rs164_036IN THYE CITY OF BEAUMONT9 COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
COF
C�RD SURVEY
FD
DNB
0172/21-22
1"IP LS 5424 PERRE
w
BEING A PORTION OF BLOCK 28, RESUBDIVISION OF A PART OF BEAUMONT HEIGHTS, AS
FD
1"IP LS 5424 PER
� MAP N0.36329 Z
P� 17S/21-a2 w
SHOWN BY MAP BOOK 9 PAGE 86 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PMB
172/21-22
Q
LYING WITHIN SECTION 4. TOWNSHIP 3 SOUTH, RANGE 1 WEST. SBM.
0
I
JD COLE & ASSOCIATES INC. NOVEMBER,2023.
L[[N 89:47;56.. W 1417.40,]]1 �
N 89'23'53" E 322.29'
[N 89 '23 ' 42 " E 322.29 ' ]
[[[322.231111
FD LEAD & PIN STAMPED
CITY OF BEAUMONT NO
REF. IN LIEU OF NAIL &
TAG STAMPED RCFC & WCD
PER RS 80/78-89 & RS 139/83-92
OAK VALLEY PARKWAY I� t t tN 89 �43 , 07„ W
I S OF BEARINGS N 89 *22 ` 42 " E 2632. 19 ' [ N 89 '22 ' 42 " E 2632. 11 ' ] [ [ [ 2632.23 ' ] ] ] N 89 14 31 E 1417.5
BASIS _
-- - - - - i 767.92 ' [767.90 '1
I
SEARCHED & FD NOTHING, APPEARS TO HAVE BEEN
DESTROYED BY NEW ROAD IMPROVEMENTS. FD MAG NAIL NO REF. IN
cu � NO TIES OR CORNER RECORDS FOUND. LIEU OF 1"IP CSM PER
. ESTASBLISHED BY PROPORTINATE MEASUREMENT PMB 173/21-22 z
CONCRETE NAIL IN LIEU 0PER MB 432/11-14 & SEARCHED FOR TIES a
1-1/2 BRASS CAP STAMPED FD CONCRETE NAIL IN LIEU & CORNER RECORDS
m �I
33 & S4 PER RS 139/83-92 w OF 1 1/2 BRASS STAMPED NOTHING FOUND Q
COUNTY SURVEYOR W
rn SEC COR 33/34/4/3 PER o0
r MLO RS 139/83-92.
r- Loa ,o a SEARCHED FOR TIES PER
CR 2005/512 NONE FOUND
aoaq-oas 7ss6
C�2� � Gila
RECORDER'S STATEMENT
FILED THIS Q7-DAY OF A,aTvs_-L- . 2024, AT gm?_-*e25_AM�
IN BOOK %�� OF RECORDS OF SURVEY, AT PAGE 3(o AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. aoa4_oas���s�
FEE � Q�-
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: !�� --DEPUTY
-----------------LINE DATA---------------- ZZ _-----------------SURVEYOR'S NOTES-------------------
1. BASIS OF BEARINGS IS THE CENTERLINE OF OAK VALLEY PARKWAY
L1=N 00'20'14" E 55.00' (((N O'49'05" E 55.00' ))) 0`� 1 BEING N 89'22'42" E PER MB 432/11-14
L2=N
00 '20 ' 14 "
E
602.64 ' (((N 0 *49 ' 05 "
E 602.64 ')) )
L3=N
89 '02 ' 53 "
E
28.23 ' <<28.43 ' >>
L4=N
16 `35 ' 42 "
E
198. 11 ' { {
{N 16 `32 ` E
19B . 54 ' } } }
L5=N
73 '30 ' 54 "
E
228.94 ' { {
{N 75 '22 ' 30
" E 228.76 ' } }
L6=N
00 '43 ' 37 "
W
175.00 ' <<N 0 *43 ' W 175.00 ' >>
LB=N
84 '04 ' 57 "
E
117.49 ' { {N 84 '08 ' 30 of
E 117.46 ' } }
L9=N
00 '43 ' 37 "
W
72.39 ' { {N 0 '43 ' 00 "
W 72.92 ' } }
L 10=N
67 '59 ' 53 "
E
115.55 ' {N 68 '00 ' 30 so
E l 15.55 ' }
L l l=N
65 '33 ' 39 "
W
108.49 ' {N 65 ' 19 ' 30 "
W 108.97 ' }
L12=N
00'57'07"
W
37.50' RAD
L13=N
34'08'29"
E
37.50' RAD
L14=N
89*09'17"
E
37.50' RAD
L 15=N
73 '30 ' 54 "
E
121. 5B '
L16=N
73'30' 54"
E
107.36'
SEARCHED & FD NOTHING, APPEARS TO HAVE BEEN
DESTROYED BY NEW ROAD IMPROVEMENTS.
NO TIES OR CORNER RECORDS FOUND.
2 ESTABLISHED BY COMPASS RULE ADJUSTMENT BETWEEN PT. A & PT. B PER DATA FROM MB 432/11-
14
NO, 273157-1
432/1 1-14 Z ESTASBLISHED BY PROPORTINATE MEASUREMENT
G PER MB 432/11-14
N 57 '42 ' 48 " E 20.17
Cl- A=35 '05 ' 36 " R=100.00 ' L=61. 25 ' ( ( A=35 '05 ' 50 " R=100.00 ' L=61. 26 ')) <<< A =35 '05 ' 50 " r =37.50 ' l L=61. 26 ' >>>
C2- A=124 *59 ' 12 " R=37.50 ' L=81. 80 ' t t A=125 *05 ` 50 " R=37.50 ' L=81. 88 ') )
C3_ =90 06 24 R_37. 50 L_58. 97 , «<A_90 15 36 „R_37. 50 , L=59. 08 . »> ,-7
C4 A=213 11 22„R 37.50, L 139.53 A 215 05 50 R 37.50 L 140.78 k<_3
FD 2x2 LS 1433
DN.0.5' ACCEPTED
AS CORNER
N 57 '58 ' 30 Be E 48.60 ' �
((N 57'42' 00" E 48.57 `) )
ti4�*
! NO Flo
,
�1
N a
FD 1"IP LS 1433 DN.1.5'
PER MB 432/11 14
ACCEPTED AS THE NW
COR, BLOCK 28 MB 9/86 N
SOO N
WESTERLY LINE OF BLOCK 28 MB 9/86 •�'?
o�-
o�
m
IBW(011 27 8
HELD DISTANCE FROM 20.00'
NORTHERLY CORNER
PER DEED ((317.821))
LINE PER GRANT DEED
BK.1977 PG.84017 REC.
5/12/1977 -�
GRANT DEED
INST.#186236 O.R.
REC.6/29/1987 \
PARCEL 3
NOTHING SET POINT FALLS
IN FLOW LINE.
SET OFF SETS TO PROPERTY
CORNER AS SHOWN ON PL _
e33.00 ' 23.33'
N 84.04 1 57
%g E 337. 16. J
2 gg . 66 , {220.3g ' } /
� 1`sto 11
01
FIJI
{{{N 7g0�.27"
N 79
�N N
o�
CO PARCEL 1
rU ru `y
LULU GRANT DEED Ny
_DOC#84017
REC. 05/ 12/ 1077 �cs�
C11 rr)12
SEE DETAIL "A"
UPPER RIGHT
{ {50.00 } } �Z�_
150.00,
3
50.00 '
( (50.00') )
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•
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A
+
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GRANT DEED
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:x_-
o DOC#2022-0069127 Q.R.
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N
oo
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FD 1" I P RE 1436
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m
NO REF. UP 0.2'
z
F-<U"
L
o
ACCEPTED AS
z -
<00
-
�
z
CORNER
ar_o w
o
FD 1/2"IP NO TAG
PER CR 14/593
DN.0.7'
SW CORNER BLOCK 28
N 82'36'55" E 9.61'
((N 82 '44 ' 40 " E 9.65 ') ) ,
FD 1"IP LS 4724
PER CR 14/593
DN.0.5'
N 89*02'53" E 52.82'v
[ [ N 89 *24 ' 18 " E 52.82 ' ] ]
PARCM ]SAP 17597
PSa 109/65
0oac cu
C <<117.00 ' >> <<103.00
k 1 117.01' 103.32'
14 ti _ 248.57 ' «<248.43 ' >>>
� 40.00'
VALLEY VIE DRIV._
N 89'02' 53" E 327.43' <<<327. 20' >>>
FD 1"IP LS 4724 SE COR.
PER CR 14/593 o BLK 28
DN . o . 51 �
/ o
RIGHT OF WAY SHOWN ON RS 22/91
AND DEEDS REFERENCE SAID RS 22/91
FOR VALLEY VIEW DRIVE
2. * INDICATES FOUND MONUMENT AS NOTED
3. p INDICATES SET 1"IRON PIPE PLS 5613 FLUSH, UNLESS NOTED OTHERWISE.
4.( )
INDICATES
RECORD
DATA
PER
MB 8/53
5.< >
INDICATES
RECORD
DATA
PER
MB 9/86
6.[ ]
INDICATES
RECORD
DATA
PER
MB 432/11-14
7.4 }
INDICATES
RECORD
DATA
PER
DOC#185236 O.R. REC.6/29/1987
8.{{ }}
INDICATES
RECORD
DATA
PER
BK 1982 PG 5497 O.R. REC 1/11/1982
9.(t ))
INDICATES
RECORD
DATA
PER
DOC#2022-0069127 O.R REC.2/10/2022
& GRANT DEED BK.1977
PG.44301 O.R REC. 3/17/1977
10.<< >> INDICATES
RECORD
DATA
PER
DOC#2017-006825 O.R. REC.1/06/2017
11.(((
)))INDICATES
RECORD
DATA
PER
PMB 173/21-22
12.[[[
]]]INDICATES
RECORD
DATA
PER
RS 139/84-92
13.[[
]]
INDICATES
RECORD
DATA
PER
CR 14/593
14. X
INDICATES
SEARCHED & FOUND
NOTHING
15. ■
INDICATES
FOUND OLD 2x2 DN.0.5'
NO REF. ACCEPTED AS CORNER,
UNLESS NOTED OTHERWISE.
16.<<<
>>>INDICATES
RECORD
DATA
PER
MB 28/67-68
17. -#
INDICATES
POINT ESTABLISHED
BY COMPASS RULE ADJUSTMENT
SEARCHED & FD NOTHING, APPEARS TO HAVE BEEN
DESTROYED BY NEW ROAD IMPROVEMENTS.
NO TIES OR CORNER RECORDS FOUND.
ESTABLISHED BY COMPASS RULE ADJUSTMENT
BETWEEN PT. A & PT. B PER DATA FROM MB 432/11-14
i
E �
DETAIL
"A"
METAL BUILDING
,
36,5
_
8411111111111111111,
.0 4 , 57 „ E
337. 15
in
pROpERiY
LINE 7'
` .
cv
LO
WOOD FENCE
•
w Ln
H N
cr m
N.T.s.
a m
OIt
ao
z
20
n FD 1"IP LS 1634
rn PER MB 432/11 14
DN.
N SCALE 1 " =100 '
3A
Vim=� 0 100 200 300 4 v �, 400
Wm�
>
cu
to
FD REMAINS OF 2X2 NO
REF.
DN. 0.6 ACCEPTED AS
CORNER
z
LA
RE -SET 1"IP PLS 5613
DN.0.3'
m
rn
rn_
i�o
20
�a
m
�z
I='v
ov
z
FD MAG NAIL IN LIEU
OF
60D SPIKE WITH 2-1'
SWING
TIES PER MB 432/11-14
NEWER PAVEMENT
DALE
STREET
PURPOSE OF SURVEY
TO MONUMENT THE PROPERTY DESCRIBED IN
DOC#2017-006825 O.R. REC. 1/6/20179
DOC.#2022-069127 O.R. REC.2/10/2022,
INST#185236 O.R. REC.6/29/1987 AND
DEED BK.1982 PG 5497 O.R. REC. 1/11/1982
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 LEW WEAVER IN NOVEMBER,2023.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
THIS 'I( DAY OF / iV� . 2024.
DAVID L. McMILLAN COUNTY SURVEYOR
P.L.S. 8488
THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH LOT LINE
ADJUSTMENT N0.1226 RECORDED IN BOOK 1982, PAGE 5497 1/11/1982
AS APPROVED BY THE RIVERSIDE COUNTY PLANNING DEPARTMENT.
rA� � • Mc�j��`s,ee G
a O 2
PLS 8488
RIV-CO 230208