corr24_0272646DOC # 2024-0272646
09/10/2024 11:10 AM Fees: $100.00
Page 1 of 4
Recorded in Official Records
— -county of Riverside
Peter Alclana
Recording Requested by Assessor -County Clerk -Recorder
and
When Recorded Mail to:
Cannon Corp
16842 Von Karman Ave
Irvine CA 92606
Attn: Edward L. Reynolds
**This document was electronically submitted
to the County of Riverside for recording—
Receipted by: ANGELENE #868
CERTIFICATE OF CORRECTION
(Monument Substitution)
1, J Braley, certify; that I am a Licensed Land Surveyor of the State of Califomia; that Tract Map No.
27971-2 was prepared by Ray Mansur LS 7185 and is filed in Book 443 of Maps, at Pages 100 through
104, inclusive, in the office of the Recorder of Riverside County, California; and that the following
corrections to said map (is/are) in accordance with Chapter 3, Article 7, Sections 66469 through 66472.1
of the Subdivision Map Act.
I am the Land Surveyor assuming the responsibility for placement of final monuments, in accordance with
Chapter 4, Article 9, Sections 66498 of the Subdivision Map Act. I hereby certify that a survey was
performed by me or under my direction on March 15, 2017, which verified the information contained on
said map. Monument descriptions are corrected as follows.
Incorrect Data
• tells
SET I" I.P. W/PLUG, "LS 7185" (RIV. CO. STD. "A" MON.) OR LEAD & TAG, "LS 7185", IN
CONCRETE, (RIV. CO. STD. "E" MON.) AT ALL REAR LOT CORNERS AND CORNER
CUTBACKS, FLUSH, UNLESS OTHERWISE NOTED.
SET I" I.P. W/PLUG "LS 7185" AT ALL CENTERLINE INTERSECTIONS, B.C.'S, E.C.'S ANTF,
ANGLE POINTS
SET I" I.P. W/ BRASS TAG "LS 8446" (RIV. CO. STD. "A" MON.) OR LEAD & TAG, "LS 8446", IN
CONCRETE, (RIV. CO. STD. "E" MON.) AT ALL REAR LOT CORNERS AND CORNER
CUTBACKS, FLUSH, UNLESS OTHERWISE NOTED BELOW.
I Irej Kwel"4011 a WK61010 I bin 11610 0 1011612 W:t@jj ma I a MEW IRA 2'ej.
DOC #2024-0272646 Page 2 of 4
PERPENDICULAR OR RADIAL FROM PROPERTY LINE, EXCEPTING THEREFROM THOSE
E.C.'S AMD B.C.'S WHICH ARE CONCENTRIC WITH MONUMENTED STREET CENTERLINES,
SAID CONCENTRIC E.C.'S AND B.C.'S SHALL NOT SET, UNLESS OTHERWISE NOTED.
SET 1" I.P. W/PLUG "LS 8446" AT ALL CENTERLINE INTERSECTIONS, B.C.'S, E.C.'S AND
ANGLE POINTS
SHEET 3
NORTHEAST CORNER OF LOTS 2 THROUGH 4 (REAR P.L.)
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "E" MON.)
NORTHEAST CORNER OF LOT 5 (REAR P.L.)
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00' OFFSET NORTHEASTERLY
ON P.L. PROD, DN. 0.40'.
SOUTHEAST CORNER OF LOT 6
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
NORTHWESTERLY, DN. 0.40'.
NORTHWEST CORNER OF LOTS 8 THROUGH 13
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
SOUTHWESTERLY, DN. 0.40'.
SOUTHWEST CORNER OF LOT 13
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 2.00' OFFSET NORTHWESTERLY
ON P.L. PROD, DN. 0.40'.
NORTHEAST CORNER OF LOTS 14 THROUGH 17
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'x1.00' OFFSET WESTERLY, DN.
0.40'.
NORTHWEST CORNER OF LOTS 23 THROUGH 25
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET EASTERLY, DN.
0.40'.
THE NORTHEASTERLY LINE OF LOT 1 SHOWN AS HAVING A BEARING AND DISTANCE OF
"N03041'27"E 34.20"' SHALL BE MARKED BY A LEAD, TACK AND TAG "LS 8446" IN
CONCRETE OFFSET 5.00 FEET NORTHEASTERLY OF AND AT RIGHT ANGLES TO SAID
NORTHEASTERLY LINE.
THE SOUTHWESTERLY TERMINUS OF THE SOUTHERLY LINE OF LOT 1 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N84022'00"E 20.36"' SHALL BE MARKED BY A
LEAD, TACK AND TAG "LS 8446" IN CONCRETE OFFSET 6.00 FEET ALONG THE
SOUTHWESTERLY P.L. PROD OF SAID SOUTHERLY LINE.
THE NORTHEASTERLY TERMINUS OF THE GENERALLY NORTHEASTERLY LINE OF LOT 7
SHOWN AS HAVING A BEARING AND DISTANCE OF "N14057'22"E 20.71... SHALL BE
MARKED BY A LEAD, TACK AND TAG "LS 8446" IN CONCRETE OFFSET 6.00 FEET ALONG
THE NORTHEASTERLY P.L. PROD OF SAID NORTHEASTERLY LINE.
DOC #2024-0272646 Page 3 of 4
THE NORTHWESTERLY TERMINUS OF THE GENERALLY NORTHEASTERLY LINE OF LOT 21
SHOWN AS HAVING A BEARING AND DISTANCE OF "NO1 °53'50"E 20.71 "' SHALL BE
MARKED BY A LEAD, TACK AND TAG "LS 8446" IN CONCRETE OFFSET 6.00 FEET ALONG
THE NORTHWESTERLY P.L. PROD OF SAID NORTHEASTERLY LINE.
01l1191ttl
SOUTHEAST CORNER LOTS 27 THROUGH 29,35 THROUGH 37 & 44 THROUGH 48
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'x1.00' OFFSET
NORTHWESTERLY, DN. 0.40'.
SOUTHWEST CORNER LOTS 30 THROUGH 32 & 38 THROUGH 41
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'x1.00' OFFSET
NORTHEASTERLY, DN. 0.40'.
THE SOUTHEASTERLY TERMINUS OF THE GENERALLY NORTHEASTERLY LINE OF LOT 30
SHOWN AS HAVING A BEARING AND DISTANCE OF "NI8°24'36"W 20.71... SHALL BE
MARKED BY A LEAD, TACK AND TAG "LS 8446" IN CONCRETE OFFSET 5.00 FEET
NORTHEASTERLY OF AND AT RIGHT ANGLES TO SAID NORTHEASTERLY LINE.
NORTHEAST CORNER OF LOTS 49 THROUGH 52 & 54 THROUGH 55
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "E" MON.)
NORTHEAST CORNER OF LOTS 53 & 56
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "E" MON.), ON 0.20 OFFSET
NORTHERLY ON P.L. PROD.
NORTHEAST CORNER OF LOT 57
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "E" MON.), ON 0.40 OFFSET
NORTHERLY ON P.L. PROD.
THE NORTHERLY LINE OF LOT 57 SHOWN AS HAVING A BEARING AND DISTANCE OF
"N79048' 13"E 34.20"' SHALL BE MARKED BY LEAD, TACK AND TAGS "LS 8446" IN
CONCRETE OFFSET 5.00 FEET NORTHERLY OF AND AT RIGHT ANGLES TO SAID
NORTHERLY LINE.
LEGEND:
P.L. PROD — PROPERTY LINE PROD
I.P. — IRON PIPE
DN. — DOWN
B.C.'S — BEGIN CURVE
E.C.'S — END CURVE
DOC #2024-0272646 Page 4 of 4
The present Fee Title owner(s)/Ownership of the property are/is not affected by the correction(s).
LAND
Date: July 22, 2024
Number LS 8446 J BRAL Y
LS 8446
Of �40
CITY OF BEAUMONT CITY SURVEYOR'S CERTIFICATE
0
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: 1 , 2024
LAI�Q
JAM FAHmax
t a..
Jay Fahrion, City Surveyors LS8201
Ls 8207 p, 1
W.