rs165_080`'- 1161.84'
FD 1" I.P. LS 3291, DN 0.50'
PER PMB 151 /35-38 & R1.
ACCEPTED AS CENTER 1/4
SECTION 21
0
-P
�
N
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rn
1
1110.94'
rn
FD REBAR UP 0.70. NO REF.
•
DID NOT FIND 1 I.P. RCE
0
30171 PER R1 & R4. DID NOT
ACCEPT. EST. BY PRORATION.
REBAR IS N07030'51 "W 0.16'
FROM CALCULATED POSITION.
SW 1/4
SE 1/4
#8
N: 2299885.38
E: 6273858.77
FD 2" I.P. W/ NAIL & TAG.
RCE 30171, FLUSH. PER R1
AND R2. ACCEPTED AS THE S
1/4 CORNER SEC 21.
N89'31'21 "W 2323.68' (2323.62' R1)
SEARCHED FOR C-E 1 16
CORNER, NOT FOUND. EST.
BY PRORATION
1161.840
N
E
S
1"=200'
200 0 100 200 400
FD 1" I.P. OPEN, UP 0.50', NO
REF. DID NOT ACCEPT FOR THE
FD 1-1/2" I.P. W/ TAG, RC
7304, FLUSH, PER R1.
ACCEPTED AS THE E 1/4
CORNER SEC 21-22.
EAST LINE OF THE WEST 1 /2 ��
OF THE WEST 1/ S
2 OF THE NW NN'
0 1/4 OF THE SE 1/4 OF THE
N 0 SE 1/4. S23'43'16"E 0.24'
o °o FROM THE CALCULATED
(A o POSITION FD NAIL & TAG RCE 30171
L' FLUSH IN CONCRETE DRIVEWAY,
IN LIEU OF 1 I.P. RCE 30171
PER R1. ACCEPTED AS THE NE
CORNER OF THE WEST 1 /2 OF
N89032'36"W 2221.63'
(2221.85'
R1 & R4)
THE NW 1/4 OF THE SE 1/4
1110.68' OF THE SE
1/4
138.82
277.64
138.82
277.70'
555.34'
FD NAIL & TAG RCE 11436 IN
BOULDER. NO REF. DID NOT
555.34
555.47' R1)
833.04' (833.19' R1)
ACCEPT. EST. BY
INTERSECTION. NAIL & TAG IS
N66059'40"E 0.91' FROM
CALCULATED POSITION.
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E 1 /2
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E 1 /2
NE 1/4
NW 1/ 4
NW 1/
NW 1/4
SE 1/4
SE 1/ 4
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SE 1/4
SE 1/4
SE 1/ 4
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SE 1/4
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IN THE UNINCORPORATED TERRITORY' OF THE COUNTY OF RlVfRSIDE, STATE OF CALIFORNIA
9
origl000
X%10
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
RECORD F U RV EY FILED THIS _.IfQ__ AY OF
_.A.RLLL 2015 ID-�gA.M.
IN BOOK J�_ OF RECORDS OF
BEING A SURVEY OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER THEVEYRE, AT
OUESTOFETHE$COUNN AT
OF SECTION 21., TOWNSHIP 2 SOUTH, RANGE J WEST, SAN SERNARDINO MERIDIAN SURVEYOR
No. aoa5-o1ias,0�,,.,n
HILLWIG-GOODROW, INC. JUNE 2024 FEE:
BASIS OF BEARINGS:
(NOT TO SCALES FP
CR
� �o-I� Iro. ro
PCs Iro
co
PROJECT Q
SITE 61
00
MLFP00
� N84'4107"W 111,549.
o N84 41 070W ) )1 61' (GRID)
, 561.49 (GROUND)
B ASIS pF BEA
w RINGS
N
0
to
w
w
LO z
� o
o z
z
M
0 0
z
r-� cu X' SEARCHED NOT FOUND. EST.
SEARCHED FOR E 1 16 o c.� ) BY PRORATION
CORNER, NOT FOUND. EST. 530.01 (`' �' Q � 21
BY PRORATION 265.01'
132.50' 132.50' 265.01' 530.02'
1060.04' 927.53'
1060.03'
N89034'45"W 2120.07' 2120.089 R1 -..-
FD 1" I.P. WZ PLASTIC PLUG
�,6l RCE 30171, FLUSH, PER R2.
66 �6 MONUMENT IS ON LINE
Q� SEARCHED FOR THE SE
CORNER OF THE WEST 1 /2 OF
THE NW 1/4 OF THE SE 1/4
OF THE SE 1/4. NOT FD. EST
BY PRORATION
583.17 (583.27 R2)
2
668.31' (668.41' R2)
870.63' (870.88' R2) \FD 1" I.P. W/ PLASTIC PLUG, RCE
301719 DN 0.50', PER R2.
MONUMENT IS N00'25'159'W 0.1 '
FROM LINE (MONUMENT DESCRI ED
SET AS FLUSH PER R2)
#2001
N: 2301176.25
E: 6275982.39
FD 1" I.P. W/ PLASTIC PLUG
RCE 30171, FLUSH. PER R1.
ACCEPTED AS THE S 1/16
CORNER SEC 21-22 AND NE
PROPERTY CORNER.
MLFP
SSOR-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 SHANNON KIRK TRUST IN JUNE, 2024
\ONP` LANo
T� �G
SCOTT A. BROTCHIE, P.L.S. 9107
LICENSE EXPIRES 09/30/26
� No. 9107 �
P584
EXP. 9-30-26
�q
TF OF CA1.\F��
COUNTY SURVEYOR'S STATEMENT
CONVERGENCE ANGLE AT
POINT 2001 IS-00031'04"
POINT #2001
N - 2301176.25
E-6275982.39
EL- 2694.709
TIES TO PROJECT CONTROL
(NOT TO SCALE)
1Q N60'34'17"E 41,557.57' (GROUND)
2Q N60'27'58"E 44,041.51 ' (GROUND)
3Q N66'1315799W 79,506.060 (GROUND)
N67'40'28'1N 80,954.96 (GROUND)
22 FD 2" I.P., BENT AT TOP,
FLUSH. ACCEPTED VERTICAL
POSITION OF PIPE. REPLACED
W/ 1" I.P. & PLASTIC PLUG,
PLS 9107, FLUSH. ACCEPTED
AS THE SE CORNER OF
SECTION 21
27
J2001
9 561-49' - �%71mu)
(GROUND)
BASIS OF BEARINGS
(ORS STATIONS
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 876 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS a DAY OF L 2025
-- -- - p�Pk LA NQ
DAVID L. MCMILLAN ' COUNTY SURVEYOR az-
44,
aQ LS 8488 EXPIRES: 12-31-26 o
No. 8488
EXP. 12-31-26
F OF CAS- \F
COUNTY SURVEYOR'S NOTE
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS
RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN
COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2
(COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND
RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT
HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
p,t LAND
MA
0 oQ' �2 �c
DAVID L. MCMILLAN, COUNTY SURVEYOR � o�
LS 8488 EXPIRES: 12-31-26
* No. 8488
EXP. 12-31-26
tp�9TF
\P
�CA��FOF,
STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPERTIES DESCRIBED IN A
GRANT DEED RECORDED JUNE 169 2021 AS DOCUMENT NO. 2021-0363763, OFFICIAL
RECORDS OF RIVERSIDE COUNTY.
SURVEYOR'S NOTES:
R1: INDICATES RECORD DATA PER RECORD OF SURVEY 114/43
R2: INDICATES RECORD DATA PER PARCEL MAP N0. 20965, PMB 166/64-67
R3: INDICATES RECORD DATA PER RECORD OF SURVEY 53/28
R4: INDICATES RECORD DATA PER TRACT MAP N0. 26837-1, MB 255/36-41
• INDICATES MONUMENT FOUND AS NOTED
P584 O INDICATES SEARCHED, FD NOTHING. SET 19 I.P., PLS 9107, DOWN 0.20
0
STATE PLANE, NAD 83, CALIFORNIA ZONE 6. (GRID EPOCH 2O17.50�
MLFP P584
N-2279468.79 N-2269136.47
E-6237667.54 E-6348737.60
CRFP BASIS OF BEARINGS:
N-2322764.90 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
E-6304245.39 rnnRnwarF SYSTFIuI C:(:CRl 7nNF R RACFn i nrai i v nN rnnlTPnl
STATE PLANE. NAD 83, CALIFORNIA ZONE 6._ (GROUND
MLFP P584
N-2279466.48 N-2269133.06
E-6237663.45 E-6348745.35
CRFP
N-2322767.20
E-6304248.39
STATIONS "MLFP", "P584" AND "CRFP" NAD 83 ,EPOCH 2O17.50(NSRS2011)
AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED
BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN
PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND
DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED
BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF
0.99989359. CALCULATIONS ARE MADE AT POINT #2001 WITH COORDINATES
OF N:2301176.25 E:6275982.39, USING AN ELEVATION OF 2694.70'.
RIV-CO 24-0119
� �0