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Home My WebLink AboutT22N_R3E_12-041CORNER RECORD Agencylndex i22N> k Document Number /Z — 4/ City of PARADISE County of BUTTE , California Brief Legal Description LOTS 4 AND 5, RANCHO ESTATES SUB, 28 MAPS 29-30 CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Corner ❑ Control Elevation ❑ Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot ------------ }---------- ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey November 30, 2021 Vertical Datum Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ® 8765(d) ❑ 8771 ❑X 8773 ❑ Other: Corner/ Q Left as found Established El Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Reestablished Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed Q See sheet #2 for description(s): SEE SHEETS 2 AND 3 FOR DETAILS AND SURVEYOR'S STATEMENT '' CHRISTOFEERSON This Corner Record was prepared by me or under my direction in conformance with * 4208 ,P the Profss 'oval Land(SS ors' Acton November 30. 2021 T9T\�F IJ AI�F sG�'! Cyr P.L.S. or R.C.E. No. PLS 4208 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined a d file, Signed aL Title 6`� County Surveyor's P.L.S. or R.C.E. No. W9UJAM H. 9 ORFOGNE .L Ato.em 9�. 4\0'pCA�e� BPELSG-2016 Page Ior2 n -'- Cn 0.22 SOUTH OF LINE C C- II O D =ems 6+26.60 (M) 6+26.67 (MS) A o = I j 6+26.69 ((R) Z A MOD W 2 0 n p r I o 7 FTI � r N O O NO Np w O �oC A r N m= 90' (n "'( w m��03 m z h O D -n O .gyp cp m TI m p .� it m r 9 II O -1 rn W ,D.pp A© N m �_ y W 7J 0 3 ��00 3 in o N qA� % O m�- a D D r m r3 II w N N Z O n O W I� I91 p i�N ( N wll mo Zz N A lI S W N D3 �NO W SON O D O 9 �7�1 9t�0 b Si. O OO N -a Am O) N CA i u i m m 0 m �\ LOT 6� A LOT 7 ` 000, Q f��\ ) o ( ) 1 O I N 08°OS'22" E C.L. C-p.S N 1 V _ _ N* 08° EM) 167.41' 40'S5" 167.54' 3) RADIAL 117.41, (M) \ HELD FOR POSITION N/\ 717,54' (R) 4+37.02 (M) W W / \ © \ Nra o Z O A A I m am w q m 3 LOT 8 i of o 0 0 ? V� I N m m m Q �v W O c-n 6 al mm I\ m(D CD cn Iz m m y S 00°39'40" E (M) 135.73' ` 3+46.94 (M) M _ C) I y y I N 00°01'30" W (R) 135.72' r 3+46.69 (R) 0C)9 1, W cZmo Z `� Ww C-) IZT Z O `� 2N Ic�p� o� m ZZ Z (O�CJD a vo �n o �� z r o mz z CA m oo No O 2+98.80 (M) Z -� _ 20 m > w m m m 0.12' NORTH (M) MwG)m � m 3 w N p o D Z p D- 2-1 i l a 9); w o om m C0 I M w Cl) /mom n Cl) J 30' (R,M) O \ N p N 00°01'30" W (R) 135.85' \ 2+36.86 (M) T Z Z< I S 00°37'37" E (M) 135.86' / 2+36.69 (R) O pp L NOTE #4 SEEco n _ Z -0 D i i \co O cnm; I o m a m SEE SHEET 3 D co ' L SEE SHEET 2 D � 3 0 0 rn 'o a o� n Z % 0 - 0 130.(R.M) c w Oa l Q O r N 00001'30" W (R) 135.85' \ 2+36.86 (M) r ti c ITI = (n T S 00037'37" E (M) 135.86' / 2+36.69 (R) N 00 (� co -I O SEE NOTE #4 z is D m 0 A c3i m -n m m 1 ITT cn 03 IU cil 31 O Z Z l� O Z N m D A m Ln z n LOT 3 N n 1 r i mmo mco D3D / N N R) rn I 4 C VI Q i t 1 0+91.69 (R) ND R1 r O O O Q o o 0*• r m LOT 2 w m m00 Op mo m 00 D 3 v m r -i SZ'z'r 10 m O y 0 ro A C A C A 5 o O O� C C-q t z m 3 W O r- �A ozO zo OZ D Om m o m =] 3 3 C T O �� '1 'v { m m 9 O m co O 0 �my� > moo 00 =v O Ov 3 M C 90 n0DD zcZimNm?Nm may v n m> z Z �0+00.00M o ZZyO �J XGzcm c:m M= z0N mr z o O OmOo C Z � N m - TO +'_ Z00 �O vm D Ow GC7 n < r z m =�1Zw 1� D Jv m O N� m o vri �^ Z cn o Li m rn n m z v) a NZzz O Om ZmNM0mm 0E, Mm rmO n�a N mmO� OZ=n T 000 am03 G- mC-m 1 co 59 ZOZm�'W m3�> D m m Z zz�A c/121D�-ZID v z :.o>z :XI O 2 m m > z —ni y c � m Z CD� Z ONWQ Im TT A 0 Q II 0 la_IIfL 0 ?�}� W m Da0 m a to 0 m <nm� C in p CD BASIS OF BEARING CA)THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE 0 SYSTEM ZONE 2, MAD 83, EPOCH 2O10. AS ESTABLISHED BY G.P.S.. THE DISTANCES w SHOWN AS M ARE GRID DISTANCES. TO CALCULATE SURFACE MEASUREMENTS, MULTIPLY BY THE COMBINATION FACTOR OF 1.000108.