corr24_0253168Recording Requested by
and
When Recorded Mail to:
County of Riverside
4080 Lemon Street, 8th Floor
Riverside CA 92501
Attn: County Surveyor
DOC # 2024-0253168
08/22/2024 04:17 PM Fees: $0.00
Page 1 of 2
Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
"This document was electronically submitted
to the County of Riverside for recording"
Receipted by: CRISTINA#7700
CERTIFICATE OF CORRECTION
(CORR24005)
I, Farris N. Haddad, certify; that I am a Registered Civil Engineer of the State of California; that Tract Map 36785-6
was filed on September 29, 2021, in Book 479 of Maps, at Pages 99 through 107, inclusive, in the office of the
Recorder of Riverside County, California.
That the following data shown on said Tract Map is incorrect as follows:
Sheet 9 — The leaders for line data label "L8" is pointing to the wrong points.
The line data for label "L8" reading "N00°13'51"W 39.54' " is incorrect in the Line Table.
The line data for label "L43" reading "N53° 17'20"E 1.00' " is missing a radial indicator in the Line Table.
There are excess dimension leaders on the west side of the east line of easement 5 labeled "N00°08'58"E
154.45' ".
The curve data label "Cl 1" is not necessary.
Radial bearing is missing at the northerly end of curve at the northerly end of easement 5.
The delta for the curve on the easterly line of easement 5 labeled "11'23' 10" " is incorrect.
And is corrected as follows:
Sheet 9 — The Line data label "L8" has been revised to point to the appropriate points.
The line data for label "L8" has been corrected to read "NO2'32'47"E 68.74' " in the Line Table.
The line data for label "L43" has been corrected to read "N53° 17'20"E(R) 1.00' "in the Line Table.
Excess dimension leaders have been removed from the west side of the east line of easement 5 line labeled
"N00008'58"E 154.45"".
The curve data label "Cl 1" has been removed.
A radial bearing of "N45°44'03"E" has been added at the northerly end of curve at the northerly end of
easement 5.
The delta for the curve on the easterly line of easement 5 has been corrected to read "11 °23'09" ".
See illustration on next page for clarification.
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DOC #2024-0253168 Page 2 of 2
5N W ___N45'44'03"E_(R)
6=4414'55"
II o R=105.00'
N in
� a0
'Jy I I
I W
a0
---- m 30' W 5
---- g lo
Zg
�2'23'49' I 6=36'51'38"
R=300.00' R=75.00'
L=12.55' ' L=48.25'
L10 L43 7
— — — — N89'59'44"W
ti �s 155.59'
tp
O' R=106.00'
\ �^ L=21.06'
— — — — '28' 28' I (R6)
R6 I (6=11'23'09')
(R=78.00') y\
(L=15.50') as `
LINE TABLE
NO.
I BEARING
DISTANCE
L1
I N00'08'58"E
14.31'
L2
N89'59'07'W
30.98'
L3
N89'59'07"W
30.00'
L4
N89'59'07'W
60.98'
L5
N36'31'24'E
120.20'
L6
N01'43'02"W
18.18'
L7 R6)
NO2'32'47'E
38.26
L8
NO2'32'47"E
68.74'
L9
N0232'47"E
107.00'
L10 R7
N89'51'02"E
29.86'
L41
N00'17'03"W
14.06'
L42
N89'42'57"E
45.49'
L43
N53'17'20"E R
1.00'
L44
N89'58'21"W
261.68'
L45
N74'10'49"E
18.31'
The present Fee Title owner(s)/Ownership of the property are/is not affected by the correction(s).
Date: August 21, 2024 �O C S N. y !4e
Q 9
O
Uj
Farris N. Haddad No. 65931
R.C.E. Number 65931 'k
CIVIL
9TFCF CAI
County Surveyor's Certificate
This Certificate of Correction has been examined by the undersigned and discloses that the changes are authorized
by and comply with Government Code Section 66469 of the Subdivision Map Act.
Date: , 20 02 AND SURI,F�
�po MCM1/�9� pp �
David L. McMillan, County Surveyor U < a4g6 X Q
L.S. 8488
* O
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