rs151_072CURVE TABLE
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
Cl
0035'47"
2310.00'
24.04'
C2
28007'43"
(2800712611
(28007'3711
550.00'
550.00'
550.00'
270.01'
269.97' R1)
270.00' R8)
LINE TABLE
LINE
BEARING
DISTANCE
L1
N23054'00"E
29.06'
L2
N37059'41 "W
81.65'
N6601 1'49"W
(N37'05414811 W
(81.63' R1)
L3
N27003'49"W
50.00'
N77035'1 3"W
(N2700513311 W
50.00' R1)
L4
N 32054'28" W
129.81'
N63°37'52"W
(N3205114911 W
129.70' R1)
(RADIAL)
(N3205513611 W
129.91' R8)
L5
N 32°54'28" W
122.04'
35043'59" W
(N32°51'49" W
122.13' R1)
L6
N74027'07"W
51.27'
(N74°21'20" W
51.32' R1)
(N74032'2211 W
51.20' R8)
L7
N74°27'07"W
115.18'
(N74'02112011 W
115.21' R1)
(N74032'2211 W
115.04' R8)
L8
N77'035'1 3"W
206.71'
(N77032'5811W
207.33' R9)
(N78'03312411W
207.34' R2)
L9 N35°45'10"W 228.53'
{N35°41'51"W 228.13' CALC R9)
L10 IN54° 1450"W 30.00'
(N54018'09"E 1 30.00' R1)
L11
N08000'23"E
0.72'
27
M B. 435/20
(NO8003142"E
0.72' R1)
(R3)
(N0800010811E
0.72' R8)
L12
N6601 1'49"W
229.93'
(R4)
(N67°09'41 "W
229.82' R2)
L13
N77035'1 3"W
562.29'
(R7)
(N7803312411W
562.03' R2)
L14
N63°37'52"W
50.00'
(RADIAL)
L15
N66006'00"W
11.89'
L16
35043'59" W
107.76'
IN
(N 35044'35"W
107.75R8)
REFERENCES:
(R1)
TRACT 53
27
M B. 435/20
(R2)
- RS 43/37-40
(R3)
-MAP OF AUBURNDALE
COLONY AND TOWNSITE
M.B. 6/20, S.B. CO.
(R4)
- CR 06-0525
(R5)
- CR 2013-0931
(R6)
- CR 2013-0929
(R7)
- CR 2014-0222
(R8)
-TRACT N0. 14357
M.B. 111/87-88
(R9)
(Rl o)
•
IN THE CITY OF CORONA, COUNTY OF RIVERSIDE
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCEL A. LOT LINE ADJUSTMENT RESOLUTION NO. LLA 14-0031
INSTRUMENT NO. 2014-0341455 OF OFFICIAL RECORDS
BEING A PORTION OF LOT 15, BLOCK 99, AUBURNDALE COLONY AND TOWNSITE
BOOK F, PAGE 20 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
BEING A PORTION OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO MERIDIAN
JEFFERY L. MAYS LS 6379
DATE OF SURVEY: SEPTEMBER 2017 AND OCTOBER 2018
JRN CIVIL ENGINEERS
COUNTY SURVEYORS STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSION LAND SURVEYORS' ACT
H I S_ �!_t_ DAY OF 2015t.
DAVID L. MCMILLAN, COUNTY SURVEYOR �' �,• Ctij�
L.S. 8488 •3! copec) ; <
� z
No. 8488
Exp. 12-31-20
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
N 23'54'00" E ALONG THE CENTERLINE OF
COTA STREET PER TRACT 14357 FILED IN
BOOK 111, PAGE 87-88 OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, STATE OF CALIFORNIA.
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS DAY OF %j---: 2019, AT
�.?..M. IN BOOK _LdA RECORDS OF SURVEY,
AT PAGE AT THE REQUEST OF THE COUNTY
SURVEYOR.
No.
FEE ��• d�
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
7.11INiff 0,11!V0 . � smAgm
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 INVESTMENT BUILDING GROUP
IN SEPTEMBER OF 2017 AND OCTOBER OF 2018. �
p
JEFFERY L. MAYS DATED:
r PLS 6379
FD. 2 1/411
BRASS DISC IN
WELL, DOWN
1.8' PER (R1)
22.0 N)
Nt" �°j :-X00-)
X62 23
SEARCHED, FOUND
NOTHING, EST AT
RECORD DIST. (29.06')
PER (R1)
FD. 1" IRON PIPE, 10 /60 , �� � 1 T ^o
NO TAG, DOWN 0.2' �� o�5•i I , I ZO
PER R8"o-ice I �-
cc�nti�
o�D�r'... c�o
NNNN
1.0
SEARCHED, FOUND '�•
669 � � 130
'
oo 'VA
NOTHING, EST. AT 1
, 03�
RECORD DISTANCE G�� Z `
'00�%
FROM RIVER RD. AN 0 i
e5bt
COTA ST PER (R2)
FD. 1" IRON PIPE
W/ SHAFT DOWN i
0.3' PER (R1) , ,
FD. SPIKE &WASHER,
ILLEGIBLE, NO REF.,00e\ � �
i
FLUSH //�`Z- SFN < \ ( o
` SFN \ LOT 1 � � \ i N N
�Q N
Arc � 0�� � ��`� �°�'�
�'��� 000,OF \ ����
'00
0 o� c�
\4A. PS 6 ��,, �1 \ o' � \ EST. BY COMPASS 100A � � � r*_ � pO�i �O � \ �L �LLOT 6 RULE ADJUSTMENT
- v \
i \ .000 '00e 10000 6)1� \�p � 3� FN
LOT 2
;��E_ARCHED, FOUND
0,0
NOTHING EST PER ��' i 1100 \LQr'� ��\ �Q
TIES PER (R4) \ Ile� LOT 5 `•oo �� \ 0000,I-001 � O
N23°52'36"E SEARCHED, FOUND � OA, I I FD. 1" IRON PIPE,
� RADIAL LOT 7 NOTHING, EST. AT � �--� / \� \ 'fes �� � WITH NAIL 8� TAG,
� � � RECORD DISTANCE � � �� ��� \ � RCE 33755 PER (R10),
AND ANGLE FROM �� � SEARCHED, FOUND NOTHING
� 34 i COTA ST PER (R8) % �" EST. AT RECORD POSITION � �� � � � N54014'50"E 0.17'
a / / PER (R8) \ \ � �C N
` i � SEARCHED, FOUND
LOT 8 NOTHING, EST. BY I LOT 3 � I N. CORNER, LOT 15,
� I PROPORTION PER (R8) ESTABLISHED BY
- LLA 14-003 � � PROPORTION PER (R3)
' FD. SPIKE & WASHER, I � N54 21 18 E co
DOC 2014-0341455, O.R. I I N54o1305„E R8 \\ (5001 � �
# I LS 5347, PER (R7) � �N54 24 20 E R9; _ _ _ _ _co
SEARCHED FOUND
- TRACT N0. 33155 1 � 346.27' � 153.81' �� � NOTHING EST BY
M.B. 41275-79 ` -- (345.75'R8&R9) (154.241
- FOUND MONUMENT AS NOTED �, � � (154.25 R9) PROPORTION
Gn co�►[G dt W�CI-IGR L T 4 was - -- --- - - -n � i opo io��
NOTE - NO MONUMENTS SET
DURING THE COURSE OF
THIS SURVEY
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS
TO COMPLY WITH SECTION
8762(B)(4) OF THE PROFESSIONAL
LAND SURVEYORS' ACT AND
ESTABLISH THE BOUNDARY OF
PARCEL A OF LLA 14-- 003,
RECORDED SEPTEMBER 9, 2014
AS INSTRUMENT NO. 2014-
0341455, OF OFFICIAL RECORDS.
•-� o00 SEARCHED, FD. NOTHING, { )
LS 5347, PER (R7) 1 6w EST. BY INTERSECTION N
! 0 d' ' •
j FD. SPIKE & WASHER, o
LS 5347 PER R7 I o ��
--
j � aC
co PARCELA, SFN o
Z I PARCEL 3,
LLA 14-0030 ,,�•1/ ,,, t-
WASHER PM NO. 28053 I N ST. N O. 2014-0341455 O.R. , �/ � c
I FD. SPIKE &�3 � � M
47 PER(Rl)(R5)&(R6)P.M. 188/49-51 REC. 09/09/2014 OV/��''' M W
00�
3:., OC
FD. LEAD, TACK & TAG,
m
LS 5347, PER (Rl)&(R5)LoM m
PARCEL 4, ;t :;r b SEARCHED, FOUND
cn PM NO. 28053 M LOLO NOTHING EST AT RIGHT 30' r SEARCHEDFOUND
---� � 34! Z M M 4, SEA ,
...._..1 P.M. 188/49-51 ? ? ANGLE TO CENTERLINE
NOTHING, EST BY
PER (R1) PROPORTION
SCALE: 1 " = 100'
J N : 16742
cfl
N5401 0'31 "E 304.42'N54022'45"E 500.22' r
(N54013124'IE R1) (304.49' R1) (N54026'03"E R1) LOT 1 (500.18' R1)
(N54013105"E R8) (304.421 R8) „ M.B. 435/20-27 (500 R3)
FD. 1 IRON PIPE, 'S � S
�� LS 5347 PER(R5),r � FD. 1 IRON PIPE, � ED M MLo
5347 PER(R5), - FLUSH Lf) c ;-N-
LS ' N
LO
0
FLUSH c''
zmcM MM
FD. SPIKE & WASHER, co z z z Z
LS 5347 PER (R5)&(R6) FD. 2-1/2" BRASS DISK
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 SHOWN ON THIS SURVEY
MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY
NOT BE A BUILDABLE PARCEL.
DAVID L. McMILLAN, COUNTY SURVEYOR
L.S. 84$8 �.:P � Ti '3/ ' ZOZG'
HELD RECORD
ANGLE PER (R1)
19tSTAMPED "CAL DIV
00 HWY-REPLACEMENT"
DOWN 0.9' I N WELL
PER (R1), DEPICTION
00 EXAGGERATED FOR
NCLARITY
L
SEARCHED, FOUND
NOTHING, EST. BY
HOLDING RECORD
ANGLE AND DISTANCE
FROM FD, DISK PER (R1),
(43°45'33" 0.72')
RIVCO 18152