rs153_045SCALE I Its = 120"
.BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS
SURVEY IS NORTH 35*42"08" WEST
ALONG THE CENTERLINE OF PARKRIDGE
AVENUE AS SHOWN ON PARCEL MAP
FILED IN BOOK 7, PAGE 15 OF PARCEL
MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY,
STATE OF CALIFORNIA.
3
2
COUNTY SURVEYORS NOTE:
THE COUNTY SURVEYOR HAS NOT ESTABLISHED
AS OF THE DATE OF RECORDING OF THIS
RECORD OF SURVEY THAT THE LAND SHOWN IN
THIS RECORD OF SURVEY IS IN COMPLIANCE
WITH THE PROVISIONS OF THE SUBDIVISION MAP
ACT, DIVISION 2 (COMMENCING WITH SECTION
66410) OF TITLE 7 OF THE GOVERNMENT
CODE. THE PARCEL(S) SHOWN ON THIS SURVEY
MAY NOT HAVE BEEN LEGALLY CREATED AND
THEREFORE MAY NOT BE A BUILDABLE
PARCEL(S).
DAVID L. McMILLAN, COUNTY SURVEYOR
L.S. 8488
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOT 2 OF LLA 98-18, RECORDED
AUGUST 18, 1999 AS DOCUMENT NO. 1999-371161 OF OFFICAL RECORDS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AND A PORTION OF LOT
79 BLOCK 98, OF AUBURNDALE COLONY, AS SHOWN BY MAP ON FILE IN BOOK 60
PAGE 20 OF MAPS, SAN BERNARDINO COUNTY RECORDS.
JEFF L. MAYS P.L.S. 6379
DATE OF SURVEY: APRIL 2019
JRN CIVIL ENGINEERS
MONUMENT AND ESTABLISHMENT NOTES:
zol9.O4tt1z9
OX0141A)A&
.COUNTY SURVEYORS STATEMENT. -
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE pg� OFESSIONAL LAND
SURVEYORS' ACT THIS--- 2, DAY OF _AVOV
2019. -ol
DAVID L. MCMILLAN, COUNTY SURVEYOR
L.S. 8488
EXP 12-31-2020
6.�s, 4'
L.S. 82319 NO REF. ACCEPTED AS SEARCHED, FD. NOTHING. EST. AT
CL INTERSECTION REC. DISTANCE FROM POINT 3. PER R1
5 EST. BY PROPORTION PER R2 SEARCHED, FD. NOTHING. EST. BY
14 INTERSECTION
I-001 10-101 SEARCHED FD. NOTHING, EST. BY
o 0 ol 6 INTERSECTION OF HALF WIDTHS OF SEARCHED, FD. NOTHING. EST. BY
0000,
431 RIGHT OF WAY PER M.B. 6/989 S.B. CO. INTERSECTION
cps 1001,
cp SEARCHED, FD. NOTHING. EST. BY
vcx a y SEARCHED, FD. NOTHING. EST. AT
21 (D-REC. DISTANCE FROM POINT 6, PER R2 INTERSECTION
i� SEARCHED, FD. NOTHING. EST. BY
ol HELD REC. ANGLE 103*25'03"' 1111
-Z @_ PER R2 PROPORTION PER R1
%ZII EST. BY PROPORTION PER R3
IF SEARCHED, FD. NOTHING. EST. BY
s1s
0-1Q(D-INTERSECTION
00 1010 HELD REC. ANGLE 59*54'17" EST. BY COMPASS RULE ADJUSTMENT
55" PER R1 EST. BY TURNING RECORD ANGLE AT
POINT 15 AND TURNING RECORD ANGLE
N ,�� `N ��l s •� .,, ,�� AT POINT 16 PER (R1), THE MEAN BEARING
OF THE TWO SOLUTIONS WAS HELD THROUGH 50 !
04 � �
POINT 15.
0.000 SEARCHED, FOUND NOTHING, EST.
121
AT RECORD DISTANCE FROM POINT 3
PER (R1), TURNED RECORD ANGLE
y
t
AND DIISTANCE PER (R1)
/o , (900 30.0011)
SEARCHED, FOUND NOTHING, ESTABLISHED -BY
INTERSECTION OF 44" HALF WIDTH RIGHT OF
390
WAY.
SHEET I OF I
RECORDERS'STATEMENT
FILED THIS AY OF 06;c4.r;::_m6ex_,
20199 AT IN BOOK
OF RECORDS OF SURVEY, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.'00' Iq - 0 f
-_
9l2q
FEE 2 q7
.1.L,Q
PETER ALDANA, ASSESSOR -COUNTY
CLERK -RECORDER
BY:% ���IPUTY
LINE BEARING
ru 3 BRASS CAP IN M014.
WELL. STAMPED L.S. 41311, DN.
SEARCHED, FOUND NOTHING, EST.
DISTANCE
AT RECORD DISTANCE FROM POINT 3
N59029"321"W
N59'029112"W
8", PER R4 a
PER (R1), TURNED RECORD ANGLE
241.90'
(235.56
FD 1" I.P. TAGGED R.C.E. 10880
AND DISTANCE, AT THIS POINT, PER
yy
N84!46121'; E
DN 31' PER R4
(R1) (90* 50.009)
rt4FD
% OA.
".
Q_
SPIKE & WASHER, TAGGED
SEARCHED FD. NOTHING, EST. BY
INTERSECTION OF RECORD
1z
N0801 1 "24"E
L.S. 8231 9 NO REF. ACCEPTED AS
ANGLE
147.09'
CL INTERSECTION
TURNED AT POINT 6 (SEE NOTE 10
Af
L4
FD SPIKE & WASHER, TAGGED
HEREON)
6.�s, 4'
L.S. 82319 NO REF. ACCEPTED AS SEARCHED, FD. NOTHING. EST. AT
CL INTERSECTION REC. DISTANCE FROM POINT 3. PER R1
5 EST. BY PROPORTION PER R2 SEARCHED, FD. NOTHING. EST. BY
14 INTERSECTION
I-001 10-101 SEARCHED FD. NOTHING, EST. BY
o 0 ol 6 INTERSECTION OF HALF WIDTHS OF SEARCHED, FD. NOTHING. EST. BY
0000,
431 RIGHT OF WAY PER M.B. 6/989 S.B. CO. INTERSECTION
cps 1001,
cp SEARCHED, FD. NOTHING. EST. BY
vcx a y SEARCHED, FD. NOTHING. EST. AT
21 (D-REC. DISTANCE FROM POINT 6, PER R2 INTERSECTION
i� SEARCHED, FD. NOTHING. EST. BY
ol HELD REC. ANGLE 103*25'03"' 1111
-Z @_ PER R2 PROPORTION PER R1
%ZII EST. BY PROPORTION PER R3
IF SEARCHED, FD. NOTHING. EST. BY
s1s
0-1Q(D-INTERSECTION
00 1010 HELD REC. ANGLE 59*54'17" EST. BY COMPASS RULE ADJUSTMENT
55" PER R1 EST. BY TURNING RECORD ANGLE AT
POINT 15 AND TURNING RECORD ANGLE
N ,�� `N ��l s •� .,, ,�� AT POINT 16 PER (R1), THE MEAN BEARING
OF THE TWO SOLUTIONS WAS HELD THROUGH 50 !
04 � �
POINT 15.
0.000 SEARCHED, FOUND NOTHING, EST.
121
AT RECORD DISTANCE FROM POINT 3
PER (R1), TURNED RECORD ANGLE
y
t
AND DIISTANCE PER (R1)
/o , (900 30.0011)
SEARCHED, FOUND NOTHING, ESTABLISHED -BY
INTERSECTION OF 44" HALF WIDTH RIGHT OF
390
WAY.
SHEET I OF I
RECORDERS'STATEMENT
FILED THIS AY OF 06;c4.r;::_m6ex_,
20199 AT IN BOOK
OF RECORDS OF SURVEY, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.'00' Iq - 0 f
-_
9l2q
FEE 2 q7
.1.L,Q
PETER ALDANA, ASSESSOR -COUNTY
CLERK -RECORDER
BY:% ���IPUTY
LINE BEARING
NEDLY R/W TEMESCAL
TE M ES AL CREEK CHANNEL CREEK CHANNEL
DISTANCE
L1
N59029"321"W
N59'029112"W
R1)(N60*33'24"W
R2)
241.90'
(235.56
R1
239.32 R2)
L2
N84!46121'; E
(N83's44 15 E
R2)
0
41.021
(47.56 r- R2)
UP o,
L3
N0801 1 "24"E
(N07'09'1 8"E
R2)
147.09'
(Ms, R2)
A vn -p
L4
N84'23`3519E
(N84!23'359$E
Rl)(N83001953*"W"
R2)
271.51 s
(271.401"
Rl)(276.05'
R2)
L5
N84!23'35"E
(N83001'53"W R2)
255.32'
(255.22"
R1,
R3)
L6
N59*29"32"W
(Mo R3)
379.96'
(379.92'
R3)
L7
N30'032'1 7"E
(N30*309489'E
R3)
42..23'
(42.22' R3)
L8
N54! 18'55"W
(N54! 17'52"E
R3)
335.539
335.40'
R3)
L9
[N84!23'p35"E
(N84"2335"E
R1)(N83'01 `53"Vtf
R2)
16.181
(Mo Ri)
L10
IN59*2932'*W
N59"29' 12"W
R1, R3)(N60"33'24"W R2)
500.60'
Ll 1
N63*00'00"E
(N62*59'1 0"E
R1v R3)
582.82'
(582.59'
R1
R3)
L12
N63"00'00"E
(N62'059'1 0"E
R1)
596.98'
(596.75'
R1)
L13
N63'001'1 2"E
(N63*00'22"E
R1, R3)
630.981
(630.74'
R1
630.73'
L14
IN63'001"12"E
(N63*00'22"E
R1, R3)
645.15'
(644.90'
R1)
L15
N63'05' 37"E
(N63*04'46"E
R 1, R3)
673.169
(672.899
R lo,
R3)
L16
N63*05937"E
(N63*04'46'IE
R1)
687.32'
(687.061
Ri)
L17
N59'029132'*W
N59'29' 12"W
R1)(N60p33j24#jW
R2)
117.94'
(117.93'
R1)
L18
N59'029'329'W
(N59*29"12"W
R1)(N60*332499W
R2)
1103.01'
(103.00'
R1)
L19
N59'02932"W
(N59'029" 1 2"W
R1)(N60*33'24"W
R2)
120.01'
120.00'
R1)
L20
N30'51'02"W
(N30*55"33"W
Rl)
73.51'
73.61' R1)
L21
N81 "52'57"W
(N81 "53'38"W
R1)
50.00' -
(Mv Rl)
L22
N35*42'08'P'W
(M, Rl)(N36"46'02"W R2)
100.42'
(Mv R1)
L23
N35042`08"W
(Mo R 1 N36046'029'W R2)
100.411
(100.429
R1)
L24
N35*42'08"W
(Mo Rl)(N36"46'02"W R2)
87.01'---
(87.02' Ri)
L25
N35'*42'08"W
(M9 Rl)(N36'046'02"W R2)
86.991
(87.009 R1)
L26
N35`42'08"W
(Mo Rl)(N36*46'02"W R2)
326.259
(326.289
R1)
L27
N35'*42"08"W
(Mv Rl)(N36*46'02#'W R2)
314.979
(315.0010
R1)
L28
N54' 17'52"W
N54' 17'52"E
R1)
30.00'
L29
I N81"51"22"E
19.41 0
f / 9
-42 SW. R/W PER PM 7/15
4
`'' / / �' s: R
NE LINE LOT 7. BLOCK 989
��+ / / [�(o �' ,` M.B. 6/20j S.B.CO.
iA 0/ / / aoo�Q�a
N�o
•o / D o Cho �O❑
-49 -p
loo@-Iow��m ano
4906 621
0 91. an*
SURVEYOR'S STATEMENT. -
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 CARMEN LEE IN APRIL OF
2019.
•A to% q wl
JEFFERY L. MAYS DATED:
�� `�, \✓ � � „ �� � � � L.S. 6379
2
� \\ �� (�9��\Q� �' / � b �4 00
dL�GI GJOO o J£3��t3 ' /�
�' � �� DDOOC�a H(BE3�JJJ��3���6flg OOoG�o o� \�� ��/Q Q��/
d �r7 // (1G°�a�5lB`�� �
q\Q �� Q°�° DOC. NO.
2017.0278995, O.R. ��^
� �� 5 /� �� Q Q°s /� 19
�� �-,� ��p 16 � Ll 9 618.54# (618.479 R3) L7
Ll 8 Ll 7 L10 L6
----- _f T20-.63-1 (1221.399 Rly 1-m
00 N59-29*32ffW (N59-29*12nW Rl) (N60'33'24"W R2) b 'b
0 0
ui ui
rn co
N59*29'32"W (N59'*29'12'"W R1) (N60'33'24"W R2)
1 20' ot 1 20' 240'
SCALE, 1 120
JN: 1 6400
.000"
6 p �W. v
\p a
'ol 111 0-
"000, 0 1111
lij
00000'
L2 0-s.
621.86' 000e TO
5 a0.
Ll
1463.43' (1456.95* R1) (1456.650 R2)
7 WLY R/W OF JOY STREET
9 � r✓' PER M.B. 6/98, S.B. CO.
1642.929 (1642.94' R2)
`\ a �N � DOCUMENT NO. 1999-371161 O.R.
R/' I� .,,r � (R4) - CORONA CITY TIE #1115
t� (R5) -MAP OF AUBURNDALE COLONY
R sT �� M.B. 6/20, SAN BERNARDINO COUNTY HARRISON STREET
u�o
� \ NL aha
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO COMPLY
WITH SECTION 8762(8)(4) OF THE
PROFESSIONAL LAND SURVEYORS' ACT.
RIV CO 19073
NEDLY R/W TEMESCAL
TE M ES AL CREEK CHANNEL CREEK CHANNEL
PER RS 48/85-88
`'D� •w
REFERENCES:
oft -ft.
ft-ft. :&1-- 0
0 za
0
(R1) - PARCEL MAP
(R2)
NO. 7 15
UP o,
- RECORD OF
SURVEY 48/85-88�,��
VIA
(R3) - LLA 98-18,
RECORDED 08/18/1999
A vn -p
`\ a �N � DOCUMENT NO. 1999-371161 O.R.
R/' I� .,,r � (R4) - CORONA CITY TIE #1115
t� (R5) -MAP OF AUBURNDALE COLONY
R sT �� M.B. 6/20, SAN BERNARDINO COUNTY HARRISON STREET
u�o
� \ NL aha
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO COMPLY
WITH SECTION 8762(8)(4) OF THE
PROFESSIONAL LAND SURVEYORS' ACT.
RIV CO 19073