rs164_0074\�
MONUMENT SYMBOLS
• INDICATES FOUND MONUMENT, 6" UP, STAMPED
AS SHOWN, UNLESS NOTED OTHERWISE.
() INDICATES RECORD DATA PER G.L.O. PLAT OF
T.6S., R.21E., S.B.M., ACCEPTED APRIL 1, 1918;
AND G.L.O. FIELD NOTES PER VOLUME R 4521
PAGES 131 THROUGH 169.
SFN INDICATES SEARCHED; FOUND NOTHING.
17
�I
IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF RIVERSIDE, STATE OF CALIFORNI
7
'EING A SURVEY OF FRACTIONAL SECTION 16, TOWNSHIP 6 SOUTH, RANGE 21 EAST,
MERIDIAN
ACCORDING TO THE OFFICIAL PLAT THEREOF.
,, , ,TES INC. JANUARY, 2023
SCALE FACTOR NOTE
DISTANCE SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY BE
OBTAINED BY MULTIPLYING GROUND DISTANCE BY A COMBINATION FACTOR OF
0.9999453377.
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
Fll Fn THIq log )AY OF02% A&W4 gn 14 A T WVV���
IN BOOK «D� OF RECORDS OF SURVEY, AT PAGE
AT j
REQUEST OF THE COUNTY SURVEYOR.
No.
FEE: 6 R.00 _
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
� 4 ��' ? BY: SLl'0 , ���I►.ugM���� ,DEPUTY
N
� sslsio Z COUNTY SURVEYOR'S STATEMENT
o THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
� 1911 I � 8766 OF THE PROFESSIONAL LAND SURVEYORS
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY OF FEE
PROPERTY ACQUIRED BY WILDHERON HOLDINGS LLC., AS INDICATED BY THE FOLLOWING
GRANT DEED: INSTRUMENT N0. 2022-0506067 RECORDED 12/19/2022 O.R.
N89'1 Y16 "E 4880. 3i'
,/7 3 0 X; rN d qRO M ")
THE COORDINATES SHOWN HERON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983,
CCS83, ZONE 69 (2017.50 EPOCH) 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
LATITUDE
LONGITUDE
ELLIP. HGT.
BLYT
N33036'37.479597"
W114"42'53.417004"
284.488
P511
N33'53'12.952677"
W115*17'45.915244of
899.292
� ACT THIS DAY OF _ �,�'5��� , 2024.
0) � L. M cM
DAVID L. McMILLAN, COUNTY SURVEYOR
� P.L.S. 8488 ¢ No. 8488 v
o Z
IZ � Exp: 12-31-2024
POR. o POR. s �,
I TR. 44 I o TR. 44
L 1 = N8974'10 "E 397.64' N
(6.0 CH 397.98) I I Q
I N897512 E 4897.58
(74.27 CH 4901.82
,�k, - �, - -I-
L 1 SFN; EST. BY
DOUBLE PROPORTION
POR. 1
`\Ns .
j \2
» y .
STATION P511
N: 2,267,681.29
.s$ '3 '
8 II 1
�20"\E. 6,851,175.31 9110
EL:1005.92 IDENTICAL -- -;----
N6 POINT \ 15
1 17 i
`\ / 6 a _--_-- I &—_—....--- \
\\ C,! n
q?0
'psi \\\V� 17 1 15
O\
22
2O 21 21'
IDENTICAL
BASIS OF BEARINGS \\14?0 POINT
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA 3,
COORDINATE SYSTEM OF 1983, CCS83, ZONE 61 (2017.50 EPOCH), bra,
AS DETERMINED LOCALLY BY A LINE BETWEEN STATIONS "BLYT" AND \\`�
P511 , BEING N6101 20.98 W.
STATION "BLYT"
`\ N: 2,169,173.13
;' ->i'' E: 7, 029, 053.40
EL:392.15
T6S R21E
S10 S11 cn
S15 S14
� 1911
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 JANUARY, 2023.
ANTHONY HARD, P.L.S. No. 7635
EXPIRATION DATE: 12/31 /24
JN:951-2982
4 � No. 7635 �
y� Exp: 12-31-2024
OF C
1 S15
T S22 jj
191�
-�- N89 *02'36 "#E 2638. 61 ' (N89*56"W 2641. 98)
T6S R21 E
� S28 S27 cn
S33 S34
� 1911
CONVERGENCE ANGLE
OF 0'47'54.812"
0
0
�o
I I
ti
w
U
v1
NORTH
600' 1200' 1800'
SCALE IN FEET
CONVERGENCE ANGLE DETERMINED AT SOUTHWEST
CORNER OF SECTION 16; WITH THE FOLLOWING
COORDINATES:
N: 2,181,933.50
E: 7, 003, 918.53
EL:1184.86
2400'
RIV. CO. 23-053