cr25_1795CORNER RECORD
Agency Index CR200406
Document Number
City of Menifee County of
Riverside California
Brief Legal Description Lot 9, Dunnwoodie Park Tr. No. 2, MB 16 / 66, Sec. 23, T. 5 S., R. 3 W., SBM
CORNER TYPE
COORDINATES (Optional)
N. E.
❑ Government Corner ❑Control
Elevation
❑ Meander 0 Property
Units ❑ Metric ❑ U.S. Survey Foot
❑Rancho ❑Other
Horizontal Datum
Zone Epoch Date
Date of Survey April 27, 2020
Vertical Datum
❑ Complies with Public Resources Code §§88 01-8819
❑ Complies with Public Resources Code §§88 90-8902
PLS Act Ref.: ❑ 8765(d) ❑ 8771
❑ 8773 ❑ Other:
Corner/ FX1 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):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on May 19. 2020 + NO. 5174
Signed �L2d 2 �Eaea;Z9rL P.L.S. Me■ LS 5174 Or EXP. 6-30-2027
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received o�pl. L°'NP q
and examined and filed
p p ►►� p
Signed _ P.L.S. b�D� EL INC �
Coy 0\1 Sly evny n a3-.26
Title � Exp• 4
County Surveyor's CommentGL'�p
OF
BPELSG-2016 Page 1 of2
-ocument Number Aqency Index CR200406
FD. 2X2 HUB & RIV. CO. SURV.
FD. i" I.P. & BRASS DISK, MKD RW TAG FLUSH, OVER 3/4" I.P. & TAG FD. PK NAIL FLUSH, NO
EFERENCE, FITS TIES
CO. SURV. CTR. 23 @ CENTER OF & S 12, 32, 1.0' PER T.B. 105/8 PER TB. 99/44, ACCEPTED
SECTION 23 & INTERSECTION OF & RS 128/32, CR 90-0213
AS CL McCALL & MENIFEE
CHAMBERS AVE. & PALOMAR RD. p
PER RS 128/32, RS 65/35-36, f
PM 9814546, C.R. 86-299, C.R. 90-213 SFN, ESTABLISHED
BYINTERSECTION I McCALL BLVD. ito
r
N 8940349"E 1319.56' ��L
20.00' y
1304.11 (1304_75) � `� � �` _ _ _ _
264.62 264.75)) 1039..9'11� 1319.68' (1322yu
{� N 89r03'30"E 2623.78� {1040.00) i e'W
104.44' (10449) 99.96' (100) ! CHAMBERS' AVENUE ! w
204.40' (204.49) SFN I I
FD. PK NAIL & 2' SWING TIES,
C I FLUSH, NO REFERENCE, IN LIEU
O OF VIP & TAG "RCE 28946" PER
W p CR 19-0036 & CR 19-0037, FITS
CL Q TIES PER T.B. 99/44, ACCEPTED
io Z 00 AS CL CHAMBERS & MENIFEE
I O •-
� � O
I
Z-- I
e co
N cn co! _ 1
0i
o SURVEYOR'S NOTES
NBASIS OF BEARING IS THE NORTH
rn o w 3 LINE OF THE SOUTHEAST 1/4 OF
W } SECTION 23. T 5 S R 3 W BEING
rn I Q o I ? °i N89°03'30"F.PER'W 16/66.
o f z i y I O INDICATES FOUND MONUMENT
p AS NOTED.
o ' 7 Z 0 INDICATES SEARCHED & FOUND
8 I NOTHING
GLS 5174. FLUSH, UNLESS
OTHERWISE NOTED.
z I 99.20' 9.25'
N 89°04'18"E LO ( ) MB 6A/ 66S RECORD DATA PER
of I L `° � I I 1 INDICATES RECORD DATA PER
00 ^ 9 RS 128 / 32
rn SFN INDICATES SEARCHED & FOUND
NOTHING, SET NOTHING.
N 89°04'16"E
00 cn 0
ZI Q Lu
10
Ia rn
11 M '
I N I FD. 1" 1.P. & TAG LS 4989
DN. QPER C.;k 16-462'Off,&
C.R. 90-213 @ CL INTX
— — I al
Q:'p �
� w 4a
196.45' (196.50) I ala j
195.48' 96.50' 99.9T' 14Q' I rSFN ply (N 89°0334 E)'I
SHADEL k' 1 ROAD N89°0a48'E j
_ 256.20' (256.2� _ _ �L�77s.85' (78 r 25�9 �4'.{250.04] N $9°04'29"E 1036.05' (N 89003'30"E 1036,25)
[N 89°2529"E 1035.861 FD. 314" I.P. & TAG, L5 4462,
FD. 314" I.P. NO TAG, QN. OffPER C.R. 82-12,
❑N. 1.0' PE/2 C.R. CR 19-0036, 19-0037 &
16-4452 @ CL IN7X. C.R. 90-213 @ CL INTX.
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