HomeMy WebLinkAbout252CR22CORNER RECORDAgency Index25C
Document Number 11982
City of CONCORD County of CONTRA COSTA , California
Brief Legal Description WELL MONUMENT LOCATED WITHIN TILSON DRIVE
CAMBRIDGE GROVE UNIT NO. 1 TRACT 2064 54 M 11 LOT 17 REFERENCE APN: 128-155-003
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 06/26/2 44 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ a ss d ❑X 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):
FOUND 2" BRASS DISK WITH PUNCH (NO LEGIBLE MARKINGS) IN MONUMENT WELL.
FOUND AND SET POINTS AS SHOWN ON PAGE 2.
THIS POINT WAS REFERENCED PRIOR TO 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.
24230 Pre-CR-01
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
LNO.
UNHA
the Professional Land Surveyors' Act on .TUNE 27 2024 25
Signed � �.�-��`" P.L.S. ort �". �:t� � $525 �
SCOTT V. CUNHA of cA�N r
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
c '
and examined and filed in wx f n -kite v-\
Signed 3jP.L.S. or R-e-r No.
Title
County Surveyor's Comment
BPELSG-2016 Page 1012
Document Number 11982 Agency Index 9 �5 �;/), Ce C'�
0 24230 Pre-CR-01
ch LEGEND
r
J FOUND 2" BRASS DISK WITH PUNCH IN MONUMENT WELL
`t SET 1" BRASS DISK WITH PUNCH "RP PLS 8528" IN WALK
U
U) ® SET 1" BRASS DISK WITH PUNCH "RP PLS 8525" IN CURB
1127 REFERENCE STREET ADDRESS
Feet
30 0 30 60
SCALE: 1" = 30'
NOTE: ALL MEAUSUREMENTS IN U.S. SURVEY FOOT AND DECIMAL TH REOF
128-155-011
128-233-001
1181
ASPEN DRIVE
128-155-003
#1„ 1196
in
0
0
w
°'- 128-155-004
� .jcr� 1102
to
128-155-005
128-231-030 1188
1103
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