HomeMy WebLinkAboutT22N_R4E_19-005CORNER RECORD Agencylndex -22N.. R44-
c.
Document Number 19 - '5
City of Paradise County of Butte , California
Brief Legal Description Northernmost parcel ROS Bk. 69, Pq. 43, APN:054-230-108,T22N-R4E-SEC19
T22N
CORNER TYPE COORDINATES (Optional)
® Government Corner ® Control
® Meander M Property
N.
Elevation
E
Units 0 Metric ®X U.S. Survey Foot
19 ® Rancho ® Other Horizontal Datum
R4E Zone Epoch Date
Date of Survey May 16, 2020 Vertical Datum
Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) ® 8771 [] 8773 ® Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ® Pre -Construction
Monument: ❑ Found and tagged Z Reestablished ❑ Referenced ® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
Found southwest record monument of the northern most parcel (Cecil Martin) as shown on Record of
Survey, Book 69, Page 43. Reset record corners of the northern parcel as shown on said map. Set
witness corner on the north boundary line offset 30' easterly from the centerline of Stearns Road as
shown on said Map.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors'
Signed
or R.C.E. No. 30765
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received J u �u I SF, 20 20
and examined and filed :J J[A
Signed 1fe_1 /iGia
Title
County Surveyor's
or R.C.E. No. '3L'%�
BPELSG-2016 Page i or2 I • — 'J
inaex
BASIS OF BEARING
BASIS OF BEARING I5 N 89059'49" E BEING THE EAST -WEST
CENTERLINE OF SECTION 19 AS SHOWN ON BOOK 69 OF
MAPS, PAGE 43 EXTABLI5HED FROM FOUND MONUMENTS
1" = 100'
OUND BRASS CAP IN MONUMENT
WELL EXCEPTED AS WEST 1/4 SET 5/8" REBAR WITH
CORNER, SECTION 19 PER RI,R2,R3 1-1/2" ALUMINUM CAP
BASIS OF SEARING STAMPED "RCE 30765" FOUND 1-1/2" IP, NO
N89-59'49"E(RI) (EAST -WEST R2,R3)
TA&,NO RECORD, PER R3
1989.55'(m) (1989.63' R21989.02' R3)
837.88(0)
(CENTERLINE SECTION 19 RI,R2,R3)
1N
\ \
,.. (837.79' j22)F
........._..7..7 ' .2._---
89'59'49" E 425.32' (c)(Rl) (425.89' R2)
395.32 m
1
-_-.
' 726.35' (m)
(838.26' Ri) i30.00'WITNESS
CORNER TO THE CENTERLSNE OF
23.08 (725.95' R2)
(NOTE 1) i
STEARNS ROAD PER P.I. SET 5/e" REBAR WITH
(c 2R132 00 E v PEARSON ROAD
)( )
i
1-1/2" ALUMINUM CAP STAMPED "RCE 30765".
�o C CENTERLINE
(FOUND 3/4" 1P, WITH PLUG LS 2843, LYING LOOSE
I
1N A HORIZONTAL POSITION ON SURFACE, NOT INSET
POSITION, BASE BEARINGS 87° 3]' 45" E, ADISTANCE
OF 25.30 FEET TO SAID NORTHWEST
'� °-\ 40'
CORNER.)1
DOC#2016-0037497`SET
5/8"REBAR WITH
STEARNS ROAi
1-1/2" ALUMINUM CAP1
EXCEPTING THEREFROM THE WESTERLYii
STAMPED "RCE 30765" OCENTERLINE1r--
25 FEET LOCATED IN STEARNS ROAD PERDOC#2016-0037497
25.25'350.50'N
00'14'30" W
_._ N 88'5294" W (m)(R1)
\ / --FOUND 3/4" IP BEARING N 88" 52' 14" W A
30 01' DISTANCE OF 30.01 FEET, DAMAGED TAG,
SET 5/8" REBAR WITH 1-1/2"ALUMINUM CAP
N 8852'14" W MELTED, NOT LEGIBLE, ACCEPTED AS THE
STAMPED "RCE 30765". (FOUND 3/4"IP WITH
(R7) SOUTHWEST RECORD MONUMENT OF THE
NORTHERN PARCEL PER Rl.
PLUG LS 3634 LYING HORIZONTAL AT A DEPTH
OF 1' BELOW SURFACE, NOT IN SET POSITION,
BASE BEARING 5 64" 50' 21" E, A DISTANCE OF
LEGEND
0.50 FEET TO RECORD CORNER SUBJECT PARCEL.)
m
MEASURED
c
CALCULATED POINT
x
FOUND MONUMENTAS NOTED
Xi
SET 5/8" REBAR WITH ALUMINUM CAP STAMPED "R.C.E.30765"
CALCULATED POSITION. NOT SEARCHED, FOUND OR SET
(R1)
MAPS BOOK 69 PAGE 43 WITH CERTIFICATE OF CORRECTION 86-07106
(132) MAPS BOOK 16 PAGE 4
(R3) MAPS BOOK 53 PAGE 22
SUBJECT PROPERTY LINE
RIGHT OF WAY LINE
SECTION LINE
ROAD CENTER LINE
NOTE 1;
RI IN "DETAIL A" SHOWS A MEASURED DISTANCE OF 838.26' FROM THE
1/4 CORNER TO A 3/4" IRON PIPE ON THE WEST RIGHT OF WAY LINE OF
STEARNS ROAD WITH A REFERENCE TO "RECORD OF SURVEY 16-4" WITH A
DISTANCE OF 837.79'. HOWEVER, 16-4 SHOWS THE MEASURED DISTANCE
FROM THE 1/4 CORNER TO BE TO THE CENTERLINE OF STEARNS ROAD.