rs160_015SHEET 1 OF 1
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IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
E RECORD OF SURVEY
BEING A SURVEY OF THE WEST 1/2 Of - THE Nf >/4 OF THE SW 1/4 OF THE NE 1/4
OF SECTION 21, T2S, R2XI, S B. M.
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1 N72'04'44"E 74,013.88' (GROUND)
2 N70' 1 1' 16"E 74,899.59' (GROUND)
3 N 10'35'47"W 20,881.08' (GROUND) ��01
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4 N 12' 13'52"W 18,329.31 (GROUND) 5
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MLFP
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HILLWIG-GOODROW. INC. JULY 2021
FD 1" I.P. W/ PLASTIC TAG,
ILLEG., DN 1.80'. ACCPETED AS
THE SOUTH 1/4 CORNER SECTION
21 PER R1.
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(1 VUI IU X ALt j
MLFP N84'41 0-7- W 111,5
8.27' (GROUND)
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RECORDER'S STATEMENT
F HIS �� � DAY 1*_%l-m-
Li�
�fn 2013 AT
IN BOOK _ OF RECORDS OF
SURVEY, AT PAGE _L� , AT
THE REQUEST OF THE COUNTY
SURVEYOR
FEE: �1____ NO.aQPX00AS-100
PETER ALDANA, ASSESSOR -COUNTY
CLERK- RECORDER
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 SURVEYOR'S
ACT, AT THE REQUEST OF OLUMUYIWA FAGBOHUN IN JULY OF 2021
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SCOTT A. BROTCHIE, P.L.S. 9107 44, c1l
LICENSE EXPIRES 09/30/24
* No. 9107 *'
EXP. 9-30-24
�9TF OF CA\--\F��\
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS &0"7_ DAY OF -ANA/V_ 2023
DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488 EXPIRES: 12-31-24
STATEMENT OF PURPOSE:
�Np,L LAND
0
a �
� No. 8488 �
EXP. 12-31-24
F OF CAOF��\
THE PURPOSE OF THIS SURVEY IS TO MONUMENT PARCEL 2 OF A GRANT DEED
RECORDED DECEMBER 28, 2020 AS DOCUMENT NO. 2020-0662003, OFFICIAL
RECORDS OF RIVERSIDE COUNTY.
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SURVEYOR'S NOTES:
LO
b R1: INDICATES RECORD DATA PER RECORD OF SURVEY 82/14-15
0
N R2: INDICATES RECORD DATA PER RECORD OF SURVEY 97/74
• INDICATES MONUMENT FOUND AS NOTED
p 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
N57'56'49"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. I
GRID TO GROUND
GRID TO GROUND SCALED AROUND POINT #201
GRID TO GROUND 1.0000776098
GROUND TO GRID 0.999922396
CORS STATIONS
0
0
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0 0o
z CWD
CONVERGENCE ANGLE AT
POINT 201 IS -00'27135"
POINT #201
N-2302241.50
E-6308084.92
EL -2111.45'
STATE PLANE. NAD 83. CALIFORNIA ZONE 6. (GRID EPOCH 2017.50
P584
MLFP
N-2269136.47
N-2279468.79
E-6348737.60
E-6237667.54
CRFP
N-2322764.90
E-6304245.39
STATE PLANE. NAD
83. CALIFORNIA ZONE 6, (GROUND)
P5841
MLFP
N-2269133.90
N-2279467.02
E-6348740.76
E-6237662.07
-� (RFP
P584 N-2322766.49
E-6304245.09
RN -CO 22122