rs165_051IP15 _ 0()(D l0
'60
L)r\ \.kx�oLk
BASIS OF BEARINGS
N 89'50' 18" E 2670.02'
(N 89.50' 18$$ E 2669.96') R2
18 17
19 7k424O
LO
� NOq
�
N
o �t
�LO
w
w
O N
�0
0p Z
z
O
N
n
W. 1 /4
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF THE E. 1/2 OF THE E. 112 OF THE S. We 1/4, AND THE S.W. 1/4 OF THE S.E. 1/4
OF THE S.W. 1/4 OF THE S.W. 1/4, AND THE W. 112 OF THE S.E. 1/4 OF THE S.W. 1/4
OF SECTION 20., TOWNSHIP 4 SOUTH., RANGE 7 EAST., S.B.M.
D MSA CONSULTING, INC. DECEMBER 2023
(N 89'48'55" W 5301.08') Ri
N 89'54'33" W 5301.33' A
2650.67'
(2650.54') R 1
V`•
N 89'57156" E 2658.71'
1329.35' 1329.36
0' 250' 500' 750'
1000'
6d
LO N
SCALE 1 "= 250'
665.69 332.84
332.84'
---77
POCD
V
N
CO
O
Z
0
N
N
N
N
�
� O
th r--
r�
O)
00
cMo
4
ca
Ki
co
Pei
t0
r1i
3: co
co
co
co
co
O
r-
M
t�0
N
N
N
0
0
0
z
z
z
N 89*52' 19" E 1332.38'
N
333.09,
333.09'
333.09'
333.09'
00
.
w
,.
0.
ro
to
coto
cG
333.22'
LO
in
N
p0
•-
CO
00
M
2
Zto
1,;
20
333.34'
30
9
w � N
O ►��00
.�tx0
N 89' 51 ' 23" 1332.88'
333.22' 333.22' - 333.22'
tx
p T_
� k` � �.�
tx
333.35'0 333.35" 333.35'
N 89"54'11" E 2662.74'
665.68'
665.69'
N. 1 /4
CTR. 1 /4
-"� v 2650.66'
(2650.54') R1 1
20
<
m00
O�+1./ I w
• r*_
to�
O N c0
. N
z
�--- A N 89 57 56 E 2658.71
00
N
Ir-
o
00
N
LO
M
0
21
E. 1 /4
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS �� DAY OF 20
AT ���� �� � .M. IN BOOK � (Q�ji OF
RECORDS OF SURVEY, AT PAGE A7 THE
REQUEST OF THE COUNTY SURVEYOR.
NO. Ule5p ' OO U
FEE .. Ll
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
SURVEYOR'S STATEMENT
oNP� LAN�
THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION IN��
CONFORMANCE WITH THE REQUIREMENTS OF THE QO LUKE R. BENERLY o
PROFESSIONAL LAND SURVEYORS' ACT, AT THE a
REQUEST OF PULTE HOME COMPANY, LLC, No. 8223
IN OCTOBER, 2023.
OF CtkU p�,�F�Q,
Z fit' ZOZ�
KE,R. B _ P.L.S. 8223
COUNTY SURVEYOR'S STATEMENT \ONP� LqNO S
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE �,�-. MC//,� GAG
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS DAY t o
OF �'� 3 20_�. a � No. 8488
Q
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR F OF CAL�F�
SURVEYOR'S NOTES
0
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHERLY LINE OF THE S.E.
1 /4 OF SECTION 19, TOWNSHIP 4 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON
cr_ R.S. 88/52-57 TAKEN AS: N 89'50' 18" E
rn �-
N
N INDICATES FOUND MONUMENT AS NOTED.
�
N� m
w LO N
rn INDICATES SET 1 " I.P. WITH TAG, "P.L.S. 8223", FLUSH.
ui w
coo _
INDICATES RECORD DATA.
ir)
N R1 INDICATES RECORD DATA PER R.S. 58/3.
O �
r-
z O R2 INDICATES RECORD DATA PER R.S. 88/52-57.
ALL POSITIONS ESTABLISHED BY SINGLE PROPORTION UNLESS NOTED
OTHERWISE.
MONUMENT NOTES
f-1 FD. 1 1 /4" I.P. WITH TAG, "L.S. 3018", DOWN 0.2', PER R.S 88/52-57.
ACCEPTED AS THE SOUTH 1 /4 COR. OF SEC. 19.
F2� FD. 1 1 /4" I.P. WITH NAIL, NO I . D., DOWN 0.51, IN LIEU OF 1 1/4 to I . P., WITH
TAG, "L.S. 3018", PER R.S. 88/52-57. ACCEPTED AS THE S.W. COR. OF SEC. 20.
F3-]FD. 6"X6"X9" GRANITE STONE WITH 3 OF 4 NOTCHES REMAINING ON THE E. SIDE
AND 2 OF 3 NOTCHES REMAINING ON THE S. SIDE, FLUSH IN ROCK OUTCROP,
PER R.S. 58/3. ACCEPTED AS THE S.E. COR. OF SEC. 20.
F-4] FD. 2" I.P. WITH TAG "R.C.E. 13828", UP 0.7' IN N.G., PER R.S. 58/3. ACCEPTED
AS THE N.W. COR. OF SECTION 20.
F5]FD. 1" I.P. WITH BRASS CAP, BELIEVED TO BE STAMPED INCORRECTLY AS
FOLLOWS, "RIV. CO. SEC. COR., 169 179 199 20", UP 0.8" IN N.G., PER R.S.
58/3. RECORD MAP STATES BRASS CAP STAMPED AS FOLLOWS: "RIV. CO. SURV.
169 179 209 21 ".ACCEPTED AS THE N.E. COR. OF SEC. 20.
SURVEYOR'S STATEMENT
N
00 3 GROUND SURVEY WORK WAS CONDUCTED ON DECEMBER 05, 2023.
to I
S. 1/4 20 21 THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PARCEL DESCRIBED IN
666.69' 666.69' 2666.77' PATENT 04-97-0002, RECORDED 12/26/1996 AS INST. N0. 1996-4849929 O.R.
2666.77
N 89'50'27" E 5333.54' 2(� 28 RIV* CO. 23-0216 (N 89'34'04" E 5333.370) R1 J.N. 2577,003