rs163_080a 0
or, I A a
Pp-t.4 - 01(0610 q (0
,to
ail
w �°
U
o� r+
cm
a -"-
H Ln
MO
a:
a: •
O W Z
LL. [L 0
SCALE I of =150'
----------CURVE DATA------------
C1- D=180'00'00"R=45.0O'L=141.37'
[ [ D=180 °00 ' 00 " R=45.00 ' L=141.37 ' ] ]
FD 11'IP PLS 5137
PER CR 2012/61
FLUSH
1
FD 2"IP LS 3462
PER RS 87/85
DN.0.5'
w o ul
comJ
HWLL -
C3 U
A w cc
H H I
P-1 r = CIOaoaoao ��m
in In in a
_----:-_-__----LANE
L 1=N
88 '23 ' 22 "
E
243.58 '
(N
88 °23 ' 52 "
E
243.59 ' )
L2=N
35 `15 ' 57"
E
136.28 '
(N
35 * 16 ` 00 "
E
136.26 ` )
L3=N
76 *20 ' 16 "
E
167.29 '
(N
16 ' 18 ' 56 "
E
167.28 ' )
L4=N
74 *59' 51"
W
234. 99'
(N
75 '00' 00"
W
235. 00' )
L5=N
35 ' 16 ' 46 "
E
97.21 '
(N
35 ' 16 ' 00 "
E
97.21 ' )
L6=N
17 '50 ' 20 "
W
243.60 '
(N
17 '51 ' 52 "
W
243.59 ' )
L7=N
17 '50 ' 20 "
W
50.00 '
(N
17 *51 ' 52 oil
W
50.00 ' )
LB=N
17'50' 20"
W
193. 60 '
(N
17 *51 ' 52"
W
193.59)
L9=N
88'23'23"
E
50.00'
N
88`2352"
E
50.00'
L10=N
88'58'17"
W
4.37'
[ N
89'59'02"
W
4.37']
L 11=N
01 *01 ' 43 "
E
90.00 '
[ [ N
01 '00 ' 58"
E
90.00 ' ] J
L 13=N
00 °09 ' 43 "
E
50.00 '
(N
0 '06 ' 56 "
E 50.00 ' )
Icy THE UNINCORPORATED TERRITORY, OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A PORTIONS OF SECTION 13 AND 14 OF T 2 S, R 3 W. SBM.
AND LOT 6 OF TRACT NO. 14221, MB 121/38-41 RECORDS OF RIVERSIDE COUNTY.
JD COLE 6 ASSOCIATES INC. MARCH, 2024
FD SPIKE & WASHER STAMPED PLS 5137
FLUSH PER CR 23/ 1599, N 1/ 16 CORNER
SECTION 14, T 2 S, R 3 W, SBM SAN 13ERNARDINO
(N 89 '53 ' 11 " W 347.85 ' ) LIVE OAK CANYON ROAD
-N 89 *50 ' 12 " W 347.85 ' N 89 '53 ' 18 " W 1315.24 ' (1N 89 °53 ' 11 " W 1315.22 ' ) [N 89 `52 ' 32 " W 1315.13 ' ]
�=
A
Ln
" w LL
N
CU
0 U
m
w I
cu
J
0
q
(D^_
HHII
ao(D(D
CD
v
v m m
a " m
.-.
3aoo
a �
-
aoo
a__O cu
N
Oj
o==
aWm
O
"crcr
H�
000
Ln
O `- v
LLHa
cu
V
z
�-
cu
�
1
-
��� �O Ou _
ao�= r
r., H w ma N 0 00 16,. W 255.44
LO LOv 0 % �, � = (NORTH 255.36 )
s
Ir . <<NORTH 255.56'>> c
mom ozzwE_
000 11,4aa '
000
zzz 50.00'
�- v v
L1
A_+
a,�o 0
. . `�. O
cu cu cl1 0
Ln Ln Ln L0
O
L
oLc) ri
�.
v
'IT (9 cu
000
zzz ,Lr)
v
FD 2'IP NO TAG IN LIEU
r� OF 111IP RCE 30171 PER
MB 121/38-41, DN.2' ON
LINE ACCEPTED AS CORNER
-\\\1SET PLS 5613 TAG
GRANT DEED
DOC#1990-051859 O.R.
t� REC. 4/26/1990
L4 v
328.81
Aft
986.43
RIVERS TA
E
I
m
FD 1"IP LS 7229
-------
SCE
(I
---- � ---�-
296.02 (296.00 }
I
---338.79'
f
_ _ _ _
(338.90')
73.15
73.04 '
PER CR 09/517
DN.1'
11
Q
10
l0
Ifcu
'
011
I�
�..�
I
I 'r'
m ago o
Ln 1
f
I
_
I F---
-
FD 1 " IP ILS 7229
wU
=
�- f
Er
o cc
I zw
11
Ir
o
o
co
PER CR 09/517
crNQ
011
cv�
Z
+
m
I FLUSH
a
-
;
�z
H m H
?
- I
Iq �
i SCE �' SC
I
{
I_
{
r;
.
_2:
m
cn
r
r.,
•
Ln
Ln
cn
� �
r l
l 0 -<
I
I m
w
cm
wU-
a- U-
m
ao l
1 0-w
I
N
I Ln
=
LO
m
Ln
f
H F-
I
Ln
cu w
f
I
w
U -
=
O
Go
u_ _< 0
• O
o
5A,
r
ctl
0
cu
-
0 11
oil
O
:'
Z
v
7 7
-
m
ol{
ofo
�
z
'1 4'
00
I
z f
M)
I I
5 1. � �
.� A3 9
53 � 0
z •
30�-33'i
469 f f� 33 C
N75, •s5- 0 3a1-
1 (N 75 006, 41 `` 6.53 } 567.65 .
O6 p W 57 53 t25 , 57 E 7 , 861
W 5 3, 18 , 10 256 . N 79 .12 `3
E 55
73.�4r ,3. 79 12
I -
0
0
rn
I LO
m
' w •
SET 3/4" IP PLS 5613
Ln ON LINE AS REFERENCE
I - � POINT cu o _ N GRANT DEED
o D0C#1988-0051406 Q.R.
0 O m REC. 2/26/1988
I o -
• z Ln
0 0
i z
ESTABLISHED BY PROPORTINATE
MEASUREMENT PER MB 121/38-41
PT. "C„
SET 3/4" IP PLS 5613
ON LINE AS REFERENCE 1
POINT ESTABLISHED BY
PROPORTINATE
I
MEASUREMENT
FD I" IP RCE 30171 PER MB 121/38-41
PER MB 121/38-41
DN. 0.2'
984.04'
655.97 ' (656.02 ' )
984.21'
1312.28' (1312.39')
585.00 ' N 89 '51 ' 36 " W 1968.25 ' [N 89 '51 ' 23 " W ] (N 89 '51 ' 45 " W 1968.41 ' )
PURPOSE OF SURVEY
TO MONUMENT THE PROPERTIES AS DESCRIBED IN
THE DOCUMENTS SHOWN ON THE MAP, AND LOT 6
OF TRACT NO. 14221 MB 121/38-41
--------------------SURVEYOR'S NOTES ----------------------
1. BASIS OF BEARINGS IS THE WEST LINE OF THE NW 1/4 OF NW 1/4 OF SECTION
13, T 2 S, R ,3 W, SBM, BEING N 0 '07 ' 38 " E PER RS 121/78-82
2. • INDICATES FOUND MONUMENT AS NOTED
3. 0 INDICATES SET 1" IRON PIPE W/BRASS TAG STAMPED PLS 5613 FLUSH
UNLESS NOTED OTERWISE
4.( ) INDICATES RECORD DATA PER MB 121/38-41
5.[ ] INDICATES RECORD DATA PER RS 121/78-82
6., > INDICATES RECORD DATA PER RS B7/85
7.1 1 INDICATES RECORD DATA PER RS 146/27
8.<< >> INDICATES RECORD DATA PER CR 09/517
9.[[ ]] INDICATES RECORD DATA PER DOC#1996-84830 O.R. REC. 3/8/1996
10. X INDICATES SEARCHED & FOUND NOTHING
11. ♦ INDICATES ESTABLISHED BY COMPASS RULE ADJUSTMENT FROM PT. "A" TO PT. "B"
NOTHING SET UNLESS NOTED OTHERISE, FOR MONUMENTS FALL IN CREEK, SUBJECT
TO FLOODING.
12.0 INDICATES ESTABLISHED BY COMPASS RULE ADJUSTMENT FROM PT. "C" TO PT. "A"
NOTHING SET UNLESS NOTED OTHERWISE, FOR MONUMENTS FALL IN CREEK, SUBJECT
TO FLOODING.
13. 0 INDICATES SET 1"IRON PIPE PLS 5613 AS REFERNCE MONUMENT TO CORNER THAT LIES IN THE CREEK,
UNLESS NOTED OTHERWISE
14. 5C INDICATES SOUTHERN CALIFORNIA EDISON EASEMENT PER BK.1981 PG.148813 O.R. REC.08/05/1981
SURVEYOR'S STATEMENT
3, 61. 3'1. o
0 2 TA
p � A
FD
N72.512
CO tD
r r
cu
ri H
coo m
w w
m m
r r
0 0
O o
z z
� �m
T) m
w w
co co
m m
r r
o O
. .
0 0
Z Z
R8 121/78-82
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 JON PRUN IN MARCH, 2024.
J s D. Cole PLS 5613 Date
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS 61H DAY OF � 20249 AT 11:1i PM.
IN BOOK l'. i0 3 OF RECORDS OF SURVEY, AT PAGE _� AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. a0vqqv_c)1(091c1(0
FEE $ C% • 00
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: zi ff_�. DEPUTY
0
FD SPIKE & WASHER STAMPED PLS 5137 FD SPIKE & WASHER STAMPED PLS 5137 FLUSH ,� IPER CR 12/896 FLUSH FOR NW CORNER PER CR 12/889 FOR NE CORNER 60V'T LOT4
SECTION 13, T 2 S, R 3 W, SBM COUNTY
N 89'47' 17" W 1374.03' (N 89'4732" W 1373.92) [N 89'47' 15' W 1373.93' ]
687.015'
687.015 ' 11 I I COUNTY � 343.515
50. 2'
*,R
� II
IF'D2',IP LS 3462 NO
{r
_ REF. DN.0.5' IN AC
D1/W 0. 12 S. OF R/W
I .
mco
_ mm 0
O o �, CT NOo 14221
I�
�
���o���
co
I ( oLn
mmm
m
II �
m
cu m co-)
I( m o QD
00
I I ��
ESTAIBLISHED BY COMPASS
-
z RULE ADJUSTMENT FROM
II �_ U
"All TO PT. " B "
I I w Cc
SPIKE & WASHER
ISET
MPPED PLS 5613 ON BRIDGE
I i cw oc
LOT 4{
aGOV'T
f wo
iiiiiiI
N �4 "55 44 .. 4111111111
(N 84.56' 43 " W 45 ' 13
W 445 16'�
L3
w 'IT
rn
z m
Ln
�
H �
Lo
� N
-
o
m
rn
o ao
10
am:
m
m
W
m
>-
Ma_
o�_
1n
w
=w
H
o
W
fras
cv
Ln
MD_
CU
;�
Q cn
f-- <
.�
N 77.1 w m i Z
8 � � „ 4-•
II
_
_
rn
py 6
91.92,
{
_
co
77 •� ,
SET SPIKE & WASHER
f i f
p
`r
m
m
W 692.
STAMPED PLS 5613
I
I
cuN
r,
O,
0
II
h
m
w
o
chi
-_ fl
m
w
FD 1"IP LS 5968
L,
•
o
.�
RS 146/27 DN.0.2
Ecm
XISTING ACCESS ROAD II
r+
VARIES IN WIDTH AND HAS II
L10
z
caoo
BRIDGE ACCROSS THE CREEK
Y
111
Z
FINAL JUDGIEMENT RE -QUIET TITLE II v
m
D0C# 1996-0084830 O.R.
LO
CD
REC. 3/8/1996
N
cu
m
o
m
FD 1„ IP LS 5968 PER
SEE DETAIL "A"
ao
%"
RS 146/27 DN.0.2'
BLOCK WALL -�
3.9' SWLY.
OF PL
W. END BLOCK WALL
3' SLY. & 7' W.OF
PL
W ; END 3' (GUTTER
8 W. OF PL
16'
BLOCK WALL
CO w -�
L10 w m o8 146/27
m
LO
Ln
O co
. � N
co
zLo
N
w w
w�
O
0
z
FD, 1"IP LS 5968 PER
RS 146/27 DN.0.2'
333.08 ' if 333. 04' 1333.0411
N 89 ' 17 ' 02 to
W 1332.28 ' (N 89 ' 17 ' 12 " W 1332.26 ' )
{N 89'17' 36" W 1332. 17' } CN 89.17' 19" W 1332. 17' J
SEARCHED & FD NOTHING
ESTABLISHED BY PROPORTINATE
MEASUREMENT PER RS 121/78-82 ESTABLISHED BY BEARING- BEARING
SW CORNER GIOV'T LOT 4 INT FD 111IP RCE 30171 UP 1'
FD 1"IP LS 5968
PER RS 12l/78-82
DN. 1.3'
APPEARS TO HAVE BEEN MOVED
TO SET NEW GATE POST
SE CORNER GOV'T LOT 4, MONUMENT
IS N 0'40'26" W 0.67' FROM CALCULATED
CORNER, SET NOTHING.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
THIS a"! DAY OF p 2024.
DAVID L. McMILLAN COUNTY SURVEYOR
P.L.S. 8488
m
U)
w
m
v
� sn
rn
� z
m _
r L.n
c
v
= m
cn
�. rn w
0) LQ
- N
_ Ln
ao
A Z
. m
0) r
RIV CO 24-0062�