HomeMy WebLinkAbout254CR30CORNER RECORD Agency Index Sal ��' 36
Document Number 12135
City of CONCORD County of CONTRA COSTA , California
Brief Legal Description MONUMENT WITHIN VIRGINIA LANE
REFERENCE APN 128-120-042 SUBDIVISION 4980 202 M 39 LOT 21
CORNER TYPE COORDINATES (Optional)
N, E.
❑ Government Comer Control Elevation
® Meander Property Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho El Other Horizontal Datum
Zone Epoch Date
Date of Survey $ 15f2924 Vertical Datum
❑ complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.. ❑ _ 8765 (d) ®,8771- ❑ i1773 ❑ 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 3" BRASS DISK WITH PUNCH STAMPED "CITY OF CONCORD CONTROL STATION" 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.
24256-CR-02 _ LAND\,
SURVEYOR'S STATEMENT" d
This Corner Record was prepared by me or under my direction in conformance with
SCOTT V. CUNHA
the Professional Land Surveyors' Act n AUGUST 18 ,, ,2024 No. 8525
Signed P.L.S.* r 4- 8525 !
V. CUNHA of cap°f'
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed
Signed P.L.S.
Title it�
County Surveyor's Comment
-- I a 0-
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Document Number 12135 ens =Index Ste` Cl
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LEGEND
J O FOUND 3" BRASS DISK WITH PUNCH STAMPED "C1-11It' OF CONCORD CONTROL
U STATION"
U O SET 1" BRASS DISK IN CURB STAMPED "RP PLS 8525"
SET CUT CROSS IN WALK STAMPED "RP PLS 8525"
358 REFERENCE STREET ADDRESS 0 15 30 60
Feet
SCALE: 1" = 30'
NOTE: ALL MEASUREMENTS IN US SURVEY FOOT AND DECIMAL THEREOF
G
Q
128-120-043
820
70
V19,
' 117,,
128-120-042
90 128-210-053
14.83' 34.70' C
.P
J0
,�19� cb,,
128-224-015
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