rs150_078IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
4619__033. q(.0 y
SHEET 1 OF 1 SHEET
MONUMENT NOTES RECORD OF SURVEY RECORDER'S STATEMENT
1� FD. 2 1/2"' BRASS DISK STAMPED "LS 2851 8-9-16-17 T2S R3E 1984
DN 0.7', NO REFERENCE, ACCEPTED AS NORTHWEST COR. SEC. 16.
F21 FD. 1" I.P. OPEN, NO ID, DN 0.7, NO REFERENCE, ACCEPTED AS NORTH
1/4 COR. SEC. 16
F31 FD. 2" BRASS DISK STAMPED "LS 4425 9-10-15-16 T3S R3E 1993, DN
0.7', PER R.S. 95/85-89, ACCEPTED AS NORTHEAST COR. SEC. 16
® FD. 1 1/4" I.P. W/TAG "COUNTY SURVEYOR", UP 0.3', PER R.S. 73/41,
ACCEPTED AS WEST 1/4 COR. SEC. 16
F51 FD. 1 1/4" I.P. W/TAG "COUNTY SURVEYOR", DN 0.3', LAYING HORIZONTAL
UNDER ROCK, NOT ACCEPTED AS CENTER 1/4 COR. SEC. 16. SET 1" I.P.
W/PLASTIC PLUG "P.L.S. 4989", FLUSH, AT TRUE POSITION.
F61 FD. 3" ALUMINUM DISK STAMPED "LS 4215 16-17-21 1985", DN 1.81
,
PER R.S. 73/41, ACCEPTED AS SOUTHWEST COR. SEC. 16
F71 FD. 3" ALUMINUM DISK STAMPED IS 4215 15-16-21-22 1985", DN
0.4', PER R.S. 73/41, ACCEPTED AS SOUTHEAST COR. SEC. 16
F81 FD. 3/4" I.P. W/TAG "RCE 6284", DN 0.7', PER R.S. 73/41, ACCEPTED
AS EAST 1/16 COR. SEC. 16
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED JANUARY 18-25, 2018.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF THE
EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER,
SEC. 16, T.3S., R.3E., S.B.M., EXCEPTING THEREFROM SNOW CREEK ROAD
AS CONVEYED TO THE COUNTY OF RIVERSIDE PER DEED REC. 03/19/1952
IN BOOK 1355 PAGE 536 OF OFFICIAL RECORDS.
o .
A�%A
C/L SNOW
SFN-ESPNV_N
CREEK ROAD SFN-ESP
J
89'40'47" W 659.73'
L3 408.84
SFN-ESP
�
60' R/W
NO.
BEARING
PER BOOK 1355 PG 536
L1
N00' 18'05"E
GO REC. 03/ 19/ 1952, O.R.
L2
r?
265.20'
00
M
1
�
N34'15'39"E
CABLE FENCE FALLS APPROX.
L5
N89'40'47"W
0.5' EAST OF R/W
L6
w
449.14'
w
a
LO
0
00
INST. NO. 548166
ftft
to
C
00
o
REC. 12/20/1999, O.R.
L8
0
PRE -1972 DEED
0
z LO
BK 2036 PG 29
Z
•
REC. 02/05/1957, O.R.
LO
rn
SLY LINE
SEC. 16 SFN-ESP -�
N 89'38' 13" W 659.59'
DETAIL •A•
NOT TO SCALE
OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
SECTION 16, TOWNSHIP 3 SOUTH, RANGE 3 EAST
,q S.B.M.
IDMSA CONSULTING, INC.
JANUARY - 2018
8 9 9 10
17
17
IV Ott J8 1 J w 0L / /. / d
(N 89'52'30" W 5277.40') R1
0' 400' 800' 1200' 1600'
SCALE 1 "= 400'
21
15
NE COR.
SE 1/4
NE 1/4
SEC. 16
SFN-ESP
PER R2
It
00
�o
CII
N
w
a w
v' w
O
. ^0
00
0 0
0b
z0
z
im
22
FILED THIS _12 DAY OF JtJgljS+ 20 -Ig ,
AT : 021 p .M. 9 IN BOOK 150 OF
RECORDS OF SURVEY, AT PAGE ! AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. C26 fig- 037Z!4 6S(
FEE I q4f 00
PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER
BY: qj.A LXL �_�._ _ ___� 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 THE GALWAY TRUST, IN JANUARY
OF 2018.
DATE: /it/qvc—/- 1-300 20
CHARLES R. HARRIS P.L.S. 4989
LAAlo S
CHARLES R. wuRws
a
No. 4989
tp
21 N
OF CAS -
COUNTY SURVEYOR'S STATEMENT
LINE DATA
NO.
BEARING
LENGTH
L1
N00' 18'05"E
107.41'
L2
N00' 18'05"E
265.20'
L3
N89'40947"W
178.57'
L4
N34'15'39"E
319.67'
L5
N89'40'47"W
72.32'
L6
N34' 15'39"E
449.14'
L7
N34' 15'39"E
384.40'
(N34!01 `30"E
400.00' R3
L8
N29'46' 14"E
222.27'
F OF
N29032905"E
1222.279)R3
OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
SECTION 16, TOWNSHIP 3 SOUTH, RANGE 3 EAST
,q S.B.M.
IDMSA CONSULTING, INC.
JANUARY - 2018
8 9 9 10
17
17
IV Ott J8 1 J w 0L / /. / d
(N 89'52'30" W 5277.40') R1
0' 400' 800' 1200' 1600'
SCALE 1 "= 400'
21
15
NE COR.
SE 1/4
NE 1/4
SEC. 16
SFN-ESP
PER R2
It
00
�o
CII
N
w
a w
v' w
O
. ^0
00
0 0
0b
z0
z
im
22
FILED THIS _12 DAY OF JtJgljS+ 20 -Ig ,
AT : 021 p .M. 9 IN BOOK 150 OF
RECORDS OF SURVEY, AT PAGE ! AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. C26 fig- 037Z!4 6S(
FEE I q4f 00
PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER
BY: qj.A LXL �_�._ _ ___� 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 THE GALWAY TRUST, IN JANUARY
OF 2018.
DATE: /it/qvc—/- 1-300 20
CHARLES R. HARRIS P.L.S. 4989
LAAlo S
CHARLES R. wuRws
a
No. 4989
tp
21 N
OF CAS -
COUNTY SURVEYOR'S STATEMENT
LAN�
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
SGS
WITH SECTION 8766 OF THE PROFESSIONAL LAND
' �
ACT, THIS DAY
SURVEYOfAvi
OF �lu5 7- 20_x.
No.
8488
*
�
F OF
DAVID L. McMILLAN P.L.S. 8488
CAS-���
COUNTY SURVEYOR
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF
THE SOUTHWEST QUARTER (1/4) OF SECTION 16, TOWNSHIP 3 SOUTH,
RANGE 3 EAST, S.B.M., AS SHOWN ON FILE IN BOOK 73, AT PAGE 41, OF
RECORDS OF SURVEY.
TAKEN AS: N 0' 17'29" E
0 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES SET 1 " I.P. W/PLASTIC PLUG, "P.L.S. 4989", FLUSH.
❑ INDICATES SET 1" I.P. W/TAG, "P.L.S. 4989", FLUSH IN PAVEMENT.
(—)R1 INDICATES RECORD DATA PER R.S. 19/3.
(—)R2 INDICATES RECORD DATA PER R.S. 73/41.
(—)R3 INDICATES RECORD DATA PER BK 1355 PG 536,
REC. 03/19/1952, O.R..
SFN INDICATES SEARCHED FOUND NOTHING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
RIV* CO. 18-027
J.N. 2439