cr18_0598CORNER RECORD
Agency Index
Document Number I by `) q,3
Gy --e# Community of Pinyon Crest County of Riverside , California
Brief Legal Description Parcel 37, R.S. 31/33 WN 635-381-006)
CORNER TYPE
315 Government Corner rl Control El
I Meander ❑ Property ®R
N.
Elevation
COORDINATES (Optional)
E.
Units Metric ❑ U.S. Survey Foot
Rancho ❑ Other L.J Horizontal Datum
X ; Zone Epoch Date
Date of Survey April 11, 2018 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Por. S.W. 1/4 Sec 35 T.6S., R.5E. S.B.M. ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ FX] Left as found ❑ Established ❑ Rebuilt n,Pre-Construction
Monument: ® Found and tagged ❑X Reestablished ® Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
08 Fd. 1" I.P. (O.D.) 8" up in conc. & remains of orig. 2" x 2" hub alongside.
Set P.L.S. Tag 8389 in pipe.
VNNP SUS
SURVEYOR'S STATEMENT GF,
LEE N.
0
This Corner Record was prepared by me or under my direction in conformance with ARNSON -' E
the Professional Land -Sur eyors' ct on April 13, 2018�P 3,3t /fir
�,.. 113389 Q
Signed P.L.S. or R.C.E. No. P.L.S. 8389 `req
lFOF
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed
Signed
P.L.S. or C.E. No.
� — � e � y '
-ritle
County Surveyor's Comment H
x
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uocument Numoer Agencv Index
DENOTES RECORD DATA PER R.S. 31/33 NO SCALE
30')
f 43 44 45 46
330.09' C.R. 04-551
S. 89°40'00" E. 330.00' b iD I
1 (S. 89040'E. 330') O_
� I130))
(y)�
r�
�J
�— (1 80)) O1.. (1 50') l I fi 301) (301)
180.00' 2 150.00' I
180,05' ELECTRICAL SERVICE
C.R. 04-551 EASEMENT PER
R.S. 31/33
l_
Q
c�
0jo 00)
I N 0 0 N
0
O
Uj M
38 0 37� � 36 35 �
I
N
l2
U
W
N N N I
0
N
``'
0 0 0
>
l Z
I O Z Z Z FD. NOTHING,
Ld
Ir
<
Z SET NOTHING.
w
S. 89034'42" E. 660.48'
(S. 89°40' E. 660')
I o/
cW
6
(150) 150.12' } (150') 150.12' _ (150') 150.12' (150') 150.12' 1� 160.
—.1_
O'
o o
o LINDA °, VISTA O RD
1^1 , (150') 1\1501) C4) 050 150.00'/
✓ 60' ROAD
I
(S. 891 40' E. 450') ?
! EASEMENT PER
S. 89° 33'52" E. 449.97' R.S. 31/33, I
I(30)
(30')I 31 I R.S. 30/39 P0') (30')l
3/4" I.P. (O.D.) TAGGED L.S. 4297,4" DN. PER COR, REC. 04-55 1 .
SFD:
2
FD. BOAT SPIKE, NO TAG, 4" DN. NO REF. REPLACED W/ 1 " I.P. (O.D..) TAGGED P.L.S. 8389,
4" DN. IN DIRT ROAD, 4' SOUTHERLY OF NORTHERLY EDGE.
O3
FD. BOAT SPIKE & 1 1/41' BRASS DISC. STAMPED "L.S. 4297", 4" DN IN DIRT ROAD, 4' SOUTHERLY
OF NORTHERLY EDGE, PER COR. REC. 04-551.
4
FD. ORIG. 2" X 2" HUB, TOP CHARRED, 2" UP PER R.S. 31/33. SET P.L.S. TAG 8389.
5
CORNER DESTROYED BY INSTALLATION OF 6" X 6' TALL P.V.C. (USE UNKNOWN). SET 1 " I.P. (O.D.)
DIRECTLY NEXT TO SAID P.V.C., TAGGED P.L.S. 8389, 6" UP BY. SINGLE PROPORTION.
®
CORNER DESTROYED BY INSTALLATION OF POWER POLE & ELECT. BOX. SET 1 " I.P. (O.D.)
DIRECTLY NEXT TO ELECT. BOX, TAGGED P.L.S. 8389, 4" UP BY SINGLE PROPORTION.
O
SEARCHED FOR "NAIL IN CONC. PATCH ON ROCK" PER R.S. 31/33. FD. NOTHING. SET NOTHING.
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