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PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE LAND
DESCRIBED IN THE GRANT DEED RECORDED AUGUST 15, 2003,.AS DOCUMENT NO.
2003-626995 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY. AND TO COMPLY WITH
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
'
SECTION 8762(b)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT. BEING A SURVEY OF A PORTION OF LOTS 819, 10 AND 11 OF TRACT NO. 36281
AS SHOWN ON THE MAP FILED IN BOOK 57, PAGES 46 AND 47 OF MAPS,_
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
1
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS
SURVEY IS NORTH 88031'35" WEST 000ftk%
ALONG THE CENTERLINE OF McCALL r
BOULEVARD (FORMERLY "GRAND
AVENUE" AS SHOWN ON THE M
RECORD OF SURVEY FILED IN BOOK o M o
59 AT PAGE 46 OF RECORDS OF o 00 00 o
. Lo �. '4 co
d
SURVEY, IN THE OFFICE OF THE r - r
COUNTY RECORDER OF RIVERSIDE v
COUNTY COUNTY.
N
W
s
40' 0' 40' 80'
SCALE: 1" = 40'
2
50'
L1
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GO of
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R
BLAKE KERBS, PLS 9196
DATE OF SURVEY: DECEMBER 2020
JN: 2020GR-02
McCALL BOULEVARD
Cl - 237.61' M& R 1 /R2)
G2 --
283.97' (284.01' CF R 1 /R2) (BASIS OF BEARINGS) � 521.58'
N 88031'35" W o W y _ (521.62' CF R1 /R2)
o P. 0. B (D 1) (521.56' R4)
Lo
Q Lo
C4 N 88031'35" W 310.00' M & (R1/R2)
C�� ----- 164.61145.39' ---�
6
50'
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SURVEYORS STATEMENT. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE PROFESSIONAL LAND SURVEYORS' ACTAT THE REQUEST OF
GRS GROUP, IN DECEMBER 2020.
�- AND s�
ot'P K E R
co Q` o
Co
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Ai 2� 2oZ! 0� =
BLAKE KERBS DATED
PLS 9196 STA P P`-`�
TE OF
N 01 028' 30"E L4
CR_RADIAQ
208.39 M & (R1 )
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HELD PARALLEL WITH
porno
McCALL BOULEVARD
PER RS 59/46
261.13' (261.09' R4)
n _**_� I
N 88031'35" W
i
REFERENCES:
(R1) -
TRACT NO. 3628
M.B. 57/4647
(R2) -
TRACT NO. 3614
M.B. 56/80-81
(R3) -
PARCEL MAP NO. 15577
PMB 85/77-78
(R4) -
RSB 59/46
(D1) -
GRANT DEED RECORDED
AUGUST 15, 2003
DOC# 2003-6269951 0. R.
CF -
CALCULATED FROM
101.61'M & Fl)
(S88°31'04"E 101.61' D1) �S,
PQ)[f2C3
dOO 4 £3 dOO 4 JISO
S13°32'20"E TANGENT
(S13°31'04"E TANGENT Di)
uRlc(,:Zlu a0O o 0020
G�oC3o g77/4U�4a
'00
POR.
LOT 10
256.50' M & (R4) (N 88031 i 4" V'V 256.50' D1)
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MONUMENT NOTES AND ESTABLISHMENT NOTES.
v
e-
r"
• -
FOUND MONUMENT AS NOTED
1
FOUND SPIKE SHAFT DOWN 0.31, ACCEPTED AS REMAINS OF "SPK &
TAG LS 230411 PER (R3).
2
FOUND PK NAIL & WASHER "RIV CO. TRANS" PER CR 10-1003, DOWN 0.2'
FOUND CA DIV HWYS BRASS DISC IN WELL "STA 40+25 P.O.T. C.L. GRAND"
3
PER (R4), DOWN 1.1'
4
FOUND CA DIV HWYS BRASS DISC IN WELL "STA 28+85.14 EC" PER (R4),
DOWN 1.2'
5
FOUND CA DIV HWYS BRASS DISC IN WELL "STA 23+46.30 BC" PER (R4),
DOWN 1.0'
6
FOUND LT&T "LS 2304" AT 6.00' OFFSET PER (R3).
7
SEARCHED, FOUND NOTHING, ESTABLISHED 44.001, FROM FOUND 6.00'
OFFSET MONUMENT TO THE RIGHT OF WAY BC PER (R3).
(8)_
SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION
0
tn
E, m m
LOT 1 1
LINE
BEARING
DISTANCE
164.97'
L1
N 88031'35" W
N 88031'04" W
65.00' R 1 /R2
L2
N 88032' 10" W
50. 00'
N 88031'04" W
50.00' R 1
L3
N 01 027'50" E
34.00'
(N 01028125" E
34.00' R3)
L4
N 01 028'25" E
4.29'
(N 01028156" E
4.29' R1
L5
S 38023'52" E
75.51'
(N 38021138" W
75.51' R1 /R2/D 1)
L6
N 76027'40" E
44.00' (RAD)
(N 76028156" E
44.00' R1)
L7
N 61 °45'30" E
44.00' RAD
L8
N 13032'20" W
99.97'
(N 13031'04" W
100.00' R1/R2)
(N 13031154" W
99.97' R4)
L9
S 88031'35" E
43.78'
S 88031'04" E
143.8911 D1
SHEET 1 OF 1 SHEETS
RECORDER'S STATEMENT
FILED THIS Sth DAY OF a , 20211 AT
10 � IS A.M.INB0_OK_A5tQ RECORDS OF SURVEY, AT
PAGE al _, AT THE REQUEST OF THE COUNTY
SURVEYOR.
No. 2-o011 _.^ 02-1 $Cl()5
FEE ]Eq- - 00 -
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: C/ a5Q N_ ,DEPUTY
COUNTY SURVEYOR'S STATEMENT.
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS as DAY OF
Afr, L , 2021.
M0 9L
DAVID L. MCMILLAN, COUNTY SURVEYOR >
P. L. S. 8488, EXP. 12-31-22 a . 848 22
f%Al IF
COUNTY SURVEYOR'S NOTE:
THE COUNTY SURVEYOR HAS NOT
ESTABLISHED AS OF THE DATE OF RECORDING -
OF THIS RECORD OF SURVEY THAT THE LAND
SHOWN IN THIS RECORD OF SURVEY IS IN
COMPLIANCE WITH THE PROVISIONS OF THE
SUBDIVISION MAP ACT, DIVISION 2
(COMMENCING WITH SECTION 66410) OF TITLE 7
OF THE GOVERNMENT CODE. THE PARCEL
SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
LEGALLY CREATED AND THEREFORE MAY NOT
BE A BUILDABLE PARCEL.
DAVID L. McMILLAN, COUNTY SURVEYOR
P.L.S. 8488
N25.00'02"E
kmADIAL)
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
Cl
3008' 19"
2000. 00'
109.561 M & R 1 /R2
C2
3008' 19"
2000.00'
109.561 M & R 1 /R2
C3
90000'40"
(90000,00"
15.00'
15.00'
23.56'
23.56' R 1 /R2)
C4
2023'50"
(20231551t,
1950.00'
1950.00'
81.58'
81.63' R 1 /R2)
C5
14042' 11 "
(14041137"
644. 00'
644.00'
165.26'
165.16' R4/D 1)
C6
14042' 11 "
600. 00'
153. 97'
C7
36045'27"
600.00'
384.92'