cr17_0062City of
Document Number S7 �®�
County of %Z/VE9-S1PE , California
Brief Legal Description ;WLIQ r. A ♦. fi1A5A9 Al 800k 3
WuVD 52- PtrOTOACrED
K37:P.Id3i77y
Government Corner ❑ Control
Meander
❑ Property
Rancho
❑ Other ❑
Date of Survey
(e i/
COORDINATES
(Optional)
IdA
E.
Zone NAD27 ❑ NAD83 ❑
NAD83 EPOCH
Elev.
Vert. Datum: NGVD 29 ❑ NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑
Corner — Left as found( Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
A description of the physical condition of the monument as found and as set or reset:
ND
SURVEYOR'S STATEMENT U� IG EL R. O
VILEN R �
This Corner Record was prepared by me or under my direction in conformance with LS9509
the Land Surveyors' Acton PeCeM ige j= 0 • Z. D Ke EXP
Signed U I IC4 or R.C.E. Number
COUNTY SURVEYOR'S STATEMENT %=
This Corner Record was received Az — and examined
and filed 2 / 2
Signed 45eCounty tY Surve or Y
County Surveyor's Comment
Rev A (2/05)
Page 1 of 2
SURVEY TO LOCATE, FOR MONUMENT PRESERVATION THE CORNERS FOR PARCEL
3 OF PARCEL MAP NO, 10016 AS SHOWN IN P.M. 58/51-52, RECORDS OF
COUNTY OF RIVERSIDF.
SURVEYORS NOTES
BASIS OF BEARINGS: BEARINGS HEREON ARE SURVEYOR'S NO1ES
BASED ON THE WESTERLY LINE OF PARCEL 3 INDICATES FOUND I" I.P., DOWN 2.50', W/TAG R.C.E.
PER P.M. 58/51-52. BEING N00°0255"W. 21914 PER P.M. 58/51-52. UNLESS OTHERWISE
( ) DENOTES RECORD DATA PER P.14, 58/51-52. NOTED.
A INDICATES FOUND P.K. NAIL FLUSH. ACCEPTED O INDICATES SET 1" I.P., FLUSH W/PLASTIC PLUG
AS CENTERLINE INTERSECTION. L.S. 8509. UNLESS OTHERWISE NOTED.
CALLS ARNAZ
— SNF — SNF
Myla
(N89°57'05"E 340.00)
PARCEL 3
PARCEL MAP NO. 10016
P.M. 58/51-52.
ryti L q N
5c" 3 /
v9 L SNE
5 GRAPHIC S
DATA
TABLE
0
O
N
h
BEARING/DELTA
RADIUS
LENGTH
1
4=1950'10'
U R
c�0
KL6Ln
169.43'
4=19'51'10"
520.00'
180.18'
v
o Lo
--
�oN
Q
N23°44'54"W
(N89°57'05"E 340.00)
PARCEL 3
PARCEL MAP NO. 10016
P.M. 58/51-52.
ryti L q N
5c" 3 /
v9 L SNE
5 GRAPHIC S
DATA
TABLE
N72"03'45"E
N@
BEARING/DELTA
RADIUS
LENGTH
1
4=1950'10'
520.00'
180.03'
169.43'
4=19'51'10"
520.00'
180.18'
2
N23 J8'02"W
--
36.10'
N23°44'54"W
36.24'
3
A=03'19'34'
1255.00'
72.85'
4=03.19'58"
1255.00"
73.00'
4
1 N5533'59"W
--1
102.99'
N5525'08"W
--1
103.08
\� I150 0 CALF 75 150
SNF
C 1 inch = 150 ft.
\i PLS JOB NO. 16-088
DATA TABLE
5
N72"03'45"E
39.83""03'45"E
39.83"
(71
--I --
_
39.72'
6
d=0441'15'
2071.00
169.43'
4=0441'15"
2071.00'
169.43'
Page 2 of 2