cr17_0064CORNER RECORD
City of WILDOMAR
Brief Legal Description LOTS 8 & 9
Document Number
County of RIVERSIDE California
BLOCK "R" OF SEDCO TOWNSITE, M.B. 13/31-34
S 15, T. 6S, R. 4W SBM
TES (Optional)
Identification and type of corner found; Evidence used to identify or procedure used to establish or reestablish the corner
SEE PAGE 2
A description of the physical condition of the monument as found and as set or reset:
SEE PAGE 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with ("-V
\PN t
the Prof al Land Surveyorston DECEMBER 6, 2016 d r�
N0. 13& O
Signed �� _ P.L.S, or RXXE.No. ,8136 \\,+c EiX2r2�d
COUNTY SURVEYOR'S STATEMENT_` "
This Corner Record was received
examined 4andd
Signed P.L.S. or R GZ-No. 7�of
Title
County Surveyor's Comment
2008 Page 1 of 2
K. FO 115-5
CORNER TYPE
N
Government Corner ❑
Control
❑
E.
zone
NAD27 ElNAD83
❑
X
Meander ❑
Property
®
NAD83 Epoch
Rancho ❑
Other
❑
Elevation.
Vertical Datum:
NGVD290 NAVD88
❑
Date of Survey NOVEMBER
17, 2016
Units:Metric❑
Imperial❑ U.S.Survey❑
Corner — Left as found ❑ Found and tagged ❑
Established
❑ Reestablished I Rebuilt
❑
Identification and type of corner found; Evidence used to identify or procedure used to establish or reestablish the corner
SEE PAGE 2
A description of the physical condition of the monument as found and as set or reset:
SEE PAGE 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with ("-V
\PN t
the Prof al Land Surveyorston DECEMBER 6, 2016 d r�
N0. 13& O
Signed �� _ P.L.S, or RXXE.No. ,8136 \\,+c EiX2r2�d
COUNTY SURVEYOR'S STATEMENT_` "
This Corner Record was received
examined 4andd
Signed P.L.S. or R GZ-No. 7�of
Title
County Surveyor's Comment
2008 Page 1 of 2
K. FO 115-5
v-'
M
My
z
101
Documeni Number
SURVEYOR'S NOTES
INDICATES FOUND PdONLWNT .AS NOTED
0 MICATES SET 1" IP W/ P.P. LS 8136 FL
( ) INDICATES RECORD DATA PER MU 13/31-34
< > INDICATES RECORD DATA PER RS 130/48
BASIS OF BEARINGS IS N16°09'44"W ALONG
THE CENTERLINE OF LAKEVIEW TERRACE
PER RS 130/48
13
O
oa
12 _0 0
y 3
TOWNSITE^
10 0�
_. -
(N50°05'00"E 133.11
9
� W
MB 13/31-34 r
8
N N
g �m
3� 7Lo Lo
BL K "R°
(110.00')
n 109.89'
M
f
N
b
u
0
LA CIENEGA DRIVE
N 8 E 278.5K
v (N57'04'15"E 278.ran
OFO 3/4" IP W/ TAG LS
2995 FL PER RS 130/48
OFD N&WASHER RIV CO
SURV FL NO REF.
OFD 2" IP W/ NO TAG
ON 0.7' PER RS 130/97
OFD 1" IP W/ TAG LS 7591
ON 0,3' NO REFERENCF
05 FD 1" IP W/ TAG LS 3698
lJ ON 0.2' PER RS 130/48
OFD 2" IP W/ TAG LS 3698
DN 0.4' PER RS 130/48
(1 FO 1 1/2" IP W/ TAG LS
�i 7699 ON 0.4' PER RS
130/48
�r
1 "=60' O
I
CURVE LENGTH
30'lrna
DELTA
TANGENT
C1 32.97'
loo
94°27'01"
21.62'
C2 14.27'
10.00'
81°44'53"
8.65'
2S')
252.27'
t p
J
18' tdM
co co
499.43'
�
51.84'
M
CURVE LENGTH
RADIUS
DELTA
TANGENT
C1 32.97'
20.00'
94°27'01"
21.62'
C2 14.27'
10.00'
81°44'53"
8.65'
C3 46.70'
252.27'
10°36'27"
23.42'
C4 103,32'
499.43'
11'51'11"
51.84'
C5 13.94'
499.43'
1'35'59"
6.97'
C6 117.26'
499.43'
13°27'10"
58.90'
Faye 2 of 2