HomeMy WebLinkAboutT22N_R4E_6-011CORNER RECORD Agencylndex 77Z/V`I 2�
Document Number
City of Town of Paradise County of Butte California
Brief Legal Description Lot 1, Book 98 of Maps, Paqes 46 & 47
0
CORNER TYPE COORDINATES (Optional)
171
❑ Government Corner ❑ Control
Meander Q Property
❑ Rancho 0 Other
N.
Elevation _
Units
Horizontal Datum
E.
Metric ❑X U.S. Survey Foot
Zone Epoch Date
Date of Survey June 17, 2022 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
T22N, R4E, MDBM ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) 08771 ❑ 8773 ❑ Other:
Corner/ Left as found 0 Established ❑ Rebuilt Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑ See sheet #2 for description(s):
Three (3) of the property corners were reestablished using found monuments and record bearings and
distances from Book 98 of maps pages 46 and 47. The found monuments and set monuments are
described on Page 2.
QROF ESS ION,f
SURVEYOR'S STATEMENT 40 �0 E. G/4e � Fy
e F �
This Corner Record was prepared by me or under my direction in conformance with
No. 31689 s
the Professional L S ry yors' Act on U 2022
� EXP. 12/31 /22 •
Signed P.L.S. or R.C.E. No. 31689
rT civil.
9rf OF CA00' P
COUNTY SURVEYORS STATEMENT
This Corner Record was received / � / 2,0
\ANDS 9\
and examined aqd f d
Signed P.L.S. or R.C.E. No. C " WILUAM H. 9
666���vvv / III SRIt}3RaLL
Title % Ll �UI'U�rtc*��—' \\emu No, Bow
County Surveyor's Comment N�%
, v/'CAO
BPELSG-2016 Page l of
�— I l
1EGEND
• FOUND MONUMENT, AS NOTED PROPERTY BOUNDARY
O SET 5/8" REBAR TAGGED RCE 31689 — NEIGHBORING PROPERTY LINE
0 COMPUTED POINT, NOTHING FOUND OR SET - CENTERLINE
(IP) IRON PIPE (D AND R) RECORD DATA PER REFERENCES
(NOR) NOT OF RECORD (FCP) FROM COMPUTED POINT
(M) MEASURED
(C) CALCULATED APN -�
FD 5/8" REBAR 050-100-120 z o
NO TAG (R2) AT LOT 3 (R3)
CENTERLINE &
15.00' o
3/4" IP LS 6373 N89'56'S0"E (R1,R3) 209.16' (R1,M) 13.47' (C)
0.4T E'LY (R2) i (R1,D1,M) to195.69' (C) 195.16'(R3) O
/ 194.16' (R1,M)
FD 3/4" IP LS 6373
c� (LS 2780, R3)
0.77' SLY FROM
E _ BOUNDARY
O lu)
APN
NI a Iv U 050-100-142 o
l o w PARCEL 1 (Rl) w
Of V) 00 15.00' RSN: 2021-0021523 0 0
rn i Z N (R1,D1,C) z
3 o FD 3/4 IP LS N
3346 BENT o
z N71'05'37"W 0.29' z
PARCEL
orn pay' o (FCP ) 194.16' (R1,C) 3
(on> '� 3 N N89'56'50"E 209.16' (R1,C) (RI)
�W I 0
30'ROW 7
)
\\ APN FD 3/4" DIP BENT
`FD 3/4" IP LS 050-100-143 (LS 3346, R1)
FD 3/4"' 3346 BENT PARCEL 2 (Rl) S18*0FROM SET6MONUMENT
OIP (R2) S22'04'29' W 0.25'
(FCP)
RECORD REFERENCES:
(D1) - RSN 2021-0021523
(R1) - PARCEL MAP BOOK 98 OF MAPS, PAGES 46-47
(R2) - RECORD OF SURVEY BOOK 194 OF MAPS, PAGE 72
(R3) - PARCEL MAP BOOK 49 OF MAPS, PAGE 78 40
SCALE 1 "= 40'
W. GILBERT ENGINEERING
140 YELLOWSTONE DRIVE, SUITE 110
CHICO, CALIFORNIA 95973
(530) 809-1315
JULY 11, 2022 SHEET 2 OF 2