corr19_05073832019-0507383
12/10/2019 08 20 Bn Fee $ 17.00
Recording Requested By and page 1 of 2
When recorded Mail to: Recorded in official Records
County of R,,ere,ae
Aet.r area„.
County of Riverside Transportation Dept., Survey Division Assesllsorr-ycou�nyty,Clleer¢ky-1Reoo.JFar
4080 Lemon Street, 8" Flom
Riverside, CA 92501 m,rM1 YIfr 11'114 1•i ��fl �l
Atte: County Surveyor 1 �T
CERTIFICATE OF CORRECTION
(MONUMENTSUBSTITUTION)
I, William Rohal, certify; that I am a Licensed Land Surveyor of the State of Califomia; that Tract Map 32049 was
prepared by John L. Koepke, U.S. 7841 and is filed in Book 424 of Maps, at Pages 6 through 9, inclusive, in the
office of the Recorder of Riverside County, California; and that the following corrections to said map 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. Ihereby certify that a survey was performed by me or
under my direction on May 23, 2017, which verified the information contained on said map. Monument
Closer iptions are corrected as follows.
Incorrect Data
I- Surveyor's Notes o —Indicates Set I" I.P., 18" Long, With Brass cap stamped "U.S. 7841", flush (Riv.
Cc, Std "A" Mon.) unless otherwise noted.
Surveyor's Notes Set 1" I.P., 18" Long With 1-1/2" Brass cap stamped "U.S. 7841", flush, (Riv. Co,
Sid "B" Mon.) at all eentedlne intersections and points of curve.
Surveyor's Notes Set Nail and Tag stamped "LS. 7841", flush in curb (Riv- Co, Std "E" Mon.) at the
prolongation of all front lot comers and right-of-way points of curve.
Surveyor's Notes Set 1/2" rebar with plastic plug stamped "L.& 7841" (Riv. Ce, Std "C" Mon.) at all
rear lot corners and angle points in side lot lues, unless otherwise noted
2. Surveyor's Notes o — Indicates Set I" I.P., 18" Long, With Brass cap stamped "L.S. 7841", flush (Riv.
Co, Std "A" Mon.) unless otherwise noted. Map indicates on sheet 2 of 4, having set a corner on the
Easterly line of Lot 2, intersection of bearings N 67-50-25 E and N 48-30-55 E.
Corrected Data
1. Surveyor's Notes o — Set I" I.P. 18" long with plastic plug (Riv. Cc, Std "A" Mon.) or lead, tack and
tag (Riv. Cc, Std "E" Mon.) stamped "L.S. 8805", flush for all Lot corners, angle points, B.C.'s and
EC.'s all centerline intersections and centerline B.C.'s and E.C.'s.
2. Set 1" I.P. 18" long with plastic plug (Riv. Co, Std "A" Mon.) stamped "L.S. 8805" as a reference point
N 48-30-35 E 50110 feet from actual comer, said actual corner lying on Easterly line of Lot 2,
intersection of bearings N 67-50-25 E and N 48-30-55 E, as shown on sheet 2 of 4. Ac Wal comer not
set.
The present Fee Title owner(s)/Ownership of the property are/is not affected by the co rection(s).
�� OtrS'y�jvJ� Roy9�%
Willibli Rohal ? j
P.L.S. 8805 * No. 8805
Dated: 1I— <4 Za ; P
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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.
Dated:
David L. McMillan, County Surveyor UNo Sp
L.S. 8488
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