HomeMy WebLinkAbout239CR50CORNER RECORD Agencylndex '-J-S(q cQ, 5
Document Number
City of ORINDA County of CONTRA COSTA , California
Brief Legal Description MONUMENT LOCATED WITHIN LOMAS CANTADAS
REF APN: _265-100-005 137 LSM 12
CORNER TYPE COORDINATES (Optional )
❑ Government Corner ® Control
❑ Meander ® Property
❑ Rancho ❑ Other
Date of Survey 06/22/2022
N. E.
Elevation
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref-: ❑ 8765 (d Q s��1 ❑ s��sEl Other.
Corner/ ❑ Left as found ❑ Established ❑, Rebuilt Pre -Construction
Monument:
❑ Found and tagged X❑ Reestablished ❑ Referenced IR Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑ See sheet #2 for description (s): 21051-Lomas Cantadas-POST-CR-03 / SEE CR 11203 (238 CR 40)
SET 2.5" BRASS DISK WITH PUNCH STAMPED "CUNHA PLS 8525 RESET 2022" IN STANDARD CONTRA COSTA COUNTY WELL
MONUMENT.
FOUND AND SET POINTS AS SHOWN ON PAGE 2.
THIS POINT WAS RESET 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.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors'Act on JUNE 30 2022
Signed h� P.L.S. or ;; 8525
SCOTT V. CUNHA
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received +, 2 G,
and examined and filed CA.ilA 22- 2-0
Signed ZP.L.S. . `. , No. 7438
Title INTERIM COUNTY SURVEYOR
County Surveyor's Comment
SCOTT V. CUNHA
NO. 8525
BPELSG-2016 Page 1 of 2
Document Number 11331 Aganf-v Index
LEGEND 21051-Lomas Cantadas-POST-CR-03
Qo SET 2.5" BRASS DISK WITH PUNCH STAMPED "CUNHA PLS 8525 RESET 2022"
IN STANDARD MONUMENT WELL.
FOUND CUT CROSS IN VALLEY GUTTER (238 CR 40)
X FOUND CUT CROSS (238 CR 40)
FOUND REBAR & CAP "RP LS 8525" (238 CR 40)
REFERENCE STREET ADDRESS
Feet
30 0 30 60
" =
ALL MEASUREMENTS IN U.S. SURVEY FEET AND DECIMAL THEREOF SCALE: 130'
l9
265-151-001
to
�l
0
6 ^
265-140-006
132 LSM 1
o�
68°5'8„
265-100-005
PELSG-2016 Page 2 of 2