cr17_0675CORNER RECORD Agencylndex
Document Number �—
City of JURUPA VALLEY County of RIVERSIDE California
Brief Legal Description APPALOOSA AVENUE; 86' f S'LY OF CLYDESDALE AVENUE
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CORNER TYPE
Government Corner Control ■
N.
Elevation
S. 22, T. 2 S., R. 6 W.
COORDINATES (Optional)
E.
Meander ❑ Property ❑ ❑
Units Metric U.S. SurveyFoot
Rancho F] Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey 6/30/2017 & 8/16/2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref:
❑ 8765( d)
0
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:
N See sheet #2 for description ( s) :
SURVEYOR'S STATEMENT
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This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on SEPTEMBER 11 2017 No. 8231 �}
Signed P.L.S. or-R-�F. Exp. No. L.S. 8231 Nj, 12/31/17
OF C A\-
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received a,/
_ AL LgNO
and examined a iledPRD C, d'G
Signed P.L.S. or R. . No. 741/ 0No. N j
a
Title fT'✓N EXP 2 31 �g
County Surveyor's Comment
BPELSG-2016 Page 1 oft
Document Number / ''_
Agency Index
A FD COPPER WELD STAMPED IS 3365", ACCEPTED AS STD. BRASS CAP STAMPED IS 3365"
PER R1, FLUSH, BEFORE CONSTRUCTION. SET MAG. NAIL & W, STAMPED IS 8231", PER
TIES HEREON, FLUSH, ORIGINAL MONUMENT UNDER PAVEMENT AFTER CONSTRUCTION.
O SET MAG. NAIL & W, STAMPED IS 8231" IN TOP OF A/C BERM.
R1 = COUNTY OF RIVERSIDE TIE BOOK 31/221
LOT 21
TRACT NO. 4975
M.B. 76/26-29
CLY�ES
A�&Uf-
LOT 32
4�S?, TRACT NO. 4975
\ M.B. 76/26-29
N.T.S.
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.
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