cr18_0426CORNER RECORD Agencylndex CR180074
Document Number
�y of CATHEDRAL CITY County of RIVERSIDE , California
Brief Legal Description LOT 7 M.B. 62/12-13, SEC. 33, TAS., R.5E., S.B.M.
CORNER TYPE COORDINATES (Optional)
N F
Government Corner Control
Meander ®X Property
Elevation
Units Metric F7 U.S. Survey Foot
Lj Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey DECEMBER 20, 2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: MX8765(d) M 8771 M8773 11 Other:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ®X Pre -Construction
Monument: ❑ Found and tagged rX_j Reestablished [] Referenced n Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
Fj See sheet #2 for description(s):
1 -FD. 1" I.P. W/TAG "RCE 11842", DN 1.3', PER M.B. 62/12-13, ACCEPTED AS MOST NORTHERLY CORNER M.B. 62/12-13.
24D. 1" I.P. W/TAG "RCE 11842", DN 0.9', PER M.B. 62/12-13, ACCEPTED AS MOST EASTERLY CORNER M.B. 62/12-13.
34D. 1" I.P. W/TAG "PLS 4989", DN 0.7', PER CORNER RECORD 2017-0524, ACCEPTED AS C/L E.C. SUMMIT DRIVE.
'-FD. 1" I.P. W/TAG "RCE 11842", DN 0.8', PER M.B. 62/12-13 & CORNER RECORD 2009-0805, ACCEPTED AS C/L B.C. SUMMIT DRIVE.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on March 1, 2018
Signed C"rta-k f "rw P.L.S. or.X. No. 4989
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received /"�
and examined apd Tjled LA 123
Signed : P.L.S. or R. No.
Title CO3 Ot4 `S bk,,
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Z
CHARLES R. HARRI3 -�
No. 4989
OF
Uocumem INUmDer
rAw
vJ
LINE ESTAB. PERPENDICULAR
TO SUMMIT DRIVE
7
k
e ti �O
Index t;Hlt3UU/4
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CENTERLINE OF SUMMIT DRIVE BEING N 46'38'35" W PER
M.B. 62/12-13.
SFN_ ESTAB. AT RECORD
DISTANCE FROM NORTHEAST
COR. LOT 7
NOT TO SCALE
rs
LOT 7
SFNM.B. 62/12-13
c?
atC, C�� UNE ESTAB. PERPENDICULAR -
TO SUMMIT DRIVE
til
SFN-ESTAB. AT RECORD
DISTANCE FROM C/L B.C.
SUMMIT DRIVE
LINE DATA
o.J
BEARING
T ,y0
SFN
LENGTH
80�
N43'21 25 E
100.27'
til
SFN-ESTAB. AT RECORD
DISTANCE FROM C/L B.C.
SUMMIT DRIVE
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
Q INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH.
El INDICATES SET NAIL AND TAG "PLS 4989", FLUSH.
() INDICATES RECORD DATA PER M.B. 62/12-13.
SFN INDICATES SEARCHED FOUND NOTHING.
BPELSG-2016 Page 2 of 2
J.N. 2432
LINE DATA
NO.
BEARING
LENGTH
BEARING
LENGTH
Lt
N43'21 25 E
100.27'
N43'21 25 E
100.18'
L2
N88'25'34"E
28.23'
N88'25'34"E
28.28'
L3
N46'38'35"W
(N46 -38'35-V
90.00'
L4
N43'21'25"E
130.04'
N43'21'25"E
L5
N46 -38-35-W
39.09'
N46'38'35"W
A�E
L6
N36'37'59"W
SQ.OQ'
N36'37'59"W
CURVE DATA
NO. DELTA RADIUS LENGTH
Cl 14'29'36" 86.00' 21.75'
14'29'38" 86.00' 21.76'
C2 13'37'11" 86.00' 20.44'
13'37'10" 86.00' 20.44'
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
Q INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH.
El INDICATES SET NAIL AND TAG "PLS 4989", FLUSH.
() INDICATES RECORD DATA PER M.B. 62/12-13.
SFN INDICATES SEARCHED FOUND NOTHING.
BPELSG-2016 Page 2 of 2
J.N. 2432