rs151_052ORUMENT NQT
IN THE CITY OF PALM DESERrfFD. COPPERWELD STAMPEDCOUNTY OF RIVERSIDE & STATE RCE 26401 FLUSH PER POF CALIFORNIA
, P.M..M. 202/86 88, ACCEPTED AS THE
NORTHWEST COR. OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 SEC. 16.
2❑ FD. COPPERWELD STAMPED "LS 5491 " FLUSH PER C -.
CORNER RECORD 2002 164, ACCEPTED RECORD OF SURVEY
AS THE C/L INT. JONI DRIVE AND VELIE WAY.
n3 SEARCHED FOUND NOTHING. RE-ESTABLISHED NORTHEAST OF A PORTION OF THE NE 114
COR. SEC. 16 PER FOUND TIES OF SECTION 16,9
SHOWN ON CORNER RECORD 2012-0298. TOWNSHIP 5 SOUTH, RANGE 6
EAST
p S. B. M.
F41 FD. COPPERWELD STAMPED "LS 5491 ", FLUSH PER CORNER RECORD 2002-163, ACCEPTED4D MSA CONSULTING,NJANUARY_C. AS C/L INT. JONI DRIVE AND JONI DRIV 2018
E.
❑5 SEARCHED FOUND NOTHING. ESTABLISHED C/L JONI DRIVE IVE HOLDING MONUMENT #4 AND
PARALLEL WITH THE SOUTHERLY LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4
SEC. 16 PER M.B. 88/11-12.
SFN-ESTAB.
6 FD. COPPERWELD " " PARALLEL WITH EAST
❑ ELD STAMPED RCE 264 _
01 FLUSH, PER P.M. 202/86 88, ACCEPTED AS THE LINE OF SEC. 16 AT •
'� � 8 to
SOUTHWEST COR. OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 COR SEC. 16. A RECORD DISTANCE °a'� '��Y o 0)
o �
OF 305' PER R1 ��'��, `�`� 3 0 M
7 FD. 3/4" I.P. FILLED W/GONG., NO TAG, UP 0.2', NO REFERENCE, FOUND
-- 1328.17 �' .-
S 44'20' E ----150.00 305.00' ----, � 0 9
0.43 FROM TRUE POSITION, NOT ACCEPTED AS COR. OF PARCEL 1 P.M. S 44 20 E 0.43 �- ��cs 150.00' o
,-�� �•s , 0 305.00
128/73-74. o ,� ,�
o �p 10.00 305.00' -- 10.00'
oar 1 � 'Q�,'
® FD. 3/4" I.P. W TAG "RCE 24176" FLU _
/ SH, PER CORNER RECORD 2004 01, ACCEPTED AS V- 7 N
SOUTHWEST COR. PARCEL 1 OF P.M. 128/73--74. •-- C/L INT. MERLE
DRIVE AND 10
F11 FD. GEAR SPIKE AND WASHER STAMP COOK STREET
ED "LS 8508", FLUSH, PER CORNER RECORD DETAIL •A• '08'p • .
DETAILDETAIL C DETAIL •
2012-0298, ACCEPTED AS THE SOUTHEAST COR. OF THE NORTHEAST 1 /4 OF THE NOT TO SCALE D
NORTHEAST 1/4 COR. SEC. 16.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
10 FD. GEAR SPIKE AND WASHER STAMPED "LS 8508" FLUSH, PER CORNER RECORD
2012-0298, ACCEPTED AS C/L INT. COOK STREET AND MERLE DRIVE. NO EVIDENCE OF SEE DETAIL `139--
ANY ADDITIONAL MONUMENTATION IN THE AREA.
ABOVE �
3
Adlbk AVENUE 42 10
N 89'50025" E 1328.17'
NW COR. OF 2 N 89'47'20" '
� �� E 1327.05 R1 � � 1
N 89047'51 E 1328.15 R2 16115 /
THE NE 1/4 OFSURVEYORS STATEMENT
THE NE 1/4 VELIE WAY
J
,..,�,,, GROUND SURVEY WORK WAS CONDUCTED ON AUGUST 28,
I O 2017.0
cr o") w
w
THE PURPOS
c ao `" -- E OF THIS v --
SURVEY I S TO ESTABLISH THE Z � �
LINE ESTAB. 0000 � 3 BOUNDARY -
PARALLEL WITH 00 �: OF INST. NO. 351235 REC. 09/ 18/ 1992, i �: o 0
00
THE S'LY LINE OF �,o _ O.R. AND THE BOUNDARY OF INST. NO. 351238 REC• IN rn )00
THE NE 1/4 OF fir,0 � e 9 29,57 09/18/1992j,O.R. FOR THE ^2�`�
00 R--98.00 PREPARATION OF AN
THE NE 1/4 - 0 L=16.25' ALTA NSPS SURVEY. NO MONUMENT
bo •..� / S WERE SET. o
I (N 89'49901 " E 0z e=09'51'06" rn
SFN ESP PER R1 168:60') R1 v R=98.00' N 89'48'38" E 1116.4 `
1 R2 w
N N 89 52 22 E L=16.85') R 1 N 89'49'01 " E 1115.71" R1 �' 5
168.19 N 89'52'22" E 1116.36'
0` cr cr
^� N � N 80'01' 16"" E 41.38' , 1038 03' N
r0 U-) in 6 #� C (N 79 57 55 E 41.38) R1 (1037.43') R1 JONI DRIVE �- SFN 78.3 �" w _ w
6 c6 c4 ,�j� 1 4 SFN � (78.28")
�R1 (00000
C14
^` NN OO
NNNN ,
SFN ESTAB. AT - 919.39 - � N N N
�• ,� w INT -X OF ELY �- SFN a-09 51 06 (918.78) R1 SFN SFN ro ro t
w _ � I
� -w I �
LINE LOT R--100.00 I
Q 33 dt I w
1 � r� �^ � ESTAB. C/L OF JONI DRIVE HOLDING � u,, u,
p, c0 00 , SLY R/W LINE 0 17.19
O O N to • r � I MONUMENT #4 AND PARALLEL WITH w w
i N_
I w w w w
JONI DRIVE q� cv d=09 51
"�0 06 I
M co coy-. �, ,) ( e THE SLY LINE OF THE NE 1 /4 OF `�° "'
• b b o �' 0 33 OCS cv N R=100.00 i THE NE 1 4 PER M.B. 88 11-1 b 55' 0-- o too co� / / 2'�'� ( oo 0
!1` o o '�` �-�, L--17.19 R 1 I
Z Z 00 �... 34 35 , 37 38 � O c)000o .
N LINE ESTAB. I 36 39 40 �, 41 42 D� z o O O
I
I
s '� i
PERPENDlCULR TO cor- Z z z z
S'LY LINE M.B. �cn
I 4 w
I
I w
I
I I
w �
88/11-12 PER R1 4LO
bb Q 0�.,r
o
I
I
I
_ I
SFN ESP PER R 1 Z O • n •d. �` ca 6� w
SEE DETAIL A• `� Q ' "'
SFN-ESTAB. AT RECORD � n W
' Z I 7
DISTANCEI ,
PER INST. 257. I w
62 R1 I
257.6 ' (65.52) R1 ABOVE / SFN m
X1'4. 34$Q�' REC. 765.3 �...
03/17/1976t O.R. 200.00 615.63 W'LY LIN d- � � •
N 89'52' E OF THE ELY 150.00 / � N 89 52 22 E 305.00
I 57.67 22 E 1023.30 150.00 R 1 &R�4 N '
I w (N 89 49 01 E 1023.14 R 1 455 OF THE NE 1 /4 w ( ) / ( 89 49 01 E 305.00) R 1
)
ELY LINE OF THE W LY �w w w w O
$w ,.CVWD WELL SITE • INST. N0. 351235 ° N o 0 04
O INST. N0. 34807 • 200 OF THE NE 1/4 w „� 0 0 INST. NO. 351238 0 0,� o �,.,
oa. o C:' o o REC. 09/ 18/ 1992, O.R.- o . 0w o 43 0
REG. 03/17/1976t 0 d* OF THE NE 1 /4 ,.�� (o REC. 09/18/1992, o • to
w 0 cj „d. 0 0 0
b
Qgio Y)
SH 1 OF 1 SHEE"
RECORDER'S STATEMENT
FILED THIS 13th, DAY OF;Djej_jAbjA, 20
AT __5 ID M. v IN BOOK IS OF
RECORDS OF SURVEY, AT PAGE 662-1 AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. c2oIf-04gy$$rA
.._
FEE I Q, 00
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: U 1, . ,�yt � DEPUTY
� SURVEYOR'S STATEMENT
SE COR. OF
THE NE 1/4 OF THIS MAP CORRECTLY REPRESENTS A SURVEY l d,�,_
THE NE 1/4 MADE BY ME OR UNDER MY DIRECTION IN "rU
CONFORMANCE WITH THE REQUIREMENTS OF THE �
PROFESSIONAL LAND SURVEYORS ACT, AT THE
� REQUEST OF THE PALM DESERT SELF STORAGE � R. HAMS
. GROUP, LLC, IN OCTOBER OF 2017.
No. 4989
DATE: Q V. Z $ ZO f g
OF c
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S STATEMENT
S��Np,L LANA SG
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT, THIS I I DAY � � l �
OF � � C 20'/ � . a � No. 8488 ZZ
Exp. 12/31/18
doll
DAVID L. McM
ILLAN P.L.S. 8488 �
COUNTY SURVEYOR EXP. 12/31/2018 F OF CA`�FO
COUNTY SURVEYOR'S STATEMENT
LO U.K. r Ov ui r V.K. � �-",� I
0 10 ROAD ESMT. PER S'LY LINE OF THE �� '-I 8 �o�-�
6 `� z � INST. N0. 225529. � NE 1 /4 OF THE NE 1 /4 �'� z i Z o
- - - - - - 200.00 REC. 12/29/1982. O.R. 673.30 150.00' � �Z 305305.001&R4 � 9
------- - -----------0 -�------- ---150.00'-- --y-----------I10.00'
MERLE DRIVE �o � � 150.00') R4 \-�/ �N 89'49'13" E 455.00') R4* �, 0.00') R2
'� N 89'52 22 E 1328.30
SW CORTHE NE. OF N" E 1328.28') R1 FN-
/ Q W89*49'01
\THE NE1/4 1/4 OF �N 89'49'01" E 1328.11') R2 cc� SEE DETAIL �C� ` 10
� W �IC6, I I I I � � W ,ABOVE SEE DETAIL ••
U. IX
0' 100' 200' 300' 400'
SCALE 1 "=100'
CURVE
DATA
N0. DELTA
RADIUS LENGTH
C1 63'5121
98.00' 109.22
63' 19 18
98.00 108.31 R11
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF
RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS
RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE
SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF
TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE
460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
DAVI McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP. 12/31/2018
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EASTERLY LINE OF THE
NORTHEAST QUARTER (1/4) OF SECTION 16, TOWNSHIP 5 SOUTH, RANGE 6
EAST, S.B.M., AS SHOWN ON CORNER RECORD 2012-0298.
TAKEN AS: N 00'05'52" E
� INDICATES FOUND MONUMENT AS NOTED.
■ INDICATES FOUND NAIL AND TAG "LS 4146", FL IN TOP OF CURB,
PER CORNER RECORD 2012-0298.
(-)R1 INDICATES RECORD DATA PER M.B. 88/11-12.
(-)R2 INDICATES RECORD DATA PER P.M. 162/11-12.
(-)R3 INDICATES RECORD DATA PER CORNER RECORD 2012-0298.
(-)R4 INDICATES RECORD DATA PER GRANT DEED RECORDED 09/18/1992
AS INST. N0. 351238, OFFICIAL RECORDS.
� INDICATES CENTERLINE.
(R) INDICATES RADIAL BEARING.
SFN INDICATES SEARCHED FOUND NOTHING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
* INDICATES RECORD DISTANCE BY ADDITION OR SUBTRACTION.
RIV* CO. 18-096 J.N. 2176