cr24_0648CORNER RECORD
City of NUEVO
Brief Legal Description
CORNER TYPE
Agency Index
Document Number
CR240215
County of RIVERSIDE
LOTS 647, MB 14 / 75-76
Government Corner Control
X ?CC ® Meander Property
N.
Elevation
,2,�,LN - 0&4 S
, California
COORDINATES (Optional)
E
Units 13 Metric ® U.S. Survey Foot
Lj Rancho ❑ Other Horizontal Datum
i Zone Epoch Date
Date of Survey February 7, 2024 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) 8771 8773 Other:
Corner/ Left as found Established Rebuilt Pre -Construction
Monument: Found and tagged Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
�✓ See sheet #2 for description(s):
Located within Section 35, T4S, R3W, S.B.M.
SURVEYOR'S STATEMENT /_GV�RD
This Corner Record was prepared by me or under my direction in conformance with ULEONARID
the Pro ssional an eyors' on February 7. 2024 _ _ Signed P.L.S. or �E. No. 7238
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received March 12, 2024
and examined and filed — ��
Signed P.L.S. or R.C.E. No. 8488
Title Riverside County Surveyor
County Surveyor's Comment
BPELSG-2016 Page 1 o!2
Document Number ?QN - 0 b 0
0 100 200
SCALE 1"=200'
=114
r-4
FD 1" I.P., NOT TAG,
DN 1.0' ACCEPTED
AS SE CORNER,
L T
6 0 PER MB
LOT 646
MB 14 / 75-76
SET 1" I.P., LS
7238, FLUSH,
ESTABLISHED BY
INTERSECTION
N 89°58'36" W 639.88'
( N 89.59 W 640' )
LOT 647
MB 14 / 75-76
Agency Index CR240215
FD 1" I.P., LS 5091, DN
i 0.3'. PER PM 155164
,
o _
o PAR 4
M ti PM 21559
3 o PMB 155 / 64
O
p z
iD
o
SEE DETAIL "A" FD 1" 1 P., LS 5091, DN
o 1.0', PER PM 155 / 64
z
N 89°58'36" W 659.89' --BLANIIC AVENUE
f ( N 89.59 W 640') ,
SET 1"IP,LS M
7238, FLUSH, SET 1" I.P., LS �t
7238 FLUSH t
4
O , ^ , ESTABLISHED BY
14 / 75-76 b ESTABLISHED BY ,
M I INTERSECTION INTERSECTION
LOT 648
m MB 14 / 75-76
o i
0
N
ch
CDi
o,
0
o�0
z ,
SET 1" I.P., LS
"`--- SANTA\ ROSA ROAD 7238, FLUSH,
V
FD V I.P., LS 4343, �!,2 20 ESTABLISHED BY
ACCEPTED AS INTERSECTION
CENTERLINE
INTERSECTION I C I CENTERLINE
PER PM 135 / 5-6 0 ESTABLISHED BY
¢O I INTERSECTION
SURVEYOR'S NOTES a FD 1" I.P, LS 4343,
THE BASIS OF BEARINGS FOR THIS MAP IS O , ACCEPTED AS
THE CENTERLINE OF ANTELOPE ROAD, w CENTERLINE
BEING N 0,0°07' W, PER MB 14 / 75-76 z INTERSECTION
¢� 0 FOUND MONUMENT AS NOTED PER PM135/5-6
SANTA ROSA ROAD
O SET 1" LP- LS 7238, FLUSH
( ) RECORD DATA PER MB 14 / 75-76 I DETAIL "A"
Ct 1 CENTERLINE OF STREET NOT TO SCALE
Page 2 of 2
o
SEE DETAIL "A" FD 1" 1 P., LS 5091, DN
o 1.0', PER PM 155 / 64
z
N 89°58'36" W 659.89' --BLANIIC AVENUE
f ( N 89.59 W 640') ,
SET 1"IP,LS M
7238, FLUSH, SET 1" I.P., LS �t
7238 FLUSH t
4
O , ^ , ESTABLISHED BY
14 / 75-76 b ESTABLISHED BY ,
M I INTERSECTION INTERSECTION
LOT 648
m MB 14 / 75-76
o i
0
N
ch
CDi
o,
0
o�0
z ,
SET 1" I.P., LS
"`--- SANTA\ ROSA ROAD 7238, FLUSH,
V
FD V I.P., LS 4343, �!,2 20 ESTABLISHED BY
ACCEPTED AS INTERSECTION
CENTERLINE
INTERSECTION I C I CENTERLINE
PER PM 135 / 5-6 0 ESTABLISHED BY
¢O I INTERSECTION
SURVEYOR'S NOTES a FD 1" I.P, LS 4343,
THE BASIS OF BEARINGS FOR THIS MAP IS O , ACCEPTED AS
THE CENTERLINE OF ANTELOPE ROAD, w CENTERLINE
BEING N 0,0°07' W, PER MB 14 / 75-76 z INTERSECTION
¢� 0 FOUND MONUMENT AS NOTED PER PM135/5-6
SANTA ROSA ROAD
O SET 1" LP- LS 7238, FLUSH
( ) RECORD DATA PER MB 14 / 75-76 I DETAIL "A"
Ct 1 CENTERLINE OF STREET NOT TO SCALE
Page 2 of 2
Page 2 of 2