cr19_0378CORNER RECORD
City of CATHEDRAL CITY
Brief Legal Description
{
X
Agency Index
CR180600
Document Number 2_01g - 031 b
County of RIVERSIDE California
SOUTHEAST 1/4 SEC. 17, TAS., R.5E., S.B.M.
CORNER TYPE
❑ Government Corner ❑Control
❑ Meander [I Property
❑ Rancho ❑X Other
Date of Survey
N.
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
May 4, 2017 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 0 8765(d)
❑ 8771
118773
❑ Other:
Corner/ 0 Left as found
Monument: 0 Found and tagged
Established
Reestablished
E]Rebuilt
El Referenced
❑ Pre -Construction
❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
F] See sheet #2 for description(s):
1 -FD. 1" I.P. OPEN, NO ID, DN 1.7', PER R.S. 96/43-48 & R.S. 149/60, ACCEPTED AS CTR. 1/4 COR. SEC. 17. AFFIXED TAG "PLS 4989".
2 -FD. 3/4" I.P. W/TAG "RCFC & WCD", DN 0.4', PER R.S. 149/60, ACCEPTED AS THE INT. OF THE SW'LY LINE WHITEWATER CHANNEL AND THE E -W 1/4
SEC. LINE SEC. 17.
3 -FD. COPPERWELD STAMPED "LS 8508", FLUSH, NO REFERENCE, ACCEPTED AS C/L INT. RAMON ROAD AND NORTH CROSSLEY ROAD AND 5.00'
OFFSET TO S 1/4 COR. SEC. 17.
4 -FD. 3/4" I.P. W/TAG "RCFC & WCD", FLUSH, PER R.S. 98/17-23, ACCEPTED AS INT. SW'LY LINE WHITEWATER CHANNEL AND S'LY R/W RAMON ROAD.
5 -FD. COPPERWELD STAMPED "16-17-20-21 T4S R5E", FLUSH, PER R.S. 96/43-48 & R.S. 98/17-23, ACCEPTED AS SE COR. SEC. 17,
6-17D. COPPERWELD STAMPED "LS 6048", FLUSH, NO REFERENCE, ACCEPTED AS SOUTH 1/4 COR. SEC. 17.
SURVEYOR'S STATEMENT LAAO
This Corner Record was prepared by me or under my direction in conformance dim
CHARLES R. HARRIS %L
with the Professional Land Surveyors' Act onMaV 9. 2019 _ 5�
C, ! � L wW�t" No. 4988 r
Signed � `P.L.S. No. 4989
9
OF Cay-�F�'
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed /p_z //rp/ 9 ��� 1 -AND 5�9�
Signed zz; r zm� P.L.S. orLR-.e'er No. 'ZQ/7 QQ 44, _P 0
Title LOG1NTy �1Lr-dEh'lL
,* No. 9017
County Surveyor's Comment Exp. 09-30-21 �q
BPELSG-2016 Page 1 of
Document Number 4011'1- V VO
C 1/4
SEC. 17
00
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33:
ki
Nin
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pat]
ca�C)
p O Z
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L9
W'LY LINE SE
1/4 SEC. 17
2 N LY LINE SE
1 /4 SEC_ 17
BASIS OF BEARINGS
W'LY LINE SE
1/4 SEC. 17
1
SW'LY LINE
WHITEWATER CHANNEL
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LA.
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�• fna�
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5,
C/L N.
CROSSLEY
Index GR180600
SW'LY LINE
WHITEWATER CHANNEL
O DETAIL 'A'
ova NOT TO SCALE
LINE DATA
�
• 2633.17' —
NO_ BEARING LENGTH
L9
N 89'44'03" E
133.91'
+ —
R.A. 7804
ell
N 89'44'03 E
33.96'
R1
DETAIL
NOT TO SCALE
1� 1177.48'
N 89'36'55" E
34.60'
R2
D
RAMON ROAD
CURVE DATA
PER R.S.
NO.
DELTA
RADIUS
LENGTH
C5
00'06'43"
30000.00'
58.61'
5
0
30000.00'
58.74' R1
C6
05�06'44"
06'44'
30000.00
58.69'
pJ�
(00-06-44"
30000.00'
58.69-)R1
SW'LY LINE
WHITEWATER CHANNEL
O DETAIL 'A'
ova NOT TO SCALE
BPELSG-2016 Page 2 of
SFNESTAB.
--X
�
• 2633.17' —
BY INT
PER BIA
W
—
+ —
R.A. 7804
ell
in
U
C5
DETAIL
NOT TO SCALE
1� 1177.48'
X1460.69' —�
E SEE DETAIL 'B'
ABOVE
D
RAMON ROAD
C6 N
�
PER R.S.
3 G — –(1177.97') R2 !
(1177.50') R1_ _
14fi0.23') R2 17
1 1460.68') R1
ig
98/17-23
00
�- N 89'48' 3 2 E E 2638.818']2638.17'
638.818'] 1
N 89'43'00" E 2638.20') R2
�,� 20
BPELSG-2016 Page 2 of
•
�
• 2633.17' —
k
W'LY LINE NW
2638.17' —
1/4 SEC. 20
'B'
DETAIL
NOT TO SCALE
SEE DETAIL 'A'
E SEE DETAIL 'B'
ABOVE
SE COR.
17 ABOVE
SEC, 17
3 G — –(1177.97') R2 !
(1177.50') R1_ _
14fi0.23') R2 17
1 1460.68') R1
ig
1177.48
1460.69'
�- N 89'48' 3 2 E E 2638.818']2638.17'
638.818'] 1
N 89'43'00" E 2638.20') R2
�,� 20
5
sE1/ iC °R- RAMON ROAD
A
21
',�'l�
i
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
pJ�
SOUTHERLY LINE OF THE NORTHEAST 1/4 SEC. 17
PER R.S. 96/43-48 BEING N 89'44'03" E.
9
NOTES:
.
.
r INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
()R1 INDICATES RECORD DATA PER R.S. 96/43-48.
()R2 INDICATES RECORD DATA PER P.M. 91/7-8.
NOT TO SCALE
SFN INDICATES SEARCHED FOUND NOTHING.
J.N. 2131
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