rs0149_080GRAPHIC SCALE
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( IN FEET )
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MS 21135
IN THE CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE STATE OF CALIFORNIA
320
RECORD OF SURVEY
BEING THE EASTERLY PORTION OF BLOCK 507 OF SMITHS ADDITION
TO ELSINORE, AS SHOWN BY MAP ON FILE IN BOOK 2 PAGE 135
OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, ALSO
SHOWN ON RS BOOK 28, PAGE 49 AND LYING WITHIN SECTION 5,
T.6S., R.4W., SBB&M.
CSRISTENSEN SURVEYING & MAPPING, INC. OCTOBER, 20 1 6
&K. 516
FD. PK NAIL OVER 134" IP,
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PER CR 90-193.
& CR 86-1040
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[N70 56 R]
PER RS 93/2 SDINF N70'650*1 8"W
Vil — - 360.04*
01**N70*48'33"W 750.261** 136091
300.01# [300.039] 0
130091
FD* i IPTHIS IS A 11E LINE ONLY (N712310W 3%:00.10S9
FLUSH, TAG TO CONTROL OF PROPERTY SURVEYED, CR 90-193)
LS 5697, PER NOT DETERMINED AS CENTERLINE
**
RS 93/2 tor 20 Lor ig BASIS OF BEARINGS
SLK 50 1
RS 9JI2
JN: 2442-1016
&K. 518
FLINT STREET
(A=68.30'00" R=54,709
L-65.400)
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SHEET 1 OF 1 SHEET
RBCORDBR'S STATEMENT
FILED THIS &DAY OF Wxv 20196, AT2.:41,pm,
h '
IN BOOK lqQ ORDS "
,L R E90 R 0 SURVEY,
AT PAGE AT THE REQUEST OF THE COUNTY
SURVEYOR.,
N0. 13 klb
FEEA WA •D
PETER ALDANA- COUNTY ASSESSOR —CLERK— RECORDER
A
BY: 9-wmma'- ,DEPUTY
.Qf,r]PVWVnJ7*_Q 00*A frWMWWW
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 HOANG HUNG THAI ON OCT.12—NOV. 5, 2016
I MARK W. CHRISTENSEN, PLS 5266
N70*47*34"W 618.07' (618.32' CALCD.) A-68'026"13" R=54.70 DATE:
L-65.34'
/ �,O,l �'�
525.04' Ar Rl
93.03 N16-59 ..-
9 COUNTY SURVEYOR'S STATEMENT
136091 (165-9 (93.32* CALC'D.) lb
Li- po THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
z 100.36' 8766 PF THE PROFESSIONAL LAND SURVEYORS* ACT THIS
I i
12 (100.661 CALCID. (L=21.30'00" R-227 DAY OF S c%r% 201 ►.
RS 28/49) % L-85.18' M&R) ...............
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if VIPd=21' 30'00!�_-,R=202' r% Axii n - P1 R AAAA
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25' 25' 8 0 COUNTY SURVEYOR
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EXP. DATE. 12/31/18
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0 F D iR SURVEY6Fi-7-!E� NOTES
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SURVEYORS NOTES
r*.. __. � �_ � � � � �m r**. w— 9 FOUND 2" IP (ID) NO TAG PER RS 28/49. AFFIXED TAG PLS 5266
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0) 0 cy) qr� TAG, OR AS OTHERWISE NOTED,
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0 0 SET 114" IP (OD), FLUSH, TAGGED PLS 5266, OR AS
0
co 04 OTHERWISE NOTED.
00 0 cn
040 (--) INDICATES RECORD DATA PER RS 28/499 OR AS
YS 33174 — 75
Lo OTHERWISE NOTED.
w to
00 7 a (M&R) MEASURED AND RECORD DATA PER RS 28/499
0
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K. 508 Y. &K. 507 01 &K. 507 u-) I NINDICATES RECORD DATA PER RS 93/2,
Nlq- RECORDED FEB. 179 2011 AS INST. NO. 007670%6
M8 2/135 oo MR 21135 Lo
co ill 6
oo INDICATES MEASURED & RECORD DATA PER MB 2/1359 SD CO.
a, 0`P' �Lo to SDNF — SEARCHED FOR DID NOT FIND NOTHING SET.
4 50
Q w !� CALC'D CALCULATED FROM RECORD DATA.
CD clq
04 T_ cn I o A DILIGENT SEARCH WAS PERFORMED AT ALL CENTERLINES, RIGHT OF
Z p 00
4 z ON cn WAY LOT CORNERS THAT COULD IMPACT A DIFFERENT LOCATION
0lr�0 z %.10 TO MY FINDINGS, SHOWN HEREON. NOTHING FOUND,
z
z
RS 28149 4% 05( BASIS OP BEARINGS
16
L
"�.
I FD. 134" IP, FLUSH IF c
4THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY
TAGGED LS 39839
NO s125rj\oo
REFERENCE dum— 25RIGHT OF WAY PO RY STREET, BLK. 501 PER MB 2/135 AS SHOWN
''
4?l ACCEPTED AS '�y ON RS 93/2 BEING [N70"56'12"W .
S '� q /{� R/W COR. 2
�. C' �Q MB 33/75.
,9 F�•, PG
LA
llljjlw� (165.00CALCID. �, / ,,,
MB 33/75) LA FD. PER SURVEYOR'S NOTES
135.11 (135) -10
152: 40 DN. 8"
Ar
b 015: 7.
360.02' (360.00) 164,89" 160.13p (1 60l) 115.96' •M&R) 2.6 , ..00l
\,Ibq
136091
325.0 2s (325. 000) cl 0010
N70048916"W 801.00'
POTTERY STREET
SEC, 59T6S9R4WSBM. RIV, CO. 016-136