HomeMy WebLinkAbout252CR39CORNER RECORD
Agency Index v 3
w12��
Document Number
City of LAFAYETTE County of Contra Costa , California
Brief Legal Description LOT 3, (71 M 29) Humannco Job #: 24025
CORNER TYPE COORDINATES (Optional)
N. E. -
❑ Government Corner ❑ Control Elevation
❑ Meander ® Property Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey: MAY 08 2024 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 ❑ Reestablished ® Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, 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
Land Surveyor's Act
Signed
.1 J ..
tcl A. Humann
COUNTY SUR
This Corner Record was received
and examiried and filed
.L.S. No. - __ 5452
/EYOR'S STATEMENT
CA t d vim`
i ooc:>( k
'T P.L.S.
V
Title - Count Sore or __
DANA M TREZISE
County Surveyor's Comment
APN: 245-040-003
Document Number: ^ 1 2 1 Agency Index:
SEE REVERSE SIDE
LEGEND
� FOUND STANDARD�....�.,._.....m�,� �..
'CONTRA COSTA
09 COUNTY MONUMENT PER 71 M 29
O SET 518" STEEL BAR & PLASTIC CAP PLS 5452
e� ❑ SET WOODEN HUB & TAG PLS 5452
�o SET NAIL & TAG PLS 5452 6.00
(R) RADIAL BEARING R--475.00
(M—M) MONUMENT TO MONUMENT A---0°43'25"
NTS NOT TO SCALE N85°32'00*# S9°29 30
DETAIL A 7.50'
N.T.S 4 0' 18.64'
_M
2S#28 ___
\R 0 S' EE � 5 00 S85°32'"_
_00W
-4°28'09"W--0°43'25»
"87
ti = 54.98 25.00' 97.50'
0! R= 50,00 N85°32'00»E
0,00 12.89'
0 '54-' "9 00? 01 18.64'
i N DETAIL A
L=11.50
OD o R=325.00
A---2°01'39
LOT 2Ln
z " LOT 4
w
Ln
LOT 3
,a 1.0 W v
O N N (.0
o W p (�
ga o
DETAIL B
DETAIL B 60
N.T.S w
co
"o
cry
21.55'
Vt
01 32.. ��
DETAIL C � y 4`
N.T.S S7V4 '" "* C N78°49'27"E
DETAIL 59.71
' ° S5738'00"E
I
29.00'
c
APN: 245-040-003 Scale: 1 " = 40'