rs152_013IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 5 WEST, S. B. M.
CHESTER F. RALSTON, LS 5174
I
SCALE: 1 " = 200'
0' 200' 400' 600'
SURVEYOR'S NOTES
AUGUST 2018
BASIS OF BEARINGS IS THE NORTH LINE OF SECTION 24 BETWEEN THE NORTH QUARTER CORNER
AND THE CENTERLINE EC OF JOHN F. KENNEDY DRIVE BEING N 89005'07"E PER MB 404 154 - 60
• INDICATES FOUND MONUMENT AS NOTED
Q INDICATES SEARCHED & FOUND NOTHING, SET I" X 18" IRON PIPE TAGGED LS 5174, FLUSH
( )
INDICA TES RECORD DA TA PER PM 191 / 69 - 71
j ]
INDICATES RECORD DATA PER RS 88 114
{ } INDICATES RECORD DATA PER DOCUMENT NO,. 120542, REC. JUNE 29, 1977, OFFICIAL RECORDS
(( ))
INDICA TES RECORD DA TA PER MB 404 / 54 - 60
jj 11 INDICA TES RECORD DA TA PER PM 49 / 96
{{ }} INDICA TES RECORD DA TA PER PM 98 / 53
C.L.F. INDICATES CHAIN LINK FENCE
FIELD SURVEY WAS PERFORMED ON JULY 18-19 & AUGUST 14, 2018
MONUMENT NOTES
# DESCRIPTION
1 FD. 3/4" 1P, NO TAG, UP 0.4 , IN SMALL ROCK MOUND FOR N. 1 / 4 COR. SEC. 24, PER MB 404 / 54 - 60, SET TAG "LS 5174"
2 FD. I" IP & TAG "RCE 21740" DN. 0.1; PER MB 404 / 54 - 60
3 FD. 1 " I P & PLUG "RI V. CO. TRANS." FLUSH, PER CR 18-388
4 FD. 1 " IP & PLUG "LS 5529" DN. 0.3; PER PM 191 / 69 - 71, 0.08' EAST OF PROPERTY LINE
5 FD. 1 " I P & PLUG "RI V. CO. TRANS."y FLUSH, PER CR 18-389
6 FD. 3/4" IP & TAG "RCE 862" UP 0.2; PER RS 88 / 14
7 FD. I" IP & PLUG "LS 5529" DN. 0.3 ; PER PM 191 / 69 - 71, N 89 ° 11'34 " E' 0.08' OF INTERSECTION OF PL AND 1/16 LINE
8 FD. 1 " IP & PLUG "RCE 21740, DN. 0.5; N 15°01'24"E ,0.32' OF TRUE POSITION, NOT ACCEPTED AS 1/ 16 COR.
9 FD. 1 " IP & ILLEGIBLE PLUG, FLUSH, FOR E. 1 / 4 CCPR. SEC. 241N LIEU OF 1 " IP & ILLEGIBLE TAG, DN. 0.8; PER PM 191 / 69-71
10 FD. 1-1/2" IP & TAG "LS 4343" IN LIEU OF 1-1/2" IP & TAG "LS 3365" PER PM 227 / 94-95
11 FD. 1 " IP & PLUG "LS 5174" DN. 0.5' PER RS 88 / 14
12 FD. 1 " IP & PLUG "PLS 7884", DN. 0.4; 0.37' N`LY OF 1 / 16 LINE
13 FD. 3/4" IP, NO TAG, DN. 0.5; N 3057'46"W 0.32' OF PROPERTY CORNER
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS � DAY OF , 20� ,
AT 3*53'P.M.INBOOK URECORDS OF SURVEY,
AT PAGE.1,3 _,AT THE REQUEST OF THE COUNTY SURVEYOR.
o t t
N0.11010
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
B1 In , DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY MEC F.
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT NO. 5174 p
AT THE REQUEST OF DAVE REYNOLDS IN JULY 2018. a X
_ EXP. 6-30-2019
CHESTER F. RALSTON LS 5174 (LICENSE EXPIRES 6/30/2019)
COUNTY SURVEYOR'S STATEMENT
9�FOF CAL\F�Q�
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SUR EYORS ACT
THIS 6 DA Y OF �' ` i , 20 1 ; Q' N �2 �o
p O. 8488
EXP. 12-31-2020
DAVID L.
McMILLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 12-31-20 FpF A��FO
C
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE PROPERTY LINES OF
DOC. # 120542 REC. 6-29-1977 O.R. AND THE EXTENT OF ENCROACHMENT OF
A 6' A ND 5' CHAIN LINK FENCE NEAR THE WEST LINE THEREOF.
ROBERTS ROA 0.10'
1/ 64 SECTION LINE
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N (A0416AS7-6
89 � �p�., 6�
� 66, 001
M
DETAIL "B"
NOT TO SCALE
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2
�- 0.34' ----
N 89 °05'07 E___ {330.00 }
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CIO 1 -,,,-N 3°5746"W 0.32'
6'C. L. F. COR. IS ON PROP. LINE PROD.`� - 0" - 1/ 16 SECTION LINE
0.11 S 89 '
4100 W 66.00 2.94
FEAST 66� 11
R/W
DETAIL "A"
6' C.L.F. S`LY, 4' C.L.F. N'LY NOT TO SCALE
L6
to N.E.'LY COR. BLOCK WALL N.E. COR. SEC. 24
IS 0.14' E'LY OF PROP. LINE SEARCHED AND FOUND NOTHING
ESTABLISHED BY INTERSECTION
r'N�-6'C.L.F. IS 0.3' E`L Y OF PROP. LINE
rk JOHN F. KENNEDY DRIVE 2
1 N 89005'07"E 2664.15' ((2664.23)) _ - -
N 89005'07' 2619.74' 2619.81' BASIS OF BEARINGS
-i- 1332.08' 1332.127) 1332.07' ((1332.129) '
N 44.41' l
6 N. 114 COR. SEC. 24 NORTH LINE SECTION 24 ((44.429) '
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3
9$ I W
�6 a
6'C. L. F. "T" 1 S 0.6' E'L Y OF PROP. LINE N o np)
aC? N cocn
coo
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a, 6 �; ti BROADEN LANE �'� _
�- �- � 'y � � cold co V
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(3) °
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Cftl-1 Lo ` : � l �� N 89005'4711E 660.3771
� co M ROBERTS ROAD _ 5 �� (N 89 °08'24 "E) [[660.00 ]]
V.,
o I '9i
6'C. L. F TIS 0.8 ELY OF PROP. LINE „ o � M ,
N ° r N 89007'19"E 660.37'
c� Z (N 89 0914E 1332.15
N 89008'21"E 1332.07
�: °05'07"E 330.00'
f\ 000 c� j
4 1
N 1 / 64 SECTION L/NE N {66.00]
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6'C. L. F. IS 2.2'EL Y OF PROP. LINE ? o cN
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O M Gy �, N
�f. _ � Z �„ O O cy)_ co 'Q, I M �
O O O � � � M ,��„ � ' ctOo O
� 6' C. L. F. I S 3.0' E'L Y OF PROP. LINE _ co �° `° ' W I o z
p o o0 00 � Q
� c0 � � � O ,. i M b.
z N- N r o w � `� I� o 0
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6'C. L. F. IS 2.5'EL Y OF PROP. LINE `' �
DOC. NO. 120542,
�
L Y REC. JUNE 29, 19 77, 0. R. (66.007
[1332.25 ] ES TAB I SHED 8 Cl0
WCL (1332.17) INTERSECTION Z
� - �-►- 1332.38 ��- - -
936.15' 936.19' CALC. 330.00' 330.00 --
0 0 1332.07' (1332.19) [1332.24 J g
N 89011'34"E "E 2664.45' 4- 9 5 �� I
0 6 N 89113 � M 227/9 7 �� _
�' (N 89012'28"E 2664.36) P Cl
O
z 6 C. L. F. I S 2.0 E L Y OF PROP. LINE r 4.49' � °°
� N 89 1155E 266 ] IU j �'�N -�M z
� OCOv� coNOl N W �.
W �"Icn OOOi = Q
4q: fit' fit' to cp
c)c�M ��NI O O
Lo �
co o Wm
6'C. L. F. COR. IS 1.6' E'L Y OF PROP. LINE
N 89°17`47"E 1332.08' IN 89018'32"E 1332.36'
GENTIAN R. E . 24 9
FENCE ENCROACHMENT DETAIL AN AVENUE E 1 /4 CO S C
SCALE: 1"= 60' 10
18-741 R/ V. CO. 18-137