rs161_081ZOZ3 ,w 03 1 q!63
O�i y; ��c/ _ y
BEARING
DISTANCE
ELINE
L1
Wo N
08'038'40"
E
20-00
N
08'541'03'0
E
260.73$
EL2
(N
08'039"06"
E R1 R4
260-64"
R1 R4)
L3
N
69*02*13"
W
192.79"
(N
69*02*00" W R4)
(192-88" R4)
L4
N
47059*057
W
88.99"
(N
47"571150" W)
(88.82'
R5)
L5
N
47059'091*
W
39-01'
(S
47"57'50"
E D3)
(38.82'
D3)
L6
N
47*57108"
W
134-87'
(N
47057'50" W R1)
(134.91'
R1)
(N
47*57950"' W D1)
(135. 00' DO
L7
N
07"571 9's
E
264-20'
L8
N
0715719"
E
164.20*
(N
07*57"19##
E R1 /D1)
(163.06' R1 /D1)
N
07"57919"
E
1100-00'
IL9
LI 0
N
07"57"19"
E
180.51
Ll 1
N
0705719"
E
91-95'
Ll 2
N
07*57g19"
E
88-56'
(N
0705719 to
E D1)
(87.48'
DI)
N
07*57*19"
E
164-25"(163.06-
R1)
L14
N
07*57'19"
E
16-26' (16.33'
D1)
LlM5
N
844151'40"
W
159-57 9
_(N
84*51"20"
W DO
(160-63"
D1)
_
L16
N
81'021'20"
W
161.681
M & (D1)
(N
81021'20"
W D1)
(161.68'
D1)
Ll 7
N
20'657140'9
E
61.72'
I
(N
20*58'00"
E R1 /D1)
(61.73'
D1)
N
20*58'00"
E R1)
61.72'
R1
S
20"58'00"
W D2)
61.72'
D2
Ll 8
N
47*58"10"
W
15.77'
(N
47*57'50"
W R1 /D1)
(15.77'
R1 /D1)
(S
47'057'50"
E D2)
05.77
D2)
Ll 9
N
0818"40"
E
1(94.791
95.07'
(N
08*39"00"
E R1 /D1)
RI /D1)
(S
08*39'00"
W D2)
(94.791
D2)
N
08"41'03"
E
100.00'
(N
- 09*26952"
E R2/R3)
100-08*
R2/R3)
(N
08*39000"
E R4/01/02)
100.009
R4/D1 /D2)
L21pL20
N
08*38"40'*
E
16.00'1
(N
08'039000"
E D1)
06.00 Di)
SURVEYOR'S STATEMENT."
�l I
RE11�11�,'FERENCES:
IN THE CITY OF CORC?NA, COUNTY
(RI) - RS 43/76 STATE QF CALIFORNIA
QU) - RS 145/4-24
(R3) - PSOMAS RS IN PROGRESS
FOR THE 91 FREEWAY EXPANSION
(R4) - YORBA HEIGHTS UNIT NO. I RECC)RD OF SURVEY
M.B. 22/5 1
(R5) - YORBA HEIGHTS UNIT NO. 3 BEING A SURVEY OF A PORTION OF LOT 31 IN BLOCK 2 OF TRINIDAD YORBA TRACT,
M.B. 25/71-72 AS PER MAP ON FILE IN BOOK 2, PAGE 22 OF MAPS,
(DI) - GRANT DEED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
RECORDED I 0101=20 BEING A PORTION OF SECTION 27, T3Ss R7W, S.B.B.&M.
DOG #2020-0470887, O.R.
(D2) - DEED, RECORDED MAY 21,1964 BLAKE KERBS, PLS 9196
INST. NO. 62451 t O.R. DATE OF SURVEY: NOVEMBER OF 2021
(D3) - GRANT DEED NEW CENTERLINE PER (R2/R3)
RECORDED 1/09/1962
INST NO. 2245s OLD CENTERLINE PER (R3) S/XTH STREET
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
NORTH 42*0210" EAST ALONG THE CENTERLINE OF VIA
BERNARDO, AS SHOWN ON THE MAP FILED IN BOOK 439
PAGE 76 OF RECORDS OF SURVEY, IN THE OFFICE OF
THE RIVERSIDE COUNTY RECORDER.
PURPOSE OF SURVEY.•
THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE
BOUNDARY OF THE PROPERTY DESCRIBED IN THE
GRANT DEED RECORDED OCTOBER 1, 2020 AS DOC#
2020-04708879 OF OFFICIAL RECORDS AND TO COMPLY
WITH SECTION 8762(B)(4) OF THE PROFESSIONAL LAND
SURVEYORS' ACT.
vu (01) IN BOOK 3063, PAGE 418, O.R.
& (D2)
N 81'02120" W (N 81*21100" W Rl)(N 80"33*41" W R2/R3) 730.461 (730.66' R2/R3) ci
20-009
C4
MA C3
# %NMWANNWMM ;. z
N 81*21"20's W N '0'1'0 730.47' (730.45' R3)
N o w R/W PER DEED, BOOK I
193s PAGE 242s O.R..J0REC. 04/31/1950365-00' M (D2)00 0 5
00 L16 C1 7
.00' M & (D1)
C-4 L21 C1 3
j
volo
ftwon"Mmmm 4� WAWXNMNMNNN towirr.0 MIN, 40VANwrnwr 40000mmwmmmm 0 lwmwmmp
MEMO
o
aft rn ( 325-00' (N 81"21'00" E 325-00D R1 D1 1 365.53' (365-839 R1 R4 C! 14
rn
coo
N 181'621 *20" W 730.53' (730.83' R1 /R4)
cr. ►
to CO
M C4 X
'*%, %l 04
w C4 01% to a
in
wNCO N
0
Qzt j %.l C'4 04
c*4
0 ! to
IC54 00
,0,0 Lo 00
z cn
cr)
0 C4 w
00 Opp
z 3t
N cm
W)
0
40' 0. CO
6 cy) 0
to z I n*
C4 000
c; **woo
C4
M3 ZI
(0
M4 co
N N 76'036'45a W
ci Q "w"IllIllo
6D�,Ar)
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
BOCK AND CLARK, AN NV5 COMPANY, IN NOVEMBER,,2021.
'04p"L. 7LA/�V/j
'00e
a_
iLAKE KERBS & _ DE
PLS 9196
PLS L 9196
Op CA
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION $766 OF
THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF
G 70' 1 2023.
DAVID "A CMILLAN, COUNTY SURVEYOR
L.S. $488
140'
<IV i339.04'
E5 rn
69 0211 w r"""I ..{33&4p D2) {8t,p�9 DI)
6 9,002 too ft 7%%-, i80.99' 1?1)
W0
41 Q 70 1%,
too) cv 03 It
aM& iRt/R4�
PC)
,n)
z It
IV AZ I I
% T U2,1,3
` �iN 69402soorp w 249.940
� fA s2,50.00# >>°4f�-W R4,
aftl M6
r
q/
L��A 5",� o�
Sto
I �ti pry'° ` � ��P
JK
11111011
Ell
N �° J�� j
rig
DETAIL "A'
MIS NOT TO SCALE
4@9000 0INIIIIIIIIIIIIIII OMWM � 4000" 111 GIIIIIIIIINNO MINIMS* 00"ft
TPOB (D1)
n
R/W PER DOC# 78126s O.R.
REC. 06/18/1973
Anil
d�
@LEO, 4,l
o z/c()� c2o-l�
����G3D� �D�� Oal�o
cp
GRANT OfFED
1 olol,12WO
R.
RECORDED& o
DOC# 2��'�-N q
e
C
cvv
pp�wQggL� 0% b��
90
Gjo0a aro IV C^ 0IIIII'
�70/
E4
SEE DETAIL "A'
C1 5 ')
K_
PWEEE
RECORDER'S STATEME T SHEET 1 OF I
OILED THIS _Z DAY OF Qr,�e__ 20239 AT
l4�31./?..M. IN BOOK /!Ej OF RECORDS OF SURVEY,
AT PAGE AT THE REQUEST OF THE COUNTY
SURVEY
67
NO.
- 03�� 6 3
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: CGDEPUTY
N 82"45'35" W 848.38'
(N 81'057"56" W 848-391 R2/R3)
c C2 C3NUMENTNOTES: M2
se's
E3
(n 6 FOUND PUNCHED DISK STAMPED "LS, 5287, DOWN 1.6% NO RECORD,
co
j ACCEPTED AS MONUMENT SET IN CONJUNCTION WITH A PSOMAS
.j
RECORD OF SURVEY IN PROGRESS FOR THE 91 FREEWAY EXPANSION,
So7-5701 ACCEPTED AS BEING ON A 20'OFFSET LINE.
"001M." jdrD1 A�.�
FOUND SPIKE AND WASHER STAMPED "LS 6970!'PER (R2), FLUSH
M3
FOUND 3/4" IRON PIPE, NO TAG, PER CR 07 07269 DOWN 0.9%
FOUND PUNCHED DISK STAMPED "LS 5287, PER A PSOMAS
RECORD OF SURVEY IN PROGRESS FOR THE 91 FREEWAY EXPANSION,
DO\NN 1.6I.
M5
FOUND MAG NAIL AND WASHER STAMPED "LS 7083!'PER CR 07 0726 AND
(R2), FLUSH, ACCEPTED AS CENTERLINE INTERSECTION OF VIA
SANTIAGO (EASTERLY).
Mfi
FOUND 314" IRON PIPE, NO TAG, DOWN 0.6'PER CR 14 0101
FOUND 3/4" IRON PIPE, NO TAG, DOWN Iff PER CR 14 0102
M8
FOUND I" IRON PIPE, DOWN 0.41, ACCEPTED AS I's IRON PIPE WITH PLASTIC
PLUG PER CR 14 0102, DID NOTACCEPTAS CENTERLINE INTERSECTION
OF VIA SANTIAGO (WESTERLY), USED FOR LINE FOR VIA BERNARDO.
M9
FOUND SPIKE AND ILLEGIBLE WASHER, NO RECORD, DOWN 0. 31, ACCEPTED
AS POINT ON THE CENTERLINE OF VIA BERNARDO AT THE SOUTHERLY
TERMINUS OF THE AREA NOTED AS "TO BE DEDICATED TO THE CITY OF
CORONA FOR ROADWAY PURPOSES' ON (RI).
FOUND 3/4" IRON PIPE, NO TAG, DOWN 0.61, NO RECORD, ACCEPTED AS
CENTERLINE BC PER (RI).
FOUND BRASS DISK IN WELL PER (R2), DOWN 0.8.
0 -
FOUND MONUMENT AS NOTED
80' 40 0' 80, 1601
SCALE: 1 = 80'
a
ESTABLISHMENT NOTESS
El ESTABLISHED BY INTERSECTION OF TANGENT LINE DRAWN FROM
MONUMENT M7.
SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DELTA PER (RI).
E3 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION OF A LINE
DRAWN TANGENT FROM POINT E2.
I
E4 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE
(132.24') PER DEED RECORDED 1/9/1962 AS INSTRUMENT NO. 2245, O.R.
E5 POINTS ALONG THIS LINE WERE SEARCHED, FOUND NOTHING,
ESTABLISHED THE NORTHERLY LINE OF B 0%vow(R6), PA►RALLEL WITH
VIA SANTIAGO AND AT RECORD DISTANCE (130. 001) FROM THE NORTH
RIGHT OF WAY LINE OF VIA SANTIAGO PER (R6).
Eg SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE
(420.031) PER (R6), ACCEPTED AS ANGLE POINT IN THE NORTH LINE OF
BLOCK 2.
E7 WESTERLY LINE CALCULATED FROM THE GRANT DEED RECORDED
MAY 21, 1964 AS INSTRUMENT NO. 62451 # O.R.
ES SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION.
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
ci
1'024'15"
10000-00S
245.07' M & R2 R3
PCURVE
C2
C2
0'04249"
10000.00'
124.57p
C3
0*41zo
10000-00"
120*50
C4
9*3721"
(9"36'22" R2 R3)
(9'837'30" R4
1810.00'
1810.00' R2 3)
1810.00' R4
303-983
(303.461 R2 R3)
(304.06 R4
C5
7'031'10"
1810-00'
237.55"
C6
2*06'11 "
1810.00 1
11850.00'
66.43'
C7
8010'24"
263.90
C8
C42#1 3"
(4042'23" R1 R4 D2
1850.00'
(1850-00 1 R1 R4 D2
151.87"
(151.96" R1 R4 D2
C9
372811 "
(378' 12" R4)
1850-00'
(1850. 00' R4)
112-031
(113. 25' R4)
C10
85*5339"
(85'51'35" R4)
20-00'
(20.00' R4)
29-98 1 IIIIIIINION
(29.97' Ito)
C11
21'003'04"
(21'04'00" R4)
(21*04'10" R5)
560.00'
(560.00' R4)
(560.00' R5)
Now
205,75"
(205.93' R4)
(205.93' R5)
C1 2
21003104
(21104*10" R4)
590.00'
(590.00' Rl
216.77inowns"I
(216.97' R4)
C13 0'041'25.5" 10100.00, 121.70"
(0041141 R1) (10100.00' RI) (122.47' R1)
0`41'41 D1)(122-46 1 DI)
C14
0'03112.8"
(0'031'28" R1&D1)
10100-00"
91.70'
(92.45' R1&D1)
C15
0*1012.7"
10100.00'
30-001 (30-021F D1)
C16
92'048'59*
(92"48139" D1)
13-00"
0 3.00' D1)
21-06"
(21.06' 01)
C17
3'030'20"
2000-00'
122-�37` M & (01)
C18
34"04151"
50.00'
29.741 M & (R 1
C19
34V4
20.001
11.9
C20
33*43'47"
(34"04'51 " D1 onsommum�
320-00'
(320:00' DII)
188-381
(190.34" D1)
C21
100*00,00"
89'058'41
D3)
20-00'
(20.00' D3) 1(31.42'
31.41 " I
D3)
RiCht1�M Inc. -
JOB NUMBER: 2021W5-20A
SEC. 279 T3Sv R7W RIV. CO 21-383