rs150_005Si
a
oCli-
0
0
00 .
0
� 0' 200' 400' 800'
I %m
SCALE: 1" = 200'
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO
SET PROPERTY CORNERS FOR PARCEL
2 OF LOTLINE ADJUSTMENT 5581,
RECORDED MAY 099 2017, AS
INSTRUMENT N0. 201 7-01 85 61 4, O.R.
L16
L7
PER TB 151/134
ACCEPTED AS NORTHWEST
CORNER OF SECTION 5
LINE DATA
IN THE UNINCORPORATED TERRITORY OF
THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
I v_j.AcA
]ILA i!la.
BEING A SURVEY OF PARCEL 2 OF LOT LINE
ADJUSTMENT N0. 5581 AS SHOWN ON NOTICE OF LOT
LINE ADJUSTMENT N0. 5581, RECORDED AS INSTRUMENT
N0. 2017-018561A, MAY 09, 2017, IN THE OFFICE OF
THE COUNTY RECORDER, COUNTY OF RIVERSIDE, STATE
OF CALIFORNIA, IN SECTION 5 -AND 6, TOWNSHIP 7
SOUTH, RANGE 2 WEST, S.B,B.M, ALSO SECTION 32,
TOWNSHIP 6 SOUTH, RANGE 2 WEST, S.B.B.M.
COORY ENGINEERING
SAMIR M. KHOURY, R.C.E. 30567
01-31-2018
F.D. 1" I.P.
SPIKE L.S. 5529
0.08' DN., PER
M. B. 246 /1-10
(N89°31'27"E 68.03')--�
�g
FD. 1 1/4" I.P. OJ
DN. 0.33' PER
M.B. 246/1-10 �
/ L17
L L8
8
L6 � L9
L10
CO
L3 L1 -�
L2 C�
L4
N. LINE SEC.5
T.7.S.,R.2W. S.B.M.
All ■
� lw
F.D. 3/4" I.P. WITH
PLASTIC PLUG L.S.
3163 PER TB
151/134 --�
�iA
ss,Jo�
ss,
O.R. 375415 -
LINE No.
BEARING
DISTANCE
G L1 ;)P
N54"25'10low i
11.30'
L2
N89'31'27"E
41.66'
L3
N 35 34 50 E
25.48
L4
N54'25'10"W
44.98'
L5
N54'25'10"W
55.00'
L6
N54'25'10"W
99.98'
L7
N 35'34' 50"E
215.08'
4C L8 '7 S26'29'25"W
75.95''`
C L9 ;P,
S24'56'57"E
2.70'
4C L10 �P
' S54'25'1 O"E
19.33'
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS &11"' —DAY OF
2 0� {� _, A T ���i�___, IN BOOK
OF ECORDS OF SURVEY AT PAGE
___AT THE
REQUEST OF THE COUNTY SURVEYOR.
FEE C" N O.a2QL$-QQ�_7.'ZQ1�f
PETER ALDANA, ASSESSOR—COUNTY
CLERK—RECORDER CLERK—RECORDEER
BY# _LllAAjv%A%_ E P U TY
BASIS OF BEARINGS
THE BASIS OF BEARING USED ON THIS SURVEY
IS THE BEARING NORTH 35'34'50" EAST OF
CENTER LINE OF WINCHESTER ROAD, AS PER
TRACT N0. 21854, M.B. 246/1-10 RECORDS OF
RIVERSIDE COUNTY.
� uF
N89'31'27"E 68.03'
(N89*31127"E 30.36')7
If
SEARCHED, FD. NOTHING
SET AS DESCRIBED
_. N89031'27"E 30.36'
L.L.A N0. 5581
INST. N0. 2017-0185614
4:Z. LAND AREA
826,676 SQ FT
18.978 ACRES
DEED RECORDED MAY 15, 2017
i AS INSTRUMENT N0.
2017-0193063, O.R.
OLD THOMPSON RD. VACATED PER
� RESOLUTION N0. 93-168, RECORDED
/ JANUARY 30, 2006 AS INSTRUMENT
N0. 2006-0069780, O.R.
to
A
t
A �-
w
00
CO
r
r
w �
w •►
�N N
w LO
w
N �
N
0 0
z 0
V
Z_
N. LINE SEC. 5
T.7. S., R. 2W. S.B.M.
N. LINE SEC. 5
T.7.S., R.2W. S.B.M.
------L16
N89 *31 ' 27 "�E 469.53 — . .-- C N89 31'27"E 551.5
60 a Q O.R.
375417
SEARCHED, FD. NOTHING INDICATES FOUND MONUMENT AS NOTED.
SET AS DESCRIBED
(,7 �—THE NORTH LINE
30� i _w,, < L<3' OF SECTION 5
AL13
T
`-q O.R.
A=27,29,1 Z„ 375419
R= 1050.00'
L= 503.72'
T= 256.80'
LINE No. : BEARING : DISTANCE
L11
COUNTY SURVEYOR'S
STATEMENT
L12
THIS MAP HAS BEEN EXAMINED
IN ACCORDANCE
L13
WITH SECTION 8766 OF THE
PROFESSIONAL LAND
L14 7:
SURVEYOR'S ACT THIS
182.26'
L15
OF F�� ___, 2018
20.00'
L16
N 35'34' 50"E :.
27.38'
DAVID L. MCMILLAN
NO'33'58"W
33.91'
LS 8488
1000.00'
255.51'
EXP. 12-31-18
m
LANG S
z
yip
D
p CO
D 9
NO -848,8 2
EKY 1231-18
00
�F CAI.IF�P-
rw
wo
SURVEYOR'S NOTES
SEARCHED, FD. NOTHING INDICATES FOUND MONUMENT AS NOTED.
SET AS DESCRIBED
(,7 �—THE NORTH LINE
30� i _w,, < L<3' OF SECTION 5
AL13
T
`-q O.R.
A=27,29,1 Z„ 375419
R= 1050.00'
L= 503.72'
T= 256.80'
LINE No. : BEARING : DISTANCE
L11
N 6'54' 50" E
177.89'
L12
N6'54'50"E
185.68'
L13
S6'54'50"W
50.00'
L14 7:
S6'54'50 "W
182.26'
L15
554'25'10"E
20.00'
L16
N 35'34' 50"E :.
27.38'
L17
NO'33'58"W
33.91'
R/W OF THOMPSON ROAD ESTABLISHED
PER DEED RECORDED SEPTEMBER 21, 1993
AS DOCUMENT NO. 3754199 O.R.
" R/W OF LEON ROAD ESTABLISHED
PER DEED RECORDED SEPTEMBER 27,1993
AS DOCUMENT NO. 3754179 O.R.
FD. 1" I.P., L.S. 5529 FLUSH IN AC
PER TRACT 28092 -M.B. 310/5-9
p SET 1" I.P. TAGGED R.C.E. 30567, FLUSH,
UNLESS OTHERWISE NOTED.
SET 2" I.P. TAGGED R.C.E. 30567, FLUSH,
UNLESS OTHERWISE NOTED.
O SET TAG R.C.E. 30567 ON TOP OF WALL
Ej SET TAG R.C.E. 30567 IN CONCRETE GUTTER
INDICATES RECORD DATA PER TRACT N0. 218549
M.B.246/1-10.
INDICATES RECORD DATA PER TRACT N0. 280979
M.B. 310/5-9.
L 7 R Ell �0��3 P!✓fZ �. �.i9 S,S81
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 SURVEYOR'S ACT AT
THE REQUEST OF FRENCH VALLEY TOWNE, LLC
PERFORMED ON JULY 05, 2017.
ppOFE55igw
SAMIR M. KHOURY,
R.C.E. 30567 �vei No. 30567 <'
EXP. 3-31-2018EXP. 03-31-18
/
aa�F�P
PIV. C o. ! 7- !!O
CURVE DATA
CURVE No.
DELTA
LENGTH
RADIUS s
TANGENT
Cl 7 =
26'51'23"
. 445.30' ;
950.00
226.82'
C2 7
28'39'58"
475.30'
950.00'
242.74'
C3 7
28'39'58"
500.32' :
1000.00'
255.51'
p SET 1" I.P. TAGGED R.C.E. 30567, FLUSH,
UNLESS OTHERWISE NOTED.
SET 2" I.P. TAGGED R.C.E. 30567, FLUSH,
UNLESS OTHERWISE NOTED.
O SET TAG R.C.E. 30567 ON TOP OF WALL
Ej SET TAG R.C.E. 30567 IN CONCRETE GUTTER
INDICATES RECORD DATA PER TRACT N0. 218549
M.B.246/1-10.
INDICATES RECORD DATA PER TRACT N0. 280979
M.B. 310/5-9.
L 7 R Ell �0��3 P!✓fZ �. �.i9 S,S81
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 SURVEYOR'S ACT AT
THE REQUEST OF FRENCH VALLEY TOWNE, LLC
PERFORMED ON JULY 05, 2017.
ppOFE55igw
SAMIR M. KHOURY,
R.C.E. 30567 �vei No. 30567 <'
EXP. 3-31-2018EXP. 03-31-18
/
aa�F�P
PIV. C o. ! 7- !!O