rs152_063SCALE 1"=120'
J
- CORNER
S
BASIS OF BEARINGS:
C.L.
- CENTERLINE
�
THE BASIS OF BEARINGS FOR THIS
EST.
SURVEY IS NORTH 60'55'37" WEST
OALONG
THE NORTHEASTERLY LINE OF
INST.
PARCELS 1 AND 2 OF PARCEL MAP
�
Q- •
31751, FILED IN BOOK 212, PAGES 18
LS
THROUGH 20 OF PARCEL MAPS, IN THE
MB
OFFICE OF THE COUNTY RECORDER OF
N
RIVERSIDE COUNTY, STATE OF
NO.
CALIFORNIA.
C.L. EQUITY
DRIVE
FD. 1-1/4"
IRON PIPE
TAGGED LS 37999
FLUSH, PER
CR 00-164
FLUSH
FD. 1-1/2
BRASS CAF
STAMPE[
RCE 2191
PER (R2
FLUSI
RECORD OF SURVEY
IN THE CITY OF TEMECULA, COUNTY OFRIVERSIDE,
STATE OF CALIFORNIA
BEING A SURVEY OF A PORTION OF LOTS 3 AND 4 OF PARCEL MAP N0. 213611,
FILED IN BOOK 139, PAGES 89 AND 90 OF PARCEL MAPS, BEING L07 "C",
AS SHOWN ON THE LOT LINE ADJUSTMENT RECORDED JUNE 179 1988
AS INSTRUMENT N0. 166196 OF OFFICIAL RECORDS
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
JEFFERY L. MAYS, PLS 6379
J RN CIVIL ENGINEERS
SHEET I OF I
RECORDERS'STATEMENT
FILED THIS ��" DAY OF
_-mi Iq 1 2019. AT _3:31 P.M.
IN BOOK RECORDS OF SURVEY,
AT PAGE _l�, AT THE REQUEST OF
THE COUNTY SURVEYOR.
Ivo. �ol��18 4H(o
FEE ?� 4, oo i
PETER ALDANA, ASSESSOR -COUNTY
CLERK -RECORDER
BY: UfA l�Y` PUTY
LOT 12 LOT 47
TMCT N0. 29839-2 TRACT N0. 30687 NE. COR. PARCEL 5, (R1), SFN.
MB 345/1-19 �W COR LOT a�, SFN. Mg 355/33-37
mm
FD. 1 - 1 /2"
BRASS CAP
STAMPED
RCE 21914
PER (R2)
FLUSH
L1
--- �--"��-�---�---� PURPOSE 4F SURVEY:
THE PURPOSE OF THIS SURVEY IS TO
NW. COR. COMPLY WITH SECTION 8762 OF THE
PARCEL 5 (R1) PROFESSIONAL LAND SURVEYORS ACT,
SFN. BEING A SURVEY OF LOT "C" OF THE
LOT LINE ADJUSTMENT RECORDED
SFN.`
JUNE 179 1988 AS INSTRUMENT NO.
/00� 166196 OF OFFICIAL RECORDS.
PARCEL R5 (R1) y�� PA CEL SOUTHERLY OFNE (Rl)� SE. COR.
SFN. PARCEL 5,
(R1), SFN.
g8� 6
'j. 1
0•g.
1
SFN., EST. AEC. l � ,�g6�9 I
DELTA PER (R3)
r� Tl1RNFD RFCANGLE
� FROM STATED RADIAL
BEARING PER (R3)
N 80' 43' 14"W LR
***##jN80'4320 W R3
Q
t
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' �
ACT AT THE REQUEST OF MICHELLE REYES OF WESTCAP
CORPORATION, IN JULY OF 2017.
JUMY L. MAYS
L.S. N0. 6379
COR.
- CORNER
CR
- CORNER RECORD
C.L.
- CENTERLINE
E
- EAST
EST.
- ESTABLISHED
FD.
- FOUND
INST.
- INSTRUMENT
LLA
- LOT LINE ADJUSTMENT
LS
- LICENSED SURVEYOR
MB
- MAPBOOK
N
- NORTH
NO.
- NUMBER
PMB
- PARCEL MAPBOOK
RCE
- REGISTERED CIVIL ENGINEER
REC.
- RECORD
R)
- RADIAL BEARING
N80'43' 14"W
- SOUTH
SFN.
- SEARCHED, FOUND NOTHING
(XX.XX'
RX)- RECORD DATA PER
9'05'06"
CORRESPONDING REFERENCE
39.00' R3
SEE REFERENCES HEREON
N80'43'20"W R3
- FOUND MONUMENT
850.00'
AS NOTED
NOTE - NO MONUMENTS WERE
SET DURING THE COURSE OF
THIS SURVEY.
FD. 1-1/2w
BRASS CAP
STAMPED
RCE 21914
PER (R2)�
DOWN 0.2
'0'42'33"W _LR
70'42 32 W R2
FD. 1-1 /2"
BRASS CAP
STAMPED
RCE 21914
PER (R2)
FLUSH
L4
AIDgS 400 FD. 1 "X2" AND TACK, NO REF.,
yv$c
N40'03'02"E 0.26', UP 0.1', NO
�j� REFERENCE, POSITION �
RE-ESTABLISHED BY INTERSECTION
$ y.
C,
Vol 0
DE TA R (R3jE)�
FD. 3/4" IRON PIPE TAGGED
LS 4665, DOWN 0.2' PER (R2) S50'57'2999E(R)_
(BASIS OF BEARINGS)
\� S69'25'2890E LR) (S69'25 36E R5 FD. 3/4" IRON PIPE TAGGED
LS 4665, FLUSH PER (R2) I
�
115tco 31� t8.� 1 i
co� Yl
/ U
V 40
/ O
� S45'059449PE-IR)
CST5;_06T_3§'hE R1�� /
(S45'005939"E R2)
FD. 3/4" IRON PIPE TAGGED
LS 4665, FLUSH PER (R2)
• S48'08'35"W (�
�S48;08T33 W R2j
0016 I
FD. 1-1/2" BRASS CAP
STAMPED RCE 21914
PER (R2). FLUSH
COUNTY SURVEYORS STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYORS ACT' THIS DAY OF
2019.
D L. McMILLAN, COUNTY SURVEYOR
P.L.S. 84889 EXP. 12-31-20 No. .s
taft(E*-12-31-20
REFERENCES:
(R1)
CALCULATED61,
-PARCEL
DATA PER
LINE
MAPA203 89ECO�RD
L1
(R2)
-RECORD DATA OR CALCULATED RECORD
DATA PER
E
PARCEL MAP 31751, PMB 212/18-20
L2
(R3)
- RECORD DATA OR CALCULATED RECORD
PER
L3
E 6/ 9/88 NST.NO. 16 1960
RATA
(R4)
-RECORD DATA PER GRANT DEED RECORDED
N 60'55'31 "
JUNE 17. 1994 AS INSTRUMENT NUMBER
261616, O.R.
_
MEASURED LINE
DATA
LINE
BEARING
L1
DISTANCE
L1
N 29' 14' 15"
E
173.85'
L2
N 70'42'26"
E
462.53'
L3
N 3fi 02'42"
E
157.52'
L4
N 60'55'31 "
W
829.96'
L5
N 60'55'37"
W
618.59'
Lfi
N69025'28"W
R
39.00'
L7
N80'43' 14"W
R
39.00'
;2
120' 0' 120' 240'
SCALE: 1 " = 120'
JN: 16621
SEC. 26, T7S, R3W, SBBM
Rt VCO 17143
RECORD LINE DATA
LINE
BEARING
DISTANCE
L1
(N2W 14'37"E R 1
173.93' R 1
L2
(N7(74232*E R1)
(462.58' R1)
C2
N70'42'32"E R2
462.61' R2
L3
(N36*01 942wE R3)
(157.50' R3)
659.71'
N36.00'01 "E R4
157.82' R4
L4
(N6(755037*E R3)
(829.820 R3)
C5
N6758 1 6 E R4
829.95 R4
L5
(N6(r55*370E R2)
(618.57' R2)
261.53'
(N6CT559370E R3)
(618.56' R3)
5000.00'
N60'58' 16"E R4
618.53' R4
Lfi
(N6W25#36V R2)
(39.00' R2)
9'05'06"
W25'40"W R3
39.00' R3
L7
N80'43'20"W R3
39.00' R3
;2
120' 0' 120' 240'
SCALE: 1 " = 120'
JN: 16621
SEC. 26, T7S, R3W, SBBM
Rt VCO 17143
MEASURED CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
Cl
850.00'
430.86'
29'02'35"
C2
850.00'
1046.08'
70'30'46"
C3
1675.00'
659.71'
2733'58"
C4
889.00'
316.23'
20'2252"
C5
811.00'
411.09'
29'02'35"
C6
5000.00'
261.53'
759'49"
C7
5000.00'
511.61'
5'51'45"
C8
811.00'
128.59'
9'05'06"
C9
811.00'
282.50'
19'57'29"
C 10
850.00'
743.72'
50'07'54"
Cil
850.00'
134.78'
9'05'06"
C12
850.00'
296.08'
1 W57929"
C13
850.00'
296.08'
1 W57929"
C14
850.00'
302.36'
20'22'52"
;2
120' 0' 120' 240'
SCALE: 1 " = 120'
JN: 16621
SEC. 26, T7S, R3W, SBBM
Rt VCO 17143
RECORD CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
C 1
850.00'
R 1
430.98'
R1) (
29'03104" R1).
C2
(850.00'
850.00'
R 1)
R2
(1046.13'
1045.98'
R 1)
R2
(70'30'59" R 1)
70'30'29" R2
C3
(11675.009
1675.00'
R 1)
R2 1
(659.71 '
(659.71'
R 1)
R2
(22'33'59" R 1)
2733'59" 2).
C4
(889.00'
(889.0010
889.00'
R2)
R3)
R2
(316.08'
(316.21'
316.67'
R2)
R3)
R4
(=221'11 5" R2)
(2(r22'47" R3)
20'24934" R4
C5
811.00'
R 1
(411.21'
R 1
29'03' 30" R 1
C6
(5000.00'
5000.00'
R3)
R4
(261.53'
261.72'
R3)
R4
(75994910 R3)
759'47" R4
C7
(5000.00'
5000.00'
R2)
R3
(511.72'
511.72'
R2)
R3
(5'51'50" R2)
5'51'50" R3
C8
(811.00'
811.00'
R3)
R4
(128.59'
128.59'
R3)
R3
(W05'06" R3)
9'05'05" R4
C9
811.00'
R3
282.61'
R3
19'57'58" R3
C10 -C14
NA
NA
NA
;2
120' 0' 120' 240'
SCALE: 1 " = 120'
JN: 16621
SEC. 26, T7S, R3W, SBBM
Rt VCO 17143