cr17_0503CORNER RECORD Agency Index CR 17-0308
City of
Brief Legal Description
X
Document Number =
Wildomar County of Riverside , California
Parcels 2 & 3 of P.M. 6497, P.M.B. 24/12, Sec. 25, T.6S., RAW., S.B.M.
Sec 25, T.6S., RAW.
CORNER TYPE
11 Government Corner 17 Control
ElMeander 17X Property
El Rancho 17 Other
Date of Survey April 11, 2017
COORDINATES (Optional)
N. E.
Elevation
Units Metric 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
PLS Act Ref.: 8765(d) M 8771 8773 M Other:
Corner/ F]Left as found
Established
El Rebuilt
E Pre -Construction
Monument: El Found and tagged
Reestablished
El Referenced
Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
0 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 Land Surveyors'_A t on July 12, 2017
w
x
Signed L.S. or R.C.E. No. 22428 tj
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received -7 / -3, - / -/
and examined -a d filed
Signed
Title ��u�� y 5u1-7, Q
County Surveyor's Comment
9a ;L0 -/7
P.L.S. or RE. No. 49 lie
BPELSG-2016 Page 1 oft
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No. 22428Fn
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No. W488
Exp. 12-31-18
Document Number
SURVE
RE -ESI
CORNEF
PARCELS ;
PM 6497,
HMO
,--N. 1/4 C(
SEC 25
----FD. 2"
FLUSH',
RS 147
M n
4, p2
.66
encv Index CR 17-0308
Y TO
Line Table
Curve Table
<
DN 1.2
RJ
AE3LISH
PAR 3
PH 8 384
l�A
PH 1=6
1.3' pH SIM
N89'46'41"W 727.93' (N89'48'10"W 727.96')
S FOR
Line #
Bearings
Distance
Curve #
Delta
Radius
Length
L1
N55'54'02"W
197.70'
C1
(6'518"
1600.00'
1910.43')
& 3 OF
PM 24/12
L2
N49 002'44"W
223.44'
C2
(3734'55"
300.00'
196.78')
iR,
L3
N11'28'36"W
N11'27'49"W
19.69'
19.67'
C3
25'58;52,;
(26'00 54
400.78'
400.00'
181.74;
181.62)
[ ] INDICATES, REC. DATA PER PM 34/3.
L4
N37'27'28"W
N37'28'43"W
101.63'
101.67'
C4
( 6'511118'
1630.00'
195.02' )
S 5266. PER
L5
N55'54'02"W
57.56'
C5
(6'510118"
1570.00'
187.84')
'100.
L6
N49'02'37W
N49'02'44"W
82.29'
82.44'
C6
37'34,01
1(37-3455
330.00
330.00'
216.37,
216.46)
L7
N49'02'06W
N49'02'44"W
141.35'
141.00'
C7
( 37'34'55" 11
270.00'
177 010' )
L8 52'32'32"E 60.00'
(N52-31 17"E 60.00'
C8
25'58;52;;
(26'00 54
370.78'
370.00'
168.13;
168.00 )
C925'58'52
(26'00'54"
430.78'
430.00'
195.34;
195.24')
OAK CIRCLE DRIVE
11'50 53
905.86
187.32,
PAR 1
C10
(11'51'49"
904.42'
187.27)
C11
11'50,53„
935.8619.(11'5149 934.42'
193.48 )
pfd 12216
<C1791
PIK 68/35 [PAR �
nN n 7' d r-- A
C12
11:50,'53,,'
(11 51'49
875.86'
874.42'
181.12;
181.06 )
�j
�s
�L 6
pM 6�D�36
<
DN 1.2
RJ
6��
PAR 3
PH 8 384
l�A
PH 1=6
1.3' pH SIM
N89'46'41"W 727.93' (N89'48'10"W 727.96')
L8
0i
p� 66D�6
FD. 1 1/4" OD. IP.,
�2
DN 3.0
101PIN141-
UP 0.1', LS 3698.
SURVEYOR'S NOTES'
G��G
PER PM 68/35.
BASIS OF BEARINGS: BEARINGS HEREON ARE
DN 0.3'
lb
60.00'
BASED ON THE WEST PARCEL LINE OF PARCEL 1
& 2 PER RS 55/94 BEING N.00'00'40"W.
UP 0.3'
-
FD. 1 1/4"
OD. IP.,
MARK WAY
DN 0.8', LS 3698.
11 PIPE LOOSE & BENT
/L3
33.00'
02N WILY MEASURED L3 PAIN 4
AT BASE. f ~-UP 0.4' pH 12216
Q. DN 0.5'n
w 0 Q w CC)p (SO135
FD 1 1 4" OD IP
0
0
0
0
z
UP 0.1', LS 3698. 9
PIPE BENT SW'LY
SCALE 1"=200'
® INDICATES, FOUND 1 1/4" OD. IP., FLUSH, LS 3698 PER PM 24/12. rpvs
(UNLESS NOTED OTHERWISE) (33.34')
■ INDICATES, FOUND 1 1/4" OD. IP., FLUSH, LS 3698 PER PM 34/3. 33.04'
989.46' (989.94')
N89'40'06"W 1022.80' (N89'40'55"W 1023.28')
BPELSG-2016 Page 2 of 2
MEASURED AT BASE-�'Z,
<
PAR I
6��
PH 8 384
<� ---DN
1.3' pH SIM
N89'46'41"W 727.93' (N89'48'10"W 727.96')
L8
0i
0 [N25'36'52"W]
[60.00']
1940�
�'
SURVEYOR'S NOTES'
` N25'36'35"W
o
BASIS OF BEARINGS: BEARINGS HEREON ARE
DN 0.3'
lb
60.00'
BASED ON THE WEST PARCEL LINE OF PARCEL 1
& 2 PER RS 55/94 BEING N.00'00'40"W.
UP 0.3'
-
GOIDN
0.9�
MARK WAY
( ) INDICATES, REC. DATA PER PM 24/12. Q�
Q
33.00'
3.06'[73.00']
€ INDICATES, REC. DATA PER PM 68/35.
M
o
[ ] INDICATES, REC. DATA PER PM 34/3.
73.06'
[73.00'] -513
PAR 6
-Z--
d
'n
O INDICATES, SET 1 1/4- OD. IP., FLUSH, RCE 22428.
p
PH
11&1 p 34/3
® INDICATES, FOUND 1 1/4" OD. IP., FLUSH, LS 3698 PER PM 24/12. rpvs
(UNLESS NOTED OTHERWISE) (33.34')
■ INDICATES, FOUND 1 1/4" OD. IP., FLUSH, LS 3698 PER PM 34/3. 33.04'
989.46' (989.94')
N89'40'06"W 1022.80' (N89'40'55"W 1023.28')
BPELSG-2016 Page 2 of 2