cr18_0129CORNER RECORD Agencylndex
Document Number ®A 2 -
City of Perris County of Riverside , California
Brief Legal Description Parcel 2, per P.M. 100/59. Section 14, T. 5 S., R. 4 W., S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
IGovernment Corner Control Elevation
Meander ®X Property Units Metric 13 U.S. Survey Foot
Rancho Other
SITE — Horizontal Datum
Zone Epoch Date
Date of Survey December 7, 2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) 8771 ®I 8773 Other:
Corner/ 0 Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
LAND ,S
D. Fl
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with No, 4�n,3
the Professional Land Surveyors' Act on December 8 2017
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Signed A-"' P.L.S. :c . No. 4343 �`% OFAl.1CAO-
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COUNTY SURVEYOR'S STATEMENT
This Corner Record was received p, It -0
and examined and filed a°m ®— /t�
Signed P.L.S. or R. No.
Title U r
County Surveyor's Comment
BPELSG-2016
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Page 1 of 2
W.0.17-104
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N 89'28'42" E
48.00' (48.00')
FD. 1 I.P. TAGGED
P.L.S. 4230, UP 0.1',
PER P.M. 100/59.
PARCEL 1
it
Haencvinaex
FD. 1" I.P. TAGGED P.M. 7/44
rP4230, DN. 0.2', SHAW COURT
PER ER P.M. 100/59.
N 89'28'42" E 391.93' (391.85' CALC'D)
�- 0 343.93' (343.85') o
S.F.N. p, i
212.00' (211.92')
4 N 45'19'38" W 30'
N 74'28'03" E 21.29'
vi 50.00' (21.28)
(50.00') w
PD
0
N
N j
N 00
O O
N p
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FD. 1" I.P. TAGGED
P.L.S. 4230, FLUSH,
PER P.M. 100/59.
S.F.N.
PARCEL 2
PARCEL MAP 15069
P. M. 100/59
308.17' (308.20') 314.00' (314.03')
622.17' (622.23' CALC'D) S.F.N.
N 89'28'49" E 652.17' (652.23')
PARCEL 3 PARCEL 4
S.F.N.
30'
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CURVE DATA W
NQ
DELTA
RADIUS
LENGTH
TANGENT
1Q
105'00'38"
48.00'
87.97'
62.57'
2
15'24'44"
48.00'
12.91'
6.50'
(15'25'47')
(48.00')
(12.93')
3
89'35'54"
48.00'
75.06'
47.66-
(89-34'52")
(48.00')
(75.05')
®
15'00'38"
100.00'
1 26.20'
1 13.17'
(15'00'39")
(100.00')
1 (26.20')
1 d
SURVEYOR'S NOTES
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S.F.N. m
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BASIS OF BEARINGS IS TAKEN FROM THE CENTERLINE OF I o
KEYSTONE DRIVE PER P.M. 100/59 BEING N 0'07'58" W. w m
w
• DENOTES FOUND MONUMENTS AS NOTED.
O DENOTES SET I.P. TAGGED L.S. 4343, FLUSH, UNLESS OTHERWISE NOTED.T�p
() DENOTES RECORD DATA PER P.M. 100/59. FD. 1 1/4" I.P. TAGGED I�
S.F.N. DENOTES SEARCHED, FOUND NOTHING. P.L.S. 3365, FLUSH,
ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. PER P.M. 100/59.
BPELSG-2016 Page 2 of 2