HomeMy WebLinkAbout240CR10CORNER RECORD Agency Index
Document Number 11341
City of ORINDA County of CONTRA COSTA California
Brief Legal Description MONUMENT LOCATED WITHIN LOMAS CANTADAS
REF APN: _.265-100-006 RS 3721 150 LSM 21
CORNER TYPE COORDINATES (Optional )
N. E.
❑ Government Corner Control Elevation
❑ Meander Property units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho El Other Horizontal Datum
Zone Epoch Date
Date of Survey 07/05/2022 Vertical Datum
[:]Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS_Act Ref.:
❑ 8765 (d)
Q
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, or removed:
❑ See sheet #2 for description (s): SEE 11199 (238 CR 36)
SET MAG SPIKE AND WASHER STAMPED PLS 8525
FOUND AND SET POINTS AS SHOWN ON PAGE 2.
THIS POINT WAS INSTALLED AFTER A CONSTRUCTION PROJECT IN THE VICINITY.
THE TIES SHOWN HEREON ARE FOR THE PURPOSE OF PERPETUATING FOUND MONUMENTATION. NO CLAIM IS MADE AS
TO THE RELATIONSHIP OF THE POINTS OR LINES SHOWN HEREON TO TRUE BOUNDARY LOCATION.
210514Lnmas Cantadas-POST-CR-08
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional La Surveyors" t on JULY 08 2022
Signed P.L.S. or 8525
CO V.CUNHA
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received ) V 2• , 2-022.
and examined and filed S . ZZ
Signed P.L.S. . . No. 7438
Title INTERIM COUNTY SURVEYOR
County Surveyor's Comment
LAND
SCOTT V. CUNHA
NO. 8525
BPELSG-2016 Page 1 of 2
3k-\ (D r r)
Document Number 11341 Agencyindex L-,%L,
L 21051 -Lomas Cantadas-POST-CR-08
@ SET MAG SPIKE AND WASHER STAMPED PLS 8525
)K FOUND MAG NAIL AND TAG "RP LS 8525" (238 CR 36)
0 FOUND REBAR & CAP "RP LS 8525" (238 CR 36)
REFERENCE STREET ADDRESS
Feet
30 0 30 60
SCALE: 1" = 30'
ALL MEASUREMENTS IN U.S. SURVEY FEET AND DECIMAL THEREOF
04 C;4At
265-100-006
150 LSM 21
C�!:D
265-100-007
029
l_Q IQ.
cv)
c'v
4.38
238 CR 37
16 Page 2 of