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.3rief Legal Description
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Agency Index CR170268
Document Number /?—
nqs County of Riverside , California
Parcel 2 PM 137/88-89 Sec. 14, T3S, R4E, S.B.M.
CORNER TYPE
Government Corner
M
Control
ElMeander
MIX
Property
Rancho
M
Other
Date of Survey March 24, 2017
N.
Elevation
COORDINATES (Optional)
E.
Units Metric D 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.: 8765(d) 8771 17 8773 Other:
Corner/ ❑X Left as found
Established
❑ Rebuilt
Pre -Construction
Monument: ❑ Found and tagged
Reestablished
El Referenced
Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description(s):
1 -FD. SPIKE & WASHER STAMPED "RIV CO TRANS", DN 0.1', PER CORNER RECORD 2017-0379, ACCEPTED AS W 1/4 COR. SEC. 14
2 -FD. 1" LP. W/PLASTIC PLUG "LS 4897", DN 0.8', PER PM 121/46-47, ACCPETED AS CENTER 1/4 COR. SEC. 14
34D. 1" I.P. W/PLASTIC PLUG "WEBB LS 5529", UP 0.2', PER CORNER RECORD 2017-0141, ACCEPTED AS NW COR. PARCEL 2 PM 134/88-89
4 -FD. 1" I.P. W/PLASTIC PLUG "WEBB LS 5529", DN 0.4', PER CORNER RECORD 2017-0141, ACCEPTED AS NE COR. PARCEL 2 PM 134/88-89
54D. 1" I.P. W/PLASTIC PLUG "WEBB LS 5529", DN 0.4', PER CORNER RECORD 2017-0141, ACCEPTED AS SW COR. PARCEL 2 PM 134/88-89
5-13D. 1" I.P. W/TAG "LS 4055", FLUSH, NO REF, ACCEPTED AS R/W BC PARCEL 2 PM 134/88-89
-FD. 1" I.P. W/PLASTIC PLUG ILLEGIBLE, UP 0.1', NO REF, ACCEPTED AS R/W EC PARCEL 2 PM 134/88-89
6 -FD. 1" I.P. W/PLASTIC PLUG "RIV CO TRANS", FLUSH, PER CORNER RECORD 2014-0491, ACCEPTED AS SW COR, SEC. 14
9 -FD. 1" I.P. W/PLASTIC PLUG "RIV CO TRANS", DN 0.5', NO REF, ACCEPTED AS SE COR. SEC. 14
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on July 19, 2018
Signed C1GG>,i"(le-k Harrw P.L.S. or R.C.E. No. 4989
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received _ '19-1Z
BPELSG-2016
Page 1 of 2
/.\0�� LAND �\
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Document Number Agency Index CR170268
19TH AVENUE
(N 89'04'55" E 2656.95') R1
N 89'15'11" E 2656.93
PI.M. 121/46-47
N 89'09 25" E 1641.71'
3 (N 88'59'01" E 1641.83') R1
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CURVE DATA
N0,
DELTA
RADIUS LENGTH
C1
22'14'35"
1770.37' 687,28'
C1
22'14'31"
1770.37' 687.25' R1
C2
04'53'15"
2431.66' 207.43'
C2
04°53'19"
2431.66' 207.47' R1
NO.
�N 6Q L4
IV (6-g- W
5 �\ \off?,
SW 1/4
SEC. 14
LINE DATA
BEARING I LENGTH
N 00-19'32" E 70.03'
N 88'51'41" E
17.73'
N 88`41'18" E
17.47'
N 68'53'47" W
323.45
N 69°04'11" W
324.00
N 00'29'53" E
568.26
(N 00`19'32" E
668.13
PARCEL 2
P.M. 134/88-89
(N 88°41'18" E 2652.30) R1-
2652.20"
F
.0-
N
NOT TO SCALE
r
L8B'(N41'15" E) R2
652.13') R2
12652.20'
N 88'51'31" E 5304.40"
(N 88'41'00" E 5304.80') RS 10/37\ / g
SEE DETAIL •A•
BELOW
N
�t
M
L�
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CENTERLINE OF INDIAN CANYON DRIVE BEING
N 0'23'14" E PER R.S. 141/64-67
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
0 INDICATES SET 1" I.P. W/PLASTIC PLUG "P.L.S. 4989", FLUSI-
OR1 INnirATFC PErQRfI DATA PER P.M. 134/88-89
()R2 INDICATES RECORD DATA PER R.S. 17/37-38
SFN INDICATES SEARCHED FOR MONUMENT FOUND NOTHING
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION
BPELSG-2016 Page 2 of 2
SFN
'"~- C 1
J
-+-2652.20' 2652.20'—•-
SFN/ESP
NO EVIDENCE OF ORIGINAL
MONUMENT OR FENCE
POST PER PM 121/46-47
DETAIL 'Av
NOT TO SCALE
J.N. 2367