rs149_009BASIS OF BEARINGS
BASIS OF BEARINGS: BEARINGS HEREON ARE BASED UPON THE
CENTERLINE OF AVENIDA DE SAN PASQUAL AS SHOWN ON PARCEL
MAP 31144 RECORDED IN PARCEL MAP BOOK 206, PAGES 68
THROUGH 69, INCLUSIVE, O.R. RIVERSIDE COUNTY, BEING: N 19'52'11"W.
PURPOSE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CORNERS FOR
PARCEL "A", 911399 & "IC91" OF LOT LINE ADJUSTMENT NUMBER 16-0890
RECORDED DECEMBER 28, 2016 AS INSTRUMENT NUMBER
2016-0579260. OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
SURVEYOR'S NOTES
DETAIL "A77 � 0 G`�\
NO SCALE
SW��
ci
FD. 1 1/2" BRASS
'000IIIIIAIIIIIIIII�CAPq FLUSH, LS 4644
PER RS 128/61-62.
i . Q.
d
Ilk-Ar
balb .0*
se 4
4?00
-00p
60;66'F
1191->(911
PARC EL
PH 34620
PH 220 / so - 60
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCELS 3 & 4 OF PARCEL MAP 8754, RECORDED IN PARCEL MAP BOOK 42, PAGES 47 AND 489
INCLUSIVE AND PARCEL 4 OF PARCEL MAP 22419 RECORDED IN PARCEL MAP BOOK 152, PAGES 62 AND 63, INCLUSIVE. LYING
WITHIN THE RANCHO PAUBA. PROTRACTED WITHIN SECTION 7 & 8, TOWNSHIP 8 SOUTH, RANGE 2 WEST. S.B.M
CLE ENGINEERING MAY, 2017
FD. , 2" OD. I P., FLU SH, LS
3160 PER PM 42/47-489, PM
21/61-67 RS 128/61-62, MB
295/54-579 PM 206/68-69
FD. 1 1/4" OD. IP., UP 0.1
RICE 21914 PER PM 42/47-489
PM 152/62-63 & CR 99-85
NF
11E11
PARCEL
LLA PA 05-0244
s.
PARCEL 11011
LLA PA 05-0243
o aft SM
O
o
� pa
o �c 44 4 p, `oo�o(Off
040
0
4�
A69
4�
<8989.515' .9 >
PH 34620
PH 220 / 58 - 60
SNF
A
<(Ad-15*17156"R-1145.00'L=305.74')>
4=15'18'35"
R=1145.00' L=305.95'
W W \-N18.50204»W R)
FD. 1 1/20 BRASS \tj W
CAP, FLUSH, LS 4644 S 0 50
PER RS 128/61-62.��,558-25 ft SNF [4_57-12`0
'6 ' A 3
a94p, 10 4 R=12oo.009 .01
AIAll 7-
jqJ 40 ft R L==344.909 (A=16'27121" L-344.65") 17 38 ,
W [,A�16-27'0r,'"L=344-561]
rN17,34,274.(R) 7
RO
LQo ��C����' ���os -
PARCEL 3
PARCEL "B"
LLA 16-0890
INST. 2016-0579260
Line Table
4D INDICATES, FOUND MONUMENT AS NOTED.
7131 PER CR
0 INDICATES, SET 1 1/4" OD. IP., FLUSH WITH
Ll
BRASS TAG RCE 22428.
17.94 7
18.00'1
SNF INDICATES, SEARCHED FOUND NOTHING, SET NOTHING.
N29*34733 37 W
IN293905P"w
() INDICATES, RECORD DATA PER PM 42/47-48.
L3
[ ] INDICATES, RECORD DATA PER RS 128/61-62.
476.141
INDICATES, RECORD DATA PER PM 152/62-63.
N2903473377W
< >INDICATES, RECORD DATA PER INST. 2016-0579260.
L4
386.63
L3
L2
<N29040117 11 W
.off'b
�
514.97"
N60*17"13"E 890.11"
1;p �,•�po
J00
344.69 A
FD. 1 1 /4" OD. I P.
FD. 1 1/4" OD. DN. 0.3 LIS 7131
PARCEL 4
IP., FLUSH, LIS PER CR 99-85.
DETAIL "A77 � 0 G`�\
NO SCALE
SW��
ci
FD. 1 1/2" BRASS
'000IIIIIAIIIIIIIII�CAPq FLUSH, LS 4644
PER RS 128/61-62.
i . Q.
d
Ilk-Ar
balb .0*
se 4
4?00
-00p
60;66'F
1191->(911
PARC EL
PH 34620
PH 220 / so - 60
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCELS 3 & 4 OF PARCEL MAP 8754, RECORDED IN PARCEL MAP BOOK 42, PAGES 47 AND 489
INCLUSIVE AND PARCEL 4 OF PARCEL MAP 22419 RECORDED IN PARCEL MAP BOOK 152, PAGES 62 AND 63, INCLUSIVE. LYING
WITHIN THE RANCHO PAUBA. PROTRACTED WITHIN SECTION 7 & 8, TOWNSHIP 8 SOUTH, RANGE 2 WEST. S.B.M
CLE ENGINEERING MAY, 2017
FD. , 2" OD. I P., FLU SH, LS
3160 PER PM 42/47-489, PM
21/61-67 RS 128/61-62, MB
295/54-579 PM 206/68-69
FD. 1 1/4" OD. IP., UP 0.1
RICE 21914 PER PM 42/47-489
PM 152/62-63 & CR 99-85
NF
11E11
PARCEL
LLA PA 05-0244
s.
PARCEL 11011
LLA PA 05-0243
o aft SM
O
o
� pa
o �c 44 4 p, `oo�o(Off
040
0
4�
A69
4�
<8989.515' .9 >
PH 34620
PH 220 / 58 - 60
SNF
A
<(Ad-15*17156"R-1145.00'L=305.74')>
4=15'18'35"
R=1145.00' L=305.95'
W W \-N18.50204»W R)
FD. 1 1/20 BRASS \tj W
CAP, FLUSH, LS 4644 S 0 50
PER RS 128/61-62.��,558-25 ft SNF [4_57-12`0
'6 ' A 3
a94p, 10 4 R=12oo.009 .01
AIAll 7-
jqJ 40 ft R L==344.909 (A=16'27121" L-344.65") 17 38 ,
W [,A�16-27'0r,'"L=344-561]
rN17,34,274.(R) 7
RO
LQo ��C����' ���os -
PARCEL 3
PARCEL "B"
LLA 16-0890
INST. 2016-0579260
Line Table
Line #
7131 PER CR
Distance
Ll
N29*34733
IN29*39105"W
17.94 7
18.00'1
99-85.
N29*34733 37 W
IN293905P"w
Ll
L3
N60017713"E
jN60*20v56v'E
476.141
N2903473377W
27.92"
L4
386.63
L3
L2
<N29040117 11 W
10-
514.97"
N60*17"13"E 890.11"
344.69 A
CD01
PARCEL 4
FD. BRASS TAG
wM
co co
LS 7131 IN SIDE
OF CONIC.
tK
/0)
FOOTING PER CR
(0
n
99-85.
N69 -52#45.,e 1�
65-769
Z
355.76
10.001
rn
Z
DETAIL "A77 � 0 G`�\
NO SCALE
SW��
ci
FD. 1 1/2" BRASS
'000IIIIIAIIIIIIIII�CAPq FLUSH, LS 4644
PER RS 128/61-62.
i . Q.
d
Ilk-Ar
balb .0*
se 4
4?00
-00p
60;66'F
1191->(911
PARC EL
PH 34620
PH 220 / so - 60
IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCELS 3 & 4 OF PARCEL MAP 8754, RECORDED IN PARCEL MAP BOOK 42, PAGES 47 AND 489
INCLUSIVE AND PARCEL 4 OF PARCEL MAP 22419 RECORDED IN PARCEL MAP BOOK 152, PAGES 62 AND 63, INCLUSIVE. LYING
WITHIN THE RANCHO PAUBA. PROTRACTED WITHIN SECTION 7 & 8, TOWNSHIP 8 SOUTH, RANGE 2 WEST. S.B.M
CLE ENGINEERING MAY, 2017
FD. , 2" OD. I P., FLU SH, LS
3160 PER PM 42/47-489, PM
21/61-67 RS 128/61-62, MB
295/54-579 PM 206/68-69
FD. 1 1/4" OD. IP., UP 0.1
RICE 21914 PER PM 42/47-489
PM 152/62-63 & CR 99-85
NF
11E11
PARCEL
LLA PA 05-0244
s.
PARCEL 11011
LLA PA 05-0243
o aft SM
O
o
� pa
o �c 44 4 p, `oo�o(Off
040
0
4�
A69
4�
<8989.515' .9 >
PH 34620
PH 220 / 58 - 60
SNF
A
<(Ad-15*17156"R-1145.00'L=305.74')>
4=15'18'35"
R=1145.00' L=305.95'
W W \-N18.50204»W R)
FD. 1 1/20 BRASS \tj W
CAP, FLUSH, LS 4644 S 0 50
PER RS 128/61-62.��,558-25 ft SNF [4_57-12`0
'6 ' A 3
a94p, 10 4 R=12oo.009 .01
AIAll 7-
jqJ 40 ft R L==344.909 (A=16'27121" L-344.65") 17 38 ,
W [,A�16-27'0r,'"L=344-561]
rN17,34,274.(R) 7
RO
LQo ��C����' ���os -
PARCEL 3
PARCEL "B"
LLA 16-0890
INST. 2016-0579260
Line Table
Line #
Bearingsqw
Distance
Ll
N29*34733
IN29*39105"W
17.94 7
18.00'1
L2
N29*34733 37 W
IN293905P"w
9.987
10.00]
L3
N60017713"E
jN60*20v56v'E
38.87
38.991�
N2903473377W
27.92"
L4
€N29'39'05"W
28.00)1
<N29040117 11 W
28.00'>
s. o (�j�
<N4*08154"W> o '
<48.00'>
IN4"07'42"Wf
148-00'
FD. 1 1/4 4'12'1'
IP.,, FLUSH, LS
7111 PER M 42.009-
99-85. jL1
476.14' 386.63
20/7.O�D/�G
0)4.IG/NAL
SHEET 1 OF 1 SHEET r I
RECORDER'S STATEMENT
FILED THIS AY OF SE=1�T�7�1�.,2017, AT ir:S7 A.M.
jrA -
IN BOOK - OF RECORDS OF SURVEY, AT PAGEq
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.
zo�� -� «-rte
FEE: 'C �O �
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BYa��1.�a.���►Pw,e-��P • C��� DEPUTY.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS
ACT THIS a0 -DAY OF SEPT' 2017.
No 4
D_aVid LL'S'��I�I�n COUNTY SURVEYOR m m
L.S.48//88; EXPIRES 12-31-2018
fig. CAW
Exp. 12-31MIS
FD. 1 1/4" OD;. IP.*
FLUSH, LS 7161 PER SURVEYORS*STA TEMEN T C, �
PM 206/68-69
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
co
ACT, AT THE REQUEST OF GREGG HUGHES, SURVEYED ON
(0 MAY 29 2017.
�,�IE
�S 0*
f ss/�':
00
N a- Z
FD. 1 1 /4" OD.juux, - B. KuULKti --ft A
IP., DN. 0.3% LS
Cz
PARCI,
R..E. 22428 EL 2 w No. 22428 m
C C
II
7131 PER CR co
99-85. -k
L4 CIVIL
FF C N0
GR AN\ALLE CT 0
�,
375.14' 0)
44.69 <(344.56>
N69'52$45"E N60*17'13"E 890.11' -p .10' (N60 -19143"E 890.41') IN60*20156"E 890.29'1 NF
365-769 tx
iiiiiiiiiijilljllllllIIIIIIIIIIIIIIIIIII <N61
LO co
C1q
0)
3 �65. 177 0
55. 76 0*9 .55..15 3 -7 FD. 1 1 /4" OD. I P. q
<35s .7 6 971) APACI TAr. I IQ FLUSH Pr -17 91014 n V-
Z
SEE DETAIL
PPA" 3
(AT LEFT)
A zk
V
"C"
PARCEL
LLA 16-0890
INST. 2016-0579260
CD01
PARCEL 4
Ott
wM
co co
FD. 2" OD. IP., DN. 1.5 LS
n
7131 IN SIDE OF PER PM42/47-489
CONIC. FOOTING PM 152/62-63 &
110 PER CR 99-85. CR 99-85
'176-9010 C3 CY
�O
EL. 80 0 40' 80 160 240
LU
M Z I I
(0
PARCEL "A"
3 0 U)
LLA 16-0890
INST. 2016-0579260 0SIC 1"= 80
30,Q 0
C)
Z
00
V_
,�,
co Iq &S ft
0 '111 Cv
(0 .40
/3k
<(N24 21 "22"E>
<(32.08)>
V-
2
I PAUBA RD
0)
N 24'19' 40"E
32.07' TTF
FD. 2" OD. IP., DN. 2.0', LIS 604 PER rm 21/61-67Cx S21-28-'29' J�z
2602 PER PM 21/61-67. PM 42/47-48. ........... ......... (R) (10
N55*51`229PE 0.16" FROM 0=12*40'10" R=1455*
00' L=321.73'
3
B.C. <(L=12*40'43"R=1455.00p L=321.973) r-
<(410.631)> ob > Z�
410.301 LO Cv
LO $0
0)
SAISIMAGO ROAD A=14"4457 to R=1400.009 S1 9-23'41 19E(R)
9p E 4110 27 L=360-39)
5-569-55 (4=14045'42"R=1400.009 L -3-54'12"E 410.63*) [N5- 60.70)
N55051922E 4 0.30 (N55 ft FD. 1 1/4-m OD. IP., FLUSH, RICE
LO
LO 20508 PER M8 295/54-57
FD. - 1 __ 1 /4" OD. Wof FLUSH, RICE
20508 PER MB 295/54-57.
N55'*51922"E 0.16* FROM B -C -
FD. 1 1/4" OD. IP., DN. 0.2', RCE
21914 PER PM 206/68-69, PM
15I6I-63 b PM 170/I4 -I5
MAP I
PROJECTED S7&8,,R2W,T8S 15286.100 RIV. CO. 17-080