corr25_0258671RECORDING REQUESTED BY
AND
WHEN RECORDED MAIL TO:
WHEN RECORDED MAIL TO:
COUNTY OF RIVERSIDE
4080 LEMON STREET, 81h FLOOR
RIVERSIDE, CA 92501
ATTN: COUNTY SURVEYOR
DOC # 2025-0258671
08/22/2025 08:00 AM 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
SPACE ABOVE THIS LINE FOR RECORDER'S USE
CERTIFICATE OF CORRECTION
(Monument Substitution)
(CORR 25009)
I, Dennis Janda, certify that I air a Licensed Land Surveyor of the State of California; that TR 32185-5 was prepared by Heung Jei
Kim, LS 5928, and is filed in Book 462 of Maps, at Pages 13 through 25, inclusive, in the office of the Recorder of Riverside County,
State of California, and that the following correction(s) to said map are/is in accordance with Chapter 3, Article 7, Section 66469
through 66472.1 of the Subdivision Map Act.
I am the Land Surveyor assuming the responsibility for placement of final monument, in accordance with Chapter 4, Article 9,
Section 66468 of the Subdivision Map Act. I hereby certify that a survey was performed by me or under my direction on August 20,
2024, which verified the information contained on said map. Monument descriptions are corrected as follow.
Incorrect Data
Sheet 3 under ENGINEER'S NOTES:
3. O INDICATES SET 1" I.P., FLUSH W/TAG LS 5928 PER RIVERSIDE COUNTY STANDARD "A", UNLESS
OTHERWISE NOTED.
8. SET 1" I.P., WITH TAG L.S. 5928, FLUSH AT ALL LOT CORNERS, ANGLE POINTS INSIDE OR REAR LOT LINES,
AND ANGLE POINTS IN SUBDIVISION BOUNDARY.
9. SET LEAD AND TAG LS 5928 IN TOP OF CURB (RIVERSIDE COUNTY STANDARD "E") FOR ALL BSs, ECs, PCCs,
AND CORNER CUTBACKS PROJECTED PERPENDICULAR OR RADIAL FROM CENTERLINE AT AN OFFSET OF 9.75
FEET, EXCEPT ALONG WHISPER HEIGHTS PARKWAY AT AN OFFSET OF 14.75 FEET.
SET LEAD AND TAG LS 5928 IN TOP OF CURB (RIVERSIDE COUNTY STANDARD "E") ON SIDE LOT LINES
PROJECTED AT AN OFFSET OF 9.75 FEET. THE OFFSET SHALL BE MEASURED RADIALLY OR AT THE RIGHT
ANGLES TO THE RIGHT OF WAY LINE.
Corrected Data
Sheet 3 under ENGINEER'S NOTES:
3. O INDICATES SET 1" I.P., FLUSH W/TAG LS 5928 OR W/TAG LS 6359, PER RIVERSIDE COUNTY STANDARD "A",
UNLESS OTHERWISE NOTED.
8. SET 1" I.P., WITH TAG L.S. 5928 OR W/TAG LS 6359, FLUSH AT ALL LOT CORNERS, ANGLE POINTS INSIDE OR
REAR LOT LINES, AND ANGLE POINTS IN SUBDIVISION BOUNDARY.
DOC #2025-0258671 Page 2 of 2
9. SET LEAD AND TAG LS 5928 OR LEAD AND TAG LS 6359 IN TOP OF CURB (RIVERSIDE COUNTY STANDARD "E")
FOR ALL BSs, ECs, PCCs, AND CORNER CUTBACKS PROTECTED PERPENDICULAR OR RADIAL FROM
CENTERLINE.
SET LEAD AND TAG LS 5928 OR LS 6359 IN TOP OF CURB (RIVERSIDE COUNTY STANDARD "E") ON SIDE LOT
LINES.
The present fee owner(s) of the property are not atTected by corrections.
Surveyor's Certificate
I hereby certify that I prepared this Certificate of Correction, or it was prepared under my direction and the changes shown hereon
as provided for in Section 66469 of the Subdivision Map Act.
Name !� n . c� DENNMWAYNEJANDA
J
L.S. 6359
Z
PLS 6359
,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:
David L. McMi an, County Surveyor
L.S. 8488 a \\ No. 8488
*\\ Exp.12-31-26