corr24_0235969DOC # 2024-0235969
Recording Requested by 08/07/2024 03:47 PM Fees: $103.00
and Page 1 of 5
When Recorded Mail to: Recorded in Official Records
County of Riverside
Cannon Corp Peter Aldana
16842 Von Karman Ave Assessor -County Clerk -Recorder
Irvine CA 92606
Attn: Edward L. Reynolds
"This document was electronically submitted
to the County of Riverside for recording"
Receipted by: CRISTINA#7700
CERTIFICATE OF CORRECTION
(Monument Substitution)
I, J Braley, certify; that I am a Licensed Land Surveyor of the State of California; that Tract Map No.
27971-1 was prepared by Ray Mansur LS 7185 and is filed in Book 443 of Maps, at Pages 95 through 99,
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
SURVEYOR'S NOTES:
SET 1" 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 LEAD AND TAG "LS 7185" IN TOP OF CURB (RIV. CO. STD. "B" MON.) IN LIEU OF FRONT
LOT CORNERS ON SIDE LOT LINES PROJECTED AND FOR E.C.'S AND B.C.'S PROJECTED
PERPENDICULAR OR RADIAL FROM PROPERTY LINE UNLESS OTHERWISE NOTED.
SET 1" I.P. W/PLUG "LS 7185" AT ALL CENTERLINE INTERSECTIONS, B.C.'S, E.C.'S AND
ANGLE POINTS
DOC #2024-0235969 Page 2 of 5
Corrected Data
SET 1" 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.
SET LEAD AND TAG "LS 8446" IN TOP OF CURB (RIV. CO. STD. "E" MON.) IN LIEU OF FRONT
LOT CORNERS ON SIDE LOT LINES PROJECTED AND FOR E.C.'S AND B.C.'S PROJECTED
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 I" I.P. W/PLUG "LS 8446" AT ALL CENTERLINE INTERSECTIONS, B.C.'S, E.C.'S AND
ANGLE POINTS
SHEET 3:
0 M-1 0 W-A -M &- M! 2 [a E N LVA MON•J M I F-W-" U
NORTHWEST CORNER OF LOTS I THROUGH 11 AND 13
SET 1 " I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00' OFFSET NORTHERLY ON P.L.
PROD, N. 0.40'.
SOUTHWEST CORNER OF LOTS 14 THROUGH 17
SET I" I.P. & TAG "LS 8446" (IRJV. CO. STD. "A" MON.) ON 1.00'OFFSET WESTERLY ON P.L.
PROD, N. 0.40'.
SOUTHEAST CORNER OF LOT 40
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "E" MON.)
SOUTHWEST CORNER LOTS 41, 42 & 65 THROUGH 67
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00'OFFS
NORTHEASTERLY, DN. 0.40'. 1
SOUTHEAST CORNER LOTS 63 & 64
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00OFFS
NORTHWESTERLY, DN. 0.40'. 1
'41 'M K 'AW M MIML I U1343111'A WtAQVIN IM4301V ON 00 'lkVJ*'bl-lMk A
A
mej La 0 : wAyl N 'AwsplQ1 0 9 1 0
=129111ma
DOC #2024-0235969 Page 3 of 5
THE NORTHWESTERLY TERMINUS OF THE NORTHEASTERLY LINE OF LOT 40 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N34003'38"E 18.47"' 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.
THE NORTHWESTERLY TERMINUS OF THE NORTHEASTERLY LINE OF LOT 41 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N24054'24"E 21.21 "' 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.
THE NORTHEASTERLY TERMINUS OF THE SOUTHERLY LINE OF LOT 69 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N64044' 15"E 16.74"' SHALL BE MARKED BY A
LEAD, TACK AND TAG "LS 8446" IN CONCRETE OFFSET 3.00 FEET ALONG THE
NORTHEASTERLY P.L. PROD OF SAID SOUTHERLY LINE.
SHEET 4:
SOUTHWEST CORNER OF LOTS 18 THROUGH 22
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00' OFFSET WESTERLY ON P.L.
PROD, DN. 0.40'.
SOUTHEAST CORNER OF LOTS 35 & 38
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "B" MON.)
SOUTHEAST CORNER OF LOTS 36,37 & 39
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "B" MON.) ON 0.20' OFFSET
EASTERLY ON P.L. PROD
SOUTHWEST CORNER OF LOTS 43 THROUGH 45
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
NORTHEASTERLY, DN. 0.40'.
NORTHEAST CORNER LOTS 47 THROUGH 49
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
SOUTHEASTERLY, DN. 0.40'.
SOUTHEAST CORNER LOTS 51 THROUGH 55, 58 & 61
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
NORTHWESTERLY, DN. 0.40'.
NORTHEAST CORNER LOT 56
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
SOUTHWESTERLY, DN. 0.40'.
THE NORTHEASTERLY TERMINUS OF THE SOUTHEASTERLY LINE OF LOT 46 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N28°55'38"E 21.21... 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 SOUTHEASTERLY LINE.
DOC #2024-0235969 Page 4 of 5
SHEET 5
SOUTHWEST CORNER OF LOTS 23 THROUGH 26
SET I" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00' OFFSET WESTERLY ON P.L.
PROD, DN. 0.40' .
SOUTHWEST CORNER OF LOT 27
SET I" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 3.00' OFFSET WESTERLY ON P.L.
PROD, DN. 0.40' .
SOUTHWEST CORNER OF LOTS 29 THROUGH 33
SET 1" I.P. & TAG "LS 8446" (RIV. CO. STD. "A" MON.) ON 1.00'xl.00' OFFSET
NORTHEASTERLY, DN. 0.40'.
SOUTHEAST CORNER OF LOTS 34
SET LEAD & TAG, "LS 8446", ON TOP OF WALL (RIV. CO. STD. "E" MON.)
THE SOUTHEASTERLY TERMINUS OF THE NORTHEASTERLY LINE OF LOT 33 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N°62' 18"52"W 20.75... SHALL BE MARKED BY A
LEAD, TACK AND TAG "LS 8446" IN CONCRETE OFFSET 6.00 FEET ALONG THE
SOUTHEASTERLY P.L. PROD OF SAID NORTHEASTERLY LINE.
THE NORTHWESTERLY TERMINUS OF THE SOUTHERLY LINE OF LOT 50 SHOWN AS
HAVING A BEARING AND DISTANCE OF "N81019'04"W 35.36"' 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 SOUTHERLY LINE.
LEGEND:
P.L. PROD — PROPERTY LINE PROD
I.P. — IRON PIPE
DN. — DOWN
B.C.'S — BEGIN CURVE
E.C.'S — END CURVE
The present Fee Title owner(s)/Ownership of the property are/is not affected by the correction(s).
Date: J U LY 15 , 2024
yam`
J Braley
Ls 8207
DOC #2024-0235969 Page 5 of 5
CITY OF BEAUMONT CITY 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: ) , 2024
® o ,!AY SF. F,AFiRiOi ��jO
cPLcR?p)7�j))/..-Jay S. Fahrion, City Surveyor ,Z
Ls 8207