rs167_069#8
N: 2320528.12
E: 6361004.97
FD 3-1/4* BRASS CAP. 3
PT 0 FLUSH STAMPED "US DE
PT
6
AGRICULTURE FOREST
6
SERVICE" ACCEPTED AS THE
NW CORNER OF SEC110N 59
T2S9 Rl E S.B.M. PER CORNER
RECORD 84/30
Tl S RIE
S31
S61 S5
T2S RlE
CC
1982
LS 145800
. .
E-6278618.15 E-6439196-55 GRID TO GROUND
SNOG GRID TO GROUND SCALED AT POINT #8
N-2320770.34 E-6392670.48 GRID TO GROUND 1.000230852
STATE PLANE. NAD 83, CALIFORNIA ZONE 6. {GROUNDS, GROUND TO GRID 0.99976920
PPBF WWMT
N-2248971.12 N-2291471.77
E-6278599.13 E-6439214.60
SNOG
N-2320770.41
E-6392677.79
18
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 PPBF AND WWMT, AS SHOWN HEREIN AS
N7510143"E.
BASIS OF BEARINGS:
(NOT TO MAL)
PROJECT
SITE
s kG
1 4jbc
,bbc 41
(77E1
SNOG
0%99
9916� r 000� ,89
b(
GRtO
roro 0
A ()0N10
go 4,3
Of.
5Psxs
PPBF
CORS STATIONS
WmT
STATE PLANE. NAD 83. CALIFORNIA ZONE 6. (GRID EPOCH 2017.501
PPBF WWMT
N-2248987 64 N-2291478 48
TIES TO PROJECT CONTROL
(NOT TO SCALES
Q N49'01'50"E 109,138.10" (GROUND)
2Q N5430`04"E 114,494.70' (GROUND)
I� 12� N69"37"08V 83,432.719 (GROUND)
� N700241439*W 71,542.80" (GROUND)
15001 X
11
r ,)r 0 Ao'5
o� .es,sf- 14g* (Gl��)UtAD'
e---N-?pAGS 0-
A
Of
40/
PPBF
DETAIL "A"
(I'=zoo)
WUT
04 o
It
SEARCHED FOR NW CORNER
ft 4
0
SECTION 17. NOT FD. EST. BY
r)0 C:)
4
PROLONGATION OF RECORD
0 0
DISTANCE AS SHOWN ON PM
z
177669 PMB 146/47-50
7
8
18 1 1 17
35.97 ft
co w136.1Ol -4-
06 N N89*19*20*E N 0
v-
50-18" 150"1 to %ft-n%# U-)
FD 3/4" I.P. OPEN,_ DN 0.502.
ACCEPTED AS ANGLE PT
PARCEL BOUNDARY AS
to
SHOWN ON PM 17766, PMB
146/47-50. 11110
Go C,4 z
FD 3/4" I.P. OPEN, FLUSH. OR N
V_
ACCEPTED AS P.I. PARCEL 00 00
BOUNDARY AND THE WLY LINE
OF SEC. 17, T2S2 Rl E AS
V
FD 3/4" I.P. W/ TAG. LS
in
z
<
ci
�z
La
0
ow
%*,.,.CONVERGENCE ANGLE AT
- POINT 8 IS00*21 "50"
POINT #8
N-2320528.12
E-6361004.97
EL-5537.42
0.70" PER PM 41529 DN
17766, PMB 146/47-50.
ACCEPTED AS P.I. NlY LINE
OF SING ROAD AND THE W9LY
LINE OF SEC. 17, T2S, RlE
SHOWN ON PM 17766,, PMB �F D�3 �40 I.P. �W TAG �G _LS
146/47-50. 4152,1 DN 0.70" PER PM
177669 PMB 146/47-50.
ACCEPTED AS P.I. PARCEL 2
AND THE WLY LINE OF SEC.
171, T2S9 Rl E
6
71.39
7
IN THE UN/NCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE STATE OF CAL/PORN/A
RECORD OF SURVEY
SURVEY OF A PORTION OF SECTION 5 TOWNSHIP 2 SOUTH, RANGE I EAST, SB.M.
HILLWIG-GOODROW, INC. DECEMBER ZOZZ w
SEARCHED FOR NORTH 1/4
CORNER OF SECTION 5.
NOTHING FOUND.
(N89'29'18"E 2629.11
1 1 32 (N89*29118"E 2730.75l)
<EAST 52801>
5
t
\o4o
NORTH LINE OF SECTION 5 -
AI
900 PER 1893 PEARSON SURVEY
00 0,
Ro aoj 0UGC CALCULATED POSITION
OF NE CORNER OF
A SECTION 5 PER 1893
PEARSON SURVEY.
NOTHING FOUND.
xa
(N89'56'49"E 1331.57*) (N89*54"44'*E 1348.359) FD GRANITE STONE, MARKED
N89026"07"E 1331.57" N89"24'02"E 1348.351 1/4 CORNER ON WEST FACE,
3* WEST OF ROCK MOUND AS\
I
SHOWN ON FOREST SERVICE
0i FIELD NOTES DATED JULY 14
A
fta
00
0 N
ul
C4
0
N
U-) W_
0
5
18
A
CALCULATED POSITION OF
WEST 1/4 CORNER OF
0. T_
SECTION 5 PER 1893 u� V_ to PEARSON SURVEY. Oi
C-4
N LO
0 0
z z
(N89*53142"E 684.301p)
N89*23"00"E
9
684.30
GROSS AREA = 157.99 ACRES
(160.00 ACRES RECORD PER
GOVERNMENT PATENT
RECORDED 3/30/1922 AS
PATENT NO. 856781)
�
00C1111.1.R-
!0 (7:-
0)
M Q
NLO 0
0 co (0
0 C)
z z
N89"26907"E 1337.019
(N89-56"49"E 1337.019)
1964,. ACCEPTED AS THE 9
I
EAST 1/4 CORNER OF
SECTION
5, T2S, RlE
Al
rej
nl
CALCULATED POSITION
OF EAST 1/4 CORNER
I
OF SECTION 5 PER
3:
02.
1893 PEARSON
F- I
Z)
, wr
cR
SURVEY. SEARCHED,
0 1
111
o 0i '0 S4 Lo CD
0 U-)
NOTHING FOUND.
(n
vi
�- 0 co 0 0%-..co
0
1
z z
0
6
I'cot
C'4
v
ul
N
c6
04
100
13:
1 r�
1!0
0
1p
10
z
SEARCHED FOR SE CORNER l
SECTION 5. NOT FD. EST. BY
PRORATION BETWEEN THE SW
CORNER OF SECTION 5 AND
THE SE CORNER OF SECTION
4. SEARCHED FOR THE EAST
1/4 CORNER AND THE SE
CORNER OF SECTION 8. NOT
SOUTH LINE OF SEC11ON 5 FOUND. CORNER POSITION NOT
PER THIS SURVEY USED FOR DETERMINING THE
BOUNDARY SHOWN HEREON.
N
S
2425.0�038�8 b'�
0
SHUT I OF I SHEET
RECORDER'S STATEMENT
FILED THIS _31" DAY OF -114499 i"llwip
20 AT P.M. IN BOOK
�'10
RECORDS OF SURVEY, AT PAGE AT
E THE REQUEST OF THE COUNTY SURVEYOR
NO: �Q'�'�-�03�15
FEE. fs_
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 SURVEYORS'
ACT, AT THE REQUEST OF ANDREW BIRCHARD, IN DECEMBER, 2022.
�Np,L LAND
0
ALAN C. HILLWIG, PLS 5137
af
1%' ZO' 2025 Q_
No. 513
EXP* 6-30-27
�9TF OF CA
COUNTY SURVEYORS STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS" ACT THIS DAY OF 2025
DAVID L MCMILLAN, COUNTY SURVEYOR
LS 848
8 EXPIRES: 12-31-26
of 0
CL ;0
No. 8488
c1Z %
aoF
STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PERIMETER OF THE PROPERTY
DESCRIBED PER A GRANT DEED RECORDED OCTOBER 20, 2020 AS DOCUMENT NO.
2020-0502119, OFFICIAL RECORDS OF RIVERSIDE COUNTY, IN COMPLIANCE WITH SECTIONS
8762(b)(4) AND 8762(b)(5) OF THE PROFESSIONAL LAND SYRVEYORS ACT.
THE SUBJECT PROPERTY WAS CREATED BY A GOVERNMENT PATENT RECORDED 03/30/1922
AS PATENT NO. 856781 AND IS DESCRIBED AS ALIQUOT PARTS WITHIN SECTION 5, 160
ACRES, KNOWN AS WILLIAMS RANCH. THE REMAINDER OF THE LAND WITHIN SAID SECTION 5
IS HELD BY THE UNITED STATES DEPARTMENT OF AGRICULTURE/THE UNITED STATES
DEPARTMENT OF AGRICULTURE.
IN 1983, THE USDF DESIRED TO OBTAIN EASEMENTS OVER EXISTING FORESTRY ROADS
WITHIN THE WILLIAMS RANCH AND IN 1984 PREPARED A CALCULATION PLAT PREPARED BY
H. FATH ON JAN 319 1984. THIS PLAT IS BASED UPON THE GOVERNMENT LAND OFFICE
PLAT THAT INDICATES THE PEARSON SURVEY OF 1893. THIS CALCULATION PLAT WAS
RELIED UPON FOR THE PREPERATION OF THE FORESTRY ROAD EASEMENTS AND WAS
PROVIDED TO THE RIVERSIDE COUNTY ASSESSOR FOR TAX PURPOSES. THE USFS WAS
AWARE OF THE LACK OF MONUMENTATION IN SECTION 5, AND HAD RECOVERED THE EAST Y4
CORNER IN 1945 THAT IS APPROXIMATELY 330 FEET NORTH OF THE CALCULATED PEARSON
POSITION. THE USFS PLAT WAS PREPARED BASED UPON THE FOUND POSITION OF THE
-
NORTH WEST CORNER,, ONLY.
TO AVOID THE RECREATION OF THE USFS ROAD EASEMENTS, AMEND TAX ROLLS,, AND AN
EXTENSIVE RETRACEMENT SURVEY OF SECTION 5, OUR CLIENT, ANDREW BIRCHARD, CURRENT
OWNER OF THE WILLIAMS RANCH PROPERTY, IS AGREEABLE TO ACCEPT THE USFS PLATTING
OF THIS LAND. SURVEYED AREA IS 157.99 ACRES.
SECTION 4
S41S3
S9 sio
53
1981.78" (EAST 1980.009) SECTION 5
N89*18"16"E 5380.78 5380.78
POSITION OF SE CORNER OF
<WEST 5280"> #52315456.93
001
SOUTH LINE OF SECTION 5 N89"18"16"E 10761.56' <109560.00'p> SECTION 5 PER 1893 PEARSON SURVEY. SEARCHED FOR N:
SEARCHED FOR SW CORNER
SECTION 5. NOT FD. EST. PER 1893 PEARSON SURVEY WITNESS CORNER 1 CHAIN E: 6371812.19
SOUTHERLY. NOTHING FOUND. FD 2" I.P. W/ STEEL CAP, U
BY PRORATION BETWEEN CALCULATED POSITION OF
THE NW CORNER OF SOUTH 1/4 CORNER OF SECTION 8 2.2". NO REF. ACCEPTED AS
THE SE CONER OF SECTION
SEC11ON 5 AND THE SW SECTION 9
49 T2S9 R
SEC11ON 5 PER PEARSON
CORNER OF SECTION 8 LEGEND: l ER
SURVEY. NOTHING FOUND.
7 8
— 18 17 SEARCHED FOR NW CORNER
SECTION 17. NOT FD. EST. BY
PROLONGATION OF RECORD
DISTANCE AS SHOWN ON PM
177661, PMB 146/47-50
SEE DETAIL spAm
AT LEFT
INDICATES PROJECT BOUNDARY PER UNITED STATES OF AMERICA PATENT NO. 856781, DATED MARCH 30, 19229 AND AS
DETERMINED BY U.S. DEPARTMENT OF AGRICULTURE SERVICE PLAT BY H. FATH DATED JANUARY 31, 1984
INDICATES RECORD DATA PER U.S. SURVEYOR GENERAL'S OFFICE DATED OCTOBER 11, 1895 (G.W. PEARSON SURVEY,, 1893)
/ T! ON ANGLE TIE FROM THE WEST LINE OF SECTION 5 TO THE NORTHWEST CORNER OF THE SUBJECT A\ INDICATES DEFLECTION \2/ PROPERTY AS SHOWN ON U.S. FOREST SERVICE PLAT OF JANUARY 31, 19849 SAID ANGLE BEING 331,419240
500 0 250 500 1000 2000
INDICATES RECORD DATA PER PARCEL MAP NO. 177669 PMB 146/47-50
- 0 A
INDICATES DATA PER USFS 1984 CALCULATION PLAT
1 500'
0 INDICATES SET" I.P. W/ NAIL & TAG,, PLS 5137, FLUSH RIV CO 25-0033