rs0149_082NOTE:
GROUND SURVEY WORK WAS CONDUCTED ON
OCTOBER 6, 2017
IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORD Ob r SURVb, I Y
BEING A SURVEY OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
SECTION 13, TOWNSHIP 6 SOUTH, RANGE 3 WEST, S. B. B. M.
PROFESSIONAL LAND SURVEYING, INC. OCTOBER, 2017
N8958'54"E 655.77' WICKERD R OAD
(N89 57'35"E 655.83') _ � _ _ _ N89 57'33"E 1 3 12. 38' � _
DOWN 4"
1 A ACCEPTED AS THE NW CDR OF THE
NE 7/4, SE 1/4 OF SECTION 13.
to
33'
0
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0
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Jot
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RAR��R N89 5949 "E
0.07' � d 655.07'
0
0
0
C. # 2004-0950847
RECD. 11/30104
ACCEPTED AS THE SW COR OF THE
NE 1/4, SE 1/4 OF SECTION 13.
(N89057POl "E 1312.38') IN89057p58PPE 1311.86'}
FOUND 1 1/2" ALUM. DISK STAMPED "RIV.CO. SURVEYOR".
DOWN 1.5' IN ROCK. PER. M.B. 363/5-16.
ACCEPTED AS EAST 1/4 CORNER SECTION 13.
4P Q�
FOUND 1" IP, FLUSH WITH BROKEN PLASTIC PLUG ILLEGIBLE. AFFIXED
PLASTIC PLUG TAGGED » L.S. 8509» . MONUMENT LIES N08018 25 W 0.31.
FROM THE NE COR OF THE N 112 , S 112o NE 1A SE 114.
FOUND 1" IP, DOWN 1.0' WITH TAG ILLEGIBLE.
MONUMENT LIES N47°32'41 "E 2.46
NOT ACCEPTED,
DOC. ,p 2003-607854
REC"D. 08/08/03 8 1/2
9 3 9/29
HIE 1/40
BE 9/4
(N89*590440'OE 1311.93')
0.31 '.
jN89'p59p44)'*E 1311.38'} -
656.83' T -
N 1/29 9 1/29 HIE 1149 SIE 114
MC. 93 4,63e, R,3wl3 p s,D.D,m.
625.07'
DOC. # 2071-0547676
RECD. 12/07/11
LORETTA A VENUE
N89057045"W 1,311.41' (N890574J'OW 1311.49)
- - - - - - - - - - - - - - - - - - -
DOC. If 2016-0419600
RECD. 9/27/76
ACCEPTED AS THESE COR OF THE
NE 1/4, SE 1/4 OF SECTION 13.
IN89057-#27))W 1310.90'}
50'
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0AC141A)hloov e t
SHEET 1 OF 1 SHEET
RECORDER'S STA TEMEN T
FILED THIS 49'A� DAY OFJI�'A)UA20 If .
AT A.M. IN BOOK _!{'�I OF RECORDS
OF SURVEY, AT PAGE �2 AT THE REQUEST
OF THE COUNTY SURVEYOR.
FEE g4. OD NO. 40ti • 002A44d'
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
SCALE: 1 "= 100'
BY -a4EPUTY.
SURVEYOR'S NOTES
1. THE BASIS OF BEARING FOR THIS SURVEY IS THE
CENTERLINE OF MIRA STREET PER M.B. 363/5-16.
BEING N 00°15'56" E.
2. • INDICATES FOUND 1" I.P. , WITH PLASTIC PLUG STAMPED
"L. S. 7504"; FLUSH, PER M.B. 363/5-16. UNLESS
0 THER WI SE NOTED.
3. Q INDICATES SET 1)" I.P. , FLUSH, WITH PLASTIC PL U G
STAMPED LS 8509. UNLESS 0 THER WISE NOTED.
4. () INDICATES RECORD DATA PER PER M.B. 363/5-16.
5. INDICATES RECORD DATA PER PER P.M. 22/17.
6. INDICATES RECORD DATA PER DOC f 200J-788196,
REC'D 101071200J.
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE ONP�" LANA
BY ME OR UNDER MY DIRECTION IN CONFORMANCE NF 4, ��` P'' V/44
SGS
qs �.
WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF P.L.S.
8509
NELSON E. QUACKENBUSH, IN OCTOBER, 2017.
S EXP. 12/31/18 �
MIGUEL A. VILLASENORYI 4-
CAS
L. S. 8509 XP. 12131118
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT, THIS DAY OF -,05-Gt/A 20il
DAVID L. McMILLAN, COUNTY SURVEYOR
L. S. 8488 EXP. 12131118
GRAPHIC SCALE
100 0 50 100 200
IN FEET )
1 inch = 100 ft.
rz
p,L V
/y4 p\
j, /.-
No. 8488
EXP.
12/31/18
300
RIV. CO. 17-124
SEC. 13, T -.6S, R.3W.
Z_'
DA TA TABLE
NO.
BEARING/DEL TA
LENGTH
Ll
N 89 °5858"
W
30.00'
N 89 °59'01 "
W
30.00'
L2
N 00°1556"
E
285.16'
N 00 01556 "
E]
[285. 03'
L 3
N 45 °0 7'53"
E
21.16'
N 45 008'06 "
El
[21.16'1
L 4
N 00 *00'11 "
W
30.00'
N 00 °DO' 16 "
W
30.00'
L5
N 89 °59'49 "
E
44.79'
N 891159,44"
E]
[44.80)]
0
0
0
C. # 2004-0950847
RECD. 11/30104
ACCEPTED AS THE SW COR OF THE
NE 1/4, SE 1/4 OF SECTION 13.
(N89057POl "E 1312.38') IN89057p58PPE 1311.86'}
FOUND 1 1/2" ALUM. DISK STAMPED "RIV.CO. SURVEYOR".
DOWN 1.5' IN ROCK. PER. M.B. 363/5-16.
ACCEPTED AS EAST 1/4 CORNER SECTION 13.
4P Q�
FOUND 1" IP, FLUSH WITH BROKEN PLASTIC PLUG ILLEGIBLE. AFFIXED
PLASTIC PLUG TAGGED » L.S. 8509» . MONUMENT LIES N08018 25 W 0.31.
FROM THE NE COR OF THE N 112 , S 112o NE 1A SE 114.
FOUND 1" IP, DOWN 1.0' WITH TAG ILLEGIBLE.
MONUMENT LIES N47°32'41 "E 2.46
NOT ACCEPTED,
DOC. ,p 2003-607854
REC"D. 08/08/03 8 1/2
9 3 9/29
HIE 1/40
BE 9/4
(N89*590440'OE 1311.93')
0.31 '.
jN89'p59p44)'*E 1311.38'} -
656.83' T -
N 1/29 9 1/29 HIE 1149 SIE 114
MC. 93 4,63e, R,3wl3 p s,D.D,m.
625.07'
DOC. # 2071-0547676
RECD. 12/07/11
LORETTA A VENUE
N89057045"W 1,311.41' (N890574J'OW 1311.49)
- - - - - - - - - - - - - - - - - - -
DOC. If 2016-0419600
RECD. 9/27/76
ACCEPTED AS THESE COR OF THE
NE 1/4, SE 1/4 OF SECTION 13.
IN89057-#27))W 1310.90'}
50'
O N
I.; o
N
w�
LO
wMM
`a
h O
w�
J
v
w
N
N
Iw
� w
wLo
co
cn
0
Q
O
rrC.7
V
00
C::�j
�V'J
LO
cOo N
p `� ,N
w4j
N
Caw
0
i
2oi9 or oo 000
0AC141A)hloov e t
SHEET 1 OF 1 SHEET
RECORDER'S STA TEMEN T
FILED THIS 49'A� DAY OFJI�'A)UA20 If .
AT A.M. IN BOOK _!{'�I OF RECORDS
OF SURVEY, AT PAGE �2 AT THE REQUEST
OF THE COUNTY SURVEYOR.
FEE g4. OD NO. 40ti • 002A44d'
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
SCALE: 1 "= 100'
BY -a4EPUTY.
SURVEYOR'S NOTES
1. THE BASIS OF BEARING FOR THIS SURVEY IS THE
CENTERLINE OF MIRA STREET PER M.B. 363/5-16.
BEING N 00°15'56" E.
2. • INDICATES FOUND 1" I.P. , WITH PLASTIC PLUG STAMPED
"L. S. 7504"; FLUSH, PER M.B. 363/5-16. UNLESS
0 THER WI SE NOTED.
3. Q INDICATES SET 1)" I.P. , FLUSH, WITH PLASTIC PL U G
STAMPED LS 8509. UNLESS 0 THER WISE NOTED.
4. () INDICATES RECORD DATA PER PER M.B. 363/5-16.
5. INDICATES RECORD DATA PER PER P.M. 22/17.
6. INDICATES RECORD DATA PER DOC f 200J-788196,
REC'D 101071200J.
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE ONP�" LANA
BY ME OR UNDER MY DIRECTION IN CONFORMANCE NF 4, ��` P'' V/44
SGS
qs �.
WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF P.L.S.
8509
NELSON E. QUACKENBUSH, IN OCTOBER, 2017.
S EXP. 12/31/18 �
MIGUEL A. VILLASENORYI 4-
CAS
L. S. 8509 XP. 12131118
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT, THIS DAY OF -,05-Gt/A 20il
DAVID L. McMILLAN, COUNTY SURVEYOR
L. S. 8488 EXP. 12131118
GRAPHIC SCALE
100 0 50 100 200
IN FEET )
1 inch = 100 ft.
rz
p,L V
/y4 p\
j, /.-
No. 8488
EXP.
12/31/18
300
RIV. CO. 17-124
SEC. 13, T -.6S, R.3W.
Z_'