HomeMy WebLinkAbout241CR31CORNER RECORD Agency Index
Document Number 11403
City of UNINCORPORATED (BETHEL ISLAND) County of CONTRA COSTA California
Brief Legal Description 202 PM 24 PCL A & PCL B
REFERENCE APN: 029-050-065
CORNER TYPE COORDINATES (Optional )
❑ Government Corner
❑ Meander
❑ Rancho
N, E.
Control Elevation
Property Units ❑Metric ❑ U.S. Survey Foot
El Other Horizontal Datum
Zone Epoch Date
Date of Survey 11 /02/2022 _ Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.:
® 8765 (d)
❑
8771
❑
8773
D
Other:
Corner/
® Left 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):
FOUND AND SET POINTS AS SHOWN ON SHEET 21 PER PARCEL MAP SUBDIVISION MS 05-0012,
FILED FOR RECORD IN BOOK 202 OF PARCEL MAPS AT PAGE 24, CONTRA COSTA COUNTY
RECORDS.
22208-C R
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors` Act on NOVEMBER 11 2022
Signedjz�ev�;� P.L.S. or 8525
SCOTT V. CUNHA
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received QyQ,[XJi
and examined and filed�-
Signed P.L.S. o.... No.
Title L16N
f
County Surveyor's Comment
A): 21--ca a
1
SCOTT V. CUNHA
NO. 8525
BPELSG-2016 Page P of 2
Document Number 11403 A enc Index `II
22208-CR
LEGEND
dl,
FOUND 1" IRON PIPE WITH TAG STAMPED RCE 4000
FOUND 1/2°" REBAR & CAP STAMPED LS 6421, UNLESS NOTED OTHERWISE
I] SET 2" x 2" HUB & TACK & TAG STAMPED PLS 8525
0 50 100 200
Feet
SCALE: 1" = 100'
NOTE: ALL MEASUREMENTS IN US SURVEY FOOT AND DECIMAL THEREOF
I P cip
IPCI`
'(--I CI
114 ir,
A &
LANDS OF
JSLAND MOBILE
I PM
I 141,
IRON PIPE BURIED UNDER ASHPHALT HOME PARK
I 2 G
.
PARCEL D — 18 PM 23
9°'39' ,a ; �'
NO° 20' 05"W
60.00'
S89° 39' 55"W S69° 39' 55"W
476.51' (REBAR-PIPE) 50.01'
94.31' 105.06' 94.64'
124.85' 101.98' 49.98"
N21 ° 36' 15"W
38.17'
I
U
c
FD}"REBAR NO CAP,
LEANING.
i
fl)
y MEASURED AT POINT
60' INGRESS AND EGRESS
EASEMENT
I
WHERE REBAR IS
PM 24
D- 13)
'
VERTICAL
PER 202
(]
F
W fn
o,C6
PCL B
N
A
202 PM 24
"I
CD
cn 202 PM 24
APN: 029-050-065
U)
0
61
Z:
0
SEARCHED FOR PK NAIL �r
NOTFOUND
289.76' (PK - REBAR)
338.11' (REBAR - PIPE)
N89° 39' 55"E
N89° 39' 55"E (BASIS OF BEARINGS)
GATEWAY ROAD
(60' WIDE)
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