rs148_095NOTE:
GROUND SURVEY WORK WAS CONDUCT= ON UA)l 5
, 2017
DA TA TABLE
NO.
BEARING/DEL TA
LENGTH
Ll
N 00 °47'10" E
326.92'
INDICA TES RECORD
(N 00 °47'10" E)
326.97'
INDICATES SEARCH
[N 00 °36 To-"- E]
326.71 'J
L2
N 00'5'1'57t' E
328.67'
INDICA TES FOUND BEN T 1 " I. P. & PL UG L. S.
fN 00°45'01 " E
328.80'�
1.47" OF P.L. COR. PER R.S. 123/85- 86. NOT ACCEPTED.
[N 00°36 TO -w- E]
1326.71 `1`]
FD. 1 P` IP & TAG L. S.
IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RECORDY OF S U1�VE
BEING A SURVEY OF LOTS 81 9, 10, 19 AND 20, IN BLOCK 27 OF THE "'ELSINORE LAKE WILDWOOD TRACT", RECORDED IN MAP BOOK 12s
PAGES 34 AND 35, OF MAPS, RIVERSIDE COUNTY, STATE OF CALIFORNIA. LYING WITHIN THE
NORTHWEST 114 OF SECTION 18, TOWNSHIP 6 SOUTH, RANGE 3 WEST, S.B.B.M.
PROFESSIONAL LAND SURVEYING, INC. JUNE, 2017
GRAPHIC SCALE
60 0 30 60 120 180
( IN FEET )
1 inch = 60 ft.
5567 IONP Jp", PER C.R. [N89 *41 100 POE 660.00']
151371. YUCCA S Te N89"48'31"E 661-53
Q*)
SCALE:
0
1) rp
�2
o
O
N89 049'04'PE 660.151 OLIVE S T. (N89 41 19 E 659.40) IN89 41 19 E 659.40pf [N89 e41 00 E 660.00]
N44 °41 'S3"W 28.05 SNF [434. 00-#] 186.031 [186. 00 P]
4J4.08'- -IIIIIIIIIIII 7o7h mI7
SNF SNF SNF 62. 0 1' 62.01 ' 62.01
SNF SNF [62. 00)] 62.00' 62.00' 20'
Z � co O op � i fid- � L6 LI
00
4 7 8 9 10 Z)
C -
%CN000 V -I
L6 Ld
LI LO 0j
o Q)
n N89'04855 "E 619.91 ' {N89 °41 '12 "E 619.54-f
Q I Q) Q� 'Y' 3
I J61.95)f J61.95 f J61.95'
SNF 00, 61
N
SNF SNF SNF SNF SNF SNF -62. .98' 61.99
.A -I
J71.95' [4J4. 00 {433.65 -If �62.00)] [62.007 [62.00 t] Q)cOOIN7F
6
Cr) °j o � � O � o
CN
11 1 2 13 20
14 15 16 17 78 '1 19 -4.J L
L6 CIN
o,CN, Q)
Lr)
LI
L6
[62.00 J <*Oz� QOO LOCI
Z!: Q)
Ld
�2 2�J61.94'j z N_
20 [62. 00
d-. �o.,.
00, 61.99 [62. 00)] [62. 00]
J61.94 of [61.94 pf [61.94-#f
�.,
5 4
SNF SNF SNF SNF SNF SNF 61.99' 61.95' 61.97'
[4J4. 00 j4JJ. 58 pf 0.18
2 433.80' HELD FOR LINE
SNF, RE-ESTABLISH
COTTONWOOD S T N89048'45"E 659.69' IN89 041 019 "E 659.40)f BY PROPORTION
o[N89"41'00"E 660.00']
CN
>
20' L 1 20'
(2 0) (2 0) SNF, RE-ESTABLISH L2
I BY PROPORTION 1542.63'1
ORANGE S T.[543.37']
E659.20' ' 542.57' 7 - - 7- --%/\-
N89"57'50"E 1201.77) (N89°5714 E 1201.81) [N89 41 00 E 1203.37#1 IN89 050 101 )PE 1201.72)f pp
FD. 1 IP & PLUG L. S. 5266 FD. 1 IP & TAG L. S.
UP 2 PER C.R. 15I3 71 & 3259 ON. 6'p, PERC.R. 151J71.
R. S. 12JI84 - 85.
1 OP = 60'
Z0rl-Q32ci I (_P5
,a�
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS 10� DAY OF 20��,
A T M. I N BOOK 14 OFFRECORD S
OF SURVEY, , AT PAGE 95 AT THE REQUEST
OF THE COUNTY SURVEYOR.
FEE 44- 10 - 00 NO. 201 -1-' 05 (A -E5
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY ------- . DEPUTY.
SURVEYOR'S NOTES
1. THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON THE
CENTERLINE OF CEDAR AVENUE AS SHOWN ON C.R. 15 / 371.
BEING N 00 47'10" E.
2. INDICATES FOUND 1" I.P. & PLUG L.S. 5266 DOWN 4
';
PER R.S. 123 / 85-86. UNLESS OTHERWISE NOTED.
3. 0 INDICATES SET 1" I.P., FLUSH, WITH PLASTIC PLUG
STAMPED LIS 8509. UNLESS OTHERWISE NOTED.
4.
INDICATES RECORD
DATA PER C.R. 151371.
5.
INDICA TES RECORD
OR CA L C "D PER M. B. 12 / 34-35.
6.
INDICA TES RECORD
OR CA L C PD PER R. S. 123 / 85-86.
7. SNF
INDICATES SEARCH
NOTHING FOUND.
8. 0 INDICATES FOUND BENT 1" I.P. OPEN FLUSH, S 6675l -#J9" E,
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE V/44 SG
WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF P.L.S. o 0
8509
NOE MEZA, IN MAY 5, 2017.
a � EXPJ 2/31/18
ks"
M1 GUEL A. VILLASENOR
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 .6 n/ DAY OF 4vGvJ i-- . 20,e 7
6'
V4
G. 4
CL Or No. 7611 u)
Exp. 12/31/18
lip
4 �40
R(CHARD G. LAN COUNTY COUNTY SURVEYOR
L.S. 7611 EXP. 12131118
RIV. CO. 17-084
SEC. 18, T. 6S, R.34V.
0.50" OF PROPORTIONED INTERSECTION, PER
C.R. 15 / 371.
NO T A CCEP TED.
9.
INDICATES FOUND BENT 1" I.P. OPEN DOWN
4" S61*43;51-"Es
0.41' OF PROPORTIONED INTERSECTION., PER
C.R. 15 / J71.
NO T A CCEP TED.
10. Q
INDICA TES FOUND BEN T 1 " I. P. & PL UG L. S.
5266 FL., N82 100'02 "E.
1.47" OF P.L. COR. PER R.S. 123/85- 86. NOT ACCEPTED.
11.
INDICATES FOUND 1" I.P. & PLUG L.S. 5266
FL, N15047*54"E 1.45'
OF P.L. COR. PER R.S. 123/85- 86. NOT ACCEPTED.
12. 0
INDICATES FOUND 1" I.P. & PLUG L.S. 5266
FL., S38*31`05"E 0.65"
OF P.L. COR. PER R.S. 123/85- 86. NOT ACCEPTED.
SURVEYOR'S S TA TEMEN T
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY DIRECTION IN CONFORMANCE V/44 SG
WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF P.L.S. o 0
8509
NOE MEZA, IN MAY 5, 2017.
a � EXPJ 2/31/18
ks"
M1 GUEL A. VILLASENOR
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 .6 n/ DAY OF 4vGvJ i-- . 20,e 7
6'
V4
G. 4
CL Or No. 7611 u)
Exp. 12/31/18
lip
4 �40
R(CHARD G. LAN COUNTY COUNTY SURVEYOR
L.S. 7611 EXP. 12131118
RIV. CO. 17-084
SEC. 18, T. 6S, R.34V.