rs161_024wm',96'm
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 1 SHEET
-0 57'05.11 "
c`' oALL THT ?
BOOK 17 PAGES �3 THROUGH 20, INCLUSIVE OF LOT 5J OF OF MAPS,BRECORD SHOWN TRACT NO. 5. AS OF RIVERSIDE COUNTY, RECORDER'S STATEMENT
CALIFORNIA, WHICH UES WESTERLY OF THE WESTERLY LINE OF THAT CERTAIN PARCEL OF FILED THIS 5 DAY OF cl 2023
LAND CONVEYED TO THE STATE OF CALIFORNIA, BY DEED RECORDED AUGUST 12, 1954 IN
N BOOK 1619 PAGE 117 OF OFFICIAL RECORDS, RIVERSIDE COUNTY CALIFORNIA. LYING AT M., IN BOOK 141 RECORDS OF SURREY, AT
4 WITHIN SEC 110N 15, TOWNSHIP 6 SOUTH, RANGE 4 WEST S.B.M. PAGE c,�D q , A T THE REQUEST OF THE COUNTY SURVEYOR.
CONVERGENCE ANGLE AT AUGUST 2022 PROJECT DESIGN CONSULTANTS GARY L. HUS PLS 7019
STATION 1 N0. o70cX% 0)9 tt SO%
:Zl'- - - ELEVAl10N=1377.18 NA VD -88 CONTROL DETAIL FEE,��%�'�-
� CSF= 0.99990818
Q •� GRAPHIC SCALE CNPP PID: DH 7054 a PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
� N 33'51'27.46404" N�6'36�2 5E MLFP PID: DH7093
� �
100 0 50 100 200 W 11 7 3632.06237" 9103 � N 3335'06.24063"
ELLIP HT 301.019 METERS '' W 11779'04.60200"
N 2,258,38200 USFT � 1 o ELLIP HT 473.693 METERS BY.• EPUTY
( IN FEET) E 6,149,110.97 USFT � 1� W N 2,279, 468.18 USFT
1 inch = 100 ft�� o E 6,237, 668.03 USFT
STATION 1 �
\ SET REBAR W/ PLASTIC CAP � 1 �! �
STAMPED "SURREY CONTROL" \
BASIS OF BEARINGS \ N 3338'49.57732
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA W 117171 7.53706 �N�� � SURVEYOR'S STATEMENT
COORDINATE SYSTEM, NAD83(2011), EPOCH 2010.00, ZONE 6, ELLIP HT: J87.00 METERS o, ro\
N 2,180,657,62 USFT cA_�r 1 z THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
IN ACCORDANCE WITH THE CA. PUBLIC RESOURCES CODE SEC. ,P •�r o
8801-8819; AS DETERMINED LOCALLY BY STA 11C GNSS TIES
E 6,245,707.47 USFT �r.�a, DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
» � � � ELEV. 1377.18'(NA VD88�Io � LAND SUR I/EYOR'S ACT A T THE REQUEST OF AFFIRMED HOUSING IN JULY2021.
TO CORS STATIONS MLFP CNPP P474 FURNISHED BY
THE NATIONAL GEODEI7C SURVEY (NGS). SEE CONTROL DETAIL N27'36'00"W
HEREON.\ � 96.61 '
\�
(N27"J4"10"W � , � LAND S
DISTANCES SHOWN HEREON ARE GROUND DISTANCES TO 96.71')l ' �,5� *i �• 06"Caq%?o Z 3
OBTAIN GRID LEVEL DISTANCES, MULTIPLY DISTANCES BY � P474 PID: DG9734 � �� � His F,�
COMBINED SCALE FACTOR (CSF) 0.99990818 SAID CSF N 3321'18.68095" � � GARY L HUS DATE
COMPUTED AT "STATION 1" IMTH ELLIPSOID HEIGHT OF 387.630 W 117i4'55.24209" * No. lots * L. S. 7019
METERS, PER NGS COORDINATE CONVERSION AND J'�� ELLIP HT 183.661 METERS
TRANSFORMATION TOOL (NCAT). QUOTED BEARINGS FROM� �, � N 2,074.,J24-58 USFT
REFERENCE DEEDS/MAPS MAY OR MAY NOT BE IN TERMS OF \��, � �� E 6,256, 718.86 USFT OF CA1-�Fa��\P
SAID SYSTEM. VIC\ POND
N72'48'57"E 54.21' Arl �4
(N 725 ,
432 E 54.05)4 � � A COUNTY SURVEYOR'S STATEMENT
ESTABLISHED BYDGE OFA THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
GRANT BOUNDARY POND
ADJUSTMENT32 0�� OINTS LAND IN � � PROFESSIONAL LAND SURI/EYOR'S ACT THIS pZ�U' DAY OF �"Sd2lUr ,2023.
AlPOND. NOTHING SET���
S3� � E SET, z � STATION 1 �W '��� L� SG
ONN � Cr� SEE CONTROL l `9-, �--v�� ��c'�\Q \'' Mcd1,`,�cG�`� ---- - -
Q o � o„ o� DETAIL AB01/E � � � 90DA 1/ID L. McMILL N P.L.S. 8488
!'�j � .� �� NESS?,� \ * C:)No. 8488 � * COUNTY SURVEYOR
"'b 04)� Yf-
FOUND 1 IRON PIPE,
FOUND 3/" IRON PIPE, N �,h0� � OPEN. MONUMENT PER MB
OPEN. NO RECORD.
� 13 31-34. NOT ACCEPTED,
w ^� �
ACCEPTED AS POINT ��j UES SO2 05'45 "W 0.18' � PURPOSE OF S
ON END OF CURVE
X5(,.A � FOUND 1 " IRON PIPE � THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT
�,, � W\DISC STAMPED r- f1 THE BOUNDARY OF THAT PORTION OF LOT 53, SE DCO TRACT
C) "RlV CO". NO RECORD. Z� CP, CP. `' N0. 58, MAPS BOOK 17, PAGES 13-20 PER CERTIFICATE OF
ACCEPTED AND HELD. cr � � COMPLIANCE N0. 4043 PER INSTRUMENT N0. 1992-177858,
�- NP,�,� RECORDED 05/15/1992 OF OFFICIAL RECORDS, AND TO
�� 1 ��"6'• PORTION OF LOT 53 �� � COMPLY WITH SECTION 8762(a)(b) OF THE PROFESSIONAL
SEDCO TRACT N0. 58 LAND SURVEYOR'S ACT.
m 2 41-� MAPS 13K 17/PG 13-20
Uj � PER CERTIFICATE OF COMPLIANCE
� 3 / 3 N0.4043 REC. 05/15/i992AS
FOUND PLASTIC PLUG AND TACK, �
ILLEGIBLE, FLUSH. NO RECORD. INST.N0. 1992-177858, D.R.
ACCEPTED AS POINT ON CENTERLINE t 'oma,/4 s�� (APN 365-180-004)
O2 FOUND 2" IRON PIPE W\DISC STAMPED �Q `'�' / 5
"L.S 7591" PER C.R. 03-588, FLUSH.CS009"EN83
ACCEPTED RS POINT ON THE O (160. 00")2
0�
CENTERLINE OF TOKAY ROAD. ! N83'51'32_ 160_ .N.F. �• � G
3 FOUND PK NAIL &WASHER STAMPED
�v�v `�v � HELD PARALLEL 1
O "BINGO TRANS'; FLUSH. NO RECORD. - p�G /O� Z t H -, o Q v; �,0000
�
ACCEPTED AS POINT ON END OF CURVE. V FOUND NAIL & `� �
WASHER STAMPED o � � o(N8300� 7 ..� �' Q
10
9E ooU4 FOUND 13/4" IRON PIPE W\DISC STAMPED "RIV CO TRANS" �I�� 160.00 ��
COUNTY SURVEYOR , FLUSH. ACCEPTED AS HELD. SEE CR � N Ng3�5�pp� �
POINT ON BEGINNING OF CURVE. 03-588 � �+�15 ��� ���S.N.F.
4.95( Z
�5 FOUND 2" IRON PIPE, OPEN, FLUSH. ESTABLISHED BY SINGLE
ACCEPTED AS MONUMENT PER MB 13/31-34 PROPORTION � � S83'42_..15 -W �R�/ s`so'a,a�
FOUND PLASTIC CAP
E. HELD. 8 %�� � 9 / � r'?'�
SURVEYOR'S NOTES WTACK, ILLEGIBLE. W\
SEE CR 03-588 ��� o �ti,' BLOCK S `'e��;5.".F z
O INDICATES SETA 2x24" IRON PIPE
10�o- � � o�✓00�
' (N00 40'5 '9*
W
WITH DISC MARKED "LS. 7019"SESEDCO ¢ 35.22)DD1
FLUSH, UNLESS OTHERWSE NOTED %�27p'9, sN020437"wTOWNSITE
A INDICATES FOUND MONUMENT AS NOTED 35.16'
� INDICATES FOUND 1 -*#IRON PIPE W\ DISC STAMPED MB 13/31-34 \ ��� � ��� �1 �'OQ �E�O Z Z , N. F. t� J
"CALIFORNIA DOT" PER RS 205/14-15, FLUSH O � \ �� �� �Oi2 �, �s; wv; S N. F. HELD \1; h� /
N CP N '�RECORD ANGLE
UNLESS OTHERWISE NOTED. ACCEPTED HEREON. 2 c'� I Y 1 1 1�13 o o� &DISTANCE
INDICATES DORS STATION AND DATA FURNISHEDA.
BY NATIONAL GEODETIC SURVEY (NGS).0.
)1 INDICATES RECORD DATA PER RS 20514-15 , 2 � �Rl� $89•Q'3 :;-1 637. 3 7 ��O•`ss1<1
r- O,� r
)2 INDICATES RECORD DATA PER MB 13/31-34 5� 0�„� ���51 a9�8 ���6 RAD 2 �,�yv� �� �sr99-�J�, Q'Kf ,�g�`� ��o�"t5�
( )3 INDICATES RECORD DATA PER MB 17/17 `� 6�126 �5 kh� 91 �� RPS ' � �� 'k t���� 3 �P�� ��`S 6�� °'� �4
)4 INDICATES RECORD DATA PER RS 130/48 � �' �F��54✓SNF. HELD
)DD1 INDICATES RECORD DATA PER DIRECTORS DEED BLOCK P RECORD ANGLE
DOC. N0. 103614, RECORDED AUG. 7, 1973 r� \� � 5 � 6
S N. F. INDICATES SEARCHED, NOT FOUND FOUND 1" IRON ,sem �So�
/.,0����0�
PIPE W\PLASTIC FOUND 2 IRON PIPE, o
I� INDICATES ABUTTERS RIGHTS TO OR FROM CAP PER RS OPEN. ACCEPTED AS
ADJACENT HIGHWAY RELINQUISHED PER BOOK 130/ 97 MONUMENT PER MB
1619, PAGE 117, RECORDED AUG. 12, 1954 13/31-34
NOTE 1: SUBJECT PROPERTY WAS MONUMENTED IN FEBRUARY 2023
� q
NOTE 2: A DILIGENT SEARCH WAS MADE FOR MONUMENTS SET ON ESTABLISHED BY SINGLEsem, �O
THE EAST LINE OF MB 13/31-34, A MAJORITY OF WHICH PROPOR BION
WERE NOT FOUND. SAID EAST LINE WAS ESTABLISHED
BY RELYING ON THE FOUND MONUMENTS ALONG THE
CENTERLINE OF MESA ROAD AS SHOWN HEREON.
poi B street, svree goo
PROJECT DESIGN CONSULTANTS San Diego, CA9z,01
PDann9ng I Landscape A6cHtectuPe I Enigheer9P1g I S4UP49ey 613.235.6471 Tel
619.234.0349 Fax
JOB N0. 4456
CURVE DA TA TABLE
TABLE
NO.
DEL TA
RADIUS
LENGTH
C1
50'43'38"
167.37'
147.75'
75.00)2
(50°33'50"
167.37'
147.71)2
C2
57°42'14"
136.17'
137.14'
C3
50'5'848**
209.65'
186.54'
45.78')2
(50"51"00"
209.65
186.62')2
C4
78'005 `5 7 "'
46.79'
63.78'
C5
47'27'56"
85.80'
71.08'
C6
109 °40'20"
105.67'
202.21 '
(109"40)20"
105.67'
202.21')2
C7
110 °36'46"
109.62'
192.50'
100°17'05"
109.62'
191.87')4
FOUND 1 IRON PIPE,
FOUND 3/" IRON PIPE, N �,h0� � OPEN. MONUMENT PER MB
OPEN. NO RECORD.
� 13 31-34. NOT ACCEPTED,
w ^� �
ACCEPTED AS POINT ��j UES SO2 05'45 "W 0.18' � PURPOSE OF S
ON END OF CURVE
X5(,.A � FOUND 1 " IRON PIPE � THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT
�,, � W\DISC STAMPED r- f1 THE BOUNDARY OF THAT PORTION OF LOT 53, SE DCO TRACT
C) "RlV CO". NO RECORD. Z� CP, CP. `' N0. 58, MAPS BOOK 17, PAGES 13-20 PER CERTIFICATE OF
ACCEPTED AND HELD. cr � � COMPLIANCE N0. 4043 PER INSTRUMENT N0. 1992-177858,
�- NP,�,� RECORDED 05/15/1992 OF OFFICIAL RECORDS, AND TO
�� 1 ��"6'• PORTION OF LOT 53 �� � COMPLY WITH SECTION 8762(a)(b) OF THE PROFESSIONAL
SEDCO TRACT N0. 58 LAND SURVEYOR'S ACT.
m 2 41-� MAPS 13K 17/PG 13-20
Uj � PER CERTIFICATE OF COMPLIANCE
� 3 / 3 N0.4043 REC. 05/15/i992AS
FOUND PLASTIC PLUG AND TACK, �
ILLEGIBLE, FLUSH. NO RECORD. INST.N0. 1992-177858, D.R.
ACCEPTED AS POINT ON CENTERLINE t 'oma,/4 s�� (APN 365-180-004)
O2 FOUND 2" IRON PIPE W\DISC STAMPED �Q `'�' / 5
"L.S 7591" PER C.R. 03-588, FLUSH.CS009"EN83
ACCEPTED RS POINT ON THE O (160. 00")2
0�
CENTERLINE OF TOKAY ROAD. ! N83'51'32_ 160_ .N.F. �• � G
3 FOUND PK NAIL &WASHER STAMPED
�v�v `�v � HELD PARALLEL 1
O "BINGO TRANS'; FLUSH. NO RECORD. - p�G /O� Z t H -, o Q v; �,0000
�
ACCEPTED AS POINT ON END OF CURVE. V FOUND NAIL & `� �
WASHER STAMPED o � � o(N8300� 7 ..� �' Q
10
9E ooU4 FOUND 13/4" IRON PIPE W\DISC STAMPED "RIV CO TRANS" �I�� 160.00 ��
COUNTY SURVEYOR , FLUSH. ACCEPTED AS HELD. SEE CR � N Ng3�5�pp� �
POINT ON BEGINNING OF CURVE. 03-588 � �+�15 ��� ���S.N.F.
4.95( Z
�5 FOUND 2" IRON PIPE, OPEN, FLUSH. ESTABLISHED BY SINGLE
ACCEPTED AS MONUMENT PER MB 13/31-34 PROPORTION � � S83'42_..15 -W �R�/ s`so'a,a�
FOUND PLASTIC CAP
E. HELD. 8 %�� � 9 / � r'?'�
SURVEYOR'S NOTES WTACK, ILLEGIBLE. W\
SEE CR 03-588 ��� o �ti,' BLOCK S `'e��;5.".F z
O INDICATES SETA 2x24" IRON PIPE
10�o- � � o�✓00�
' (N00 40'5 '9*
W
WITH DISC MARKED "LS. 7019"SESEDCO ¢ 35.22)DD1
FLUSH, UNLESS OTHERWSE NOTED %�27p'9, sN020437"wTOWNSITE
A INDICATES FOUND MONUMENT AS NOTED 35.16'
� INDICATES FOUND 1 -*#IRON PIPE W\ DISC STAMPED MB 13/31-34 \ ��� � ��� �1 �'OQ �E�O Z Z , N. F. t� J
"CALIFORNIA DOT" PER RS 205/14-15, FLUSH O � \ �� �� �Oi2 �, �s; wv; S N. F. HELD \1; h� /
N CP N '�RECORD ANGLE
UNLESS OTHERWISE NOTED. ACCEPTED HEREON. 2 c'� I Y 1 1 1�13 o o� &DISTANCE
INDICATES DORS STATION AND DATA FURNISHEDA.
BY NATIONAL GEODETIC SURVEY (NGS).0.
)1 INDICATES RECORD DATA PER RS 20514-15 , 2 � �Rl� $89•Q'3 :;-1 637. 3 7 ��O•`ss1<1
r- O,� r
)2 INDICATES RECORD DATA PER MB 13/31-34 5� 0�„� ���51 a9�8 ���6 RAD 2 �,�yv� �� �sr99-�J�, Q'Kf ,�g�`� ��o�"t5�
( )3 INDICATES RECORD DATA PER MB 17/17 `� 6�126 �5 kh� 91 �� RPS ' � �� 'k t���� 3 �P�� ��`S 6�� °'� �4
)4 INDICATES RECORD DATA PER RS 130/48 � �' �F��54✓SNF. HELD
)DD1 INDICATES RECORD DATA PER DIRECTORS DEED BLOCK P RECORD ANGLE
DOC. N0. 103614, RECORDED AUG. 7, 1973 r� \� � 5 � 6
S N. F. INDICATES SEARCHED, NOT FOUND FOUND 1" IRON ,sem �So�
/.,0����0�
PIPE W\PLASTIC FOUND 2 IRON PIPE, o
I� INDICATES ABUTTERS RIGHTS TO OR FROM CAP PER RS OPEN. ACCEPTED AS
ADJACENT HIGHWAY RELINQUISHED PER BOOK 130/ 97 MONUMENT PER MB
1619, PAGE 117, RECORDED AUG. 12, 1954 13/31-34
NOTE 1: SUBJECT PROPERTY WAS MONUMENTED IN FEBRUARY 2023
� q
NOTE 2: A DILIGENT SEARCH WAS MADE FOR MONUMENTS SET ON ESTABLISHED BY SINGLEsem, �O
THE EAST LINE OF MB 13/31-34, A MAJORITY OF WHICH PROPOR BION
WERE NOT FOUND. SAID EAST LINE WAS ESTABLISHED
BY RELYING ON THE FOUND MONUMENTS ALONG THE
CENTERLINE OF MESA ROAD AS SHOWN HEREON.
poi B street, svree goo
PROJECT DESIGN CONSULTANTS San Diego, CA9z,01
PDann9ng I Landscape A6cHtectuPe I Enigheer9P1g I S4UP49ey 613.235.6471 Tel
619.234.0349 Fax
JOB N0. 4456
ESTABLISHED BY HOLDING
RECORD DISTANCE PER
LO 416550, ON FILE IN
CAL TRANS DIS TRI C T 8
�.
RW ENGINEERING DEPT.
a\
N NO
oc� o
N
ES TABLI SHED BY
GRANT BOUNDARY
AD JUS TMEN T z
�. `w, ` o
um
FOUND 2" IRON PIPE,
OPEN. ACCEPTED AS
MONUMENT PER MB
31 f34.
LINE DA TA
TABLE
NO.
BEARING
DISTANCE
Ll
N00 °01 '17"E
74.95'
(SOO°21 '00"E
75.00)2
L2
S57'22 *29 "E
74.87'
S57°51 '00"E
75.00' 2
L3
S57°2229 i
45.84'
(S57'5'1'00*"*E
45.78')2
L4
S36 °4629 "E
109.94'
(S3726`00"'E
110.00))21
L5
N72'53'51 "E
49.99'
(N 72 °14'20 "E
50.00')2
L6
N39°37'18"E
160.00'
N39 005'10 "E
160.00' 2
ESTABLISHED BY HOLDING
RECORD DISTANCE PER
LO 416550, ON FILE IN
CAL TRANS DIS TRI C T 8
�.
RW ENGINEERING DEPT.
a\
N NO
oc� o
N
ES TABLI SHED BY
GRANT BOUNDARY
AD JUS TMEN T z
�. `w, ` o
um
FOUND 2" IRON PIPE,
OPEN. ACCEPTED AS
MONUMENT PER MB
31 f34.