HomeMy WebLinkAboutT19N_R4E_1-001CORNER RECORD Agencylndex 115N.94E.
Document Number I - 1
City of
Oroville
County of
Butte
, California
Brief Legal Description
Lot 23,
Kellev Ridge Estates Unit 2B,
Section 1, T19N,
R4E, MDB&M
L916MIlzrAng' 4
Government Comer rj Control
Q Meander QX Property
N. _
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric QX U.S. Survey Foot
Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey April 21, 2020 Vertical Datum
Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: [E 8765(d) 0 8771 ❑ 8773 ❑ Other:
Comer/ ® Left as found Established Rebuilt Pre -Construction
Monument: Found and tagged ® Reestablished Referenced ® Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the ProfessionalalnLand Suurrvey/oorrs'pAct on April 23, 2020
Signed P.L.S. or R.C.E. No. L.S. 5181
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received1 / 24 t 20Z0
and examined apd filed Jjj/ �10oZU
Signed .'!f P.L.S. or R.C.E. No. P.L.S. 8096
Title County Surveyor
County Surveyor's Comment
C
kY?i.! it-%Gl H. D0
6?Fl§�rr��ELL
No. W198 k
e
BPELSG-2016 Paga 1 of
Document Number A enc Index
N FD 1 1/4" DIP W/ 1/2 FD 3/4" IP PLASTIC CAP
C) REAR INSIDE NO CAP RCE 13062 W/ TACK
/TRUE '29'W 0.11' FROM
N NOT ACCEPTED O AP f// TRUE C29'
R) CALLS" FOR 3/4" IP
it M 05'10 09 E 0.3 ' FROM
N TRUE COR. \ 237.97' (R)
1,52E 1 70.22' (R)
N792 70.22'(R)(M)
L J 97 59' (R) o�, CURVE DATA (R)
J W N Z °' �: LOT 24 N� 0 = 28'33'01"
I '� o n R = 250'
N 0 LOT 22 w o L= 124.57'
w
L70.0� R ^
10.pd R o.
153.28 (R) 1
CURVE DATA (R)FD N745217"E 1
�= RLS 65'04'35" CAPP4085 PLASTIC o-
Zo
R = 150' S61/ LOT 23 TRUE COR.., NO REC ROFD. N /
L = 170.37'
LISA MELTON N
/ R.S.N. 2015-0032067 W
20 LA�FORET19 SDRIVE ^�
APN: 069-060-033 O
43 M 27, 28 & 29
30' 0' Y n 's
(R (R c `+' a W
CURVE DATA (R) O W m
W ' Wk > R = 600' 23" N ^ O
O L = 54.87'
in Lu 3Ol = 2 Q
m
Q
p � /
xW —J � /
N � ^
,d CURVE DATA (R)
o l A = 02'39'41" = N
2 R = 600'
L = 27.87'
CURVE DATA /
= 1014'40"
R
R = 500'
L = 89.40'
LEGEND
• SET 3/4" IP LS 5181
O FD POINT AS NOTED BASIS OF BEARINGS
A FD STD CENTERLINE MON. THE BASIS OF BEARINGS FOR THIS SURVEY
-0- CALCULATED POINT IS A LINE BETWEEN FOUND CENTERLINE
M) MEASURED MONUMENTS ON OAK HILL DRIVE
C) CALCULATED CALCULATED PER 43 M 27, 28
R 43 M 27, 28 & 29 & 29 AS, S15'33'12"W.
SPELSG-2016 Page 2 of 2