cr25_1177CORNER RECORD
Agency Index
Document Number
eitq-of Community of Pine Cove County of Riverside
Brief Legal Description Lots 4 and 5, Block "W'. M.B. 11/91-92
1
X
CORNER TYPE
Government Corner
rl
Control
Meander
rXI
Property
® Rancho
[I
Other
Date of Survey March 17, 2020
Por. NW % SW'l Sec. 1, T.5S., R.2E., S.B.M.
PLS Act Ref.: rfl 8765(d) E18771
Corner/ FZ Left as found
Monument: 0 Found and tagged
N.
Elevation
Units [I Metric M 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
CR2O0463
P.N. 559-093-014101
, California
COORDINATES (Optional)
E.
El 8773 1:1 Other:
Established Rebuilt r_1 Pre -Construction
Reestablished ❑X Referenced El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
ED See sheet #2 for description(s):
AO Corner falls on massive granite shelf. Drilled 2" hole into granite, set 30d ni., P.L.S. Tag 8389 & tin, flush in granite shelf, 6" below
surface, by single proportion.
f1-1*1 Set conc. nl. & P.L_S. Tag 8389, flush in massive granite shelf as shown.
9C Set 1" I.P. (O.D.) tagged P.L.S. 8389, 4" up, by single proportion.
D Set 1" I.P. (O.D.) tagged P.L.S. 8389, 3" up.
9E Set conc. nl. & P.L.S. Tag 8389 in Southerly face of granite shelf, flush, by single proportion.
F Set 1" I.P. (O.D.) tagged P.L.S. 8389, flush in asphalt drive, by dist./dist. intersection. `AND SU��
SURVEYOR'S STATEMENT
� N.
o
This Corner Record was prepared by me or under my direction in conformance with LEE J AR ON
N.
the Professional L d Surveyors' Act on
Signed L2
Lee Arnson
A ril 14 2020 ik * l *
`q
�F QF C
P.L.S. o. R.G.E. No.
COUNTY SURVEYOR'S STATEMENT
P.L.S. 8389
This Corner Record was received August 11, 2020
and examined and filed
Signed P.L.S. or R.G. . No. 8488
Title County Surveyor
County Surveyor's Comment
�Ap,L LAlVp31
McM'�
4 �
No.8488 �
* Exp. 12-31-26
OF C0O�P
BPELSG-2016 Page i of2
(--- C) CALCULATED PER REFERENCE RECORD
(- - -) DENOTES RECORD DATA PER M.B. 1 1 /91-92
O
BEARING AND DISTANCE PER M.B. 1 1 /91-92 (BLOCK 'TO
APPEAR TO BE IN ERROR BASED ON FOUND, RECORD MON'S. II
NO CORNERS WERE SET BETWEEN LOTS 4 AND 5, POSITIONS
AS SHOWN WERE CALCULATED BY SINGLE PROPORTION. -
SEE PAGE 1
OA -OF
FD. OLD, RUSTED 1 " I.P. (O.D.), 8" DN.
PER M.B. 1 1 /91-92, W/ 1'/2" ALUM. TAG
STAMPED "IDYLLWiLD LAND SURVEYING",
"P.L.S. 81 97", NO REF. FOR TAG.
FD. P.K. NAIL, DRIVEN FLUSH INTO GRANITE SHELF,
6" BELOW SURFACE. NO REFERENCE. ACCEPTED AS FD. 221/4" I.P. (O.D.) TAGGED
CENTERLINE ANGLE PT. OF CANYON TRAIL, BLOCK "K", L.S. 4297, FLUSH IN CONC.,
M.B. 1 1 /91-92. REMOVED NL., DRILLED 2" HOLE PER COR. REc. 91-145.
INTO GRANITE, SET 30d NL., P.L.S. TAG 8389 & TIN,
FLUSH IN GRANITE SHELF.
N.E. COR.
S. 890 13'20" E. 344.23' PINE COVE
��•' NO. 1
(S. 89039'30" E 344.99') f
327.20' (327.90') I
302.25' (302.90')
4 r'S' -�' '=tea 20
0 �t °Q� 4 �: 'gel J s�z oar
�1?4� V 1A cry p r� ,? T . ,s2 Q2'
��° `'a. � D 9� 00,
? 4 �� 9r o$ t� NQ E 9
,45
rjS lS�' ' ` �� 2 O
J U1 rr
op
cp
2 20
2
9!r 00O
Cl ` .� �� FD. BOAT SPIKE,
0 1� ') 19 FIRMLY DRIVEN INTO
4� ��ra GRANITE SHELF, 4"
BELOW SURFACE.
LOCK" H 'T NO REFERENCE.
ACCEPTED AS
M. B. 19 - 9 2 CENTERLINE ANGLE
• PT. ROCKY POINT
FD. OLD, RUSTED 1 " I.P., 10" DN. PER M.B. RD., M.B.
WIRED
11 /91.92. BROUGHT PIPE TO SURFACE, SET 1 l 2.
P.L.S. TAG 8389, LEFT 2" UP IN BRICK MON. P.L..S.S. TAG 8338989
TO SPIKE.
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