cr20_0516CORNER RECORD Agencylndex C-?, �gO5u9
Document Number ZO2 -0 -OJ\l0
City of TEMECULA County of RIVERSIDE , California
Brief Legal Description VIA NORTE• 187'± SW'LY OF LA CORONA COURT
SEC. 30 T. 7 S., R. 2 W. CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner❑ Control ■ Elevation
Meander ❑ Property ❑ Units Metric ❑ U.S. Survey Foot
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey 6/21 /19 & 8/22/19 Vertical Datum
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
0 See sheet #2 for description (s):
SURVEYOR'S STATEMENT F V
This Corner Record was pr ared by me or under my direction in conformance with
the Profess' d eyors' Act on 9/23/19 J No. 5411
Signed P.L.S. e� No. 541 1 Exp. 9/30/20 \*
9
CAO
COUNTY SURVEYOR'SS ATEMENT
Aj This Corner Record was received t C2 1-=:7-� � jN' '
V \�
l 1 % Pf, V.
and examined and filed 1�..,f
Signed P.L.S. or E. No. 130.888.
vc U kb
Exp. 12-31-20
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
❑Complies with Public Resources Code §§8801-8819
[]Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765(d)
N 8771
❑
8773 ❑ Other:
Corner/ ❑ Left as found
❑ Established
❑
Rebuilt Pre -Construction
Monument: ❑ Found and tagged
! Reestablished
❑
Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
0 See sheet #2 for description (s):
SURVEYOR'S STATEMENT F V
This Corner Record was pr ared by me or under my direction in conformance with
the Profess' d eyors' Act on 9/23/19 J No. 5411
Signed P.L.S. e� No. 541 1 Exp. 9/30/20 \*
9
CAO
COUNTY SURVEYOR'SS ATEMENT
Aj This Corner Record was received t C2 1-=:7-� � jN' '
V \�
l 1 % Pf, V.
and examined and filed 1�..,f
Signed P.L.S. or E. No. 130.888.
vc U kb
Exp. 12-31-20
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document Number ZO?-O-On�IP Aqencv Index [ Q �
P.I. = POINT OF INTERSECTION
LOT 110
N.T.S.
MONUMENT NOTES
A FD 1 " IRON PIPE TAGGED IS 3???" FLUSH, NO REFERENCE, UNABLE TO VERIFY CENTERLINE
POSITION HEREON, BEFORE CONSTRUCTION. FD NOTHING AFTER CONSTRUCTION, SET GEAR SPIKE &
WASHER STAMPED IS 5411" FLUSH PER TIES HEREON.
O SET LEAD, TACK & TAG IS 5411" IN WALK.
❑ SET LEAD, TACK & TAG IS 5411" IN CONCRETE DRIVEWAY.
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPETUATION OF FOUND MONUMENT(S) PURSUANT TO THE PLS ACT SECTION 8771.
NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSITION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL RELATIONSHIP TO
STREET CENTERLINES OR PROPERTY BOUNDARIES. 19_HAR_877
BPELSG-2016
Page 2 of 2