rs0149_093COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESS101YAL LAND SURVEYORS' ACT THIS _ �_v_M_
DAY of —_ ;: F-" &_, 20_&
DAVID L. MCMILLAN, COUNTY SURVEYOR
LS 8488
EXPIRA TION. 12-31-2018
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 MR. DA WD MAR77S ON SEPTEMBER 20, 2017
DA TED .—�� z-3..�2018
STEFAN LANTHIER, PLS 7259
EXPIRA TION 12-31-2018
PURPOSE OF SURVEY
r4t LAND
N L.S. 7259 �
* EXP. _12;a1.Ii8
Zlcoi CAL W3�
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE PROPERTY
DESCRIBED IN DOCUMENT N0. 2005-941393 O.R. REC. 11-14-2005
AND TO COMPLY WITH SEC710N 8762 (b)(5) OF THE PROFESSIONAL
LAND SURVEYORS' ACT.
BASIS OF BEAR/NGS
THE CENTERLINE OF CARLO DRIVE BEING N0109'30"E PER
MB 393/92-97 WAS HELD AS THE BASIS OF BEARINGS
FOR THIS MAP.
SURVEYOR'S NOTES
0 -INDICATES MONUMENT FOUND AS NOTED
Q -INDICATES SET 1 "IP do LS 7259 TAG, FLUSH
SNF -INDICATES SEARCH, NOTHING FOUND
CE -INDICATES CITY OF RIVERSIDE, CITY ENGINEER
( )-INDICATES RECORD DATA PER REFERENCE SHOWN BELOW
(Rl)-1NDICA7ES RECORD DATA PER TRACT N0. 4670, MB 77114-15
(R2) -INDICATES RECORD DATA PER TRACT NO 32046. MB 393/92-97
(R3) -INDICATES RECORD DATA PER TRACT NO. 10019, M8 129/24-26
(R4) -INDICATES RECORD DATA PER PARCEL MAP 13/67
(R5) -INDICATES RECORD DATA PER RS 36/25
GRAPHIC SCALE
so 0 30 so 120
( IN FEET )
1 inch = 60 ft.
PANT FALOLSSONC MANH(KE' SQL. BW
FROM TIES PER CE AE N0. 11523
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ET 1 OF 1 SHEET
K t: L; (i K u
u 1� z5uKvl=y
11-14-2005 O.R. COR. PCL 3, RS 36125
moofmom ST TEMT
FILED THIS '51 DAY OF7:rD_nud2018
A T -CL 02 Am. IN BOOK 1� REC RDS OF
BEING A SURVEY OF A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 2 SOUTH, RANGE 5 WEST, S.B.M.
STEFAN C. LANTHIER PLS 7259 SEPTEMBER 2017 _ _,.,, _ . , r, „ ,_
SURVEY AT PAGE a� Y, AT THE REQUEST
FD S&W RIVERSIDE CITY SURV., OF THE COUNTY SURVEYOR.
NDuREF.c ACCEPTED AS CL INT .� FEE $'
TRACT N0. 4670
MB 77 / 14-15 ( TRACT N0. 32046 MB 393 / 92-97
ACCEPTED AS CL INT. SNF -ESTE. NW COR. OF THE SE 1/4m,
SE 1 /4, NW 114 BY PROPORTION PER
BEAETETY�AVE� � MB 77/14-i5/
SNF-ESTBL. AT REC.
DIST. j24.93') PER 8E/4 %N lei VENUE
CE Tit N0. 14232 � � N89'38'18'°E 26&2.83' (N89'038**30"E 2662.92' CALC. Rl) � "n' '
665.71" (665.73' CALC. Ri)
186.29' — — — 149.40'
� 149.40'
w SNF-ESTBL. FROM TIES EASEMENT FOR PUBLIC STREET
PER CE TIE N0. 14232 � do INCIDENTAL PURPOSES PER
2005-0941393. REC
11-14-2005 0 R.
I
I
I
I
I
I
I
EAST LINE OF THE WEST 2-5/6 ACRES OF -
THE SEI4SE�/4
NW` 114 SEC. 33
ESTBt. P R INST Nd. 2003-217686 REC.
5-1-2009 AND INST. N0. 2015-06373,
REC 2-18-2015, OFFICIAL RECORDS
i�
d-
ca
R� Iw
� I
0
d
Z
I
I
I
I
I
I
I
_ Dt Wt 1' A VtNUt=" ''_. °L `'"""' "". _ NUMBER ZVI ��0�737�fCQ�
PETER ALDANA
ASSESSOR -COUNTY CLERK -RECORDER
co
N BY•
� I ' to DEPUTY
PMB 13 / 67
FD 4141PIP, PLUG ILLEG.. FLUSH, N89:38'18"E, I ]R NQ. 3054 U-)
I PER MB a3u93/gCURVE
y BC ACCEPTED FOR LINE MB 53 / 70 �
ca
SNF SNF -NE COR. OF THE SE1 /4,
� BYE INtE'RSECTIOVEC. 33 ESTBL.
330.011 26.38 (26.36'R2
BEAM AVENUE
99
FD S&W RCE 21687, FLUSH,
EASEMENT FOR PUBLIC PER MB 393192-97
STREET & INCIDENTAL
PURPOSES PER FD 3/4 "I P & NAIL, DOWN
2005-0941388 REC M20 ACCEPTED AS AMA Y
INST NO. 2001-218251
REC. 5-17-2001 O.R.
14" PER INST. NO. 41511,
REC. 5-3-1968 O.R.
149.34'
w
w
186.29' 149.34'
665.64' (665.64'R1)
ES TB. SW COR. OF THE SE IA N89039'27"E 2662.56' (2662.56-v R1)
SE IA NW 114 BY PROPORTION
*11CH EQUALS THE REC. DIST CENTRAL AVENIJE
PER M8 7714-15
INST. NO. 2017-200406
REC. 5-18-2017 O.R.
I
I
330.01'
231.01 '
C 1/4 SEC. 33
R• FD SPIKE IN HANDWELL
iv Co 17-1 15 PER MB 393/92-97
a )
11-14-2005 O.R. COR. PCL 3, RS 36125
N
I
Rs 36125
N�
N �Q
NO
WEST LINE OF THE WEST 99 FEET OF THE
c�,
EAST 5 ACRES OF THE SE t 4 SE 114,
NW 114 SEC. 33 ESTBL. PER INST NO.
Av.,co
c,�
w"�
" ,
1D N89 3818E 33.00
2017-200406, REC. 5-18-2017, OFFICIAL
RECORDS
o
(N89"38'15'*E 33.00'R2)
�.. _.
o
(2) A-20. 55, 32 R=200. 00** L= 73.04'
(A--20"55100'*' R=200.00' L= 73, 01 'R2)
RS 31 83
I
QN8973818"E 176.10'
(N8913815PPE 176.04'R4)
00
N
to
@N89'638"18"E 54.91"'
u?
N
,n
t,
(N89*26$30"E 54.96'R5)
to
W
w
� o WEST LINE OF THE EAST 231 FEET OF
^v.,
THE SE 114 SE 114, NW 114 SEC. 33
ESTBL.
to I
_
csa FOM FD MON PER RS 36125
0
a
Cl
o
o
SNF z
INST NO. 2001-218251
REC. 5-17-2001 O.R.
14" PER INST. NO. 41511,
REC. 5-3-1968 O.R.
149.34'
w
w
186.29' 149.34'
665.64' (665.64'R1)
ES TB. SW COR. OF THE SE IA N89039'27"E 2662.56' (2662.56-v R1)
SE IA NW 114 BY PROPORTION
*11CH EQUALS THE REC. DIST CENTRAL AVENIJE
PER M8 7714-15
INST. NO. 2017-200406
REC. 5-18-2017 O.R.
I
I
330.01'
231.01 '
C 1/4 SEC. 33
R• FD SPIKE IN HANDWELL
iv Co 17-1 15 PER MB 393/92-97
a )