cr19_0380CORNER RECORD Agency Index CR180601
Document Number 2ZM -05 60
City of CATHEDRAL CITY County of RIVERSIDE , California
Brief Legal Description SOUTHERLY LINE OF THE SOUTHWEST 1/4 SEC. 8, TAS., R.5E., S.B.M.
I
X I
CORNER TYPE
❑ Government Corner ❑ Control
❑ Meander ❑ Property
❑ Rancho ❑X Other Horizontal Datum
Zone Epoch Date
Date of Survey May 4, 2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
E] Complies with Public Resources Code §§8890-8902
N.
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric ❑ U.S. Survey Foot
PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished EIReferenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑ See sheet #2 for description(s):
1 -FD. 3/4" I.P. W/TAG "RCFC & WCD", DN 0.3', PER R.S. 96/43-48 & M.B. 394/78-80, ACCEPTED AS INT. OF N'LY LINE OF THE SW 1/4 OF THE SW 1/4 SEC. 8 AND
THE SW'LY LINE OF THE WHITEWATER CHANNEL.
2 -FD. NAIL & TAG "RCE 26401", FLUSH IN TOP OF WALL, PER R.S. 149/60, ACCEPTED AS THE SW COR. SEC. 8.
34D. 3/4" I.P. W/TAG "RCFC & WCD", DN 0.7, PER R.S. 96/43-48 & R.S. 149/60, ACCEPTED AS INT. OF E -LY LINE OF THE NW 1/4 OF THE NW 1/4 SEC. 17 AND
THE SW'LY LINE OF THE WHITEWATER CHANNEL.
4 -FD. 3/4" I.P. W/PLASTIC PLUG "LS 4146", DN 1.2', PER R.S. 96/43-48, R.S. 110/28-29 & R.S. 149/60, ACCEPTED AS S 1/4 COR. SEC. 8.
5 -FD. 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH, PER R.S. 149/60.
SURVEYOR'S STATEMENT L NO
This Corner Record was prepared by me or under my direction in conformance
CHARLES R. HARRIS
with the Professional Land Surveyors' Act orMay 9, 2019
_
C&W L ^ ,-r No. 4889
Signed �l,Gt.►" P.L.S. No. 4989
q
OF C
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received I
and examined and filed ZO/
Signed ` � !� P.L.S. or Fj G� No. &17
Title �L:-r ,- ' 6C..r� .5Ue-L/ Oc
County Surveyor's Comment
BPELSG-2016 Page 1 of2
Document Number 4UV-A -
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7. C3
SFN-ESP
PER R1
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ncv Index CR180601
'32'E R
DETA
�6
8—
(1227.16') R3
C3 00'08'41"
— — — —(1226.Q3
1227.42
1225.88'
1427.54'---
1427,83' R3
1427.50 R1
C
0) 01�
'SLY
1 a ups 1.54'
0J�O ap�(1$4') R1
�tt
LINE
N 89'38'32" E
�� (N 89'38'13" E
(N 89'38"46" E
2654.96'
2655.07' R1
2654.99 R3
WHITEWATER
CHANNEL
DETAIL
'A'
y NOT TO SCALE
SFN �cSO4,
r — lb�j
NOT TO SCALE
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE SOUTHWESTERLY LINE OF THE
WHITEWATER CHANNEL PER R.S. 96/43-48
BEING N 31'24'50" W.
NOTES:
DETA
'A
8—
ABOVE
C3 00'08'41"
— — — —(1226.Q3
— f I/
00'08'47
1427,83' R3
1427.50 R1
1225.88'
00.08'41
40000.00
1427.54'
N 89'38'32" E
�� (N 89'38'13" E
(N 89'38"46" E
2654.96'
2655.07' R1
2654.99 R3
�i t�
j r
—
S'LY LINE
SW 1/4
30000.00'
193.76'
00' 22' 1 'I'l
30000.00'
(N 89'38'20" E
2654.960 R4 pc
SEC. 8
10
CURVE DATA
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE SOUTHWESTERLY LINE OF THE
WHITEWATER CHANNEL PER R.S. 96/43-48
BEING N 31'24'50" W.
NOTES:
0 INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
0 INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH.
()R1 INDICATES RECORD DATA PER R.S. 96/43-48.
()R2 INDICATES RECORD DATA PER M,B. 394/78-80.
()R3 INDI�ATES RECORD DATA PER R.S. 110/28-29.
()R4 INDICATES RECORD DATA PER R.S. 149/60.
SFN-ESP INDICATES SEARCHED FOUND NOTHING, ESTABLISHED BY SINGLE
PROPORTION.
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J.N. 2131
NO. DELTA
RADIUS
LENGTH
C3 00'08'41"
40000.00'
101.09'
00'08'47
40000.00'
101.00'R1
00.08'41
40000.00
101.04')R2
00'08'42"
40000.00'
101.17'R3
C4 00'22'12"
30000.00'
193.76'
00' 22' 1 'I'l
30000.00'
193.57' R 1
0 INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
0 INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH.
()R1 INDICATES RECORD DATA PER R.S. 96/43-48.
()R2 INDICATES RECORD DATA PER M,B. 394/78-80.
()R3 INDI�ATES RECORD DATA PER R.S. 110/28-29.
()R4 INDICATES RECORD DATA PER R.S. 149/60.
SFN-ESP INDICATES SEARCHED FOUND NOTHING, ESTABLISHED BY SINGLE
PROPORTION.
BPELSG-2016 Page 2 of 2
J.N. 2131