rs162_021-022ZOZ.3 -03- 16 3/
UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE STATE OF CALIFORNIA
IN THE POINT T1382 SHEET 1 OF 2FD. NGS BRASS DISK STAMPED
"T1382 1986" ON TOP 6'x4'
BOULDER PER R.S. 70/37.9 RECORDER'S STATEMENT
REC-ORD OF SURVEY FLUSH ON TOP OF
RI
SMALL RIDGE FILED THIS ZZ:.,ndDAY OF20239 ATILILPM. IN BOOK L bZ OF RECORDS OF SURVEY,
AT PAGE Zl•-ZZ, AT THE REQUEST OF THE COUNTY SURVEYOR.
PORTION OF SECTION 19 T7S, R5E S.B.M. NORTHING = 2165109.03'
CALTRANS DIST.8 APRIL 2016
N89°51'57"W 59264.08'
29632.04' (2,632.59') -�
------------------------------------------
° N89054'02"W I
N89 47 00 W 2033.35' 2033.83')
(
598.67'
FD. 2 1/2" DEPT OF INTERIOR
BRASS DISK STAMPED "T6S R5E ESTABLISHED BY
S351S36/T7S 1972 CADASTRAL PRORATION
M
SURVEY" B. OF L. MANAG'T PER RS 70/37
PER RS 70/37 5,85 �11
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FD. 8x4x6 EXPOSED PORTION OF GRANITE o
STONE W/NAIL CLOSING CORNER SECTIONS
Z
1&2 PER RS 70/37
(NB9°57'20"W 59275.63')
/ '
/
/
/
T.7S. R.5E*"
/
sw 1/4
N FD.14"X10" GRANITE BOULDER
o W/CHISLED HOLE PER RS70/37
o ALSO FITS THE REMAINING TIE / SEE DETAIL A
o FOR W 1 /4 COR. SEC. 1 , PER SHEET 2
° RIV. CO. GOVT. F.B. 60 P.30--
z DN. 1.0'
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z /' W/NAIL IN TOP, IN ROCK MOUND. �`!ti
/ SW CORNER SEC.1 T.7S., R.5E.,S.B.M.
2 1 PER RIV. CO. GOVT. F.B. 60, P.29., UP 0.5' �pJ
/
757.4;
/'TIE 1 ,858.52' (1 ,857.81')
L20 S89° 53'43"W 2,615.95'
(S89052'00"W 2,617.04')
11 12 431.12'
SECTION LINE (432.101
to U) o
ul) (D�
Ln w
EASTING = 6510005.20' FEE k2L2 �o
PETER ALDANAv ASSESSOR -COUNTY CLERK -RECORDER
(N89054'08"E 5,265.19') /' BY: 1�/Yh�'
_ 29632.04' (2,632.60') ,DEPUTY
�- -------------- 2657.12' (2657.51') ----- o 52`W
2.57' � "
-\ 2058.44'
FD. 2 1 /2" DEPT OF INTERIOR
BRASS DISK STAMPED "T6S R5E
1/4 S36 /T7S 1972 CADASTRAL
SURVEY" PER RS 70/37
N 1/4 CORNER /
SECTION 1
/
/
/
/
rn /
N /
/ SFN POSITION OF
E 114 SEC 1
SECTION 1
/
(2,648.49')
ti
S.B.M.
w
v
v
v
w EAST LINE SW1 /4 SEC. 1
M r-
w N
N
0
z
j- (N89°57'17"E 149.45')
rn
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LINE DATA TABLE
NO.
BEARING
DISTANCE
L1
N89056'28"W
311.52'
L2
S89047'05"E
149.91'
L3
S89053'43"E
326.31'
L20r
N6r35'27"E
2,335.60'
(N890 5439"W 31 1 .96')
L3 / S 1 /4 SEC 1
SFN
ESTABLISHED BY
\ INTERSECTION
POINT 815
FD CADT BRASS DISK STAMPED "BM 2002 RIV 74
PM 81.5" PER R.S 70/37., FLUSH ON TOP OF BOULDER
ON GROUND
NORTHING = 2156033.46'
EASTING = 6504031.52'
(327.13')
FD. 3/4 " IP. WITH TAG
RCE 19128, SW CORNER OFS'LY PARCEL
PER R.S. 70/37, UP 0.3'
9 59 6A
Na 5�3•
C573.85 l
FD. 2 1/2" DEPT OF INTERIOR
BRASS DISK STAMPED "T6S R5E
S35/36//T7S 1972 CADASTRAL
SURVEY" PER RS 70/37
PM
COUNTY SURVEYOR'S STATEMENT a� LAND
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH ���,0 L MGM,,
SECTION 8766 OF THE PROFESSIONAL LAND
����'' Exp. No. L.S.8488
SURVEYORS • ' ACT THIS —.._DAY OF ��`' , 2023. it 12/81/24
OF CAL\E�Q`�
DAVIDL•MCMILLAN, RIVERSIDE COUNTY SURVEYOR
LS 8488
--------------------------------
I I
I I
PALM DESERT
CAHUILLA HILLS
i I
I 74 LA QUINTA
I I
I I
I THOMA S I
MOUNTAIN I
I I
I I
I �71 f4 SITE
VICINITY MAP
I NOT TO SCALE I
I
L-------------------------------J
SURVEYOR'S NOTES
'y = -0006'00.79"
AT POINT NUMBER 1
SCALE: 1" = 400'
A INDICATES FOUND MONUMENT FOR GPS CONTROL
• INDICATES FOUND MONUMENT AS NOTED.
O INDICATES SET 1" I.P. FLUSH W/PLASTIC PLUG STAMPED
"CALTRANS" UNLESS OTHERWISE NOTED
() RECORD DATA PER RS 70/37 (GROUND)
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON
THE CALIFORNIA COORDINATE SYSTEM, CCS83, ZONE 6,
NAD 83 (EPOCH 2O07.0) AS DETERMINED BY A LINE
BETWEEN NGS POINTS "815" AND "T1382"
BEING NORTH 33021'13" EAST, PER CALTRANS CONTROL
5920-02.
ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES.
DIVIDE GRID DISTANCES BY 0.999790842 TO OBTAIN
GROUND DISTANCES. UNIT OF MEASUREMENT FOR THIS MAP
IS IN US SURVEY FOOT.
STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE NEW
RIGHT OF WAY ALONG STATE ROUTE 74 DESCRIBED IN
VARIOUS RECORDED CONVEYANCE DOCUMENTS AND SHOWN ON
CALTRANS RIGHT OF WAY MAP 78714-02. FOR COMPLETE
LAND NET INFORMATION CONTACT CALTRANS DISTRICT 8,
RIGHT OF WAY ENGINEERING DEPARTMENT.
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 THE CALIFORNIA DEPARTMENT OF
TRANSPORTATION IN JANUARY 2023.
PROF
DATE
JONAL LAND
A MEMBER 28, 2023
LAND
JAROSLAW
o MUSIAL
c
a No. L.S.8596
Exp.12/31/23
�qlF OF CAL\�����Q
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IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
PORTION OF SECTION 19 T7S, R5E S.B.M. ; ; ---`--`----------
CALTRANS DIST.8 APRIL 201,
,
,
,
,
,
DETAIL C
NOT TO SCALE
KlQo,° r'cz'gQ"r'
`SO PER R.S. 70/37 UP 0.4
�� ,
O
00 k4c ti ,.J j° -1,
�p8 � 9S-
R=449.90'
0=1 ° 14'44"
L=9.78'
242.73=---
678,;'''�. FD. 6"X6" CONCRETE POST W/ NAIL,
989 PER R.S. 70/37 UP 0.9'
w F 89
m 9S • S9 9'j
ao '; ---'
O \
,
RS
/ 39,S �9.g0,
FD. 6"X6" CONCRETE POST / �4420 4cRS00 4 L'335.02'
W.NAIL, PER R.S. 70/37 UP 0.9'- 43p0,,42 3g.S9;J R=4gg.g
'=23°00'45'� R,S00. p3�2-L - L=220.86
R=549.90' 95.83'
w
rn
SECTION LINE w
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NO° 23'14"E
651 .00'�,
SEE---'J�
FD. 1" IP. AND TAG LS 4297,
; -'
DETAIL
,
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POINT ON W'LY LINE OF S'LY
--''
;-
;
PARCEL PER CR 2008-031 1 DN.
0.1'
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ACCEPTED AS WEST LINE OF E
1/2 OF
J0
W,1
E 1 /2 OF SE 114 OF SWL 114
OF
SECTION 1
,
651.27'(650.72')
70/37
N5° 03'36"W
142.31'
N50 03'36W I
I
I�-142.31'--,
I (N5° 14'47"W)
242.,73' (142.17')
DETAIL A
NOT TO SCALE
FD. 1-1 /4" I.P. & T
RCE 19128" UP 0.7
I' R.S. 70/37
I
,
,
L1=8006'531,
.AAg'90 L�63 -
A9.
g •g0, p=450 46 p3�� L13s9
65.92 38-
NO° 23'14"E'
�o
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� F
FD. 6"X6" CONCRETE
POST W/ NAIL,
PER R.S. 70/37 UP 0.8'
L 6---
T.7S.
FD. 6"X6" CONCRETE POST W/ NAIL,
PER R.S. 70/37 UP 1.0'
If
FD. 1-1 /4" I.P. & TAG "RCE 19128"9
PER R.S. 70/37 UP 0.8'
R,
0_45°46�03�y'g0, i
(R_ L
500.pp, 4,3
'399 ) ,
,i - ,�ia45°49'po� L,�\932,83,
��,► _ L 6 _ L 7 L 10
75 03'36�'W A=45 °
\
,
142.31 R;q R\4 9
%R=449.90' ��SEE '90- 9, r-
/ A=1 ° 14'44" `� DETAIL A `�8- cn
L=9.78'
FD. 6"X6" CONCRETE------------
FD 6"X6" CONCRETE POST W/ NAIL PER R S 37/70
'O
tip ' 6'
O°11
9�-
2�F
�r
p9
O
R=849.79' ,' G' o O°
A=0002'44" ,iU° 60
L=0.68' //�, r
a�
DETAIL B
NOT TO SCALE
SECTION I
R.5E. S.B.M.
ZOZ3-O3��o36
v
SHEET 2 OF 2
SCALE: 1" = 100'
FEET 0 50 100 260 360
LINE DATA TABLE
NO.
BEARING
DISTANCE
RECORD
L4
N89 47 05 W
65.75'
(65.87' )
L5
N89047'05"W
65.75'
(65.87')
L6
NOO° 23'14"E
187.44'
NA
L7
N00°23'14"E
97.51
NA
L8
N890 53'43"W
63.02'
NA
L9
N890 53'43"W
63.02'
NA
L10
N00°23'14"E
57.52'
NA
L11
N40042'27"E
25.90'
NA
L12
N40042'27"E
84.71'
NA
L13
S89047'05"E
46.18'
(46.581)
L14
N89047'05"W
149.91'
049.45)
L15
N89047'05"W
327.59'
(327.77')
L16
N89°56'28"W
326.78'
(327.45')
L17
N89056'28"W
326.78'
(327.45')
L18
N890 56'28"W
15.43'
NA
L19
N89056'28"E
311.52'
(311.96')
SURVEYOR'S NOTES
A INDICATES FOUND MONUMENT FOR GPS CONTROL
• INDICATES FOUND MONUMENT AS NOTED. SEE SHEET 1
O INDICATES SET 1" I.P. FLUSH W/PLASTIC PLUG STAMPED
"CALTRANS" UNLESS OTHERWISE NOTED
PEORTRWS N 7I0/37 UP 0.8' �� UP UP 0.5 N40 42 27 E tS0- 4 \ 0`� 0 �4,9 () RECORD DATA PER RS 70/37 (GROUND) POSITION
1 10.61 ,
R=549.90' /
A=90 31 '00" �`, N40° 42'27"E �T-
L=91.34' 110.61' ;
�11 SEE DETAIL B 1
FD. 6 X6 CONCRETE 1
POST, PER R.S. 70/37 FD. 6"X6" CONCRETE POST W/ NAIL-' -'
UP 0.8' PER R.S. 70/37 UP 1.0'
650.23' (650.72) -�
FD. 1-1/4" I.P. & TAG "RCE 19128",___
PER R.S. 70/37 UP 0.5'
N00°26'37"E 4,198.83' (N00°12'21"E 4,199.67')
SFN
ESTABLISHED BY INTERSECTION
S1 /4 SEC 1
p • )9
1 ~22 O`'R�` �9 C ``�88
\O 9, >9 , • 33
O° 69 � <�
r ,8531 �9, \S6- / Nl8°40,
4 �' l N18 ° 276, g 27"t
Ln /r 2;58.17
FD. 1-1 /4" I.P. & TAG p
"RCE 19128", PER RS ;
70/37 N89047'05"W 0.16'
OF CORNER, UP 0.5' ° 1
ccq /
N
�i
158.60'
ESTABLISHED
BY PRORATION
PER RS 70/37'il
SEE SHEET 1
N1 /4 CORNER ----
SECTION 1
2,31 8.17'
I
15 9. 8 2' 2.5 7'--
,
`-ESTABLISHED BY INTERSECTION