HomeMy WebLinkAboutT22N_R3E_26-004CORNER RECORD Agency Index i�zN , k3i�
Document Number
City of Paradise County of Butte California
Brief Legal Description The east quarter corner of section 26, T22N, R3E, of the Mount Diablo Meridian.
CORNER TYPE COORDINATES (Optional)
N. E.
®X Government Corner ® Control Elevation
® Meander ® Property Units ® Metric ri U.S. Survey Foot
-----------r-------- - X
® Rancho ® Other Horizontal Datum
Zone Epoch Date
Date of Survey February 22, 2023 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: r 8765(d) 118771 E18773 ® Other:
Corner/ n Left as found FlEstablished FIRebuilt ® Pre -Construction
Monument: El Found and tagged Reestablished FIReferenced ® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
FV See sheet #2 for description(s):
Reset the east 1/4 corner of section 26, T22N, RK of the Mount Diablo Meridian with a 1/2" rebar and
plastic cap stamped, LS 6076, set in concrete. Monument was set locating the SE corner of said
section 26, holding the record bearing from Parcel Map 53/34, and measuring 60 feet from the found
monument located on the quarter section line, on the southerly right of way of Circle Lane.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Survevots' Ammon %//.? / -� a A 3
Signed
P.L.S. br R.C.E. No
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received 5, - 2_3 — Za y
and examined and filed `-
Signed';e�
Title �/ G
County Surveyor's Comment
P.L.S. or R.C.E. No.
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U� PAUL T. �o
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�60769�F OF CAO. SC�
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WILLIAM A
BRI DGNELL
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Document Number Aaencv Index
OFND 2 3/4" TOPPER, STAMPED LS 2780
PER (RI)
FND 3" DISK IN 2" IP STAMPED, BUTTE COUNTY
PUBLIC WORKS, LS 3634, MARKED AS THE CORNER
FOR SECTIONS 25, 26, 35, 36
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FND 3/4" IP W/TAG, LS 2843
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O SET 1/2" REBAR W/CAP LS 6076 IN CONC.
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RESET EAST 1/4 CORNER
SECTION 26
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RESET THE EAST 1/4 CORNER OF SECTION 26 USING THE RECORD
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BEARING FROM R2, AND MEASURING ON THAT BEARING 60 FEET.
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THE TIE FROM THE N 16TH CORNER WAS MADE TO CONFIRM THE LOCATION
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OF THE RESET CORNER, AND WAS NOT USED FOR LOCATING THE RESET
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CORNER.
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R1 - DATA AS PER 127- R/S-11
R2 - DATA AS PER 53- P/M-34
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