rs162_094BASIS OF BEARINGS
THE BASIS OF BEARING FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6, (CCS83 2017.50 EPOCH), CONVERGENCE ANGLE
AS DETERMINED LOCALLY BY A LINE BETWEEN STATIONS °BLYT" AND
"P511", BEING N61'01'20.98°W. OF 0'46'33.114° o
kl
\ coo
Al
8915122" E 5286.44" (5277.J6")
BEING A SURVEY OF A PORTION OF SECTION 27, TOWNSHIP 6 SOUTH, RANGE 20 EAST,
SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF.
MADOLE & ASSOCIATES INC. JANUARY, 2023
SCALE IN FEET
CONVERGENCE ANGLE DETERMINED AT NORTHEAST
`v CORNER OF SECTION 25; WITH THE FOLLOWING
COORDINATES:
00 N: 2,174, 873.814
E: 6,991,444.400
EL: 565.096
/2
N 88`12'00" E 2647.61 " (2641.98't)
FD. ROCK PILE
SFN; EST BY DOUBLE PROPORTION. PER G.L.O. FIELD
®F ��� l SET 2" I.P. & BRASS CAP; 6" UP. NOTES, VOLUME
R 177 PAGES 109
28 STAMPED AS SHOWN.
T6S R20E 0 THROUGH 130.
S20 S21 �
S29 S28 T6S R20E
� � �� SECTION LINE �,
198 ��, S21 S22
l P'
S28 S27
2023
Na '°L S 7
o °'
N 88'33'43" E 1316.20'
N
� � o
0 0
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o RN)
CJa
ti
r
y
STATION "P 511 " N
N: 2, 267, 681.29 ` 0
E:6,851,175.31 SFN; EST BY SINGLE 1323.65' 1323.65
EL:1005.92 PROPORTION. SET 1"
I.P. TAGGED PLS 7635. N 88`55'26" E
SHEET 1 OF 1 SHEET
RECORDERsS STATEMENT
FILED THIS DAY OF_�/�!l _J� 20 Z.q . AT16:5Z.M.
IN BOOK � 4 Z OF RECORDS OF SURVEY, AT PAGE q� ,
AT THE REQUEST OF THE COUNTY SURVEYOR.
N0. t6t(4-o 601!Y S 1 I FEE: 24 g• biq
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: C60zpdie;?tle*
,DEPUTY
STATION 1PP511"
N: 2,267,681.29
E: 6,851,175.31 �
PURPOSE OF SURVEY EL:1005.92
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY OF FEE
PROPERTY ACQUIRED BY WItDHERON HOLDINGS, LLC., AS INDICATED BY THE FOLLOWING SCALE FACTOR NOTE
GRANT DEED: INSTRUMENT N4. 2023-0029408 RECORDED 1/31i2023.
DISTANCE SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY BE
SURVEYOR'S STATEMENT � OBTAINED BY MULTIPLYING GROUND DISTANCE BY A COMBINATION FACTOR OF
0.9999453377.
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL �072
LAND SURVEYORS' ACT AT THE REQUEST OF, WILDLANDS, IN JANUARY, 2023. �98h�
2400'm�
�oN� � eFgRiN S �F� � "I203
�°�
ANTHONY HARD, P.L.S. No. 7635 a Q o GS � 0'
JN:951-2982 No. 7635
.� Exp: 12-31-2024 � � NUJ
� N 89 08'06" E 2648.96 (2641.98) - N 89 08'O6" E 10, 609-73' (10.-581-78)
SFN; EST BY SINGLE PROPORTION.
SET 2" I.P. &BRASS CAP; 6 ofUP. �Q T6S �F �
` STAMPED AS SHOWN. T6S R20E � R20E R21E'o
S22 S23 S24 S19 STATION BLYT
S27 S26 � N:2,169,173.13
SECTION LINE G� S25 S30 � E:7,029,053.40
SECTION LINE 2023 0,�, 1989 Gc� EL: 392.15
pC S 7 63� �qN D MPNP
t)� Ill; Lb 1 b Y
INTERSECTION.
� � SECTION LINE
(III N3
NO
SW 1 /4 N
N)rn N.A.P. ° N
00
SECTION LINE
\ � � T6S, E S28 S2�7�
S33 S34
z
1989
� SFN; EST BY SINGLE
� 2647.32' (2646.9J) PROPORTION.
5295.45'
HORIZONTAL & VERTICAL DATUM
THE COORDINATES SHOWN HERON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, NAD83, ZONE 69
(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:
STATION
LATITUDE
LONGITUDE
ELLIP. HGT.
BLYT
N33'36'37.479597n
W114'42'53.417004"
284.488
P511
N33'53'12.952677n
W115'17'45.915244n
899.292
SFN; EST BY SINGLE
PROPORTION. SET 1 pf
R.P. TAGGED PLS 7635.
i
COUNTY SURVEYORS STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS _.1l-_ DAY OF ___ _, 2024.
44.
Na
DAVID L. McMILLAN, COUNTY SURVEYOR
P.L.S. 8488
N.A.P. N
0 0
o ( o
� o
SECTION LINE
FD. WOOD STAKE
PER G.L.O. FIELD
NOTES, VOLUME
R 177, PAGES 109
2647.32 (26469J) THROUGH 130. N89'41'32"W
�-► N 89'10149" E 5294.64' (529386')
mc
'rl
8488 �z-31-2024
(V#n
0 F M\ /�
48,140.26' ..._
IDENTICAL
POINT
STATION "BLYT"
N: 2,169,173.13
E: 7, 029, 053.40
EL: 392.15
RIV. CO. 23052