cr19_0031CORNER RECORD Agencyindex CR180548
Document Number 20 1 -1 — 0031
City of roccheilo County of RIVERSIDE , California
Brief Legal Description Parcel 1 & 2, Parcel Map No. 23382, PM 158131-32; Portion of SW 1A
Section 8, ?6S, : R8E, SBB&M APW 778-390-001 & 002
CORNER TYPE COORDINATES (Optional)
N. E.
Government Comer[:] Control ❑ Elevation
Meander ❑ Property ❑X Units Metric ❑ U.S. Survey Foot ❑
Rancho ® Other ® Horizontal Datum
X Zone Epoch Date
Date of Survey 9/24/18 Vertical Datum
[:]Complies with Public Resources Code §§8801-8819
[3 Complies with Public Resources Code §§8890-8902
PLS Act Ref:E] 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ® Left as found ❑ Established ❑ Rebuilt ❑t Pre -Construction
Monument: ❑ Found and tagged ❑x Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
x❑ See sheet #2 for description (s):
SEE BACKSIDE
SURVEYOR'S STATEMENT
This CornerRec was prepared by me or under my direction in conformance With
the Professi and Sur/evfxs' Ate'^. September 15, 2018
Signed
P.L.S. No. 7627
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received W101101$
and exed and filed �2 ( /Zoe I
Signed _ P.L.S. or R - No.
/',inR-61-.f---g�88
Title /' Swtle O r
County Surveyor's Comment
Page 1 of 2
LAIVD
MNo7627
*LP
1_AN❑ S
� z
No. 8488
Exp. 12-31-20
Document Number Agency index CR180548
t
O INDICATES SET REBAR w/ TAG STAMPED, IS
7627", FLUSH UNLESS OTHERWISE NOTED.
RECORD DATA SHOWN PER PM 158/31-32
• INDICATES FOUND MONUMENT AS NOTED.
FD Ji" IP, w/ PLUG
STAMPED "RCE 24176, DN
1.0' PER PM 158/31-32 RS g7 -2g
& MB 403/46-52
SEARCHED NOTHING FOUND
S COR. FD RR SPIKE, N89'03'01 E F 1004.37'
FLUSH PER RS 37/28 500.00' 504.37'
N89'03'01 E
0
00 MAP 23382
PARCEL
67
5831_32
2 z
PARCEL ! PARCEL 2
APN: 778-390-001 APN: 778-390-002 0
LU
z
Lo
Fv pN pNp
O
2
LU
2
FD 1 -IP w/ PLUG
50' STAMPED "LS 5128'
SEARCHED FLUSH, NO REFERENCE
N45'05'58"W NOTFNNG ACCEPTED AS SE
FD" IP, NO TAG, DN. 34.00 FOUND CORNER PARCEL 2
0.3' IN LIEU OF RR 475.67'504.31'
SPIKE, ACCEPTED AS SW 8 S89'2D 21 979.98 o
COR. SEC. 8 PER PM -�
158/MB 54th AVENUE
403/46-JI45- 52 18 17
NOTFS:
1. ALL BEARINGS AND DISTANCES ARE
RECORDED AND MEASURED OR
CALCULATED PER PM 158/31-32.
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