cr24_2515CORNER RECORD Agency Index CR 220625
Document Number 5-If
City of RIVERSIDE County of RIVERSIDE , California
Brief Legal Description LOT 62, BELVEDERE HEIGHTS TRACT, M.B. 22 / 31.
T Z S f C¢ W S. Z i CORNER TYPE
Government Corner ❑ Control ❑
Meander ❑ Property ❑X
N.
Elevation
Units
COORDINATES (Optional)
E.
Metric ❑ U.S. Survey Foot ❑X
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey June 30, 2022 Vertical Datum
Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: a 8765(d)
❑ 8771
❑ 8773
❑ Other:
Comer/ Left as found
Monument: ElFound and tagged
Established
Reestablished
Rebuilt
Referenced
Pre -Construction
❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed
❑J See sheet #2 for description(s);
( SEE SHEET 2 )
AND S9
=�Ci �GN NEIp �]Z_
SURVEYOR'S STATEMENT cu
�U 1p 7i O
This Corner Record was prepared by me or under my direction in conformance with —1 CQ No. 5553 -1' X
EXP. 6-30-25
the Professional Land Surveyors` Act on Jul 2, 2022
Signed y P.L.S. or R.C.E. No, L.S. 5553qLA�L
COUNTY SURVEYOR'S STATEMENT
This Comer Record was received a top
and examined and filed 3�
Signed P,L.S. or Rwe-E. No. L'$:7
Title Lill
County Surveyor's Comment
BPELSG-2016 Page Ior2
Document Number 20,2 V - ,Z /5- Agency Index C.R. 220625
FD. 3l4" I.P., TAGGED, ILLEGIBLE, DN. 0.8', NO REF. ACCEPTED AS C.L. INTER.
@8 FD, 1" I.P. RIV. CITY SURV., DN. 0.2'_, NO REF., ACCEPTED AS C.L INTER, PER M.B. 22 / 31.
\ G�D . NAIL IN 2" I.P., DN. 0.4', NO REF. NO TAG, ACCEPTED AS C. L. INTER. PER M.B. 22 /:
FD. 'C' NAIL, DN. 0.2', ACCEPTED AS C.L. B.C. PER M.B. 22 / 31.
FD. ADDITIONAL'C' NAIL, DN. 02, S 600 07' 18" W 0.73', NO REF.
LU FD. 30d NAIL, DN. 0.5', S 21° 23' 05" W 1.82', NO REF.
Ole
2 GG FD. 1" I.P., TAGGED L.S. 5390. 0.12' SOUTH OF LINE
o 03 \ NO REF,
Q 30' a 41
LIT 82
CD
a,
m .to N 3 / B
`� 70. N
�i
61-
�4J f4
Cn
z o_ LOT 62 4 �`'
Z a) �; rah r�j� Curve Delta Angle Radius Arc Tangent
rn u oN 1 36013'08" 1170.00 739.60 (739.50) 382.63
�
r r•� �J`V 2 0°30'00" 1170.00 10.21 (10.21) 5.11
;n 1 Z 3 32*25'25" 1140.00 645.13 (645.11 ) 331.46
j ,30 � a 4 7032'20" 1140.00 150.00 (150.00) 75.11
d o y 11 6 69046'11,105 20.00 24.35 13.94
7 0051'42" 540.00 8.12 (8.12) 4.06
C 8 56011'08" 510.00 500.12 (500.12) 272.23
6'
(0.00') INDICATES RECORD DIMENSION PER THE
` BELVEDERE HEIGHTS TRACT, M.B. 22 / 31.
^ T BASIS OF BEARINGS
o ��►� THE CENTERLINE OF FLORAL WAS TAKEN AS HAVING
coo A BEARING OF N 0° 14' 00" W PER M.B. 22 / 31.
m b \
MM
SCALE 1" = 60'
SET MAG. SPK. & WASHER STAMPED L.S. 5553, FLUSH.
2 SET LEAD, TACK & TAG L.S. 5553 IN TOP OF WALL.
3 SET 1" I.P. TAGGED L.S. 5553, FLUSH Q
SET 1" I.P. TAGGED L.S. 5553 ON 1 0.00'OFFSET ON \
PROPERTY LINE.
G
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