rs162_095ZOZy—GUNSZ5
mil/ �illCt�
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, WILDLANDS, IN DECEMBER, 2021.
"apo— �7 OIIV2�
ANTHONY HARO, P.L.S. No. 7635
EXPIRATION DATE: 12/31/24
JN: 951-2922
AL
()NY
IT No. 7635
Exp: 12-31-2024
��F M ��el
THE BASIS OF BEARING FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6, (CC583 2017.50 EPOCH),
AS DETERMINED LOCALLY BY A LINE BETWEEN STATIONS "GMPK" AND
"P623", BEING N08*40'10.55"E.
CONVERGENCE ANGLE
OF 0*44'15.4"
NORTH
r
0 600' 1200
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LANy�_YQRS'
ACT THIS DAY OF 2024.
DAVID L. McMILLAN, COUNTY SURVEYOR
P.L.S. 8488
EXPIRATION DATE: 12/31/24
<0'
r
-cc No. 8488 >.
0 z
Exp: 12-31-2024
THE COORDINATES SHOWN HERON ARE ,BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983,
CCS83, ZONE 6, EPOCH (2017.50) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS
8801-8819;SAID COORDINATES ARE BASED LOCALLY UPON FIELD —OBSERVED TIES TO THE FOLLOWING
CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:
STATION
NORTHING
EASTING
ELEVATION
GMPK
1j965j186.818
61997,583.107
2,052.050
GNPS
214259951.164
7,183,975.126
866.607
HNPS
29200,703.789
6,748,610.692
1,401.357
P508
2,034,770.012
6, 812, 763.333
148.755
P51 0
1,997,071.872
69839t193-263
119.113
P511
2t267,681.291
61851,175.308
11005.918
P623
2,380,215.108
7,060,865.992
984.435
MONUMENT SYMBOLS
0 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET 1" IP WITH BRASS TAG, STAMPED
(P.L.S. 7635) 6" UP, UNLESS NOTED OTHERWISE.
() INDICATES RECORD DISTANCE PER GLO PLAT &
NOTES FILED OCTOBER 6, 1856.
REFERENCE MAPS
Rl DENOTES RECORD OF SURVEY R.S. 152/42-45.
R2 DENOTES RECORD OF SURVEY R.S. 84/54-55.
R3 DENOTES RECORD OF SURVEY R.S. 82/29-50.
MONUMENT NOTES
(D
FD. 2"
IRON PIPE, BRASS CAP, MARKED AS SHOWN; ACCEPTED AS SECTION CORNER PER Rl, R2, & R3.
FD. 2"
IRON PIPE, BRASS CAP, MARKED AS SHOWN; ACCEPTED AS SEC11ON CORNER PER Rl.
FD. 2'
X 2' WOOD POST, UP 3.5'; ACCEPTED AS SECTION CORNER 5,4,8,9 PER GLO NOTES FILED OCTOBER 6, 1856.
FD. 2"
IRON PIPE, BRASS CAP, MARKED AS SHOWN; ACCEPTED AS SECTION CORNER PER R3.
5
FD. 2"
IRON PIPE, BRASS CAP, MARKED AS SHOWN; NO REFERENCE, ACCEPTED AS SEC11ON CORNER.
SET 210
IRON PIPE, BRASS CAP STAMPED "PLS 7635 SECTION CORNER 5,6,7,8."
SET 2"
IRON PIPE, BRASS CAP STAMPED "PLS 7635 SECTION CORNER 5,6,31,32."
BEING A SURVEY OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 7 SOUTH, RANGE 20 EAST, SAN
BERNARDINO MERIDIAN, RIVERSIDE COUNTY, CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, APPROVED OCTOBER 6, 1856.
MADOLE & ASSOCIATES INC. MAY, 2022
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY OF FEE PROPERTY
ACQUIRED BY CHRISTINA K. HUTSON 1986 TRUST, AS INDICATED BY THE FOLLOWING QUITCLAIM
DEED: INSTRUMENT NO. 1986-0180159 RECORDED 7/30/1986, O.R.
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT 7 /?THIS L41 DAY OF "Oeorh 20 zy , AT�0��---..M.
IN BOOK 1 (;7. OF RECORDS OF SURVEY, AT PAGE g5 ,
AT THE REQUEST OF THE COUNTY SURVEYOR.
No. Z,bZY- ao Yy ,lZ5
FEE: V 6W
PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER
0
�����I a BY: C�9rJ'Ll� — DEPUTY
SCALE FACTOR NOTE
DISTANCE SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY BE
OBTAINED BY MULTIPLYING GROUND DISTANCE BY A COMBINATION FACTOR OF
0.999951040.
7 N89'020'05E 109657.59' {10,624.68)
5t296.35' (592801 (5,284.021 R2) 33
5,361.241 (5344.68l) 31 2--o
6 NORTHWEST CORNER 2,648.18' (2640 NORTH 1/4 CORNER 2,648.171 {2640') 4
EST. BY SINGLE IEST. BY SINGLE
32 2
0
4NR H V 1PROPORTION. 71
PROPORTION. TOWNSHIP/SECTION LINE 2
LS 3321 IN
T6S T6S R20E
Rl 9S R20E S32S33
S36 S31 SECTION LINE S5,S4
Sl S6 T7S 1989T7S -0
q w
1978 LAB 0
u') co U-)l
r_, 0i C3
cq
C-0 1/4 SECTION LINE *4 `�'
00 00
cq
clq
C%i
ft
CD CD
CD
C6
LO
rl*-- I f Cli00
04 1/4 SECTION LINE Lo WEST 1/4 CORNER
EST. BY SINGLE
PROPORTION. N89*21'57"E 51307.20' __0
0— N
1,326.80' CENTER OF SECTION 21653.60' EAST 1/4 CORNER
1 l326.80'
NOTHING FOUND OR SET EST. BY SINGLE
00
PROPORTION.
EST. BY INTERSECTION PO
LO LO
L0 C)
C) 00 L0 z
z (3)
LO "Lo
co
Ir- 00
ro
to z SECTION LINE
lcEST. BY INTERSECTION
N89"22'53"E 2,656.31' c)
LO
1
19328.15' 1 l328.16' C344-
CN
T7S QU0LAM DEED C)
R19E R20E 1986-0180169 u")
un b
00 a_Sl S6 7/30/1986 C:) V_
S12 S7 00 °' z
T_
4ft
1978
LS3321 EST. BY DOUBLE
PROPORTION. 3
SOUTH 1/4 CORNER
4 6 EST. BY SINGLE
PROPORTION. 4
6 1p329.511 11329.511 F 2.p659.02 4
N89007'04"—W+(-55,1331381..3478N89*23'49"E 51318.03' {5,298.48')7q�- QPrTl)KIMP
.1
11
C)
L0
Vi
00
CNI CO 00_.:
04
lql- I r, 4%
0 LO L0 '0
z
5
STATION PlP62311
N: 2, 380, 215.108
E: 71060,865.992
EL: 984.435 AM
/T
IDENTICAL ov
POINT
0
QD
co
0
C**,
00
i47j
ft
L0
LIO
C)
IV-
00/
C)
IDENTICAL
POINT
(00
o cq.
00
STATION "GMPK"
:1,965,186.818
E: 6,997,583.107
EL: 2,052.050
RIV. CO. 23-038