rs152_00913
RIDGE ROAD
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SURVEYOR'S NOTES
E. PALM CANYON DR
pm
BASIS OF BEARINGS IS THE CENTERLINE OF RIDGE ROAD AS SHOWN
BY PM 39/2 & MB 12/52-56.
TAKEN AS N 78'50'00"E
! INDICATES FOUND MONUMENT AS NOTED,
O INDICATES SET 1 " I.P. W/PLASTIC PLUG, PLS 6500, FLUSH
Q INDICATES SET GIN SPIKE & WASHER, PLS 6500, FLUSH
0 INDICATES SET NAIL &TAG IN TOP OF WALL, PLS 6500
[—] INDICATES
RECORD
DATA
PER
MB
18/88
(—) INDICATES
RECORD
DATA
PER
MB
12/52-56
<—> INDICATES RECORD DATA PER PM 39/2
€-1 INDICATES RECORD DATA PER CPS LLA 00-13
M&R INDICATES MEASURED AND RECORD DATA
SNF INDICATES SEARCHED, NOTHING FOUND
FOUND MONUMENT NOTES:.
1
F0.
1" I.P. DN 0.1', TAGGED RCE 26943 PER RS 83/38
ACC
AS C/L MONUMENT
2
FD.
3/4" I.P. DN. 1.0' W/ILLEGIBLE TAG, NO RECORD
ACC
AS C/L MONUMENT
3❑
F0.
3/4" I.P. DN. 1.0' OPEN, NO RECORD
ACC
AS C/L MONUMENT
�4
FD.
2" I.P. DN 0.1' WITH ILLEGIBLE TAG.
ACC
AS SW COR LOT 269 MB 12/52-56.
5�
F0.
3/4" I.P. DN. 1.0' W/ILLEGIBLE TAG, NO RECORD,
0.35' SW OF CALC POS, ACC AS POINT ON C/L
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE., STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A PORTION OF THE NORTHEAST QUARTER
SECTION 27, TOWNSHIP 4 SOUTH., RANGE 4 EAST, S.B.M.
VAN SURVEYING., INC. MARCH., 2018
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SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FlIED THIS I S DAY OF Lo -v 20
ATD�— IN BOOK OF
RECORDS OF SUR
V q AT PAGE -4AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. 46) 11 .0- a t3/ 413z.
FEE � q. 00
PETER ALDANA, ASSESSOR—CO NT1f CLERK—RECORDER
BY: 7i4LA44Lol Jo DEPUTY
SURVEYOR'S STATEMENT
THIS MAP REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
ACT, AT THE REQUEST OF HARDY BASSINGTON ON JANUARY 23, 2018.
STEVEN J. VApr P.LS. 6500 LAA10
EXP. 06/30/19 q-,
�
11111
�c� ltT�
�O Steven J. Van
a �
Exp. 06/30/19
No. 6500
OF CA1-
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFES IONAL LAND SURVEYORS' ACT, THIS 1!�2
DAY OF ,��f'�� �-- 2019. If
DAVID L McMILLAN P.L.S. 8488
counmr suRvEroR EXP. 12/31/20
30 0 15 30 60 120
SCALE 1 " = 30'
RIV* CO. 18/039 J*No 18014
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