rs160_0991 1 11 11 it � 11
CAL C'D BY BEARING -
BEARING
RR R/W PER R1,R2,R5,R12,R7
& R11,
SCALE,, 11
= 100'
SFN TO2.48 ACRES
SOUTH �
'so
r�
N8 9 °12'13'E 1325.10'
01324.6' R2 & 1325.75' R 9) -
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
_ BEING P❑RTI❑NS OF LOT
11
AND LOT 12 OF
WILBUR TRACT; AS SHOWN BY
11 MAP ON FILE IN BOOK 4,
PAGE 36 OF MAPS,
RECORDS OF SAN BERNARDIN❑
COUNTY, TOGETHER WITH
A
P❑RTI❑N OF LOT
5 OF WILBUR TRACT, AS
SHOWN BY MAP ON FILE
IN
BOOK 6, PAGE 4
OF MAPS, RECORDS OF SAN
RAI 2141 BERNARDINO COUNTY, LYING
[-5]1
IN SECTION 13,
T2S, R5W OF THE SAN
71-73 BERNARDIN❑ BASE & MERIDIAN.
NR9°ns"o9'E 1325.58 SOUTHLAND ENGINEERING FEBRUARY 2023
W LLL J 1 1"Ir 115_r0it, 0 /
CL FR RD PER Rll
SEC 13
T N89°12'37'E 132'5,46' 01324.5' Rl & 1325.76' R9)SPRUCE _
N8 9 °12'3 7'E 2650,56' (2651,51" R9) SEC 2 Id
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPERTY
CORNERS FOR PORTIDNS OF LOT 11 AND 12 PER MB 4/36 SB AND A
P❑RTI❑N OF LST 5 PER MB 6/4 SB AS DESCRIBED IN QUITCLAIM DEED
RECORDED 06-09-2014 AS DOCUMENT NO, 2014-0210567 AND QUITCLAIM
DEED RECORDED ON 07-25-2003 AS DOCUMENT N0, 2003-556662,
RECORDS OF RIVERSIDE COUNTY., CALIFORNIA,
LINE DATA
#
BEARING
DISTANCE
[fll
N34°12112'E
20,02' (20,02'R3)
F-2]1N89°56'04'E
38.15' (38.00'Rll)
F311
N00°03'56'W
60,02' (60.11'Rll)
F411
N55*47148'W
91.60' (91.60/Rll)
[-5]1
N89°13116'E
47.00' (47,00'Rll)
Fql
N44°25'39'E
85,63' (84,90'R5)
70
N00°01'17'W
100.00' (100.00'R8)
®
N89°12'13'E
99,43 (99.31'R10)
M
I N44°25'39'E
141,96'
[11-0]
N89°05'09'E
71.14' (71,09'R12)
CURVE DATA
#
REF
DELTA
T
R
L
�1
12°46'55'
4.48'
40,00'
8.92'
1�
Rll
13°00'12'
4.56'
40.00'
9,08'
�2
04°34'49'
20,00'
500.00'
39.97'
20
R7
04°34'49'
20.00'
500.00'
39,97'
3�
85026'50'
36.94'
40,00'
59,65'
3�
R3
85012'14'
36,78'
40.00'
59,48'
4`
03°16'49'
165.49'
5779.65
330,89
40
R5
03°16'52'
165,54'
5779.65
331.01'
FD CDH BRASS CAP IN
WELL STMP 10+00 POT
CL FR RD PER Rll
SEC 18
SEC 19
Sgl-47�II ,,E'
cT
DETAIL "A"
NOT TO SCALE
oin0.P
A0a6'060 _01200011-
SHEET i OF 1 SHEETS
RECORDER'S STATEMENT
FILED TNIS 3 DAY OF Poky 2023 AT -1= 33 P, M;
IN BOOK 106 OF RECORDS OF SURVEY, AT PAGE q
.
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. 2023 — 012(198�*
FEE $ l •
PETER ALDANA, ASSESSOR -COUNTY CLERK -REORDER
BY= a�ackDEPUTY
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF TH PROFESSIONAL LAND SURVEYORS' ACT THIS -2.5'
DAY OF 2023.
LAND
--- - N0.
DAVID L. MCMILLAN, COUNTY SURVEYOR 8488
LS 8488 EXPIRES 12-31-2024
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 JAMES CARSON IN DECEMBER 2021,
W.
a
ALLEN W. MARTIN, L 5306 DATE 306
�r
SURVEYOR'S NOTES
tpe-p�0—F c
THE BASIS OF BEARNING FOR THIS SURVEY IS THE NORTH LINE OF
PARCEL MAP 37613 RECORDED IN PMB 253/1-3; BEING N89°08'55'E.
O INDICATES SET 1' I.P. W/PLASTIC PLUG STAMPED LS
5306, FLUSH OR AS NOTED.
❑ INDICATES SET GIN SPIKE W/TAG STAMPED LS 5306,
• INDICATES FD MONUMENT AS NOTED IN MOUNMENT NOTES.
SFN SEARCHED FOUND NOTHING
MOUIVIENT NOTES:
1 FD, NAIL& BRASS TAG, FLUSH, TAG ILLEGIBLE, ACCEPTED AS
SE/COR SEC 13, T2S, R5W, SBM PER R4 & R9.
2 FD, GIN SPIKE & WASHER, FLUSH, STAMPED 'LS 5306'',
ACCEPTED AS NE/COR BLOCK 13 PER R6.
3 FD, 3/4' IP, DN 1' IN M❑NU WELL, TAG, ILLEGIBLE, ACCEPTED
AS NE/COR BLOCK 10 PER R4 & R5.
4 FD, 3/4' IP, W/TAG, RCE 27364, DN 0,51f, ACCEPTED AS THE
EC OF B,N.S,F RR R/W PER R5 & R12.
5 FD. 1 1/2' IP, W/TAG, ILLEGIBLE, DN 0.214, ACCEPTED AS THE
SE CORNER OF BLOCK 5 PER R2, R7 & CR 03-24.
6 FD. 1 1/2' IP, DN 0.21, IN LEIU OF 60D NAIL PER R9, ACCEPTED
AS SOUTH ONE QUARTER CORNER, SEC 13, T2S, R5W SBM,
7 FD. 3/4' IP, OPEN, UP 01' IN TREE ROOT, ACCEPTED AS THE
NW CORNER OF BLOCK 13 PER R3, R5 & R6.
g FD. 1' BRASS DISK IN WELL, DN 1.0', ACCEPTED AS THE BC ON
CL SERVICE COURT PER R3, R6, R7 & R11),
9 FD, 1' BRASS DISK IN WELL, DN 1.0', ACCEPTED AS THE ANGLE
POINT ON CL SERVICE COURT PER R3, R7 & R11).
10 FD. RR SPIKE, FLUSH, ACCEPTED AS THE 40' RADIUS POINT ON
CL SERVICE COURT PER R3 & R7,
11 FD, 1-1/2' IP, W/TAG, RCE 27364, FLUSH, ACCEPTED AS NW/COR
PCL 1 PER R5 & P❑INT ON OF B,N,S,F RR R/W PER R5,
MAP REFERENCE:
(R1) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER MB 4/36 SBCO,
(R2) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER MB 6/4 SBCO.
(R3)INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER PM 16/36,
(R4) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER PM 66/77.
(R5) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER PM 214/71-73,
(R6) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER PM 253/1-3.
(R7) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER CAL -TRANS RIGHT OF WAY MAP NO. 982000-27&29,
(R8) INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER QUITCLAIM DEED REC 06-09-2014 AS DOC NO. 2014-0210567.
(R9)INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER RS 92/22.
(R10)INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER QUITCLAIM DEED REC 7-25-2003 AS DOC NO. 2003-556662.
(Rll)INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER CALTRANS R/W MAP 204-130,
(R12)INDICATES RECORD DATA OR CALCULATED FROM RECORD DATA
PER PM146/73-74, RIV. CO 22-057