rs162_007-010or�g�,naP
ao2
COUNTY SURVEYOR'S NOTE
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. THE PARCEL(S) SHOWN ON THIS
SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT
BE BUILDABLE PARCEL(S).
DAV1D MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
F
0
GRAPHIC SCALE
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
nN" ffva L. P-.v- -j"w C uff` %a R" & Dw_ w & 0 Irl- 1, S UR VE Y
BEING A SURVEY OF PORTIONS OF SECTION 28 AND 29
TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.B.&M.
LAND SFEIRO ENGINEERING, INC. November, 2021
<< o
* No. $488 BASIS OF BEARINGS:
s� �Q BASIS OF BEARINGS IS THE WEST LINE OF SW QUARTER OF SECTION
9TF p�� OF C29 BEING NOO' 12'47"W PER RECORD OF SURVEY 150173-74.
ALIF l
500 0 250 500 1000 FD. 1' IP Wj TAG STAMPED bN HWY', ON.
a6' PER MON. MAP RN. CO. FILE
2041728-729 & PMB 13131 & PMB
193129. ACCEPTED AS N 114 COR SEC. 29
( IN FEET )
1 inch = 500 ft.
INTERSTATE 10
(S89'59' 14 "E 2655.11 'j
_ S89'59'50"E 2654.62
CUR
V
OQ' /
N LO
V V
/ FD. REEAR W/ CAP STAMPED 'PLS 0
7071, ON. 0.5' (NO REF.) IN LIEU '6 SEE E
°k1 OF FD I' IP PER PUS 193/29. N 2
) �� ACCEPTED AS 1/16 COR. N�� 'Dc--/----------- �'- ,tee ,
tlk b4 N89'59 23 "W
k� �� / I 3 ,� (N89'59'55"W
/ I
M. 1' IP W/ ILLEGIBLE PLUG, Cl o ® ((� MM 5� �j
DN. 0.2. PER RS 150173-74 I I z SEE � E S H � � 11 2/-
ACCEPTED AS f INTERSECTION
i
L—
FD. t' IP Wj PLUG STAMPED
1S 67991, FLUSH. PER PMB
193128-29. ACCEPTED AS
PARCEL CORNER
2653.20'
,
i-I
2g 2o
12653.56 ] FD. 3/4' IP Wj PLUG
STAMPED IRCE 24176 , ON.
02. NO REFERENCE
IACCEPTED AS PARCEL CORNER
E✓ I / I / "* DOC #2020-0309992
C6 KN RECORDED 7-15-2020 &
FD. t" ►P w/ CAL DN. WY DOC #2021-0142495
k�l l / E 3-5-2021
TAG, ON. 1.0. PER PMB ti & / RECORDED
13/31. ACCEPTED . � 1/COR29 / / 19, 768, 023 sq. ft. (453.81 AC)
I � I
/
I
(1325.83') -�� _ / (1325.83) _—� S89'59'05"W 2651.77' —
N89'59'54"E 2651.97' / n
(N89'58'29 "E 2651.66) /
/ ((((N89'59'42 E 2651.50 )))) FD. t' 1P W/ PLUG STAMPED
\ / 1S 7627' FLUSH, No REF
/ ACCEPTID AS CEN,. SEC. 29 j
*SEE DETAIL_
THIS SHEET
/
FD 3/4' IP Wj PLUG STAMPED
�I \�
N
z \ \
N dm \
0 0 \
I \ \
FD. USCLO BRASS DISK, DU
1.5' PER RS 150j74 \
O ACCEPTED SEC71ON CORNER \\
�— — N895542 E 2646.85' �\
2098.23' \ 548.62'
C'1TCE
24176, FLUSH. PER PMB-
\
164j36-37 & PM8 218/97-98
\
IZ
o \
0
\
FD. 1 IP Wj PLUG STAMPED 'SCE
232561, FLUSH PER PMB -
164/36-37. ACCEPTED AS SW 1116
COR. SEC. 28 PER FMB 164/36-37.
N \v
FD. t' I.P., RUSTED & \
FD. REBAR W/ PLUIG STAMPED
BROKEN, DNI.0, REPLACED
1S 7037, FLUSSH, NO REF.,
W/1' I.P. TAGGED 2S 4075'
ON 0.2. ACCEPTEDS AS S114
COR S€C 29 i
ACCEPTED AS PARCEL CORNETT
N895646 "E
1325.08'
2649.02'
FD. 1' IP Wj ILLEGIBLE TAG, M.
1.25' ACCEPTED IN POSITUN AS
SECTION CORNER SHOWN ON RS
122130. NO EVIDENCE OF CW AT
SURFACE PER RS 122 30. —
50'
FD. 3/4" IP W/ PLUG STAMPED
IRCE 24176, FLUSH. PER PMB
164/36-37 & PMB 218/97-98
FD. SPIKE IN 2' IP, ON. 0.2: NO
RETf12"ENCE: ACCEPTED AS W. 1/4
— CORNER OF SEC17ON 28
I
II
II
Ij
I r^---
II
III
II DETAIL
II NOT TO SCALE
it
I�
FD. SPIKE IN 2' IP, ON. 0.2. NO
REFERENCE. ACCEPTED AS W. 114
CORNER OF SEC17ON 28
JIS89'49'41 E I320.85'}}
((S89'49'41 "E 1320.82 ]]
47th
AVENUE
S89'49'4T E 1320.82'}
-
I
— _
-[(681.41)]' �i� 1639.4i'}
(
—
FD. 1' tP Wj TAG STAMPED 1S
(
I
4146 , ON 0.8. PER RS 77121,
C�,
PM8 164/36-37 & PMB
I
— — ��� ��i I
(
218/97-98. AS NE 1116 COR,
II
\ —
I
SEC. 28
��------I
IN
N N I
I I Q ��LO
N
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il
I Q I /�SNF
I681.36'} /` €639.36'}
I
i
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1323.94'
I M. CW STAMPED 'LS 6298' FLUSH NO
REFERENCE ACCEPTED AS SEC COR IN LIEU
OF 2' GLO CAP PER PMB 164/36-37.
S89'53'25 "E 1321.8.5
— — — — — — — — — — — --
IN89'57'14'W 1320.72'1
�
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o
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w
= o
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o116 or,
N89'57'10"W
=w
N
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N89'57' 10 "W 1022.11
IN89'55'13'W 1320.62
48th AVENUE
300.300 HOC 09�Q6/
(DEED)
Lu
I�
FD. 1' IP W/ PLUG STAMPED IRCE 23256',
DN. 0.5: NO REFERENCEACCEPTED AS SE
V16 COR. SEC. 28 PER PUS 164136-37.
SHEET I OF 4 SHEET
RECORDER'S STATEMENT 1
FILED THIS A a rd DAY OF ty 0 `% 2023,
A.M.
AT'):C&. IN BOOK 1(02- OF
RECORDS OF SURVEY AT PAGE - I 0 AT THE REQUEST
OF THE COUNTY SURVEYOR.
NO. AOA?) — 0350 -702
FEE `f' 15- Od
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY 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 C & J
DESERT PROPERTIES, LLC & CAMP COURT, LLC ON NOVEMBER, 2021.
D.
\,AND SUS`
v�"IZ, FF �Fs
0
No. 4075
Exp.12/31/2023
J� �P
qTF OF CAt�Fp�
STATEMENT OF PURPOSE:
JAMES D. FEIRO
d 4/ 6- Z3
L 4075 DATE
THIS PURPOSE OF THIS SURVEY WAS TO SHOW THE RESULTS OF A FIELD SURVEY
PREFORMED FOR THE OWNER C & J DESERT PROPERTIES & CAMP COURT, LLC SHOWING
THEIR OWNERSHIP FOR MONUMENTATION PURPOSES BY FEIRO ENGINEERING, INC & PLS
7627 DURING NOVEMBER 2021. DUE TO THE DEATH OF PLS 7627, FEIRO ENGINEERING,
INC. & LS 4075 ARE COMPLEATING THE FILLING OF THE MAP AND ACCEPTING THE
MONUMENTA SET DURING THE ORIGINAL SURVEY BY FLS 7627 DURING NOVEMBER 2021.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS a 0 , DAY OF Iye V .2023.
EXPIRATION DATE 1213112024
\'AN M
IL
No. 8488
��9TF OF CUFp¢ \ A
SURVEYOR'S NOTES:
O - INDICATES SET I" IP w/ TAG STAMPED "LS 4075", FLUSH UNLESS OTHERWISE NOTED.
0 - INDICATES FD 1 " IP w/ PLUG STAMPED "LS 7627", FLUSH, NO REFERENCE, ACCEPTED
AS PARCEL CORNER, UNLESS OTHERWISE NOTED.
® - INDICATES FD COPPERWELD STAMPED "LS 6799", FLUSH, PER PMB 193128-29, ACCEPTED
AS CENTERLINE MONUMENT, UNLESS OTHERWISE NOTED.
0 - INDICATES FOUND MONUMENT AS NOTED.
() - INDICATES INFORMATION PER R.S. 150173-74
(] - INDICATES INFORMATION PER PARCEL MAP 23452, PMB 193128-29
I I - INDICATES INFORMATION PER PARCEL MAP 24899, PMB 164136-37
(( ]] - INDICATES INFORMATION PER PARCEL MAP 33631, PMB 218197-97
€{ }} - INDICATES INFORMATION PER R.S. 77121
((( ))) - INDICATES INFORMATION PER R.S. 122130
[CAL1] - INDICATES INFORMATION PER CAL TRANS MONUMENTATION MAP FILE
NO. 204-729. SHEETS 14 & 15, DATED 5-21-1973.
[CAL2] - INDICATES INFORMATION PER CAL TRANS MONUMENTATION MAP FILE
NO. 205-221. SHEETS 14 & 15, DATED 6-28-1995.
- INDICATES INFORMATION PER PARCEL MAP, PMB 4187
(((( )))) - INDICATES INFORMATION PER PARCEL MAP 16, PM8 13131
JOB # 1561-013
Riv. Co. ROS 22-002
originaP
2,oa3- 0350702
1��
SURVEYOR'S NOTES:
O - INDICATES SET I- IP w/ TAG STAMPED "LS 4075", FLUSH UNLESS OTHERWISE NOTED.
® - INDICATES FD 1- IP w/ PLUG STAMPED "LS 7627", FLUSH, NO REFERENCE, ACCEPTED
AS PARCEL CORNER, UNLESS OTHERWISE NOTED.
® - INDICATES FD COPPERWELD STAMPED "LS 6799", FLUSH, PER PMB 193128-29, ACCEPTED
AS CENTERLINE MONUMENT, UNLESS OTHERWISE NOTED.
0 - INDICATES FOUND MONUMENT AS NOTED.
() - INDICATES INFORMATION PER R.S. 150173-74
(] - INDICATES INFORMATION PER PARCEL MAP 28452, PMB 193128-29
j - INDICATES INFORMATION PER PARCEL MAP 24899, PMB 164136-37
(( ]] - INDICATES INFORMATION PER PARCEL MAP 33631, PMB 218197-97
�� JJ - INDICATES INFORMATION PER R.S. 77121
((( ))) - INDICATES INFORMATION PER R.S. 122130
[CAL 1] - INDICATES INFORMATION PER CAL TRANS MONUMENTATION MAP FILE
NO. 204-729. SHEETS 14 & 15, DATED 5-21-1973.
[CAL2] - INDICATES INFORMATION PER CAL TRANS MONUMENTATION MAP FILE
NO. 205-221. SHEETS 14 & 15, DATED 6-28-1995.
- INDICATES INFORMATION PER PARCEL MAP, PMB 4187
(((( )))) - INDICATES INFORMATION PER PARCEL MAP 16, PMB 13131
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
A'c 0 R D OF S UR "v""JIT, Y
BEING A SURVEY OF PORTIONS OF SECTION 18 AND 29,
TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.B.&M.
FEIRO ENGINEERING, INC. November, 2021
FD. 1' IP W/ ILLEGIBLE PLUG, FLUSH.
PER PMB 193/28-29. ACCETTED AS
CENTERLINE 0 V16 SECTION LINE
FD i' IP W/ TAG STAMPED roN HWY-,, DAL INTERSTATE 10 ''
(S89"59 14'E 2655.11
0.6' PER MON. MAP RN. CO. FILE S89'59'50 "E 2654.62
2041728-729 & PMB 13/31 & PMB _
193/28-29. ACCEPTED AS N 1/4 COR. 1 ECG. - -- 1337.73'
I Nl ,
FD. 1 IP W/ ILLEGIBLE PLUG, FLUSH.I a; A
PER PMB 193/28-29. ACCEPTED AS N v�5 f'►—
CENTERUNE 0 1/4 SECTON UN7
I •-��
s �l
/ PARCEL o
PARCEL
PARCEL 2CX
16
`� I
MOP
E�
/ POr pM6 13/31 CL
N89'59'21 "E 592.18'
((((N89'59'42'E)))) PARCEL
FD. 9W W/ CAP STAMPED -PL.S 4
70371, ON. 0.5' (NO REF) IN UEU ^ ^0 28452 FE SUE 4
p. of FD 1 IP PER PMB PARCEL
-29. � a e� Map 5,29 I o
ACCEPTED As PARCEL COR `r' � � C Z `�
PrMe�g� oz
a 6®3' 102 ,00 2
�
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ApN .
L
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®
110 / S895954 "W — ---1269.33 _
•h�ti`LtiF.-----T-------— — — — — — — —
-.003/
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sus N /
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TQ�/dss
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co
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�.�• � I ,.co
037 /
603' 102
A=71'4839"
R=30.00' I
L=37.60' A=74'37'03"
" •--- R=30.00' /
S11'3200 ��/ 3'102'021 i / I o
----- L=39.07
APN ; 60 I / /
r Z
ado I /
/
M. i'IPW/MW.. W.
TAG DN. 1.0. PER PMB
13/31. ACCEPTED AS W 1/4
COR SEC. 29
cs� A=60 32 55 ( /
S167.0'00"E � z L=42.08' I // 102'038
(S 1320 12 "E �,, <" Jcv , l I / 603'
ApN
67.09CAL2] •
oo, Al 02� 0� ,01� I /
603,102,7� SOO'01 ' 11 "W — 32.02' I /
— — ——N89'5954 "E _1709.74'
SEE ,HEET3
FD 1' IP W/ PLUG STA
1S 7627' FLUSH. NO
ACCEPTED AS CENTER SE
FD. REBAR W/ CAP STAMPED IPLS
7037 , ON. 0.5' (NO REF) IN UEU
OF FD i' IP PER PMB 193129.
ACCEPTED AS V16 COR
N89'59'23"W
(N89'59'55 "W
DOC #2020-0309992
RECORDED 7-15-2020 &
DOC #2021-0142495
RECORDED 3-5-2021
19,768,023 sq. ft. (453.81 AC)
FD. 1' IP W/ PLUG STAMPED IS
6799 , FLUSH. PER PMB 193/28-29.
ACCEPTED AS PARCEL CORNER
1337.70'
1337.91 ']
®3'102'010
ApN;6
SHEET 2 OF 4 SHEET
FD. 1' IP W/ ILLEGIBLE TAG, ON
1.25' ACCEPTED IN POSITION AS
SEC71ON CORNER SHOWN ON RS
122/30. NO EVIDENCE OF CW AT
SURFACE PER RS 122130.
o) 0
— 1316.89'
A=9'28'24" g
R=2450.06'
L=405.10'
,2,250E
F N c6
ZZ-
3'102'027
60
ApN
1 mop
PaPMce 4/81
LO
LO
LO
603
'z
N
PARCEL 1
o
2
j j jN89'58'W — 398.54'111
N89'5848 "W 398.59'
zW .�^+..
Lo
raj NOS
o ^ PARCEL 2_
cn o �.-
Lo
jjj397.66'j jI
— — — — — — — — — — — — — — — — —
S89'59'23 "E 452.72'
jjjS89'58'Ejjj
S89'59'05 "W 1 2651.77' _ —
03,102'018
APN6
FD SPIKE IN 2' IP, ON. 0.2: NO
REFERENCE ACCEPTED AS E. 1/4
CORNER OF SECTION 29
AVENUE 47
i
i
7
Q
N
O
0
co
FD. J' IP W/ PLUG STAMPED
IRCE 24176, ON. 02. NO
REFERENCE. ACCEPTED AS
PARCEL CORNER
E HEET1
GRAPHIC SCALE
/ 250 0 125 250 500
l
( IN FEET )
F 1 inch = 250 ft.
a
JOB # 1561-013
RIV. CO. ROS 22-002
SURVEY NOTES:
SEE SHEET 2 OR 3
SEE SHEET 2
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
REE70-'RD OF SURVEY
BEING A SURVEY OF PORTIONS OF SECTION 28 AND 29
TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.B.&M.
FEIRO ENGINEERING, INC.
I � r
016
603,iio
\ oo_
l�
\ 2
\ i O
\ c> z
n FD. uSGLo BRASS DISK STAMPED \ \
V5 PER RS 11550/74 ACC 1EFO `
SECRON CORNER `
2098.23' \
�-
S89'S5'42"W 2646.85' \
31 32 `
I \
\
JOB # 1561-013
November, 2021
on CO
aoa3 - 0350102
SHEET 3 OF 4 SHEET
\''-------"'-------------- 50�
i \ L--
7
NI
C C ; WI
I I
`01' \ DOC #2020-0309992
. I110 \\ RECORDED 7-15-2020 &
603
aP� i DOC #2021-0142495
\ RECORDED 3-5-2021
I I
\ 19,768,023 sq. ft. (453.81 AC) 3�110,018 I
60 I I
FD 1' IP W/ PLUG STAMPED IRCE
23256, FLUSH PER PM8 164/36-37.
ACCEPTED AS SW V16 COR SEC.
28 PER PA18 164/36-37.
\ l�l 1111 I1
III
� I
� I
1
NNIII
I
\ oolll
® Q) I
\\ I I
I
FD. 1' LP., RUSTED & BROKEN, ON 1.0: \ FD. REM W/PLUG STAMPED
REPLACED W/1' I.P. TAGGED IS 4075, DN 1S 7037', FLUSH, NO REF.,
0.2. ACCEPTED AS S114 COR., SEC 29 I ACCEPTED AS PARCEL CORNER
548.62' N89'5646"E 2649.02' c�J
1325.08' 1323.94'
32 I 33
II FD. CW STAMPED IS 6298'
FLUSH NO REFEREYM ACCEPTED
I I AS SEC. COR IN LIEU OF 2' GLO
GIP PER P11B 164/36-37.
GRAPHIC SCALE
44 250 0 125 250 500
2
( IN FEET )
1 inch = 250 ft. RIV. CO. ROS 22-002
JOB
FD. 1' IP W/ TAG STAMP® bN HWY,, ON. 0.6'
PUB 1 N. 1&PU Co1n28LE-2290. A 2CCEPTEO AS) INTERSTATE
N 114 CDR. SEC. 29 HIGHWAY 10
FD. 1' IP W/ ILLEGIBLE PLUG
FLUSH. PER PUB 193128-29.
ACCEPTED AS CENUUNE 0
114 SECTION UNE
/
/
i
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\
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ce\
Q d�
FD. REEAR W/ CAP STAMPED 'PLS
7037 , DN. 0.5' (NO REF) IN LIEU
OF FD 1' F PER PUB 193/28-29.
ACCEPTED AS PARCEL COR
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6
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C&J DESERT
PROPERTIES, LLC j
APN : 603-102-037
1561-013
p A=0T13'22"
/ R=2436.06'
L=307.09'
Id=07'13'33"]
[R=2436.06']
[L=307.22']
IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
'D
RECOR-w OF SURVEY
BEING A SURVEY OF PORTIONS OF SECTION 28 AND 29
TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.B.&AI. _ _
FEIRO ENGINEERING, INC. November, 720il
�d=13'4859" [d=13*49'00 "]
FD. COPPERWELD STAMPED 1S 6799, FLUSH. PER PUB FD. 1' IP, OPEN, (LUSH. PER ��, „Oy
193f28-29. ACCEPTED AS CEMERUNE INIERSECTION ,�� ;�1 PUB 193/28-29. ACCEPTED R=2700.06' [R=2700.06']
AS CEMERUNE PCC L=651.09' jL=651.11']
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STA
pst6.27'13 V� DES SU
R,2480.p6 A _
Lot- - -
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0
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N N
PARCEL 1 co Lo
0 0
2.017 ACRES [2.018 ACRES] o
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15' SANITARY SEWER EASEMENT
PER PUB 193128-29
90' (290.00']
L1289.87'
N
N N
04
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N N
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L=12.49
N006'03"W3
I--__ [NO'05'46"W 44.427
-L=_12_551_-----------------
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d=06'14'19" 1
d=06'50'23"
R=2656.06' oco����
R=2656.06'
O �
R=2436.06' hh'i�4�, I N ; i-�� ~ " " ?o�� [d=06'50'28"] •h1�rfi1
4 I q' '� `' N z Id =06' 14 28 ] O (R=2656.06'] 1p/l "�
L=330.86 " Z /N y, C0 36 36 vs n (R=2656.06'] �_ h
(d =0T47 04) L �,b �` i` A o (L=289.32'] [L=317. f 3 ] �01
(R=2436.06') ry w v a
(L=330.97')
�I
PARCEL 2
3.122 ACRES [3.123 ACRES]
[350.00']
350.00'
N89'53'57"E 639.87'
[N89'54' 14 "E 640.00']
PARCEL 4
6.429 ACRES [6.433 ACRES]
O O
wa
ao
w
M
O
o
�
M
M a.
t
3
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O
O
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PARCEL 3
Z
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3.105 ACRES [3.106 ACRES]
90,
90'
N89'53'57"E 310.00,
I
(N89'54'14"E 310.00'1
r,
M
O
L�
a
3
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;r
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[d=17'17'24"] A=17'17'38"
[R= I DO. DO] R=100.00' I d =17' 17'10" Id =17' 1724 "]
(L=30. 187 L=30.18' R=100.00' [R= I DO. DO]
L=30.17' (L=30.18'1
N17'11'35"E - 49,98'
[N17'11'38"E - 50.00'] N17'23'13"W - 50.02'
Id =36' 16'22 "] d=35'57'30" (N 17'23' f 0 "W - 50.00']
[R=58.00'] R=58.00'
[L=36.72'] L=36.40' i
4�
N89'53'57"E 620.92' >> l� ®=178'37' 18"
[N89'54'14"E 621.15'] �E�RI R=58.00'
N71' 1 a 05 L=180.82'
CN70 5516 id =178' 18'26 "]
(R=58.00']
[L=180.50']
FD. REBAR W/ CAP STAMPED 'PLS
70371, DN. 0.5' (NO REF) IN UEU
OF FD 1' IP PER PMB 193/29.
ACCEPTED AS V16 COR
C&J DESERT N89'5923"W 1337.70'
[N89'59'55 "W 1337.9 1']
PROPERTIES, LLC
APN : 603-102-010
REMAINDER
18.347 ACRES [18.350 ACRES]
FD. 1' IP W/ ILLEGI&E PLUG,
/- FLUSH. PER PUB 193128-29.
ACCEPTED AS CENTERUNE 0
V16 SECTION LINE
t37.40 I
(jN
I� J O
ck: N
� Uj o
La.1
ono
cx� CL
a Q
onginc4
aoa3- 0350102
SHEET 4. OF 4 SHEET
F
0
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
SURVEYOR'S NOTES:
O - INDICATES SET I" IP w/ TAG STAMPED "LS 4075", FLUSH UNLESS OTHERWISE NOTED.
® - INDICATES FD 1" 1P w/ PLUG STAMPED "LS 7627", FLUSH, NO REFERENCE, ACCEPTED
AS PARCEL CORNER, UNLESS OTHERWISE NOTED.
® - INDICATES FD COPPERWELD STAMPED "LS 6799", FLUSH, PER PMB 193128-29, ACCEPTED
AS CENTERLINE MONUMENT, UNLESS OTHERWISE NOTED.
0 - INDICATES FOUND MONUMENT AS NOTED.
O - INDICATES INFORMATION PER R.S. 150173-74
j ] - INDICATES INFORMATION PER PARCEL MAP 2845Z PMB 193128-29
€ - INDICATES INFORMATION PER PARCEL MAP 24899, PMB 164136-37
(( ]] - INDICATES INFORMATION PER PARCEL MAP 33631, PMB 218197-97
- INDICATES INFORMATION PER R.S. 77121
((( ))) - INDICATES INFORMATION PER R.S. 122130
[CAL1] - INDICATES INFORMATION PER CAL TRANS MONUMENTATION MAP FILE
NO. 204-729. SHEETS 14 & 15, DATED 5-21-1973.
[CAL2] - INDICATES INFORMATION PER CAL TRANS MONUMENTATION MAP FILE
NO. 205-221. SHEETS 14 & 15, DATED 6-28-1995.
- INDICATES INFORMATION PER PARCEL MAP, PMB 4187
(((( )))) - INDICATES INFORMATION PER PARCEL MAP 16, PMB 13131
FD. 1' IP W/ PLUG STAMPED
�IS 6799 , FLUSH. PER PUB
193/28-29. ACCEPTED AS
PARCEL CORNER
C&J DESERT
PROPERTIES, LLC
APN : 603-102-018
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RIV. CO. ROS 22-002 1