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CORNER RECORD .1 -f
Document Number L I
City •
of Pinole County of Contra Costa California
Brief Legal Description Lot 71 (100 M 19), APN 403-361-024
CORNERTYPE COORDINATES (Opti—o—naT)
N. —"— E.
Government Corner Control Elevation
Meander X Property Units Metric U.S. Survey Foot
Rancho LJ Other Horizontal Datum
Zone Epoch Date
Date of Survey February 12, 2024 Vertical Datum
[:] complies with Public Resources Code §§8801-8819
E-] Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) El 8771 08773 ElOther:
0
Corner/ 0 Left as found El Established ❑ Rebuilt 0 Pre -Construction
Monument: 0 Found and tagged 0 Reestablished Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
[Z] See sheet #2 for description (s):
Used three found monuments on Page Ct and Kilkenny Way per 100 M 19 to reestablish the Northelry
and Westerly Property Line of Lot 71 as shown on 100 M 19.
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on March 20, 202�4
11
Signed 71tsv%. Al P.L.S. or R.C.E. No. 9653
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed sz
WE
P.L.S. or**eE. No.
If
BPELSG-2016 Page I of 2
Document Number 18 9 6
REFERENCES 0'r93 L46' N,w
(1) 100 MAPS 19 64.28, fl)
N.,
LOT 72
30
I
2
C)
p
00
zi
w-'a0dip
E
w
of
LO
0 2b
00
00
N49-32'00"W(I CN
LOT 62
25' (1)r257 (11)
0 25 50 100
LOT 70
IN FEET
I inch = 50 ft.
LEGEND
0 w
CD
(M—M) MONUMENT TO MONUMENT
K 0, LLJ
Cr 0
REFERENCE NUMBER
Ll <
FOUND 2.5" BRASS DISK WITH
NOTES:
PUNCH IN MONUMENT CASTING
DISTANCES AND DIMENSIONS ARE
0 SET 3/4" IRON PIPE WITH PLASTI
IN FEET AND DECIMAL THEREOF.
CAP PLS 9653
FA 2. DISTANCES ARE AT RIGHT ANGLES,
<
[3 SET NAIL AND BRASS TAG PLS
M C:) UNLESS OTHERWISE NOTED.
9653 IN CONCRETE SIDEWALK
CD
00
BASIS OF BEARING
cq"
b
THE BEARING N40-28'00"E BETWEEN
Z�
�KILKENNY WAy
TWO FOUND MONUMENTS ON PAGE
(50, WIDE)
COURT AS SHOWN ON (1) WAS
0 0 " M) -
�o 0'(l
USED AS BASIS OF BEARING.
I. 184.89-101)"*
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