rs161_076/ J00 •// •/I 1200
SCALE:1 Za
m &A,
♦/
SURVEYORS NOTES
C", C-)
2
0
0
0 SET MONUMENT A S NOTED.
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
CONVERGENCE ANGLE AT
POINT `A`7 -0021'10.72?? RECORD OF SURVEY
OF A PORTION OF SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 8 SOUTH, RANGE 1 EAST,
ROS 4 7/7� SAN BERNARDINO MERIDIAN,
0 FOUND MONUMENT AS NOTED. � � I TERRASCRIBE INC. JANUARY 2023
�
(,'UKS 15IAIIUN ANU
UAIA (-UKNlSHtU BY
NATIONAL GEODETIC
SURVEY
AS' SHOWN.
CF..
CALCULATED FROM...
M
MEASURED
(R 1)
RECORD DATA PER
RECORD
OF SURVEY
BOOK 30 PAGE 44.
(R2)
RECORD DATA PER
RECORD
OF SURVEY
BOOK 47 PAGE 13.
(R3)
RECORD DATA PER
RECORD
OF SURVEY
BOOK 47 PAGE 71.
(R4)
RECORD DATA PER
RECORD
OF SURVEY
BOOK 57 PAGE 69.
(R5)
RECORD DATA PER
PARCEL
MAP BOOK 61
PAGE 13.
(R6)
RECORD DATA PER
PARCEL
MAP BOOK 67
PAGE 56.
(R7)
RECORD DATA PER
PARCEL
MAP BOOK 70
PAGE 58.
(R8)
RECORD DATA PER
PARCEL
MAP BOOK 137
PAGES 80-81.
(R9)
RECORD DATA PER
RECORD
OF SURVEY
BOOK 89 PAGE 28.
(D1)
RECORD DATA PER
DEED 2022-0093688
RECORDED 2/24/2022.
ALL
RECORDS OF RIVERSIDE COUNTY
UNLESS
OTHERWISE NOTED.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA COORDINATE SYSTEM,
NAD83(201 1), EPOCH 2O10.00, ZONE 6, IN
ACCORDANCE WITH THE CALIFORNIA PUBLIC
RESOURCES CODE SECTIONS 8801- 8819; AS
DETERMINED LOCALLY BY STATIC GLASS TIES TO
COBS STATIONS "BILL '; "DSSC " AND "P4 78 "
FURNISHED BY THE NATIONAL GEODETIC SURVEY.
SEE CONTROL EXHIBIT DETAIL.
BEING N51 °02'09 "W .
CONVERGENCE ANGLE AT POINT 'A" - 0021 ' 10.72 "
DI S TA NCES SHOWN HEREON ARE GROUND
DIS TA NCES EXPRESSED IN US SURVEY FEET. TO
APPROXIMATE CCS85 GRID DISTANCES MUL TIPL Y
THE DISTANCES BY THE COMBINATION SCALE
FACTOR OF 0.99986291 COMPUTED AT POINT 'A"
WITH ELLIPSOID HEIGHT 597.397 METERS.
N88 °01 '45 "'W 26 74.88' (2675. 32' R9 »
1337.44' (1337.66' R9) POINT A
...... .im;
f 1337.44' (1337.66' R9
-- FOUND 3fX4 INCH IRON PIPE Wl TH
FOUND 1 INCH IRON FOUND 314 INCH PL A S Tl C PLUG "IS 5555 " FLUSH WITH
IRON PIPE Wl TH TAG GRADE FOR EAST QUARTER CORNER
PIPE W! TH TAG "L S EAST LINE
4230 " 0. 3' A B 0 VE L S 5555 FLUSH .-� SE 114 SEC RON 20 PER R9.
GRADE F 1
WITH GRADE PER R9, 89 8
Ros SECTION 20.
� OR CENTER N07 °16'26 "W 0.68' w o °�
OF SEC TION 20 Ln 00
PER R9. SHOWN EXA GGERA TED. � � FOUND 2 INCH � � c
L FOUND 3f4 INCH °. L
FOUND 314 INCH IRON PIPE WITH o Q0 o IRON PIPE W/ TH IRON PIPE W! TH 0
N TAG "L S 5555 " FLUSH Wl TH GRADE o o TAG " L S 2609" TAG "L S 5555 " �
► � � �w FLUSH WI TH � �
PER R9. N17°37'17"W 0.75: Ln FLUSH W/TH
,.n SHOWN EXA GGERA TED. GRADE PER R3. GRADE PER R9.0CN FOUND 2 INCH IRON PIPE W/ TH TA G
Qc NW 1 4 SE 1 4'"} I S 2609" 0. 3' ABOVE GRADE PER
�- N88 °17'04 "W I J43. 58' (1343.10' R3, 1343. 9 ' w R3. S88 "17'04 "E 0. 64' HELD FOR
� � wT8 R9) �
N 447.36' 447.51 ' �- 4 �.- w
LINE, EAST- WEST. SHOWN
08.61 EXA GGERA TED,
rn (447.70' R3) (447.70' R3 o
FOUND 2 INCH IRON PIPE Wl TH N a > 40.10 ((M&R9 ' �
`2-
Ln TAG IS 2609" 1. 0' ABOVE wr_
o oo FOUND 2 INCH 448. 71 ' w -�
CD Ln
GRADE PER R3. IRON P/PE Wl TH o `�' \- CD
o ° 0 , N w � w (44 7. 70 - N
N S88 17 04 E 26 , HELD FOR Ln oo TAG "LS 2609*"' R3 D 1 a' w oo PMB 6 7156
N LINE. SH OWN EXA GGERA TED. w w Ln 0. 2 A B 0 VE w z Ln LO
+mow o d- N CO
GRA PER R3.
FOUND 314 INCH IRON PIPE
N N SOUTHERLY AND o N w WITH -TAG "RCE 19937" FLUSH
°° o C° w WITH GRADE PER R
o _ ° , „ oQ ONLINE. SHOWN �^ 40.10' z �-' C° N 6'
i� N88 31 02 W 2700. 46' (2700-64-' R9 cc� EXA GGERA TED. M�cR �
N _ N N � °'
oo
� Ln
Ln
�o FOUND 2 INCH IRON PIPE WI TH
o � w �
d- �-- FOUND 314 INCH TAG IS 4230 " 0.5' A B 0 VE GRADE
N IRON PIPE W/ TH NO RECORD. S17°44'44 "E 2.21
TA G "L S 5555 '� �w cn , „
N °� �, (S17055 57 E 2.22 R6)
FLUSH WI TH w SH0 WN EXA GGERA TED.
Ln
cv °� (J� GRADE PER R9. w
" 1 cic (� w
i� PARCEL 1 N
w
cl,`°`' `"' DEED 2022- N v
�
Ln
w
I 0093688 � o
RECORDED z
w%S W 114 SE 114 oc
FOUND 2 INCH 21241222C�j> co
• IRON PIPE WI T
o H SOU TH LINE o TA G IS 2609 " Q GEMS TONE ROA D
SE 114
�"� 0. 3' BEL 0 W 0 30' WID TH, L 0 T D (R8)
(^
SEC TION 20. GRA DE PER R3.
co FOUND 2 INCH IRON N
- SO 1 °51 ' 10 "E
FOUND 2 INCH Q
o FOUND 1-1 4 INCH PIPE W/ TH TAG L S r� �
N f 0.33 , HELD FOR IRON PIPE Wl TH Q w
2609 0.3 ABOVE „
IRON PIPE WITH TAG o LINE SHOWN TAG LS 2609 N PMB IJ7180-81
» GRA DE PER R3. � A
RCE 862 1.0 ABOVE EXA GGERA TED. 0.2' BEL 0 W
GRADE FOR SOUTH SO 1 °42'05 "E 0. 83 ; a�
QUA R TER CORNER
HELD FOR LINE. GRADE PER R3. N
ZbZ3-031`l0 303
r
I rAj
RECORDER'S STATEMENT
i^
�Vl
SHEET 1 OF 1
FILED THIS _ DAY OF
20 Z-t .
AT ,11�M. IN BOOK L (0 � OF RECORDS OF SURVEY, AT
PAGE ___ � �o_____, AT THE REQUEST OF THE COUNTY SURVEYOR.
No. 2.0 7
-5
x 07 -
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
eoll
DEPUTY
PURPOSE
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE
INTERESTS DESCRIBED AS PARCEL 1 IN GRANT DEED RECORDED AS
DOCUMENT NO. 2022-0093688, FEBRUARY 24, 2022 RECORDS OF
RIVERSIDE COUNTY.
SURVEYOR 'S S TA TEM EN T
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 JENNIFER
FARHA T IN JANUARY, 2023.
JUS IN L DANKEL, LS 8526 DATE
EXPIRES 12/31/2024
COUNTY SURVEYOR'S STATEMENT
LAND S�
-' BLS 8526r �
* EXP.
12-3 7 -24
10
�F
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESSIONAL LAND SURVEYORS` ACT THIS a3 DAY OF
2023.
SHOWN
SECTION 20 PER R 1. EXA GGERA TED.'(454.0,31 R3, DI)
) R3)(454.04 ' R3
452.25 455.43 -
454.54' - S
--------------------------------
1364.01 ' (1362.12'* R2, 1362. 12' R3 1363. '
DA VID L. MCMILLAN, COUNTY SURVEYOR
, 08 R9) a
ROS 30/44
CONTROL EXHIBIT DETAIL
PMB 61/1 JL
136216' (1362.11 ' R2&R3, --�
SANDSTONE ROAD, 60' WIDTH, PARCEL lA (D1) 1362.04' R4, 1363.08' R9) �
1`88 59 46 W 2726.22' (272J. 75 " RI.. 2724. 23' R2&1'?3 '
2726.16 R9)
SE CORNER � C %q � � L. 5. 8488
SECTION 20.
i PMB 70158
COUNTY SURVEYORS NOTE
SAND S\
0 0
-' No. 8488 �
* Exp.12-31-24
F OF C A��F�
MU-L) 4 // l J ROS 57/69
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE I)ATF nF
BILL PID: AF9684 GNSS STATIC TIES ARE GRID DISTANCES
N 33°34'41.66343" AND NOT SHOWN AT SCALE.
P4 78 PID: DG8L350
W 1 17°03'S2.51386" gE ��' ° „
HEIGHT: 0 0 BOO'
N 33 14 08.56044
ELLIPSOID HEIGH
2 3 .��W 1 17°04' 17.67684 "
4 70.788 METERS 6 210
2�. EL LlPSO/D HEIGHT.
N 2,154, 994.96 USFT �, �0 3 72.326 METERS
E 6, 313, 564.16 USFT �� �� �� � 0
° N 2, 030, 380.67 USFT
N51 02 09 W �. ii �j E 6, 310, 453.25 USFT
6 7138.70'
BASIS OF BEARINGS
L_Q POINT 'A
°a ! i ,� , SEE DESCRIPTION AB
P584 PID: DG9740 i ABOVE
N 33 °53 '33.35 703 " Lo Lc) i ; �� ,'�� `� N 33 °2 7'4 7.58 732 "
W 1 16 °5 7'05.859 60 " N ! ��� ''�`, Q� `�� W 1 16 °5332.429 62 "
ELLIPSOID HEIGHT. ''� ELLIPSOID HEIGHT.
739.485 METERS 59 7.39 7 METERS
N 2 269 135.98 USFT y `l�N 2,112,775.926 USFT
E 6, 348, 737.9 7 USFT °� E 6, 365, 767. 196 USFT
VICINITY
MAP
NOT SHOWN Al
SCALE
SITE
GAP IN ROAD
IMPROI/EMENTS
SANDSTONE
ROAD
SANDSTONE
�
ROAD
15M1 r0
TEMECULA
� �
SOUTH
HILLS
OR(l/E
l�
sra rE
HIGHWAY 79
2.5Ml TO
HIGHWAY 371
� DETAIL I RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS
ninr CI -In inini A cynic ------ --
FOUND 2 INCH IRON PIPE �� FOUND 1 INCH IRON PIPE OPEN {
�
"LS �
SURVEY
RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE
WITH TAG 2609" PER R3
�
LAY/LAG HORIZONTAL AND 1. o'
�� C� FLUSH qN/ TH GRADE A S PER R8.
�� , G� ° ►
SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 664 / 0) OF
I
� � N88 59 46 W 1.8 {
BEL 0 W GRA DE. S TONE
I
5 � 2
1. 5 M&R3, R4, AND I
TITLE 7 OF THE GOVERNMENT CODE. THE PARCELS SHOWN ON THIS
(�
DESCRIBED B Y R2, R3, R4
. R5
{ AND R5 NOT FOUND.
r0Q (SANDSTO1\1E ROCK NOT FOUND I
�2
SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT
SETA 2 INCH IRON PIPE
TAGGED L S 8526 1.8 WEST
PER ER R3, R4, AND R5)I
O
BE BUILDABLE PARCEL(S).
I
AND ONLINE FROM REMAINS
■
�� �'�` FOUND REMAINS OF 4X4 WOODEN POST {
�
{
OF 4X4 WOODEN POST
I
�'
� � ° PER R 1, 2.2, BELOW GRADE HELD FOR I
`� ��
DESCRIBED B Y R 1, R4, R5
�
'�
`� c�' LINE WOOD CUES TRO YED DURING SURVEY. {
�� 06.15
.
AND A BEST FIT OF
° ��
FROM R5, R6 AND R7
,x, FOUND 1 INCH IRON PIPE W/ TH
CONIC. PLUG NO TAG 0.2'
{
��
BELOW GRADE AS PER R7.
--------------------------------
I FOUND 3f4 INCH IRON PIPE �
�
�.
c'-�
I
DAVID L. MCMILLAN, COUNTY SURVEYOR
WITH '
I H TAG RCE 109__ 0.1
FOUND 1 INCH IRON PIPE W1 TH I
L. S. 8488
BEL 0 W GRADE A S PER R5.
_.�-.�f`
PLASTIC PLUG ILLEGIBLE 0. 1' i
BELOW GRADE AS PER R7. I
-
RIV. CO. 23-066