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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: DOCUMENT N0. 2022-0425357 RECORDED OCTOBER 12, 2022.
SCALE FACTOR NOTE
DISTANCE SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY BE
OBTAINED BY MULTIPLYING GROUND DISTANCE BY A COMBINATION FACTOR OF
0.9999464276.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
876 OF THE PRQFESSI ND SURVEYORS' ACT THIS
__�� _DAY OF e _, 2024.
DAVI c ILLAN, COUNTY SURVEYOR
P.L.S. 8488
EXPIRATION DATE. 12/31 /24
M c��2
No. 8488 v
n z
* Exp: 12-31-2024
s�oFca��F�
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 MAY, 2022.
*199:ZZ4 5 zvow NY
ANTHONY HARD, P.L.S. No. 7635 Q�Q off'
EXPIRATION DATE: 12/31/24 No. 7635
JN: 951-2933 Exp: 12-31-2024
REFERENCE MAPS
R1 DENOTES RECORD OF SURVEY R.S. 84/54-55.
R2 DENOTES GLO NOTES VOLUME R 177/131 DATED 7/10/1856
R3 DENOTES BLM NOTES VOLUME R 582/108 DATED 5J18/1989
R4 DENOTES GLO NOTES VOLUME R 452/1 DATED 6/9/1917
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6, (CCS83 2017.50 EPOCH),
AS DETERMINED LOCALLY BY A LINE BETWEEN STATIONS »GMPK» AND
"P623", BEING N08°40'10.55"E.
It -.Rk LAI411111111"ikmA I
TANO-rui
THE COORDINATES SHOWN HERON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, NAD83,
ZONE 6, (CCS83 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:
MONUMENT SYMBOLS
• INDICATES FOUND MONUMENT, 6" UP, STAMPED
AS SHOWN, UNLESS NOTED OTHERWISE.
O INDICATES SET 1" IP WITH BRASS TAG, STAMPED
(P.L.S. 7635) 6" UP, UNLESS NOTED OTHERWISE.
() INDICATES RECORD DISTANCE PER R2.
STATION
NORTHING
FASTING
GMPK
1965186.82
6997583.11
P623
2380215.11
7060865.99
BEING A SURVEY OF THE NORTH HALF OF SECTION 14, TOWNSHIP 7 SOUTH, RANGE 20 EAST,
SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF.
MADOLE & ASSOCIATES INC. MAY, 2022
T6S, R20E
I
� I
� ° '(10,560-00)35 36
3435 N89 08 35 E 10,618.86'
1
51309.43—
--- —---------- _---
i(5o280-00y)1 5,309.43' (5,20.00'}2 1 3 2 EST BY. I
8 1 SINGLE I
4j I I PROPORTION I
F
S� R V E y ��
Q T6S R20E c
� 35136 0
2 1
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS H DAY OF Gr 20Zy . AT M.
IN BOOK L to Z OF RECORDS OF SURVEY, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
N0. ZOttl a, OD 144 4f 8 6
FEE: St GI.<6
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: (�ta%C.��� �"1't�77' ,DEPUTY
Q� • �'F TOWNSHIP/SECTION LINE I
< ` T6S R20E �� I d-
�► «,��- wI T7LS R203E
p0N 2
S93S33S34 � 5
S4 S3 I �? 1 0
: C> T7S, R20E :�. IDENTICAL
Tt I w POINT
cv
G 0 1CO
c I U-,
o f 'r? I o Y)/ CO
z I a 1 `- �i (6 LAND
I 2 3
10 11 11 I 12 `v �� i
I 1 T7 S
° � ?� -� N89°40'S2"E 2 657.33'(21648.251) N88 56 09 E 2,653.45 2,648.25 } N89 01 05 E — — R20E R21 E Lp
N 89 2514 E —
5,279.81
1 (512 7 0.10)5
MONUMENT NOTES
1
FD. 2» IRON PIPE, BRASS CAP, 9" UP, MARKED AS SHOWN, ACCEPTED AS SECTION CORNER PER R1.
2
FD. 2» X 2» WOOD POST, 2' UP, ACCEPTED AS NORTH 1/4 CORNER PER R2, SET NAIL & BRASS TAG,
STAMPS D ' PLS 7635".
3
FD. 2» IRON PIPE, BRASS CAP, 8" UP, MARKED AS SHOWN, ACCEPTED AS SECTION CORNER PER R4.
4
FD. 2" IRON PIPE, BRASS CAP, 8" UP, MARKED AS SHOWN, ACCEPTED AS SECTION CORNER PER R4.
5
FD. 2» X 2» WOOD POST, 2' UP, ACCEPTED AS SECTION CORNER PER R1 & R2.
6
FD. 2» X 2" WOOD POST, 2' UP, ACCEPTED AS SECTION CORNER PER R2.
7
FD. 2» IRON PIPE, BRASS CAP, 6" UP, MARKED AS SHOWN, (NO REFERENCE) ACCEPTED AS SECTION CORNER.
8
FD. 2" IRON PIPE, BRASS CAP, 5" UP, MARKED AS SHOWN, ACCEPTED AS SECTION CORNER PER R3.
NW CORNER j NORTH 1/4 CORNER
EST. BY DOUBLE
PROPORTION �
SECTION LINE
-. rRaNT DEED: DOC.# 2022 1 0425357 RFC. 10/12/2022
s
u
UO
0
0
co clq
0
WEST 1/4 CORNER
Ln EST. BY SINGLE
PROPORTION
I
I cv
NW 1/4 I NE 1/4
N
I
I
1/4 SECTION LINE 1
I
L1
c� I
ro 1
U-) I
I CEN TER OF SEC.
2 649.75' I EST. BY INT. 21651.67)
N89°22'35"E 5 301 49
1— — 5 304.74' (59285-940) j S12 :;0
13 S13
0
0
d-
m
w
UO o
0
N coN
d-
Ln
EAST 1 /4 CORNER
EST. BY SINGLE
PROPORTION
CONVERGENCE ANGLE
0°45'41.392» o
� o
W
J
v
7 911
I
SCALE N FEET
1 �,
CONVERGENCE ANGLE DETERMINED AT NORTH 1/4
}
d- I
1 �'
CORNER OF SECTION 14; WITH THE FOLLOWING
I
I00
P0
COORDINATES:
1
o I^
LO
d- I
^ I CD
o l
N: 2,153,603.95
0 0
I
o I
z
E:6,983,767.68
0 a
z 1
z 1 w
of
EL: 439.97
I N NLO
N I
SW 1 4 I c� SE 1/4 w l P� LAND
� N.A.P. I N N.A.P.
ug T7S ��,
to J,
I U; R20E R21E G
I N N 1 r4-71
I I -
I I I c
v
I I SECTION LINE 1
I SECTION LINE I 1
SOUTH 1 4 CORNER SE CORNER /4EST. BY SINGLE EST. BY DOUBLE I.1 2 637.361 PROPORTION 2 637.36' PROPORTION I 13 N88°48'47"E
SW CORNER 2,646 0 ( } 2,646.10 (, } —---___---15%— --- ----- --- a—> ------ -- _—_—_.----- _
6 39 E 5 292.20(51274.72 5,311.62 (5,293.20 )N89 2 1 )
22 123 23 24
w
C) l T ;
w N
00
0 '-
a ai�
6 �1
zl
IDENTICAL
POINT
STATION "P623$1
N : 2, 380,
215.108
E• 7,060,865.992
EL: 984.435
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STATION "GMPK"
N:1,965,186.818
E• 6,997,583.107
EL: 2,052.050
RIV. CO. 23-051