cr23_1187CORNER RECORD Agency Index CR 220233
Document Number c=)O 3— //87
City of CORONA County of RIVERSIDE , California
Brief Legal Description LOT 5 OF BROOKS SUBDIVISION, MB 21/14
CORNER TYPE
X [] Government Corner ❑ Control
❑ Meander XProperty
❑ Rancho ❑ Other
Date of Survey MAY 20, 2022
N.
Elevation
Units
COORDINATES (Optional)
E.
Metric ❑ 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: X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: C] Found and tagged X Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
XSee sheet #2 for description (s):
See Sheet 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professi nal Land Surveyors' Act on MAY 26, 2022
���� 9343
Signed P.L.S.o��g'= '
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received July 10, 2023
and examinend filed 7 /, 3 V ���
Signed P.L.S. or R.C.E. No. 8488
Title County Surveyor
County Surveyor's Comment
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Document Number `" Agency Index V1\ ......
SFN. EST. BY INT. FD. 3/4" IP
-- 196.04' b -� N82°35'46" PERP M B. DN 0.4'
W 470 89'
OLIVE STFfT�� _�- 29/80-81 (M .� i y �/4.ti4
8cR 1
I 0 o.
e0 ^ HELD RECORD
o0in n 00 ANGLE PER TR
o of �, t 165679, MB
`� '^ o `� ��0 129/8000
-81
' b !V1 F� � J. j /I Ir v
EST. BY ^ I MR) ^;��• o —�
PRORATION PER Ivo2 °39 ` 12"W m
MB 21/14 83.50' `O
`i w EST. BY
c� 0 83.50' C-)' PRORATION PER
;v N82*39' j2 W w MB 21/14
Z^Q zo000
0 LO
N
ILLEGIBLE IN Dl 0 0 . r. au
CURB ACCEPTED 'n• o o J N N o '�
AS WESTER L `- z 0 LO 0 to 0 06 z N
BOUNDARY F �
PMB 23/86 87 ^� 1�11� ]jJj�l 30,0 0
N82�M&R) � N Zc��
42'3911o
M&R83.50' z
2.500'' (M&R) FD"LS. GSPK & WASH
N8�2'S4IS 9"W 360.35' 113.50' (134.00') CR09 1204 PER
OF �A�y <M&R, 135.44'
FD. GSPK & FD. L&T N82'139.8)1 I
WASH "LS5411"' ILLEGIBLE iN
�J1-t� j
PER CR09-481 CURB ACCEPTED AFD S0" C-NAIL W 275.24'
AS WESTERLY ACCEPTED
BOUNDARY OF C� CL INT PERATR. FD. GSPK &WASH
PMB 23/86-87 29567, MB "LS5411" PER
'coo 314/48_51 CR09-203
N N
5�
FD, 3/4" IP DN .2' ACCEPTED AS CL INT.
VICENTIA AND NORTH BOUNDARY OF TR.
4277 M.B. 76/3-4 PER MB 314/48-51
BASIS OF BEARING
THE CENTERLINE OF KENDALL STREET SHOWN AS MONUMENT NOTES AND LEGEND
N82°42'39"W ON M.B. 314/48-51.
® FOUND MONUMENTS AS NOTED.
RECORD REFERENCES 0 SET1" IP W/TAG IS 9343" 1' EASTERLY
() BROOKS SUBDIVISION, MB 21/14 ON NORTHERLY PL
[] TRACT NO. 16579, MB 129/80-81 ❑ SET L&T TAGGED IS 9343" 13.2' PROD.
€} PARCEL MAP, PMB 23/86-87 0 SET L&T TAGGED IS 9343" 15' PROD.
o TRACT 29567, MB 314/48-51 (M&R) MEASURED AND RECORDED.
JN 1010
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