rs153_070c'�R SPIKE & WASHER,
6, PER R2, DOWN 0.2'
(491
W
CURVE #
Z
DELTA
LENGTH
C1
(116.00'
oc
0
�I
(116.00
N
69.00 R3, R5)
C2
(47.00'
t000
27.96' R9 & M)
3
w •
I
02
C3
116.00'
I
w
N8957034"I
(116.00
(25.56' R3 & M)
i
537 07' (536.96 R2)
i
Q c�
W
SPR/NG �
IN THE CITY OF RIVERS/DE, COUNTY OF RIVERSIDE, STATE OF CALIFORN/A
RECORD (:)F SURVEY
OF A PORTION OF PARCEL 2 OF CERTIFICATE OF COMPIANCE FOR LOT LINE ADJUSTMENT N0. LL -P09-0475
RECORDED AS INSTRUMENT NO' 2 009-04 76 1 74, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA,
LYING IN A PORTION OF SECTION 7, T2S*,v R.4W... S.B.B.&M..
CALVADA SURVEYING, INC. JULY, 2019
FD 1" IRON PIPE, LS 7019
Q PER R4, FLUSH
V
FD GEAR SPIKE &WASHER,
LS 5306, PER R2, FLUSH V
BASIS OF BEARINGS
N8954 45"E
380.95' (381.10' R2)
(127.90' R1 & M)
P.M. 1y0. 13859
P.M. B. 22011-4
R. R. R/W PER R &
S.B.E. 804-33-20
Sp.
C.7•
Ch1
p1•
�1 oti
00 .hyo �h
�O
Av
Ae
� � oo•
�O
;� (J2.42 -R3 & M)
,
h�.
,g
so, A
�P
•C4 /
FD 1" IRON PIPE WITH PLUG, LS 53061, I
IN LIEU OF SPIKE & WASHER, LS 5306 RA RCr . I „
PER R2, DOWN 0.2' FD 1 IRON PIPE,
LS 7019 PER R4,
� FLUSH
2022.33 �'` 50.02'
780.49)'(780.5J" R1) SNF
1289.34' (1289.45' R4) (VA CA TED)
N89.54'45"E 698.70' (698.98-R5)
/ '�'- SNF, ESTABLISHED AT
RECORD DISTANCE 127.90'
so, FROM q PACIFIC AVE. PER
so,
R1,, FITS SPLIT OF RAILS
PxIA.li CSL 2
LL -P09-0475
INST. CJD. 2009-04751741 0. R.
ESTABLISHED BY INTERSECTION TO ESTABLISHED A T RECORD DISTANCE
LINE PARALLEL AND 98' SW L Y FROM 760.58' FROM P. 0. C. PER R3 & R5
SEI Y R/W A T&SF RR PER R3
N89.57'16 "E 911.16' (911.40 -'RJ R5)
ESTABLISHED PARALLEL WITH
THE N I Y PARCEL 3 PER R3
PA RCEL 2
LL -P09-0037
11VS7'. ova. 2009-0359907, O.R.
N89.57'16 "E 840.64' (840.72' R3)
323.93' (324.00' R3)
N89'57'16 "E 362.99' (363.05' R3) ESTABLISHED AT RECORD ANGLE
& DISTANCE FROM CITRUS A 12.
PER R3
�• o
w
FA R C_ � 3
PA R C r-., 4
h �
v w
0
0
ESTABLISHED A T RECORD z
DISTANCE 827.76' PER R3
A1JQ0•4Z7'Td"w t.4m ii' 11.4m tom' Dc)
ESTABLISHED AT RECORD DISTANCE
415.39 FROM P. 0. C. PER R3
P. 0. C. PER R3 & R5
w
573.36' (573.39' R3) (827.76' R3 & M)
01 N89'57'34 "W 2637.03' 2637.09' R4 263711 ' R7 2637.04' R8
( )( )( )
,Q 1670.58' (1670.21' R1)
�'�� • �°
SNF, ESTABLISHED AT , ��?� 1769.08' (1768.71 ' Rl) (1769.13' R4) (1769.09' R7) (1769.10' R8) C/mus STREET
RECORD DISTANCE 98.50 111 �F
FROM q IOWA AVE. PER R1,
FITS SPLIT OF RAILS
98.50' (98.50' R1)
FD 1 112#* IRON PIPE W/ RI V. CO.
SURVEYOR'S TAG, NO REF., ACCEPTED
�- IN LIEU OF BRASS DISC PER R8, FLUSH
w' +
o
FD. 1" IRON PIP 1
D 0 E, LS 30 8
z IN WELL MONUMENT PER R8,
DOWN 0.9'
PALMYR/ TA AVENUE
C. J. N. 19260
STA TEMENT OF PURPOSE
THE PURPOSE OF THIS SURREY lS TO ESTABLISH AND
MONUMENT THE SOU THERL Y LINE OF PARCEL 2 OF LOT LINE
AD✓USTMENT N0. LL -P09-0475 RECORDED 9-14-2009 AS
INST. N0. 2009-0476174, O.R.
50' 50'
w r
ao �
o
�o
lq� N
(145.92' R4
145.90
195.92'
k195.94' R4)
(196.00' R6)
150 , 50'
SNF
STREET
FD 1/2" IRON PIPE, LS 5174
PER R4 & R6, DOWN 0.8'
FD 1 " IRON PIPE, LS 7019
PER R4, UP 0.2'
R.R. R/W PER R4 dr
SB.E. 804-33-14
z
�1
z
}
E
�c
>1A
E
v
ill
150' 0 75 150'
SCALE: 1 - 150'
CURVE TABLE
CURVE #
I
DELTA
LENGTH
C1
(116.00'
34'04'55"
0
(116.00
o
69.00 R3, R5)
C2
(47.00'
t000
27.96' R9 & M)
_
w •
34.05'01 "
(n w
C3
116.00'
� O
w
(116.00
�
50.08' R3, R5)
N
116.00'
9:20"21't
18.91'
(116.00'
co
18.92' R3, R5)
w
w
co
-
�
N
�I
w
L'i lei
w
Z
jAj
w� K
0 +
•Y �q
o
z
0
I
o�
150 , 50'
SNF
STREET
FD 1/2" IRON PIPE, LS 5174
PER R4 & R6, DOWN 0.8'
FD 1 " IRON PIPE, LS 7019
PER R4, UP 0.2'
R.R. R/W PER R4 dr
SB.E. 804-33-14
z
�1
z
}
E
�c
>1A
E
v
ill
150' 0 75 150'
SCALE: 1 - 150'
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
C1
(116.00'
34'04'55"
69.00' R9 & M)
(116.00
34'05'01 "
69.00 R3, R5)
C2
(47.00'
34 V4'55"
27.96' R9 & M)
(47.00-0
34.05'01 "
27.96' R3, R5)
C3
116.00'
24'44'34"
50.09'
(116.00
24'44'10
50.08' R3, R5)
C4
116.00'
9:20"21't
18.91'
(116.00'
920'51 "
18.92' R3, R5)
(867.94' R8 & M) (867.96-R4) (868.02" R7) V
FD 1 1/4" IRON PIPI
W/C0. SURVEYOR TA
DOWN 1.0' PER R4
BAS/S OF BEAR/NGS
'O
'O
'ZG\ fin.
THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SPRING STREET AS SHOWN ON PARCEL MAP NO.
31869, ON F/LE IN BOOK 220 OF PARCEL MAPS A T PAGES 1
THROUGH 4, RECORDS OF RIVERSIDE COUNTY, BEING N89 54'45"W.
aoao-ooiga�y
qih:
�0
SHEET 1 OF 1 SHEET
RECORDER'S STA TEMEN T
FILED 7HIS DA Y OFAwnunt�_, 20.,,�Q,
A TI Ed k /N BOOK I OF RECORDS OF SUR VE Yo
A T PAGE-1 0 , A T THE REQUEST OF THE COUNTY SURliEYOR.
No. 202 , oo 14�y
PETER &DANA, ASSESSOR - COUNTY CLERK -RECORDER
BYAnn� �, DEPUTY
SUR VE YOR S NOTES
• = INDICA TES FOUND MONUMENT AS NOTED.
O = SET 1 " IRON PIPE STAMPED LS 7780, FLUSH
o = SET SPIKE & WASHER, LS 7780, FLUSH IN ASPHALT
R 1 = RECORD DA TA PER RS 32/72
R2 = RECORD DA TA PER PARCEL MAP NO. 31869, P, U.S. 220/1-4
R3 = RECORD DA TA PER LOT LINE ADJUSTMENT NO. LL -P09-0037
RECORDED 7/17/2009 AS INST. N0. 2009-0369907, 0. R.
R4 = RECORD DATA PER RS 135/47
R5 = RECORD DA TA PER LOT LINE ADJUSTMENT NO. LL -P09-0475
RECORDED 9/14/2009 AS INST. NO. 2009-0476174, OR.
R6 = RECORD DA TA PER CR 13-0921
R7 = RECORD DATA PER RS 125/3
R8 = RECORD OA TA PER RS 87/23
R9 = RECORD DA TA PER GRANT DEED TO COUNTY OF Rl VERSIDE
RECORDED 6/23/1967 AS INST. N0. 54534, 0. R.
M = MEASURED
SNF = SEARCHED, NOTHING FOUND
P. 0. C. = POINT OF COMMENCEMENT
S. B. E. = STA TE BOARD OF EQUALIZA TION
SUR VE YORS STA TEMENT
THIS MAP CORRECTL Y REPRESENTS A SURLY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESS/ONAL LAND SURVEYORS' ACT,
A T THE REQUEST OF ANTHONY LOPEZ ON AUGUST 22, 2018
.$ .77ZO.
ARMANDO D. DUPONT
LS 7780
DA TE. �Z /� F C
COUNTY SUR VE YOR OS S TA 7EMEN T
THIS MAP HAS BEEN EXAM/NED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS DAY OF ,20 --
•�: �� C.Ir
L
C
' 0
No 8 .'Ia
DA WD L. MCMILLAN, COUNTY SURVEYOR `, , , ; , 2�)
LS 8488 EXP. 12-31-20
RlV CO 19088