cr17_0520CORNER RECORD Agency Index CRI 70433
Document Number %— QHS?. 0
City of Blythe County of Riverside California
Brief Legal Description Notherly Line of Lot 44 per R.S. 31/63-66
CORNER TYPE COORDINATES (Optional)
N. E.
X Government Corner r] Control rj Elevation
Meander 171 Property Efl Units Metric 17 U.S. Survey Foot El
Rancho rl Other Horizontal Datum
i
Zone Epoch Date
Date of Survey June 29, 2017 Vertical Datum
Complies with Public Resources Code §§8801-8819
SEC 11 T7S R23E F_� Complies with Public Resources Code §§8890-8902
PLS Act Ref.: M 8765(d) M 8771 n 8773 n Other:
Corner/ El Left as found El Established E]Rebuilt El Pre -Construction
Monument: El Found and tagged n Reestablished FIReferenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description(s):
See Plat on Reverse Page 2 of 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional LndSurvevors' Act on July 3, 2017
Signed ��A/M�,J(.—ff4a--P.L.S.orR.C.E.No. 27,943
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received /,/) m .- o
and examined and filed
6 400
Signed --��- P.L.S. or R No.
Title (fe6lg7% 5 6//Z P IZ
County Surveyor's Comment
BPELSG-2016 Page 1of2
�� 4gOFESSIpN��\
ti ROBERT K. HOLT
No. 2'7943
Exp. 3-31-18
OF V i ��4�~�
CA
Document Number / 7-
"3
"3 b' . *60 120'
LOT 45
175.99 S88°20'31 "W
(176.00' S88°21'00"W)
19' WALKWAY EASEMENT
PER RS 31/63
30' ROAD EASEMENT
PER RS 31/63
YlpS
NOTES
LOT 44
THE BASIS OF BEARING FOR THIS SURVEY IS
THE CENTERLINE OF RIVIERA DRIVE BETWEEN
LOTS 5 AND 44 AS SHOWN IN BOOK 31,
PAGE 63-66 OF RECORD OF SURVEYS IN THE
OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, SHOWN AS N 0028'00" E.
• FOUND MONUMENT AS NOTED
Aaencv Index
wU)
W=
FD. 3141.P. TAGGED R.E. 862,
I �
DN. 1.2' PER R.S. 31/63-66.
a�
LOT4
U
_
8°08'19"
°V
142.05'
Cl
FD. 3/4 I.P. NO TAG, DN. 0.9'
Q
(141.95')
PER R.S. 31/63-66.
30.0'
I
�
172.71'
I
(9°54'00")
wU)
W=
W
(D
>
RADIUS
0 o Z
_
8°08'19"
°V
142.05'
Cl
oV W
Q
(141.95')
U)zo
<N
LOT5
172.71'
(9°54'00")
MNW
ty-
C3
cj(jFD
w
36.97'
(2°07'00")
(1000.00')
(36.94')
>
66
I /
30.0'
I
FD. 3/41.P. TAGGED R.E. 862,
DN. 1.1' PER R.S. 31/63-66.
O SET 1-114" IRON PIPE TAGGED R. C. E, 27,94J I
(J DENOTES PER R.S. 31/63-66
I-- 30' ROAD EASEMENT
i
PER RS 31/63
I
I Clq
I
I I
I
I
LOT
FD. 3/4 I.P. NO TAG, DN. 1.2'
PER R.S. 31/63-66.
BPELSG-2016 Page 2 of 2
CURVE DATA
CURVE
DELTA
RADIUS
LENGTH
8°08'19"
1000.00'
142.05'
Cl
(8`08'00")
(1000.00')
(141.95')
C2
9°53'45"
1000.00'
172.71'
(9°54'00")
(1000.00')
(172.79')
C3
2°05'55"
1000.00'
36.97'
(2°07'00")
(1000.00')
(36.94')
C4
6°01'24"
1000.00'
105.08'
(6°01'00")
(1000.00')
(105.01')
I-- 30' ROAD EASEMENT
i
PER RS 31/63
I
I Clq
I
I I
I
I
LOT
FD. 3/4 I.P. NO TAG, DN. 1.2'
PER R.S. 31/63-66.
BPELSG-2016 Page 2 of 2