cr15_0094NOT /CE. Filing this Corner Record does not relieve you of filing a Record of Survey when it is required by the Professional Land Surveyors' Act.
CORNER RECORD BOOK /PAGE
City of Pr s County of California
Brief Legal Description �.oT Z-(, �� -oc.c. �, /q S1 Z 7o. -4. l T At j, R 3L✓ 513N1
(Include: Sec., Twp., Rge., and Meridian or Rancho)
CORNER TYPE COORDINATES (Optional)
i
i
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• Government Corner ❑ Control
• Meander pl Property
• Rancho ❑ Other
• Date of Survey )1 1,31 2o►y
N.
E.
Zone
NAD 83 Epoch
Elev.
❑ NAD27 ❑ NAD83
Vert. Datum:
Meas. Units:
• NGVD29 ❑ NAVD88
• Metric ❑ Imperial
Corner — ❑ Left as found ❑ Found and tagged ❑ Established Reestablished ❑ Rebuilt
Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner:
A description of the physical condition of the monument as found and as set or reset:
SLOG PAUL z
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with the
Professional Land Surveyor' ct on 14oyLrm.j5j 1 20 fiq .
Signed L. S. or RE. Number $j3 (o
SURVEYOR'S STATEMENT
This Corner Record / was received o,/. 2 ; ��� and examined
and filed —,- 20
Signed Duty County Surveyor
L.S. or Pi-E- Number 74
County Surveyor's Comment
NO. 8126
EXP. 1
OF OA��� �
THE FILING OF THIS CORNER RECORD
DOES NOT RELIEVE THE SURVEYOR
FROM ANY RESPONSIBIMY OF THE
FILING OF A RECORD OF SURVEY
A.P.N. ZZ. Page 1 of FILE NUMBER
I b j
(Optional. For future indexing) UI
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200.05 50.02'
700.16"
( nn')
2ND STREET
170 1" IP W/ NO TAG ON 0.3'
PER RS 120/61
SURVEYOR'S NOTES
[700.25']
A
N89'55'59"E 760 * 14' --
[N89'55'59"E 760.26']
(760.00') FO 2" BRASS DISC ON 0.1
PER RS 120/61
I
FILE NUMBER
aye 2 o,'2
10-19839-466 Rev. 2/04
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(200-00-) L (50.00')
200.05 50.02'
700.16"
( nn')
2ND STREET
170 1" IP W/ NO TAG ON 0.3'
PER RS 120/61
SURVEYOR'S NOTES
[700.25']
A
N89'55'59"E 760 * 14' --
[N89'55'59"E 760.26']
(760.00') FO 2" BRASS DISC ON 0.1
PER RS 120/61
I
FILE NUMBER
aye 2 o,'2
10-19839-466 Rev. 2/04