cr18_0459RECORD Agency Index NOW
CORNER Document Number
eft -of- Community of Pine Cove County of Riverside California
Brief Legal Description Lot 3, M.B. 40/19 (A.P.N. 559-283-003)
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner ❑ Control ❑ Elevation
X Meander ❑ Property ❑X Units Metric U.S. Survey Foot
1'1 Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
✓❑ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional �ndury ors' Acton January 4, 2018
Signed
P.L.S. or R.C.E. No. P.L.S. 8389
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received Io I I
and examined and filed 2 ��
Signed r P.L.S. or RJ E. No.
Title S I
County Surveyor's Comment
BPELSG-2016 Page Iof2
\_N N D S��GF
`i LEE N.
ARNSON
8389
\F OF CA
Date of Survey
December 28, 2017
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Por. NW 1/4 Sec 11 T.5S., R.2E. S.B.M.
❑ Complies with Public Resources Code §§8890-8902
PES Act Ref.: 8765(d)
❑ 8771
E-18773
❑ Other:
Corner/ M Left as found
❑ Established
❑ Rebuilt
❑ Pre -Construction
Monument: FX -]Found and tagged
N Reestablished
❑ Referenced
❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
✓❑ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional �ndury ors' Acton January 4, 2018
Signed
P.L.S. or R.C.E. No. P.L.S. 8389
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received Io I I
and examined and filed 2 ��
Signed r P.L.S. or RJ E. No.
Title S I
County Surveyor's Comment
BPELSG-2016 Page Iof2
\_N N D S��GF
`i LEE N.
ARNSON
8389
\F OF CA
Document Number
DENOTES RECORD DATA
PER M.B. 40/19-20
Index
FD. 1 " I.P. (O.D.) 6" DN. PER
RIv. CO. COR. REC. 99-163.
TAG MISSING. SET P.L.S. TAG
8389.
A 1 N
,- J' R 1 r
rg°5500 W�'02. y, 26'I f N
s
FD. 1"I.P. (O.D.) 81 O
5" DN. PER RIV. N ! 1q
CO. COR. REG. v
99-112. TAG (R
MISSING. SET �� \ X00.001
P.L.S. TAG 8389. j
FD. 1 " I.P. (O.D.)
TAGGED L.S. 4297,
2" UP IN CONC. No
REF. ACCEPTED AS
THE S.RICOR. OF LOT
5, M.B. 40/19-20.
70:39' .r I
" (70.0(Y)
el
dam,
LOr
W
Ld
OD
�.
c\IN
N 0)
OD (n
In v
V 0 (26.13')
m0)
3/4" I.P. (O.D.),
26.19'
hFD.
4" UP. No TAG. No
REF. ACCEPTED AS THE
FALLS ON STEEP
rw
S.W. COR, OF LOT 3,
BANK. FD. NOTHING.
M.B. 40/19-20. SET
SET NOTHING.
LSI If)
P.L.S. TAG 8389.
Q
FD. 1 " I.P. (O.D.)
TAGGED L.S. 4297,
2" UP IN CONC. No
REF. ACCEPTED AS
THE S.RICOR. OF LOT
5, M.B. 40/19-20.
70:39' .r I
" (70.0(Y)
el
dam,
LOr
W
Ld
OD
�.
c\IN
N 0)
OD (n
In v
70.40' ' 70.40'
(70.00') ' (70.00,,
(S. 00033'W. 210.00')
S. 00'34'15" W. . 21 1 .19'
P.M. 23/30
0(R = 675.00'
=3 °55'30"
L = 46.24'
R = 675.00
A = 3057'00"
L = 46.54'
SET 1 " I.P. (O.D.)
TAGGED P.L.S. 8389,
4" UP BY SINGLE
PROPORTION.
BPELSG-2016 POW 2 of 2
1"=40'
FD. 1 " I.P. (O. D.) TAGGED
L.S. 4297, 2" UP AT NLY. EDGE
OF ASPHALT D/W. NO REF.
ACCEPTED AS THE N.W. COR. OF
LOT 3, M.B. 40/19-20.
40/19-20
FD. 1 1/4" I.P. (O.D.)
TAGGED L.S. 4297, 1 " UP
IN CONC. PER RIV. CO.
COR. REC. 99-113,
m0)
Lo (D
rw
LSI If)
Q
o
0)N
OJ 0)
In CO
Uj
M.
B.
70.40' ' 70.40'
(70.00') ' (70.00,,
(S. 00033'W. 210.00')
S. 00'34'15" W. . 21 1 .19'
P.M. 23/30
0(R = 675.00'
=3 °55'30"
L = 46.24'
R = 675.00
A = 3057'00"
L = 46.54'
SET 1 " I.P. (O.D.)
TAGGED P.L.S. 8389,
4" UP BY SINGLE
PROPORTION.
BPELSG-2016 POW 2 of 2
1"=40'
FD. 1 " I.P. (O. D.) TAGGED
L.S. 4297, 2" UP AT NLY. EDGE
OF ASPHALT D/W. NO REF.
ACCEPTED AS THE N.W. COR. OF
LOT 3, M.B. 40/19-20.
40/19-20
FD. 1 1/4" I.P. (O.D.)
TAGGED L.S. 4297, 1 " UP
IN CONC. PER RIV. CO.
COR. REC. 99-113,