rs165_015aoas-oDiaoa�
PURPOSE OF SURVEY:
PURSUANT TO THE 2024 PROFESSIONAL LAND SURVEYORS' ACT SECTION 8762
(b) (4) AND (5). THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND
DOCUMENT THE LINES OF LOT 169 AS SHOWN ON M.B. 38/10-13 AND
DESCRIBED IN GRANT DEED, RECORDED 06/27/2023, AS DOCUMENT No.
2023-0183903 OF OFFICIAL RECORDS OF THE COUNTY OF RIVERSIDE.
NO TF.*
GROUND SURVEY WORK
WAS CONDUCTED ON
APRIL 24, 2024.
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOT 169 OF QUAIL VALLEY LAKE VIEW TRACT, AS SHOWN BY MAP ON FILE 1N BOOK 38, PAGES 10 TO 13 OF MAPS,
RECORDS OF THE COUNTY OF RIVERSIDE, LYING WITHIN SECTION 36, TOWNSHIP 5 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN.
INLAND VALLEY SURVEYING, INC.
„ FOUND 1"' 1. P., OPEN, FLUSH, NO
FOUND 1 1. P., OPEN, FLUSH, NO REFERENCE. ACCEPTED A S REFERENCE. ACCEPTED AS C.L. OF COOPER
VIEW DRIVE � �.� l V P1 , PER M.B.M. B 38/ D-3. AFFIXED
.
N00 5122� W 8.17" RIGHT- OF WAY OF CASA BONI TA ,Ogg. „
(N00 49 45,"JJ W 8. 02) , �2 TAG STAMPED L.S. 8509 .
APRIL, 2024
GRAPHIC SCALE
80 0 40 80 160 240
( IN FEET )
1 inch = 80 ft.
-�5
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS ly'}'h DAY OF 0 , 2O�,
A T �: yS f. M. IN BOOK 14S F RECORDS
OF SURVEY, AT PAGE IS AT THE REQUEST
OF THE COUNTY SURVEYOR.
N0. oZOe�S�• 0() 14031
FEE 1 A • 00
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
B Y �l,W c DEPUTY.
SURVEYOR'S NOTES
SCALE: 1 "= 80'
A VENUE, PER M. B. 38 1 D-13.
�6`�. BASIS OF BEARINGS 1. BEARINGS HEREON ARE BASED ON NORTH BOUNDARY LINE OF THE
3 AFFIXED TAG STAMPED I.S. 8509': / N89'10115"E 1847.06' (N89 1OP151PE 1847.181)
151134' L1511.67)_ QUAIL VALLEY LAKE VIEW TRACT, PER M.B. 38/10--13.
335.72' (335.51 ') '-"' -
-
-
`BEING N 89'1015 E.
Y LINE � � S.N.F.
-J, � [L=94.20$1 NORTH BOUNDARN00 5122 W 8.16W TRACT
T ' 2. • INDICATES FOUND MONUMENT A S SHOWN.
30 30 , �0 R_274. pp ] QUAIL VALLEY LAKE VIE I j
4 (N00*49P45"W & 02) \ �M.B.38 1 p-13. FOUND 60D NAIL, FLUSH, NO REFERENCE. • INDICATES TES FOUND 1 " L P. W TA G S TAMP "L. S. 4 "FLUSH
� 1-�-, 0[Z=19*59'23"1Me / 3. O , / ED 297 , , PER C.R. 5/850.
� \ACCEPTED AS C.L. OF ASH DALE DRIVE, PER
�► ` 1 1 4. ■ INDICATES FOUND 60D NAIL, FLUSH, NO REFERENCE. ACCEPTED AS
M.B. 38/10-13. REPLACED W/ TH 1 I.P., W/TAG
N \ \ N4477'14 "W 103.19' STAMPED "L. S. 8509'; FLUSH. RIGHT-OF-WAY OF COOPER VIEW DRIVE, PER M.B. 38/10-13. REPLACED WITH
\ \ • ' I 1 " I.P. W TAG STAMPED "L.S. 8509" FLUSH.
2 (N44 20 W 103.19) i J % ,
~ `.. , ff fJ If
o ` FOUND 1 " I. P. FLUSH \
.o \ , OPEN, , NO
REFERENCE. ACCEPTED AS C.L. OF \ \
c' CASA BONI TA AVENUE, PER M.B. \
2
38 10-13. AFFIXED TAG STAMPED \
"L. S.
\ ; X �.
�
\ CC)
�0
RADIAL BEARING TABLE
NO.
RADIAL
R 1
N40 °02'26 "E R
(N40*02'05""E_(f2j
R2
N65 °09'39 "W R
(N6510'00"W R
ARC TABLE
DEL TA
RADIUS
LENGTH
C7
A-107857"
747.50'
134.58'
(A--10.18)58"
747.50]
(134.599
C8
6=84*2932"
25.00'
36.87'
Lijz- 84 027'S6"
[25.00)]
C9
A-17*18'48"
1 340. 00'
102.74
d=17*19148"
340. 00"1
(102.84'
C 10
A-- 15.03'37"
340.00'
89.37'
(A--15004131"1)
'
C11
A- 07°3743"
340. 00'
45.27
(A7 07'38'15")
[340. 00`1
C12
A- 01 '21 '36"
747.50"
17.74
d= 01 *19 )44")
[74750V
17. 34'
C13
A- 08'57'21 "
747.50'
116. 84'
d=08'59'14"f747.50
117.25'
IVS JOB NO. 24-040
1 i 1 �
5.
�.J
/NUI(,'A/ts SET 1�� I.P., W/TAG STAMPED I.S. 8509", FLUSH.
30 �� � g
6.
O
INDICATES DENOTES RECORD OR CALC DATA PER M.B. 38/10-13.
�
I �
�
7.
(]
INDICATES DENOTES RECORD AND MEASURED DATA PER M.B. 10-13. 38
/
8.
INDICATES DENOTES RECORD DATA PER M.B. 35/19-21.
9
< >
INDICATES DENOTES RECORD OR CALC DATA PER C.R. 05/850.
-Z�
10.
S.N.F.
IND/CA TES SEARCHED NOTHING FOUND
11.
Q
INDICATES SEARCHED NO THING FOUND. RE-ESTABLISHED BY PRORATION.
1
12.
O2
INDICATES SEARCHED NOTHING FOUND. RE-ESTABLISHED BY RECORD ANGLE AND
1 I 1�c 13. 0
14.
QUAIL VALLEY LAKE VIE
M.B. 38110-13. W TRACT�� �� CC D
C)
ate.
�� V's`:�E
cl
\. \� \ • ��� \���� \ � _ V ... � ono --A
ARC TABLE
NO.
DEL TA
RADIUS
LENGTH
Cl
d= 44 *21 '43"
254.41 '
196. 980
(A-- 4 4 02 2'11 "
254.41]
(197011)
C2
d-=33'08'47"
284.41'
164.54'
(,6=33*09)J6)))
C3
A-10'26'33"
284.41'
51.84)
(,6=10'2650
284.41 '
51.86'
C4
A-- 10 037'22"
284.41 '
52.73)
(4710 037'31 "[284.417'
C5
A-12'04'52"
284.411
59.97)
A-12 "05'15")
[284.4l]
(
C6
A 82'09'45"
16.00'
22.94'
d= 82 °09'42")
[16. 00']
IAJ
001r 01
COOPER VIEW DRIzz_ ip.
VE 1
`V
\ in '� / '�4' -- `�, h r 2 N89'21 '06 "E 179 94' N ► I..a..l
N24037'39 "W 50.61 ' / Q'"�' r �, r �'�/` VN89 °18'20 "E 180.00' �' 1 --�
N24'38'W 50.61) / b0 / ,��. i Z, Q
8
_ (180.00) <180.06>
\ 2 �o /' \�i ,• �,� C5 59.98' 119.96 z i
/ ,,w� ��o' (60.00) (120.00) <120.04> 0
\ \ ,, 170 /�,��, � w� �. <60.02> `
so 169
CN
=�� �o`1r,p A h � ,�v ,,�u ' N
• O .h168
I
167
cS
C. R. { I 05 850 z i
Cil
0 10
C6 Q op - , 3�,g N89 2012E 223.04
\ / r � (N89*l8p2O***'E 222.81) � l
\ 172
I 3030 1
N40 02 26 E R�,, \ 17J j " t
\ / / 174 FOUND 1/2 I.P., W/TAG STAMPED
N65"39
09 "W R2 r l` `� / I I.S. 2755" FLUSH NO C'
_ _ �, ��\ / 175
6� • / I REFERENCE. ACCEPTED AS B.C., ,
PER M.B. 38/10--13.9
► 1
,._° \ Sp0 �013 09� I
`� ¢3° o AVENUE
o • 19, �, CASA BONI TA 146.01,
1147.80' 1147.90' _ _ (46.02) _
1293.81 (1293.92))
-......_ N89 °18'41 "E 1443.81 ' (N89*18'20 "E) �N89'18'20 "E}
S.N.F. / / `-r -- -.-- -.- -- --'
A,
S.N.F. RE-ESTABLISHED BY RECORD
DISTANCE PER S M.B. 35/19--21
DISTANCE.
INDICATES SEARCHED NOTHING FOUND. RE-ESTABLISHED BY INTERSECTION.
INDICATES GRANT DEED, RECORDED 06/27/2023, AS DOCUMENT No.
2023- 0183903 OF 0. R.
SUR VE YOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF
MATHEW GONZALEZ, IN APRIL, 2024.
�Np,L LANO
43 V 44
DATED:
��' qs�
P.L.S. 8509
EXP. 12 31 26
MIGUEL A. U/LLASENOR VL � �
L. S 8509 EXP. 12/31/2 �
COUNTY SUR t E v OR S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT, THIS � L6 , DAY OF _.�� 20�5.
DAVID L. MCMILLAN,
L. S. 8488
COUNTY SURVEYOR
EXP. 12/31/26
QUAIL VALLEY HOMES TRACT FOUND SPIKE & WASHER
M.B. 35 19-21 STAMPED I.S. 7181 " FLUSH,
0 PER C. R. 231095.
' O
_ Z
Q) 150.00' j150.00,11 �
o�L LANo�
Mctij��SG,A�
o� CT
1-0
a No. 8488 �
EXP.12/31/26
SEC. 36, T.SS., R.4W.
RIV. CO. 24-0097