLY • FOUND MONUMENTAS DESCRIBED (R) BK. 24 MAPS PG'S 3-5 (R2) SK. 35 MAPS PG'S 1-3 4=7°45'00" R=479.93' (M) L=64.92' Ten=32.51' 4=7°45'00" R=480.00' (R) L=64.92' Tan=32.51' Tad 27.22, 4's 1562' Rc47g 93 " (M) © FD. 1/2" O.I.P. IN CONCRETE PER (R2) 1/2" I.P. LS 2613 IN CONCRETE SCALE: ©SET 1/2" REBAR LS 4208 FROM WHICH 1" = 40' A 1/2" REBAR, N.O.R. BEARS S 34°E (M) 0.11' ANOTHER 1/2" REBAR, N.O.R. BEARS S 25° W (M) 0.15- OSET 1/2" REBAR LS 4208 FROM WHICH A 1/2" O.I.P W/ SLEEVE BEARS S 22° E (M) 0.65' OE SET "PK' NAIL AND LS 4208 TAG IN CONCRETE OF SET SPIKE W/ LS 4208 TAG IN BASE OF TREE LOT 55 GOT s S6A SB o 3e�a 1S°F (9�72s %2 96 Og' 9 Q- a ,no � �S 63°46 N N h q 6352 to .0 A G pT 3 r Ss W (M)r , rn o o �- co y 13Q, ry�o ry S 20°30' W (R) 41.83' 'coy S 20°47'03" W (M) 41.88' / BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 2, NAD 83, EPOC 2010.00 AS ESTABLISHED BY G.P.S.. THE DISTANCES SHOWN AS (M) ARE GRID DISTANCES. TO CALCULATE SURFACE MEASUREMENTS, MULTIPLY BY THE COMBINATION FACTOR OF 1.000127. JOHN D. CHRISTOFFERSON, INC. 1804 6TH STREET OROVILLE, CA LIFORNIA (530) 518-3054 Cl\AUTUCAD\Land Desktop 2009\20-053\dwg\20-053.dwg 4/25/2021 8131,58 AM PDT PAGE 2OF2