cr20_0514CORNER RECORD Agency Index
Document Number
CR 180550
20 z.o - 05X4
City of TEMECULA County of RIVERSIDE , California
Brief Legal Description VIA NORTE & KAHWEA ROAD; 98't & 194t _NW'LY OF SAID INTERSECTION
SEC. 29, T. 7 S., R. 2 W. CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner[:]
Control
Meander ❑
Property
Rancho ❑
Other
■ Elevation
❑ Units
Metric ❑ U.S. Survey Foot N
❑ Horizontal Datum
Zone Epoch Date
Date of Survey 6/19/19 & 8/20/19 Vertical Datum
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
■ See sheet #2 for description (s):
URVEYOR'S STATEMENT
no
This Corner Record w repared by me or under my direction in conformance with o
the Professi d rveyors' Act on 9/20/19 No. 5411
Si gned P.L.S. e��F5. No. 5411, Exp. 9/30/20 \*
9 CAS -\F
COUNTY SURVEYOR'S STATEMENT
%;gmmlw�
This Corner Record was received ( �� < �,,,• �y�'�� �• �
and examined and filed>
.
Signed P.L.S. or Na
No. Exp. 18480
Title DCS 6��
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)
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:
■ See sheet #2 for description (s):
URVEYOR'S STATEMENT
no
This Corner Record w repared by me or under my direction in conformance with o
the Professi d rveyors' Act on 9/20/19 No. 5411
Si gned P.L.S. e��F5. No. 5411, Exp. 9/30/20 \*
9 CAS -\F
COUNTY SURVEYOR'S STATEMENT
%;gmmlw�
This Corner Record was received ( �� < �,,,• �y�'�� �• �
and examined and filed>
.
Signed P.L.S. or Na
No. Exp. 18480
Title DCS 6��
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document NumhPr 2.020 - 05X4
Aqency Index �.
REFERENCES
R-1
= COUNTY OF RIVERSIDE TRACT NO. 3883,
M.B. 63/1-35
= RECORD DISTANCE PER R-1
[ ]
= RECORD & MEASURED DISTANCE PER R-1
B.C.
= BEGINNING OF CURVE
P.I.
= POINT OF INTERSECTION
E.C. =
END OF CURVE
N.T.S.
E.C.
S
AS2,
N
�' co
v1,\
co
e
P.I. � S8 gs, �
�\ Q'OP
Lr) ��c,\ N •��/
���a L
49 3,,.
B.C. — 39.16°
49. p3.
u
"41
10
MONUMENT NOTES
FD 1 1/4" IRON PIPE TAGGED IS 2602" PER R-1, DOWN 0.6', BEFORE CONSTRUCTION.
FD NOTHING AFTER CONSTRUCTION, SET GEAR SPIKE & WASHER STAMPED IS 5411" FLUSH
PER TIES HEREON.
0 FD RAMSET NAIL IN T.C., NO REFERENCE.
O SET PK NAIL & WASHER IS 5411" IN AC BERM.
❑ SET LEAD, TACK & TAG IN T.C.
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