rs162_070origind
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\FD 1- 3/4" I . P., LS __2345, U P 0.40'.
ACCEPTED AS NW CORNER SECTION
C5 21 PER R1
T2S R2W
1/4 s201s21
1987
LS 5553
FD 2" I.P. W/ BRASS DISC,
FLUSH. ACCEPTED AS THE WEST
QUARTER CORNER SECTION 21
PER R1
N
W
E
2637.04' (2637.34' R1)
S
1=300'
300 0 150 300 600 1200
TIES TO PROJECT CONTROL
(NOT TO SCALE)
1� N73'23'46"E 70,734.93' (GROUND)
2Q N72'23'43"E 71,129.07' (GROUND) CRFP
Q S02'58154"E 23,118.17' (GROUND)
S03011'29"E 21,820.59' (GROUND)
6h
5b�� .
-I'
pF
IN THE UNINCORID01?ATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
REING A SURVEY OF A PORTION OF THE SE 1/4 OF SECTION 21., T2S, R2W, S.B.M.
HILLWIG-GOODROW, INC. DULY 2023
S88042'14"E 5263.76' (5263.801 R1)
2631.88 (2631.90' R1),
T2S R2W
c sz1
1987
LS 2345
FD 2" I P. W/ BRASS DISC,
LEANING HEAVILY TO THE EAST.
APPEARS TO HAVE SLID
DOWNHILL. DID NOT ACCEPT.
ESTABLISHED BY INTERSECTION.
DID NOT RESET.
#1500
2
1206
1
MLFP
F\s
S89'09'459'E
w NNr
w Ld�
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#1500
N: 2300979.75
E: 6305459.91
FD 2" I.P. W/ TAG. LS 5553.
FLUSH, PER R1. ACCEPTED AS
THE NW CORNER LOT 1.
1200
rn
#201 0
r
#206
N:2299679.62
E: 6305447.63
FD 1" I.P. W/ PLASTIC TAG.
ILLEG., DN 1.80'. ACCPETED AS
THE SOUTH 1 /4 CORNER SECTION
21 PER R1.
SEARCHED, NTG FOUND. EST.
BY SINGLE PROPORTION
82/�4_15
5250.04' (5250.25' R1)
N89'09'31 "W 1306.50'
653.25
653.25
PARCEL 2
o GRANT DEED
• DOC# 2023-0164243
LO REC. 06/08/23
PARCEL 1
0
(EAST 5 ACRES)
GRANT DEED
w
in
DOC# 2023-0164243
,�4
REC. 06/08/23
wC'4
to
(WEST 15 ACRES)
00
z
2631.88' (2631.90' R1)
T2S R2W
S16 S15
S21 S22
LS 3807 .
2613.00' (2612.91' R1)
SEC. 16
N?00
2304853.25 SEC. 21
E: 6308128.29
FD 2" I.P. W/ BRASS DISC, UP
0.30'. ACCEPTED AS THE NE
CORNER SECTION 21 PER R1
T2S R2W
S21 I S22
#2101 �3807
N: 2302241.50
E: 6308084.92
FD 2" _ 1.P. W/ BRASS DISC, UP
--
0.40'. ACCEPTED AS THE EAST
QUARTER CORNER SECTION 21
PER R1
\SET 1" I.P. W/ PLUG»
PLS 9107, DN 0.30'.
ooti �P
.�'► 1g, cJ bi�
BASIS OF BEARINGS:
(NOT TO SCALE
CRFP
tiu'
�9.
70.
00
PROJECT
SITE 0,
rG�
1pO
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OJ
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS AS_ DAY OF
bdd9C 20`� AT (I_,�J,4M.
IN BOOK LiQ�_ OF RECORDS OF
SURVEY, AT PAGE _'�Q AT
THE REQUEST OF THE COUNTY
SURVEYOR
p0
N0: �Y ____ FEE _ 9__
� aoa�-005L1yyy
PETER ALDANA, ASSESSOR -COUNTY
CLERK- RECORDER
0
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 JOSE FELIX IN JULY, 2023
4 A�ONp,L LAND
Q �% 211 L�z0zj ����o�p.. BRaT SG�,L
SCOTT A. BROTCHIE, P.L.S. 9107 � � ��y� �
',� LICENSE EXPIRES 09/30/24
No. 9107 �
N J, EXP.9-30-24 Q,
CIIIIIIIIi
N CAL
v -
T COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
N PROFESSIONAL LAND SURVEYORS' ACT THIS _� DAY OF �LF3 2024
LO
�Np,1. LAND
o DAVID L. MCMILLAN, COUNTY SURVEYOR
�o LS 8488 EXPIRES: 12-31-24 �
a �
No.8488
EXP. 12-31-24
STATEMENT OF PURPOSE: ��9TF OF �p,\F���\P
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPERTY DESCRIBED IN
A GRANT DEED RECORDED JUNE 89 2023 AS DOCUMENT N0. 2023-01642439
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
SURVEYOR'S NOTES:
R1: INDICATES RECORD DATA PER RECORD OF SURVEY 82/14-15
R2: INDICATES RECORD DATA PER RECORD OF SURVEY 97/74
R3: INDICATES RECORD DATA PER PARCEL MAP 19014, PMB 147/33-34
• INDICATES MONUMENT FOUND AS NOTED
Q INDICATES SET 1" I.P., PLS 9107, FLUSH.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE
SYSTEM, NAD83(2011) 2017.50 EPOCH, CCS ZONE 6, AS DETERMINED LOCALLY
BY A LINE BETWEEN CSRC STATIONS MLFP AND CRFP, AS SHOWN HEREIN AS
N57056'49"E. IF AN FCGS, OR ITS SUCCESSOR ORDER OF ACCURACY IS CLAIMED
FOR A SURVEY OR MAP, IT SHALL BE JUSTIFIED BY ADDITIONAL WRITTEN DATA
THAT SHOWS EQUIPMENT, PRCEDURES, CLOSURES, ADJUSTMENTS, AND A
CONTROL DIAGRAM. 1
GRID TO GROUND
GROUND
GRID TO GROUND SCALED AROUND POINT #201
GRID TO GROUND 1.0000776098
GROUND
Z I I�
2
CONVERGENCE ANGLE AT
POINT 201 IS-00*27135"
VIVO IV VRIV V..7.7.7.7LLJ9V POINT #201
N-2302241.50
E- 6308084, 92
co S STATIONS EL-2111.45°
STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (GRID EPOCH 2O17.50)
P584 MLFP
N-2269136.47 N-2279468.79
E-6348737.60 E-6237667.54
TRIMBLE CHOKE RING W/ SCIT DOME ASHTECH 7019456_M W/ SCIT DOME
CRFP
N-2322764.90
E-6304245.39
TRIMBLE ZEPHYR GEODETIC2 RoHS
STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (GROUND)
P584 MLFP
N-2269133.90 N-2279467.02
E-6348740.76 E-6237662.07
MLFP N84'41.07„W > > ,5
58,27' (GROUND)CRFP
P584 N-2322766.49
E-6304245.09
RIV-CO 23-0129