cr18_0127CORNER RECORD Agencylndex C9 1707
Document Number � � Q 12---]
ity of Unincorporated County of Riverside , California
Brief Legal Description Parcel 6 of Parcel Map No. 20332 per P.M. 133/48-50. Sec. 28, T. 6S, R. 3W, S.B.M.
CORNER TYPE COORDINATES (Optional)
N F
Stff
Government Corner ®X Control
Meander
Property
Rancho
Other
Date of Survey
June 29, 2017
Elevation
Units [:1 Metric 1:1 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.: ED 8765(d) E18771 El 8773 1:1 Other:
Corner/
❑X
Left as found
❑X Established
❑ Rebuilt
ElPre-Construction
Monument:
❑X
Found and tagged
❑ Reestablished
❑ Referenced
El Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
Fy/ See sheet #2 for description(s):
LAND
p
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with No. 4343
the PfessionaI Land Surveyors' Act on September 29, 2017 ®�
Signed F P.L.S. orX.&.'T�1. No. 4343 S"�F 0fi CALF"��,,P
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined Dd filed d
� Y
Signed�°...e.� P.L.S. or R.j. No.
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
uocument Ivumoer Agency Inaex
FD. 1" I.P. TAGGED L.S. 3365,
UP 0.3', PER P.M. 39/38-3911) KELLER ROAD 27
& P.M. 133/48-50. j (N 89'55'51" E 671.63') j
�-- f -
(N 00'04'09" W) t (626.82')
(45.00') FD. 1" I.P. NO TAG, UP 0.2'. 28
011 AA• ACCEPTED AS R/W PER
FD. 1" I.P. NO TAG, UP 0.1'. 8 (2jSSS�ry P.M. 133/48-50. SET TAG
ACCEPTED AS R/W PER L.S. 4343 IN I.P.
P.M. 133/48-50. SET TAG 7
L.S. 4343 IN I.P.
(N 782125" 30, 30' FD. 1" I.P. W/PLASTIC
W PLUG ILLEGIBLE, UP 0.1'.
ACCEPTED AS P.R.C. ON
FD. RAMSET NAIL & TAG R/W PER P.M. 133/48-50.
L.S. 3962 IN 2'x2' BOULDER
5
PER P.M. 133/48-50. 4 6 ti A\
/ 30' RADIAL OFFSET TO
(N 57'31'22" E (R)) PROPERTY CORNER.
(30.00') 1 PAPGEL X8,50
FD. RAMSET NAIL & 2 133
TAG L.S. 3962 IN P. M
P' BOULDER \
PERER P.M.P.133/48-50.
3n 00
� I
O
3 00 �2 /
fN
Ln 6
M Q
p' 0 Lr)
O 5 O
vi
M d
O
I'7 /�• / Li. J a-
(553.35') (553.35')
(N 89'17'25" E 631.05')
SURVEYOR'S NOTESo
BASIS OF BEARINGS IS TAKEN FROM THE NORTH
LINE OF PARCEL 6 OF PARCEL MAP NO. 20332
PER P.M. 133/48-50, BEING N 89'55'51" E.
• DENOTES FOUND 1" I.P. W/PLASTIC PLUG
L.S. 3962, FLUSH, PER P.M. 133/48-50,
UNLESS OTHERWISE NOTED.
O DENOTES SET 1" I.P. TAGGED L.S. 4343, FLUSH.
() DENOTES RECORD & MEASURED DATA
PER P.M. 133/48-50.
ALL I.P. DIMENSIONS ARE INSIDE DIAMETER.
1
CURVE DATA
(0.47')
N
QN
DELTA
RADIUS
M2 O
O
TANGENT
3
coo
o II
C�1 .-
_2
v
N
O W
O J
Q
Q2
Z U
CURVE DATA
(0.47')
N
QN
DELTA
RADIUS
LENGTH
TANGENT
1O
44'07'14"
270.00'
207.92'
109.42'
Q2
(44'07'14")
(300.00')
(231.01')
(121.58')
O3
(44'07'14")
(330.00')
(254.12')
(133,73')
®
(44'07'13")
(330.00')
(254.11')
(133.73')
O5
(44'07'13")
(300.00')
(231.01')
(121.57')
6
44'07'13"
270.00'
207.91'
109.42'
O7
(11'42'44")
(1530.00')
(312.76')
(156.93')
8
(11'42'44")
1 (1500.00') 1
(306.63')
1 (153.857)
BPELSG-2016 Page 2 of 2