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HomeMy WebLinkAboutT23N_R3E_36-014CORNER RECORD Agencylndex T23N.,_R3� Document Number City of MAGALIA AREA County of BUTTE California Brief Legal Description LOT 82, INDIAN MEADOWS,SUB. 4, BK. 43 MAPS PG. 51-53 CORNER TYPE ® Government Corner ® Control Meander 19 Property N. Elevation COORDINATES (Optional) E. Units ® Metric ® U.S. Survey Foot ® Rancho ® Other Horizontal Datum Zone Epoch Date Date of Survey April 2, 2021 Vertical Datum Complies with Public Resources Code §§8801-8819 Ej Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 0 8765(d) 08771 08773 ® Other: Corner/ ElLeft 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: ® See sheet #2 for description(s): SEE SHEETS 2 AND 3 FOR CORNERS FOUND AND ESTABLISHED. LANU SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Su eyors' Act on ADril 3, 2021 Sig P.L.S. or R.C.E. No. PLS 4208 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 1A �i> I (a t z(D, 2 I and examined and file , rtfJ!"�! �ai iXva,7, / Signed Title County Surveyor's Comment _P_L.S. or R.C.E. No. CHRISTO FO Nl�t ERSO 4 m Z/ *,,IgLUAM H. ORIOGNEL.L W. no 'fA 4'CA O BPELSG-2016 Page 1 olp s( -' 4 DOCUMENT NUMBER AGENCY INDEX CORNER RECORD LOT 82, BOOK 43 MAPS PAGE 51-53, LYING IN SECTION 36, T23N, R 3E, BUTTE COUNTY, CALIFORNIA. 63°23'55" W (M) 15.94' QN L1 N 60°00'00" W (R) 15.94' N 15°00'00" E O N 15-0519" E (R) 64.00' (M) 63.79' SCALE: 1"=60' may` v N 52°09'25" W (R) 110.37' L3 N 52°27'20" W (M) 110.36' N 60-00-00" W (R) 75.50' L4 N 60-17-21" W (M) 73.74' JOHN D. CHRISTOFFERSON, INC. 1804 6TH STREET OROVILLE, CA LIFORNIA (530) 518-3054 Cj\AUTOCAD\Land Desktop 2009\21-009B\dwg\21-014,dwg 4/20/2021 11j4265 AM PDT PAGE 2OF3 DOCUMENT NUMBER AGENCY INDEX LOT 82, BOOK 43 MAPS PAGE 51-53, LYING IN SECTION 36, LEGEND: T23N, R3E, BUTTE COUNTY, CALIFORNIA. • FOUND MONUMENT AS INDICATED SET 1/2" REBAR TAGGED L.S. 4208 OR AS INDICATED O POINT DETERMINED ONLY SET PK NAIL AND L.S. 4208 TAG IN CONCRETE (M) MEASURED N.O.R. NOT OF RECORD (C) CALCULATED P.I.P. PLUGGED IRON PIPE (R) BOOK 43 MAPS, PAGE 51-53 BASIS OF BEARING (Z) FD. 3/4" I.P. LS 3734 PER (R) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 2, NAD 83, EPOCH 2O10.00, AS ESTABUSHED BY G.P.S.. THE © FD. 3/4" O.I.P., LS 3734 PER (R) DISTANCES SHOWN AS (M) ARE GRID DISTANCES. TO CALCULATE SURFACE ©FD. 2""O.I.P., W/SMASHED TOP, MEASUREMENTS, MULTIPLY BY THE COMBINATION FACTOR OF 1.00001. 2" LS 3734 PER (R,R2) OD FD. 3/4" I.P. LS 8154 PER (X) OE SET 1/2" REBAR LS 4208 1.5' NORTHEASTERLY FROM 4' HIGH RETAINING WALL OF SET PK NAIL & LS 4208 TAG +-0.25 FROM N'LY FACE OF 4' RETAINING WALL AND AT PROJECTION OF WILY FACE A 3/4" I.P. LS 8154 BEARS N 29-04'15" W (M) 1.43' © SET 1 /2" REBAR LS 4208 AS WITNESS CORNER BEARS S 51023"' E (M) 0.38' FROM PROPERTY CORNERS QH SET PK NAIL & LS 4208 TAG +-0.3' FROM N'LY FACE AND +-0.3' FROM W'LY FACE OF SIDEWALK lO FD. 3/4" O.I.P., BEARS N 38017'51" W (M) 0.20' PER (R) LS 3734 PER O L.S. � 4208 6/30/202PY1ti`� (R) (M) (R) (M) (R) 9 EXPIRE C7 C2 633.52 �3.64' 0'F' Tan10 4548' Tan =33.52' Tan ' C3 Tan Tan �3.075' CALM 4=22049'09" A=14009'25" A=14009'25" A=1032'53" 4=1035'30" R=270.00' R=269.97' R=270.00' R=269.97' R=270.00' JOHN D. CHRISTOFFERSON INC' 1804 6TH STREET OROVILLE, CA LIFORNIA DATE�"�'Z (530) 518-3054 OHGN D. CHRISTOFFER D Ct\AUTOCAD\Land Desktop 2009\21— 9PB'cl Qg j2Q8014,clwq 4/20/2021 11,42,55 AM PDT PAGE 3OF3