rs165_098orI�g�naP
aoa5 - 0135, a%eD4
ESTABLISHED AT RECORD DISTANCE
ALONG WESTERLY LINE NW 1/4
SE 1/4, SEC 12.
TACHEVAH DRIVE
"I— S FN
CTR. 1/4 COR
SEC 12
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SFN
ESTAB. FROM 12
0 44' FROM F2]
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF PARCEL MERGER 22-07-900, REC. 1/1112023 AS DOC, NO. 2023-0008197,9 O.R. LOCATED IN
NOTE: A PORTION OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 4 SOUTH, RANGE 4 EAST, S.B.M.
SEARCHED AND FOUND NOTHING ALONG TACHEVAH DRIVE IDMSA CONSULTING, INC. AUGUST - 2021
OR ALONG THE WESTERLY LINE OF NW 1/4, SE 1/49
SEC 12 THAT WOULD ASSIST IN ESTABLISHING LOCATION.
442 ESTABLISHED BY INT-X
OF REC BEARING FROM
NE COR AND CURVE
FROM SW COR PARCEL 1
(N 89*46' 10" E 250.00')R 1
N 89.46910" E 250.349
RESEARCH DRIVE [
ESTABLISHED PARALLEL WITH
SOUTH LINE PARCEL 1, PMB 58/89
(N 89'46'10" E 430.37')R1
N 89.46' 10" E 430.56'
ESTABLISHED PARALLEL WITH SOUTH
LINE PARCEL 1, PMB 58/89
{o= 61
�
7 •S� , %335
.sue, .s
SFN-' t\ i
2
COR
SFN, ESTABLISHED BY
REC DIST FROM SE COR
PARCEL 1 ALONG R/W LINE \
-p \\ >
\> co VD.
s
. o
3;,0, 3o.,
ems•, R/W DEDICATION PER
GRANT DEED REC.
% 04/10/1998 AS INST NO.
d'p 1998-138857, O.R. R4
0
°°' 3 N 89.46' 10" E 426.279
� c �
�' �� ��� °�S• FORMER SLY LINE Q p' p.� 0
PARCEL 1, PMB 58/89 ,� 2
°�. J� 00 0
TAMARISK
R/W DEDICATION PER
FINAL ORDER OF
CONDEMNATION REC.
09/15/2000 AS INST. NO.
0�, 2000-3635011 O.R. R3
o �%
opt c�i <% %� gyp•
0.
04
00OX 0
os
oo.
SEE DETAIL •A•
AT RIGHT n R =24 .51
,6 � I49"
N 62'33'11" W p%z L-_ SFN
19.56'1,39"
2 51
N 214 W0.76p i2 SFN
1' SFN ,26 21 39
SFN, ORIGINAL C/ L INT-X FARRELL •Z� �' ��2138.2 3'�R2
6�
DRIVE & COMPUTER WAY ESTABLISHED N ro� e �2 L
AT RECORD DISTANCE PER R2 (0
k�k 61
=26.44'44"
R=500.00' 14
L=233.40' M&R2
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS �Q DAY OF OLI 20 95 ,
AT I(: M. IN BOOK ((Q 5
RECORDS OF SURVEY, AT PAGE A7 THE
REQUEST OF THE COUNTY SURVEYOR.
No. 90015 - oi357aa-
11 r
FEE ' po
MONUMENT NOTES
FilFOUND 1 to IP W/TAG "LS 8508", DOWN 0.6' IN MONUMENT WELL PER CR2018-0279.
FOUND 3/4" IP W/TAG "LS 4146", DOWN 1.09, PER R1, ACCEPTED AS R/W EC OF OLD PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
0
FARRELL DRIVE. "r
F31FOUND2X2 NO ID FLUSH, NO REFERENCE, ACCEPTED AS INT--X OF RE -ALIGNED R/W BY: DEPUTY
OF FARRELL DRIVE AND N LINE PARCEL 1 OF PMB 83/62, REPLACED 2X2 WITH 1 it ID
IP WITH NAIL & TAG "PLS 4989"
F41 FOUND 3/4" IP NO ID, OPEN DOWN 0.5, PER R1, ACCEPTED AS THE SE COR PARCEL 1
OF PM 8779, AFFIXED TAG TO EXISTING MONUMENT "PLS 4989" , l_ LA
FOUND 3 4" IP W TAG "LS 4146" DOWN 0.6' PER A TE S SURVEYRS STATEMENT \'oF51 j / , R2, ACCEPTED A THE BC OF THE (�
WESTERLY RIGHT OF WAY RESEARCH DRIVE. 'AL
6 ❑ FOUND COPPERWELD STAMPED "LS 85089', FLUSH, PER CR 2018-0280 ACCEPTED AS THIS MAP CORRECTLY REPRESENTS A SURVEY O
� CHARLES R. HARRIS O
THE PI INTERSECTION AT RESEARCH DRIVE. MADE BY ME OR UNDER MY DIRECTION IN pL
F71FOUND 3/4" IP W/TAG "LS 4146", DOWN 0.3', PER R2, ACCEPTED AS POINT ON SOUTH CONFORMANCE WITH THE REQUIREMENTS OF THE
No. 4989
BOUNDARY OF PARCEL 1 OF PM 15814. PROFESSIONAL LAND SURVEYORS ACT, AT THE
8 FOUND 3/4" IP W/TAG IS 4146", DOWN 0.4', PER R2, ACCEPTED THE PCC OF THE REQUEST OF RICHFIELD VENTURES, INC, IN JULY
WESTERLY RIGHT OF WAY RESEARCH DRIVE.
2021.
F2] FOUND 3/4" IP W TAG "LS 4146", DOWN 0.6', PER R2 F0 ACCEPTED THE BC OF THE F CAI.
q0-� NORTHERLY RIGHT OF WAY COMPUTER WAY.
FOUND 3 4" I P W TAG "LS 850 " DOWN -4/9/4OZ-�
� / 8 N 0.6 IN MONUMENT WELL, P W L PER CR2018 0279
'r
ACCEPTED AS CENTERLINE INTERSECTION OF COMPUTER WAY AND RESEARCH DRIVE. CHARLES R. HARRIS P.L. . 4989
`�-'•• �� 11 FOUND 3/4" IP W/TAG IS 8508", DOWN 0.6', IN MONUMENT WELL, PER CR2018-0279,
ACCEPTED AS CENTERLINE INTERSECTION OF COMPUTER WAY AND RESEARCH DRIVE.
its �o FOUND 3/4" IP, NO ID, OPEN, BENT SWLY-MEASURED AT BEND DOWN 1.0', ACCEPTED
� 12
AS SW COR, NW 1/4 SE 1/4 SEC 12, REPLACED WITH GEAR SPIKE AND BRASS
�--�� WASHER "PLS 4989" FLUSH. � �A
0- � COUNTY SURVEYOR'S STATEMENT NP Na
-> > , n13 FOUND 1 IP W/TAG LS 8508 , DOWN 0.6 IN MONUMENT WELL, PER CR 2018-0279 4989
F
FOUND 1 1/4" 4" IP, OPEN, DOWN 0.8' IN MONUMENT WELL, PER R5, ACCEPTED AS � �. �C ��
14j
CENTERLINE EC. OF ORIGINAL FARRELL DRIVE, AFFIXED TAG TO EXISTING MONUMENT PLS THIS MAP HAS BEEN EXAMINED IN ACCORDANCE �' 4» WITH SECTION 8766 OF THE PROFESSIONAL o
CSC .
2 LAND S U RV 0 So ACT, THIS off, DAY No. 8488
OF y '20
4 d
�' a
DAVID L. McMILLAN P.L.S. 8488 of CA"
COUNTY SURVEYOR
s• N 62 33 11 W 19.56 ,27 R ?
(N 62'32'41" W 19.56')R3 z5.1� 107.49SURVEYOR'Sowe
k L-112.03')R2 NOTES
,243.51
10 0000",fig R
°0.c,• N 25.32114" W 0.76' �'21 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE
(N 25-31144" W 0.791)R3 OF RESEARCH DRIVE. TAKEN AS: N 28.22'32" W PER P.M.B. 83/62.
� O
� SFN A► DETAIL •'
SFN 0 INDICATES FOUND MONUMENT AS NOTED
NOT TO SCALIE
Q INDICATES SET 1 " I.P. W/TAG "P.L.S. 4989", FLUSH.
5 (-) INDICATES RECORD DATA
off- SFN SEARCHED FOUND NOTHING
__
vo INT-X INDICATES INTERSECTION
�cp.
e=28"08'42" o 6
R=201.46 rs \\ R1 INDICATES RECORD DATA PER P.M.B. 58/89.
L=98.96'(R2) �'o w
0") o N R2 INDICATES RECORD DATA PER P.M.B. 83/62.
0-89'58'19"
�� I c6 0
R=20.00'
N 0 O
L=31.41' o � R3 INDICATES RECORD DATA PER DOC. NO. 2000-363501 REC. 1
8 9/ 5/2000, 0. R.
A=90 00 00 a?
,_ R=2o.00,' on o R4 INDICATES RECORD DATA PER DOC. NO. 1998-138857, REC. 4/1 Q 1998, Q.R.
N 89 46 1 O E 201.55 R2 L=31.41 R2) 00 /
N 89 46 10 E 201.89 N
0
00 0 R5 INDICATES RECORD DATA PER P.M.B. 46/35.
•, 00
,0 (N 89-46$10" E 251.56')R2 9 11 z z
- w N 89.46'10" E 251.87' PURPOSE OF SURVEYSTATEMENT256.87 (256.56 )R2
0 10
COMPUTER WAY
GROUND SURVEY WORK WAS CONDUCTED ON 08/18/2021.
ESTABLISHED PARALLEL
WITH NORTHERLY R/W THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PARCEL DESCRIBED IN THE
PARCEL MERGER NO. 22-07-0900, GRANT DEED RECORDED 1 /11 /2023 AS DOC. NO.
0' 60' 120' 180' 240' 2023-00081979 O.R.
SCALE 1 "=60' RIV, CO. 21-221
J N. 2713
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