rs152_010COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SEC11ON 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT
THIS DAY OF
DAVID MCMILLAN, COUNTY SURVEYOR
L. S. NO. 8488 EXP. 12-31-2020
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
PANATTONI DEVELOPMENT COMPANY, INC. ON NOVEMBER 16, 2017.
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ERIC OSTE ODE, PLS 9371 DATE
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-FD. NAIL AND LS 3365 TAG IN GRANITE ROCK PER
P. M. B. 223/78- 82.
,,,--- S. F. N.
EST. BY PROPORTION PER P.M.B. 233/78- 82.
/-- FD. 1 I.P. WITH ILLEGIBLE TAG, DN. 0.1'. A CCEP TED
AS SECTION CORNER PER P.M.B. 223/78- 82
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
mc C)131:) (DF: SURVEY
Q�JND
E
Q �� PARCEL 1 OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT NO.
LL -P12-0509., RECORDED MARCH 18, 2013 AS DOCUMENT NO. 2013-0128747, OF
No.°4ee ZOFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA,
9 � 12-31-20
2 31 p � SECTION 10 TOWNSHIP 3 SOUTH, RANGE 4 WEST., S.B.M.
CIOF CA��
S.B.&0., INC. ERIC OSTERODEPLS 9371 JANUARY 2018
STATEMENT OF PURPOSE:
THE PURPOSE OF THIS SURVEY IS TO COMPLY WITH THE REQUIREMENTS OF
SECTION 8762 (b)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT AND
TO DOCUMENT THE BOUNDARY OF PARCEL 1 OF CERTIFICATE OF
� ERIC K. COMPLIANCE FOR LOT LINE ADJUSTMENT NO. LL -P12-0509, RECORDED
a OSTERODE � MARCH 18, 2013 AS DOCUMENT N0. 2013-0128747, AND CORRECTIVE
�c No. 9371 GRANT DEED RECORDED DECEMBER 06, 2017s AS DOCUMENT NO.
2017-05119696, BOTH OF OFFICIAL RECORDS OF RIVERSIDE COUNTY.
9
�OF c BASIS OF BEARINGS
BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER
OF SECTION 10 PER PARCEL MAP NO. 24536, FILED IN BOOK 162 OF
PARCEL MAPS, PAGES 91 THROUGH 98, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA, BEING N89'23'56"E.
ao�q: o 46
f OF 1 SHEETS
RECORDER'S. STATEMENT
FILED THIS DAY OF 201%
AT .1: 3U P,M. IN BOOK 16;- F RECORDS OF
SURVEY. AT PAGES AT THE REQUEST OF THE
COUNTY SURVEYOR.
NO. O'b V�664t
FEE �
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY Ul W DEPUTY
v
GRAPH/C SCALE FD. 1" I.P. W/NAIL (NO TAG), DN. 0.20
IN LIEU OF "LS 4628" TAG, ACCEPTED
AS POINT ON PROPERTY LINE
100' 0 100' 200' 300' PROLONGATION PER Pm 209/24-27
`5 N0021�52��w PARCEL MAP N0. 34026 � CHOTTONWOOD AVENUE
O 2646.23' <2646.41> p'6fo
122 z 78-82
1 BASIS OF BEAR/NGS [N89 23 56 E] M&R �N89 23 56 E� [[N89 23 56 E]] 2437.33 <2431.40 >
C9
w
PARCEL MAP N0. 31335 No1,�o'24"w
74.85 115.007
P*Mo,209/24-27 HELD RECORD
ANGLE
PER
«� , i��'c a 711 P.M.B. 209/24-27
FD. 1 " I. P. W/ TH
"CALIF DOT"
PLASTIC PLUG,
DOWN 0.2 ;
PER P.M.B.
223/78-82
N89 '2J 56 "'E [[553.21 J] M&R <553.06 > C7 C8 256.37�
63 00 338. 79
�-N70'29'*0J-"E (55.50) R&M
HELD RECORD ANGLE PER DOC. NO.
2013- 0128 74 7, 0. R.
N24 '43'02 "E (JJ.07) R&M
N29 2001 "W
(57.08) R&M
� � ►� % (A---12'46'#52'*) R&M
S 6 4 � ��
Apo.
(R=70ZJ5) R&M
Q
9110 o �� D (L=157.79') R&M
16 15
?pp9 � �o�
FD. COPPERWELD, %o
FLUSH, STAMPED moo. o
AS SHOWN, NO
REFERENCE, ACCEPTED s
OAS SECTION CORNER �s s� a�
PER P.M.B. 162/91-98,
15P. M. B. 223/78-82. � \
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
Cl
6'12'33"
(939.00)
101.76'
(6'12'54 ")
R&M
(101.86)
C2
18'54'53"
(549.39-9)
181.37'
(18'54'33'°)
R&M
(181.31')
C3
i1'48'43")
(4963.00)
(156.95)
M&R
M&R
M&R
C4
i1 48'43")
(5037.00')
(159.29)
M&R
M&R
M&R
C5
(18*0 6 #0 1 ")
(140.00-9)
(44.23)
M&R
MdcR
M&R
C6
(108 *06 #0 1 ")
(63.00)
(118.86)
MdcR
M&R
M&R
C7
[[1'48'43"]]
[[5000.00']]
[[15&12']]
R&M
R&M
R&M
C8
ff 1'48'43"]]
[(5000.00']]
[[158.12']]
M&R
M&R
MdcR
C9
18'54'53"
<586.395
193.58'
<18'54'33">
R&M
<193.525
(N89"2J`56j"vE 553.21) R&M to
N47 53'07'E (R) PCC
� (d= 11 -JJ 'POJ ') R&M
\ (R=945.00) R&M
(L=190.57') R&M
hlb
0>-pW��
CL LO
opo .
�ZpCW
WWo�
Ui
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SEE DETAIL A
SURVEYOR'S NOTES
9S6'� RJ
--� �
LINE TABLE
LINE
LENGTH
DIRECTION
Ll
91.50'
N89'23'05 "E
C3
[[193.37 JJ M&R»
N89 23 56 E (R)
� 2 `--------- S.F.N.
C4
(N89'23'56 "E
81.49) R&M
tJ 1. 0 T HV /CRJCI. IIV/V.
6
G DETAIL A �
(N7230'03"W � J�, � � 100'
51.35') R&M / OG'94� I
44.57' «44.57'» � �`'9.Q��+ � ESTABLISHED BY LEAST
O qSQUARES FIT OF CENTERLINE Z�
53.78' «53.77'» � � �O � TIES PER CITY OF RIVERSIDE TIE
�' SHEET N0. 5791.
INDICATES FD. 1" I.P. WITH "LS 5529" TAG, RE-ESTABLISHED LOCATION IS
PER P.M. 223/78-82. UNLESS OTHERWISE 53 39'56 "W 0.17' OF TRUE B.C.
NOTED. ` � � � ^ O N
INDICATES FD. RAMSET NAIL PER CITY OF
RIVERSIDE TIE SHEET N0. 5791. Lo � � � 44.34' «44.37'» � � � V rn
PAR � 50g � ► �52.91 ' «52.89» N �
INDICATES
/ANCEEFOR � OT LINE ADJUSTMENT NO. DATA PER CERTIFICATE F �'�� On ���� � / /
LL -P12-0509, RECD 03 78 2013 AS DOC. �� �J�O�2 ` '- -" �
N0. 2013-0128747, 0. R./ / Q.
. N DETAIL B o cn �.. NINDICATES RECORD DATA PER PARCEL MAP NO. � � 03/ i
24536REG D
P. M. 162191- 98�S*441
l
� INDICATES RECORD DATA PER PARCEL MAP N0. � � F` .
^ v QF N � C-0
31335, P.M. 209/24-27 53.33' «53.33'»yESTABLISHED BY LEAST ,cv
V*I
> INDICATES RECORD DATA PER PARCEL MAP N0. 44.42' «'» 44.42 / � �%p � SQUARES FIT OF CENTERLINE o Q �
34026, P. M. 223/78-82 � '�' TIES PER CITY OF R/ VERS/DE Z � (�
1100,CL� � � � TlE SHEET N0. 5791. f��
» IND/ CA TES RECORD DATA PER Cl TY OF
RIVERSIDE TIE SHEET N0. 5791.
]] INDICATES RECORD DATA PER DOC. NO. � � 45.14' «45.14'»
2002-246775. � � 1
PARCEL 7724-2 OF DOC. N0. 90-272216, O.R. �
� 100' RIGHT OF WAY FOR RAILROAD PURPOSES. 245 � � � _ 100000'�1 HELD RECORD ANGLE � \ ��
PER DOC. NO. N89'17P 38 W
RIGHT OF WAY OF COTTONWOOD AVENUE AND � NO
. Q 2013-0728747, O.R. (1247') R&M
SYCAMORE EASEMENT REC'DoN BLVD. PER02/28/2002 AS DOC.GRANT � '`'" g 1 � � U � �(40.
� 30'N 17 '32 55 ****E
R&M
2002-104063, O.R. o e R � E_ �� 2� �,i
EST. BY I N TERSEC TION
S.F.N. ESTABLISHED BY
CENTERLINE TIES PER
CIN OF RIVERSIDE TIE
SHEET N0. 5791
SEE DETAIL B
goo
N46'19'58"E
P ' (52.04') R&M
N43 40'56 "E
N89 23'05 "E 1149.99' (1150.35)
6� (71.80') R&M
N5333'18"E
�10� (35.17) R&M
23,01 2p02 � n FD. 1 " I.P. W/ "LS 4691Y
° . N�• s12°°` PP. OSC.COF PARCELS 120 AND '20
PER P.M. 162 91-98
REC. �
SEC. 10-T3S-R4W RIV. CO. 18-068 SBO 73681