rs160_033SURVEYOR'S NOTES
INDICATES MONUMENT FOUND AS NOTED
Is I
SEARCHED, NOT FOUND.
ESTABLISHED AT RECORD
DISTANCE PER D1
Q
INDICATES SET 1 I.P. W
PLASTIC PLUG, PLS 9107, DN 0.20
11
R1
INDICATES RECORD
DATA
PER
RECORD OF SURVEY 90 /17
�
"P584", AND NAD83(NSRS 2011) EPOCH 2017.50 AS SHOWN
,
N-2291483.66
N-2269137.57
HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS
R=384.00'
R2
INDICATES RECORD
DATA
PER
RECORD OF SURVEY 39/6-12
0
R3
INDICATES RECORD
DATA
PER
PARCEL MAP NO. 9348, PMB 49/68-69
R=414.00'
R4
INDICATES RECORD
DATA
PER
PARCEL MAP NO. 8274, PMB 53/3-5
R=414.00'
ATIONS ARE MADE AT POINT 10 WITH COORDINATES OF N• 2263152 27
0=12'50'49"
D1
INDICATES RECORD
DATA
PER
GRANT DEED 2021-0716737, RECORDED
oti '00
DECEMBER 3, 2021
C..q , .
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
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).
DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488
W
N
E
FD 1" I.P. OPEN, UP 0.20'.
ACCEPTED AS SE'LY CORNER
OF PARCEL 3 PER R3
V RS 391'6 60 0 30 60 s 120 240 �1
1 "=60'
CORS STATIONS
STATE PLANE. NAD 83,, -CALIFORNIA ZONE 6. (GRID EPOCH 2017.50
WWM T P584
N-2291478.48 N-2269136.47
E-6439196.55 E-6348737.60
DSSC
N-2210772.03
E-6421178.70
0 r
�.Oa3- �
N89FD 143'36"WP3N4FLUS".TIRRITIORIvSTATE OF CAZYORNIA
IN THE UNINCORPORATED OF THE COUNTY OF
(N89044154'W 3.14' PER R1)
a
E"o
11 E C ICI Ft ICI F S Li I;tV
SURVEY OFA PORTION OF THE SOUTH HALF OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 EAST, S.B.M.
HILLWIGaGOODROW9 INC. MARCH 2o22
COUNTY SURVEYOR'S STATEMENT
•�h�`/ THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
60' WIDE EASEMENT FOR ROAD �jj� op ,� � PROFESSIONAL LAND SURVEYORS ACT THIS �Q_ DAY OF Fe!5 2023
AND UTILITY PURPOSES PER DEED v0 � �. ). R��9s P� SAN
RECORDED 11/14/2007 AS DOC# �O 6 � � ,A 9p• SON � S
2007-0691755 C00��' �R(�9s �����\Q L MC,y�I GAG
c � � �Rps90• DAVID L. MCMILLAN, COUNTY SURVEYOR � a� �2
�S• �' 4� LS 8488 EXPIRES: 12-31-24 a �
30 OQ y O>
C,2 •off, o� �'�� J � No. 8488
EXP. 12-31-24
c�R SURVEYOR'S STATEMENT CA0
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S
�V ACT, AT THE REQUEST OF RICHARD &SANDY CLARK IN MARCH OF 2022
Ss \ S
ss � c t 3 ILuZ ��1 ��'� p, . B R�TL,
voy� r"
SCOTT A. BROTCHIE, P.L.S. 9107 0- cn �
LICENSE EXPIRES 09/30/24 L!!�� C:)a
0 * No. 9107
J EXP. 9-30-24���Q
� rip o TF OF Cm_\F �
(90'00900" D1)
L 11 T 5 9o,
GRANT DEED
DDC. #2021-0716737
REC, 12/03/2021
POINT #10
FD 3/4" I.P. W/ PLUG, ILLEG.,
FLUSH, PER R1. ACCEPTED AS
CORNER OF INST. 20205, REC.
FEB. 169 1972
STATE PLANE, NAD 83
CALIFORNIA ZONE 6(GROUNDITHE
BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
k� r6 9
O? 9�
P584
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS
"WWMT", "DSSC"
>>
WWMT
R=384.00'
"P584", AND NAD83(NSRS 2011) EPOCH 2017.50 AS SHOWN
,
N-2291483.66
N-2269137.57
HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS
R=384.00'
E-6439206.56
E-6348731.08
REFERENCE MAPS OR DEEDS A AS SHOWN PER THAT
AND DISTANCES FROM RE RE
DSSC
R=384.00'
RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS
0=14'36' 55"
N-2210762.38
L=104.07'
SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING
R=414.00'
A=14'24'11"
THE GROUND DISTANCE BY A COMBINATION FACTOR OP 0.999817165.
L=92.83'
E-6421185.42
R=414.00'
ATIONS ARE MADE AT POINT 10 WITH COORDINATES OF N• 2263152 27
0=12'50'49"
GRID TO GROUND
GRID TO GROUND SCALED AROUND POINT #10
GRID TO GROUND 1.0001828686
GROUND TO GRID 0.999817165
Z
CONVERGENCE ANGLE AT
POINT 10 IS -00'19'15"
POINT #10
N-2263152.27
E-6384426.35
EL 3911.16
10584
V/1LliV itIvvvvl\✓IIY/'11LJ vl 1\. LLvvIVL.L/
E:6384426.35 USING AN ELEVATION OF 3911.16.
BASIS OF BEARINGS:
(NOT TO SCALE)
�GR�Oi
5„� g � ROUNDi
N g3,� g F gEP�
PSiS O
8
N
00
W
0
N
DSSC
0
J
TIES TO PROJECT CONTROL
)04:5�sqi 7
SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS 1�DAY OF
�P6i�U.�P1 2013AT X -441M.
IN BOOK IIILP�_ RECORDS OF
SURVEY, AT PAGE AT
THE REQUEST OF THE COUNTY
SURVEYOR
FEE: 6_01a.D.D_ N0.
PETER ALDANA, ASSESSOR -COUNTY
CLERK- RECORDER
BY: DEPUTY
STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PERIMETER
OF THE PROPERTY DESCRIBED IN A GRANT DEED RECORDED
DECEMBER 3, 2021 AS DOCUMENT NO. 2021-0716737, OFFICIAL
RECORDS OF RIVERSIDE COUNTY.
30 `2
02J4.R�49�7
36686
00.0r ^�
\ 0 42941.
9 X68 6 w
36 00
.00, LO
SIJ ,
a�4 468 81 0
CO
92 0 . S31'oo � Z
9 ? 12 ►
asy. 00
p, .29
�
49� .19 9?O O
338 90,
S?,� N40'29'45"E
SIJ _ 35.65' (35.64' R1)
RS 90/71
DFIC #2007-0691755
REC, 11/14/2007
/ POINT #101
FD 34” I.P. WZ PLUG ILLEG..,
FLUSH, PER R1. ACCEPTED AS
CORNER OF INST. 20205, REC.
FEB. 161 1972
WWivT (NOT TO SCALE rywMj
1$
fi�35
��„E 9�'�1 ��R�U GS 9�0,
N7 C3 -3 EPR\N (3�
O LOT 6
RS/10 J
P584 � � 39, \
je
1 N80'28152"W 36,193.56' (GROUND)
2 N80'02' 10"W 36,026.74' (GROUND)
2 LOT 7
3 N62'32'20"E 61,975.25' (GROUND)
4
X101 N62'39' 10"E 61,672.90' (GROUND)
60' WIDE EASEMENT FOR
ROAD AND UTILITY
PURPOSES PER DEED
RECORDED 11/14/2007 AS .�
DOC# 2007-0691755 �.
o�
D�
�O
^, \FD 3/4" I.P. W/ PLUG, ILLEG.
DN 0.30, PER R1. ACCEPTED
!-� AS CORNER OF INST. 20205,
o REC. FEB. 169 1972
LO
of
FD 3/4" I.P. W/ PLUG, LS 35619
FLUSH, PER R1. ACCEPTED AS
CORNER OF INST. 20205, REC.
FEB. 169 1972
^` ��
•
a,- 1Nk6
00 ��
• O
v. FD 3/4" I.P. W PLUG, ILLEG.,
�- ,p FLUSH, PER R1. ACCEPTED AS
CORNER OF INST. 20205, REC.
FEB. 169 1972
11Op FD 1-1/4" I.P. W TAG, RCE
`39 p' 95189 UP 0.30' PER R2.
ACCEPTED AS THE NE'LY
CORNER LOT 7.
CURVE DATA:
C1
L=77.65' (77.62' R1)
R=468.00 (468.00' R1)
0=9030'23" (9'30'10" R1)
C2
L=182.63'
R=384.00'
0=27015'00"
C3
L=84.68'
R=384.00'
A=12'38' 06"
C4
L=97.95'
R=384.00'
0=14'36' 55"
C5
L=104.07'
R=414.00'
A=14'24'11"
C6
L=92.83'
R=414.00'
0=12'50'49"
RIV CO 22-098