cr17_0187ROMN 4AW =Wsh] s
City of
Brief Legal Description
A PORTION OF THE SE
Document Number / ° —
��
County of RIVERSIDE California
SECTION 9, T 3 S, R 5 E, S.B.M.
APN; 656-390-006
Corner — Left as found 9 Found and tagged ❑ Established ❑ Reestablished ® Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
LOCATED & IDENTIFIED MONUMENTS AROUND LOT PERIMETERS. PRORATED FOUND
MEASUREMENTS AGAINST RECORD DATA TO ESTABLISH CORNERS OF THE N1/2
NW1/4, SE1/4, SE1/4, SECTION 9, T 3 S, R 5 E, S.B.M.
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
the Land Surveyors' Act on DECEMBER 12, 2016
R.e.E. Number 8880
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received and examined
and filed 4 J
Signed & DbpMy-County Surveyor
County Surveyor's
Page 1 of 2
Rev A (2/05)
RAYMOND
U
CHARLES
FREIWALD
tp'A No. 8800 ��
\dor C
M
Uo. rti'i'i
CORNER TYPE
COORDINATES
(Optional)
Government Corner ❑ Control
❑
N.
Meander
❑ Property
®
E.
_ _*n-7�_ _
t' Rancho
❑ Other
❑
Zone NAD27 ❑
NAD83 ❑
X. Date of Survey
OCTOBER 17, 2016
NAD83 EPOCH
Elev.
Vert. Datum: NGVD 29❑
NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho)
Meas. Units Metric ❑
Imperial ❑
Corner — Left as found 9 Found and tagged ❑ Established ❑ Reestablished ® Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
LOCATED & IDENTIFIED MONUMENTS AROUND LOT PERIMETERS. PRORATED FOUND
MEASUREMENTS AGAINST RECORD DATA TO ESTABLISH CORNERS OF THE N1/2
NW1/4, SE1/4, SE1/4, SECTION 9, T 3 S, R 5 E, S.B.M.
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
the Land Surveyors' Act on DECEMBER 12, 2016
R.e.E. Number 8880
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received and examined
and filed 4 J
Signed & DbpMy-County Surveyor
County Surveyor's
Page 1 of 2
Rev A (2/05)
RAYMOND
U
CHARLES
FREIWALD
tp'A No. 8800 ��
\dor C
M
Uo. rti'i'i
LEGEND
0
m
O
0
SFN
WDICATES FOUND 112" I.P., NO TAG,
NO REF., ACCEPTED FOR CENTERLINE
RANCHO ROAD, DOWN 0.5' UNLESS
OTHERWISE NOTED.
INDICATES FOUND 314" I.P., NO TAG.
PER PARCEL MAP NO. 17746, P.M.B.
106184-85, DOWN 0.5',
INDICATES FOUND 2"x2" HUB, NO TAG,
PER R.S. 15110, FLUSH, UNLESS
OTHERWISE NOTED.
SET TAG STAMPED "L.S. 8880".
INDICATES SEARCHED, FOUND NOTHING.
SET 1" I.P. WITH PLUG STAMPED
"LS. 8880". FLUSH.
INDICATES SEARCHED, FOUND NOTHING.
SET NAIL& TAG STAMPED "L.S. 8880"
IN FOOTING, 0.4' NORTH OF CORNER POST.
INDICATES RECORD DATA PER R.S. 15110,
INDICATES SEARCHED, FOUND NOTHING
DOWN 0.3'
S.E. CORNER, PARCEL
MAP NO. '17746, P.M.B
106/85.
662.12'
M
m
M
0
0
z
Cl
1" = 200'
BASIS OF BEARINGS:
BASIS OF BEARINGS AS SHOWN ON
THIS MAP IS THE NORTH LINE OF
THE SE 114, OF THE SE 114, OF THE
NW 114, OF THE NORTH 112, SECTION 9,
T 3 S, R 5 E, S.B.M. PER R.S. 15/10
BEING N 88'551'10" E.
CAT'S CLAW ROAD
�- N 88°5510" E 659.70' IN 88°55'10" E 660.42') -
1 629.70'
O.R'
ZOg6 O X5,119 2p16
p0 �coRpEp
�o
M
M 00
Z Z
��. N 88'59'07" E 631.18'
(N88 -58-20'E 661.78')
iV
M 1510
-- RS
UP 0.5'
662.15') SFN 662.13- (,662.15-
)
N 89'04'351' E 1324.21 (N 89'01'25" E 1324.30') -�
Page 2 3i 2