cr19_0076CORNER RECORD Agency Index CR180295
Document Number 2.011— 067(p
City of CATHEDRAL CITY County of RIVERSIDE , California
Brief Legal Description LOTS 129-133 M.B. 30/15-16, SEC. 33, TAS., R.5E., S.B.M.
i
CORNER TYPE COORDINATES (Optional)
N. E.
Elevation
❑ Government Corner ❑ Control
X ❑ Meander ❑ Property Units ❑ Metric ❑ U.S. Survey Foot
33 ❑ Rancho ❑ Other Horizontal Datum
I Zone Epoch Date
I Date of Survey March 8, 2018 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8766(d) ® 8771 ❑ 8773 ❑ Other:
Corner/ Fxl Left as found El Established El Rebuilt ❑ Pre -Construction
Monument: El Found and tagged 0 Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description(s):
1 -FD. V LP. W/TAG "LS 5282", FLUSH, PER CORNER RECORD 2012-65, ACCEPTED AS POINT ON C/L SUNAIR PLAZA
2 -FD. GEAR SPIKE AND WASHER STAMPED "LS 8340", FLUSH, PER CORNER RECORD 2009-814, ACCEPTED AS C/L INT. CATHEDRAL CANYON DRIVE AND
PEREZ ROAD
3 -FD. NAIL & TAG "LS 4146', FLUSH, DN 0.1', NO REFERENCE, ACCEPTED AS POINT ON NORTH LINE OF M.B. 30/15-16
4 -FD. 1" I.P. W/TAG "LS 5282", FLUSH, PER CORNER RECORD 2012-65, ACCEPTED AS C/L INT. SUNAIR PLAZA AND COMMERCIAL ROAD
5 -FD. I" I.P. OPEN, NO ID, DN 1.2', IN LIEU OF 1 1/4" I.P. W/TAG "COUNTY SURVEYOR", DN 1.0', PER M.B. 272/25-28, ACCEPTED AS C/L INT. HIGHWAY 1 I 1
AND CATHEDRAL CANYON DRIVE
6 -FD. 3/4" I.P. W/TAG "RCFC & WCD", DN 1.2' IN MONUMENT WELL, PER P.M. 154/63-64, ACCEPTED AS NORTH 1/4 COR. SEC. 33
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance
with the Professional Land Surveyors' Act on
Signed (HGGGV &ne H&rrw
NOVEMBER 1, 2018
P.L.S. No. 4989
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 5IZ 1 JZ �$
and examined and filed Z/21 /20l1 p p
Signed P.L.S. orQ-8. No 8408
Title C4 A!n StArvP_ vr-
County Surveyor's Comment
BPELSG-2016 Page 1 oft
1�J NPL Lft�
CHARLES H R R. HARRIS
1 No. 4989 ` 1
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No. 8488
Exp. 12-31-20
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CURVE DATA
N 1/4 COR.
NO. DELTA RADIUS LENGTH
SEC. 33
Cl 89'58'44" 20.00' 31.41'
90'00'00' 20.00' 31.42'
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It
C2 108'21 34" 20.00' 37.82'
5.93'
cv
108'24'00" 20.00' 37.84'
(5.94') P.M. 9/85
PEREZ ROAD f
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130 OFFSET TO NEI
COR. LOT 129 I
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THE BASIS OF BEARINGS FOR THIS SURVEY
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15 THE NORTHERLY LINE OF M.B. 30/15-16
BEING N 71'30'00" W A y n,
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NOTES:
5
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
1
O
INDICATES SET 1" I.P. W/PLASTIC PLUG "P.L.S. 4989", FLUSH.
❑
INDICATES SET NAIL AND TAG "PLS 4989", FLUSH IN CONCRETE.
i
INDICATES RECORD DATA PER M.B. 30/15-16, UNLESS OTHERWISE
NOTED.
SFN
INDICATES SEARCHED FOUND NOTHING.
NOT TO SCALE
ESP
INDICATES ESTABLISHED BY SINGLE PROPORTION,
J.N. 2444
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