rs161_030-031COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
THIS 13? DAY OF.�'U�- , 2023.
LA
/NPS M2
a o z 0
ix No. 8488
kj�, Exp. 12-31-24 \Q
OF CAS �F
DAVID L M96MILLAN, COUNTY SURVEYOR
L.S. 8488
COUNTY SURVEYOR'S NOTE
ACT
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 BUILDABLE PARCEL(S).
DAVID L Mc ILLAN, COUNTY SURVEYOR
L.S. 8488
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 PARSONS TRANSPORTATION GROUP
IN NOVEMBER 202
��\ONpL L
NO SGS
• L
SEAN M. SMITH, L.S. NO. 8233 SEAN M. SMITH
leo s z3
DATE
No. 8233 \Q
9TF OF CAL\FO��
IN THE CITY OF CORONA, COUNTY OF SHEET 1 OF 2 SHEETS
RIVERSIDE, STATE OF CALIFORNIA COUNTY RECORDER'S STATF_MF_%T
RECORD0 SURVEY FILED THIS AO" DAY OF'�� 20 t$, ATI1.3� A.A.M. IN
BOOKOF RECORDS OF SUf VEY, AT
OF LOT 17 OF TRACT 22070-2, FILED IN BOOK 171, PAGES 12 THROUGH 14 PAGES_ �l AT THE REQUEST OF THE COUNTY SURVEYOR.
OF MAPS, TOGETHER WITH LOTS 22 THROUGH 26, 32 AND 33 OF N0. o — % 0 V21
TRACT NO. 22126-2, FILED IN BOOK 171, PAGES 98 THROUGH 101 OF MAPS, FEE
IN THE OFFICE OF THE COUNTY RECORD OF SAID COUNTY, PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
LYING WITHIN RANCHO LA SIERRA. BY: DEPUTY
SPMS
N: 2, 308,545.48 PSOMAS
E: 6,077,051.14 SEAN M. SMITH, PLS 8233 JANUARY 2022
t
80' 40' 0' 80' 160'
t s �
GRAPHIC SCALE
t SCALE: 1" = 80'
t � `
2020
FOUND 2-112'' BC RIV-91 (A=75'1955" - s
PM R1.9 FL NO REF. (M&R2) R2)
N: 2,267,750.10 (M&R2)
t E: 6,138,601.38 A=75'1956 --'
t i ELEV: 482.88 NORTHERLY LINE OF LOT 1 1 D
-R=100.00
L=131.48•
TRACT NO. 20872-2
M.B. 161/51-54 I <M�OO �N�1S34tifcgR1)
t i 4f" ��`� X50' g�� i� &Rl) 1 j0. W 24 D
�¢Ll yg°
SFN SFN I/ SFN I SFN 1 S' �M& O 5�•
co Rl)
Oro L� \`\�`�� 23 r� tiR in' SFN S4 SFN
��6��� 325 \ ii 24 ��C� RS��>>s, o � iM�gR�1
OF SURVEY SFN v N64°21 17"W \\ ` ♦�7 y0 S�!ys%Q2 NI 16 (.0
17 v 18 // M&R1 SFN
PURPOSEti (R) 22 \ �28'�`, '%���� �J e o�� ( )
t S �� �� S `N6). qS/ `" rn A ° TRACT NO.
THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH THE NORTHERLY LOT LINE OF LOT 17 OF TRACT t i 920• C?6 / z, 6`� `9�• SFN ``39• S OF Z N09 22 03_E 22070-2
22070-2, IN BOOK 171, PAGES 12 THROUGH 14 OF MAPS, TOGETHER WITH LOTS 22 THROUGH 25, t ESTABLISHED PROPERTY 7., L2 7 PQ., 9 N to ° (R�
32 AND 33 OF TRACT 22126-2, IN BOOK 171, PAGES 98 THROUGH 101 OF MAPS, BOTH IN THE t LINE AT RECORD ANGLES r4,,- �' lM&R2 `.�' F9 ";� N21 32'45"W C4 /C3 / M.B. 171/12-14
t7 363 362 N7 ) `. 7 '4i to �—
OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, FOR A SOUNDWALL EASEMENT. t AND DISTANCES PER R2 �\ R2� 3�S 25 5'16.05„ SFN `34 'SCS O (� C , /
�43� zi v�' N28°35'43"E
BASIS OF BEARINGS AND DATUM STATEMENT ��;�\ 21 353 N6 sFFs x545, w "6o;'R2� ,;3s 332 I 317 ��, 'Pcc (R>
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF 1983, i f cp, _, 304 9S62�h SFN yFF N`,, 6,6 724 c7 s (
CCS83, ZONE 6, 2007.00 EPOCH AS DETERMINED LOCALLY BY THE LINE BETWEEN STATIONS ac3:\� , • „� 128 )), W�� / �? 8039 h S• �' SFN X11 4�0¢. I
"SPMS" AND"MAT2" OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) HAVING A t i ��=\� N68°24'2_4"W ���h/ �''' C27 �R2 L15 ,�\�� �`���� `�ti��fk / ^ 316 4\C¢?�40••
�� - oo ^ 364 ) 32 6--
6- �9. ? SFN g`L 34 •. i2
BEARING OF N67'39 04 W. ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP ARE GRID. r f o' `� a' S �'P 56
PRC n
REFERENCED CSRC STATIONS
STA
NORTHING
EASTING
SPMS
2,308,545.48
6,077,051.14
MAT2
2,257,426.32
6,201,390.32
OEOC
7,225,550.04
6,107,584.61
MAPPING ANGLE AND COMBINATION FACTOR
POINT NO.
NORTHING
EASTING
ELEVATION
MAPPING ANGLE
COMBINATION FACTOR
2020
2,267,750.10
6,138,601.38
482.88
-00'48'26.52"
0.99998072
t 1tt ttt,t t� tttt
�rn Nz - fjff1 i►
S/FN >► ` . v:
W \Q
h� �r<.v
4 Ciy�,Z51S/ S•R• l)�R�q \ 2- ^�
( 7 8o
C4;4R"�
of ^) � 26 SFN
00 SFN g
247" 00 19' N63°4y \
1
)!
�2223
2 1�8 j
`C
72'5403"W 9493: jr' C1 2
S4o g4,
Qr PCC (R) C17 \2 /F C20 ( o
D �J 34SFN pC•Rl)(�S9-.Nn R S
LO 5rnI : �N
N N 350 308 N56°23'47"E N69°44'57>- ° '"W g6mo�vr � �----PCC (R)o o � -CR
'0dh�o �SFN,314
NN arn
�oo
� pp I ----- " 32
INv� In °40'0 I � N4Eo
05 ��!N o O 32 32 to ) 1�1
'.4
1T
w o t �� t N81 ° 25' 58"E =� 135.00'R2 C14
I f m 11 t �\ APCC �R - _ �— _ _ L11 Qryti opo �- -� 'y '-�=
f to a N89'41'38"E 134.87 �,'� �- rn
t f r7 303 _ ---�� C23 (79.76 R2) 307 N ^ o J `
z �\ C2 L12 79.80' 180.00' (M&R2) '`� Z
arJ sr
ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT f �� L=115.34' N89'41'38"E 259.80' (259.76'R2) C15-' -----_____
(GRID) tt i rnt N$1.25,58"E 127.70' R=799.98' SUMMIT VIEW COURT 309 ---_ __
p=08'15'40" 306 _ \
t �t �, (M &R2) 305 (115.35'R2) " / 310 N81w - 61
DISTANCES SHOWN HEREON ARE INVERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE t 302 N09°24' 11 ,365.33' -
TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES, DIVIDE BY THE COMBINATION FACTOR i i �, (R=(M&R2'R2) TR)
PROVIDED HEREON. (M&R2)
RECORD REFERENCES
(R1) INDICATES RECORD DATA PER TRACT MAP NO. 22070-2,
M.B. 171/12-14.
(R2) INDICATES RECORD DATA PER TRACT MAP NO. 22126-2,
M.B. 171/98-101.
(R3)INDICATES RECORD DATA PER CORNER RECORD CR20063,
IN DOCUMENT NO. 2020-0492 IN THE SURVEYOR'S OFFICE
OF THE COUNTY OF RIVERSIDE.
(R4)INDICATES RECORD DATA PER CORNER RECORD CR20064,
IN DOCUMENT NO. 2020-0493 IN THE SURVEYOR'S OFFICE
OF THE COUNTY OF RIVERSIDE.
(R5) INDICATES RECORD DATA PER TRACT MAP NO. 22126-2,
M.B. 171/98-101 CITY OF CORONA CENTERLINE TIE 146.
(R6) INDICATES RECORD DATA PER TRACT MAP NO. 22126-2,
M.B. 171/98-101 CITY OF CORONA CENTERLINE TIE 147.
(R7) INDICATES RECORD DATA PER TRACT MAP NO. 22070-2,
M.B. 171/12-14 CITY OF CORONA CENTERLINE TIE 66.
(R8) INDICATES RECORD DATA PER TRACT MAP NO. 22070-2,
M.B. 171/12-14 CITY OF CORONA CENTERLINE TIE 65.
NOTE
SEE SHEET 2 FOR MONUMENT NOTES, LINE AND CURVE DATA TABLES,
TRACT 22126-2 DETAIL AND ESTABLISHMENT NOTES.
t s _ MAT2 /
N: 2,257,426.32
E: 6,201,390.32
z W-
0073.75
Lu
MAPPING ANGLE _ -00°48'26.52'POINT 2020 202o t; �' - ---- LEGEND SURVEYOR'S NOTES ESTABLISHMENT NOTES
- PROJECT CONTROL () RECORD DATA AS NOTED OA - ESTABLISHED BY BEARING AND R/W INTERSECTION
CF CALC'D FROM
OEOC M MEASURED DISTANCE
N: 2,225,550.04 -FOUND MONUMENT AS NOTED R/W RIGHT-OF-WAY O- ESTABLISHED BY RECORD BEARING AND DISTANCE
E' 6,1 07, 584.61 SFN SEARCHED, FOUND NOTHING
RIV. CO. 22-091
F30-21
303
304
305
306
307
308
309
310
314
315
316
MONUMENT NOTES:
FD 1-1/2" IRON PIPE W/NAIL & TAG ILLEGIBLE, FLUSH. ACCEPTED PER R5.
FD 1-1/2" IRON PIPE W/WOOD HUB, FLUSH. ACCEPTED PER R5.
FD MAG NAIL & WASHER IS 8231", FLUSH. ACCEPTED PER R3.
FD 1-1/2" IRON PIPE W/WOOD HUB, FLUSH. ACCEPTED PER R5.
FD 1-1/2" IRON PIPE W/WOOD HUB, FLUSH. ACCEPTED PER R5.
FD 1-1/2" IRON PIPE W/WOOD HUB, FLUSH. ACCEPTED PER R5.
FD MAG NAIL & WASHER IS 8231", FLUSH. ACCEPTED PER R4.
FD 1 -1/2" -IRON PIPE OPEN, FLUSH. ACCEPTED PER R6.
FD 1-1/2" IRON PIPE W/WOOD HUB, FLUSH. ACCEPTED PER R6.
FD 1-1/2" IRON PIPE W/NAIL & TAG "LS 3163", FLUSH.
PER R6. DID NOT ACCEPT, MONUMENT OFF N1713'13"W 0.37'.
FD 1-1/2" IRON PIPE W/NAIL & TAG "RCE 14488", FLUSH.
ACCEPTED PER R7.
FD 1-1/2" IRON'PIPE W/NAIL & TAG "RCE 14488", FLUSH.
ACCEPTED PER R7.
IN THE CITY OF CORONA, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF LOT 17 OF TRACT 22070-2, FILED IN BOOK 171, PAGES 12 THROUGH 14
OF MAPS, TOGETHER WITH LOTS 22 THROUGH 26, 32 AND 33 OF
TRACT NO. 22126-2, FILED IN BOOK 171, PAGES 98 THROUGH 101 OF MAPS,
IN THE OFFICE OF THE COUNTY RECORD OF SAID COUNTY,
,tis,• `�,��,�1�� LYING WITHIN RANCHO LA SIERRA.
C3 00
325 \`�ss9� 5g' PSOMAS
SEAN M. SMITH, PLS 8233 JANUARY 2022
�� \ �'Qr�, DETAIL A
e r G \ s�� NOT TO SCALE
O (p_75•19'55"R2)(M&R
\O- �6,J
\ \ s N,75'19'56" R=100.00?�(M3A'2�
4 16,
1y
73�4'
19" G i SFN 8
�mmmmmmmm L �5 (1=70.35R2) ��� ais. 13'
�`�c'g0 �� SFN B (M 01.3>, SFN 1
325 %
FD 1-1/2" IRON PIPE W/NAIL & TAG "RCE 14488", FLUSH.
317 ACCEPTED PER R7.
318 FD 1-1/2" IRON PIPE W/NAIL & TAG "RCE 14488", FLUSH.
ACCEPTED PER R8.
325 FD 3/4" IRON PIPE W/PLASTIC PLUG "RCE 14488", UP 0.1'. PER R2. DID NOT ACCEPT,
MONUMENT OFF N5116'59"W 0.35'.
332 FD 3/4" IRON PIPE W/PLASTIC PLUG "RCE 14488", FLUSH,
ACCEPTED PER R1.
333 FD 3/4" IRON PIPE W/PLASTIC PLUG "RCE 14488", DOWN 0.3'. ACCEPTED PER R1.
346 FD NAIL & TAG IS 3163" ON SIDEWALK. ACCEPTED PER R2.
351 FD NAIL & TAG IS 3163-1 ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
352 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
353 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
356 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
357 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
F3-5-81 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
359 FD NAIL & TAG IS 3163" ON SIDEWALK. ACCEPTED PER R2.
360 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
F3-6-11 FD NAIL & TAG IS 3163" ON TOP OF CURB. ACCEPTED AS PL PROD PER R2.
362 FD NAIL & TAG IS 3163" ON SIDEWALK. ACCEPTED PER R2.
363 FD NAIL & TAG IS 3163" ON SIDEWALK. ACCEPTED PER R2.
364 FD NAIL & TAG IS 3163" ON SIDEWALK. ACCEPTED PER R2.
N OTE:
SEE SHEET 1 FOR BASIS OF BEARINGS AND PURPOSE OF SURVEY.
SFN
SCE EASEMENT FOR ELECTRICAL 0 2)
SFN AND COMMUNICATION PURPOSES ��,'o
PER DOC. NO. 1987-365983, O.R. ; �
sem, REC. 12-30-1987 '
o G \ 23'00. lb 1:
i
4/� B 4m 24 24
TRACT NO. 20872-2
M.B. 161/51-54
O
�J
SFN
N 4°21' 17"WR� \\�� M�R2i o
(R) '.0
3'
l50 00 00^ 3'
C
' �Q`s000'
rrv,4538 1 00.
,0,- \J
1'1`S9
0
7
.3j�3rM�R
21 2�
359�Osr S9S
7.92'
SFN / �0
357 7.94'- / �6
358
7.85'
304360 i� o
NII 346 w P.
C
0.12 ' '
SFN V� 361 7.80'
i
LEGEND %356362
A - PROJECT CONTROL
- FOUND MONUMENT AS NOTED r
364
ESTABLISHMENT NOTES
O - ESTABLISHED BY BEARING AND R/W INTERSECTION
OB - ESTABLISHED BY COMPASS RULE ADJUSTMENT
OC - ESTABLISHED BY RADIAL BEARING AND R/W INTERSECTION
OD - ESTABLISHED BY RECORD BEARING AND DISTANCE
O - ESTABLISHED BY DISTANCE AND DISTANCE INTERSECTION
OF - ESTABLISHED BY BEARING AND BEARING INTERSECTION
OG - ESTABLISHED BY DISTANCE AND RADIAL BEARING INTERSECTION
Curve Table
Curve #
Delta
Radius
Length
Rec. Delta
Rec. Radius
Rec. Length
C1 ,
76'24'33"
30.00'
40.01'
(M&R2)
(M&R2)
(M&R2)
C2
113'23'42"
74.00'
146.45'
(M&R2)
(M&R2)
(M&R2)
C3
30'07'43"
74.00'
38.91'
(30'03'04"R1)
(M&R1)
(38.81'R1)
C4
30'54'48"
74.00'
39.93'
(30'58'15"R1)
(M&R1)
(40.00'R1)
C5
52'21'11"
74.00'
67.61'
(52'22'23"R1)
(M&R1)
(67.64'R1)
C6
10'54'03"
100.00'
19.03'
(10'53'57"R1)
(M&R1)
(19.02'R1)
C7
93'12'31"
57.00'
92.73'
(M&R1)
(M&R1)
(M&R1)
C8
06'40'58"
299.99'
34.99'
(M&R1)
(300.00'R1)
(M&R1)
C9
10'11'20"
299.99'
53.35'
(M&R2)
(300.00'R2)
(M&R2)
C10
1011'09"
100.00'
17.78'
(M&R1)
(M&R1)
(M&R1)
C11
06'02'10"
331.99'
34.98'
(M&R1)
(332.00'R1)
(M&R1)
C12
10'50'08"
331.99'
62.79'
(M&R2)
(332.00'R2)
(M&R2)
C13
85'15'09"
13.00'
19.34'
(85'15'50"R2)
(M&R2)
(19.35'R2)
C14
04'58'26"
531.99'
46.18'
(04'57'56"R2)
(532.00'R2)
(46.11'R2)
SEE
SEE SHEET I
TRACT NO. 22126-2'
M.B. 171/98-101
25
(--SCE EASEMENT FOR ELECTRICAL
AND COMMUNICATION PURPOSES
PER DOC. NO. 1987-365983, O.R.
REC. 12-30-1987
L15�_
26
SURVEYOR'S NOTE:
()
RECORD DATA AS NOTED
CF
CALC'D FROM
M
MEASURED DISTANCE
R/W
RIGHT-OF-WAY
SFN
SEARCHED, FOUND NOTHING
Curve Table
Curve #
Delta
Radius
Length
Rec. Delta
Rec. Radius
Rec. Length
C15
09'42'33"
499.99'
84.73'
(09'42'06"R2)
(500.00'R2)
(84.66R2)
C16
116'59'55"
13.00'
26.55'
(116'52'14"R2)
(M&R2)
(26.52'R2)
C17
233'42'32"
52.00'
212.10'
(233'44'27"R2)
(M&R2)
(212.14'R2)
C18
11'08'30"
88.00'
17.11'
(11'08'29"R2)
(M&R2)
(M&R2)
C19
59'59'24"
52.00'
54.44'
(60'10'04"CF R2)
(M&R2)
(54.61'CF R2)
C20
100'00'26"
52.00'
90.76'
(100'00'00"CF R2)
(M&R2)
(M&CF R2)
C21
73'42'43"
52.00'
66.90'
(73'33'47"CF R2)
(M&R2)
(66.77'CF R2)
C22
117'00'59"
13.00'
26.55'
(116'52'14"R2)
(M&R2)
(26.52'R2)
C23
08'15'40"
831.98'
119.96'
(M&R2)
(832.00'R2)
(M&R2)
C24
90'00'00"
13.00'
20.42'
(90'00'04"R2)
(M&R2)
(M&R2)
C25
25'18'22"
88.00'
38.87'
(M&R2)
(M&R2)
(M&R2)
C26
211'57'14"
52.00'
192.36'
(M&R2)
(M&R2)
(M&R2)
C27
22'20'47"
52.00'
20.28'
(22'21'35"R2)
(M&R2)
(20.29'R2)
1-C28
189'36'27"
52.00'
172.08'
(189'35'39"CF R2)
(M&R2)
(172.07'CF R2)
SFN
tip' /iZ24'
AD
/
SFN
W3'o;Lio(as �
SHEET 2 OF 2 SHEETS
a�-L0l
0:4, 16
��
LO Lo
vo
_ Z i -" �-
SEE SHEET I
332 \ \ c\'/
Z-26-
/-_j
20 j 3 X��
/-_j 2EJSFNLOT..E.,,
" T N63042'47""W v p
N 6 34 CT`NgRR2 C (-R)-
-SFN
Me O ^ /
J
',4?0B RqC32.
4IBSNO 315
Colo
c'bSFN
.
I N24°24' 10"W 7j1 j9�?j /11V6
\R� ?/ 3.2.20
34 I 37 N69°44'57"IV^,� (Mcj24>-y, N70°23'45"W
PCC �) �/ m1) 1 PCC n
® m 314
DETAIL "B" 314
NOT TO SCALE
MATCHING POINTS o�� /�
'cs C.
Q9V
IV634220
N>g2) 5"4>hkk
8g5
4w SFNN70'23'45"W
PCC (R)
tis 1'11k �a
G IN s>1� Z2�
Ix \6s.
32 i 0
o SFN
00 B
SFN �� I o �� A `5,9.�,i`
'L I 33 SFN
B
SFN I ;
50.00' p0") I Q (a
ASO SFN
z (M�,R 0 p0 `O
-45.38
a, I asp. p ) ) B
31 �Q 4S 104
SFN 2J 7.941 C.20
p 38.
> A 34
/ C / 352
8.29'
351 N56 ° 23' 47"E
4
8.02' (Rj---
i- f LOOKING 353 SFN
GLASS CIR. 1 SEE SHEET I
` t 308 / f --------
RECORD REFERENCES:
(R1) INDICATES RECORD DATA PER TRACT MAP NO. 22070-2,
M.B. 171/12-14.
(R2) INDICATES RECORD DATA PER TRACT MAP NO. 22126-2,
M.B. 171/98-101.
(R3)INDICATES RECORD DATA PER CORNER RECORD CR20063,
IN DOCUMENT NO. 2020-0492 IN THE SURVEYOR'S OFFICE
OF THE COUNTY OF RIVERSIDE.
(R4)INDICATES RECORD DATA PER CORNER RECORD CR20064,
IN DOCUMENT NO. 2020-0493 IN THE SURVEYOR'S OFFICE
OF THE COUNTY OF RIVERSIDE.
(R5) INDICATES RECORD DATA PER TRACT MAP NO. 22126-2,
M.B. 171/98-101 CITY OF CORONA CENTERLINE TIE 146.
(R6) INDICATES RECORD DATA PER TRACT MAP NO. 22126-2,
M.B. 171/98-101 CITY OF CORONA CENTERLINE TIE 147.
(R7) INDICATES RECORD DATA PER TRACT MAP NO. 22070-2,
M.B. 171/12-14 CITY OF CORONA CENTERLINE TIE 66.
(R8) INDICATES RECORD DATA PER TRACT MAP NO. 22070-2,
M.B. 171/12-14 CITY OF CORONA CENTERLINE TIE 65.
40' 20' 0' 40' 80'
GRAPHIC SCALE
SCALE: 1" = 40'
Line Table
Line #
Direction
Length
Rec. Length
L1
N71'01'26"E
45.40'
(M&R2)
L2
N10'27'06"E
15.54'
(15.55'R2)
L3
N37'59'37"W
40.00'
(M&R2)
L4
N65'58'05"E
51.28'
(51.17'R2)
L5
N24'08'09"E
105.88'
(105.75'R1)
L6
N50'30'1 4"W
41.13'
(41.04'R1)
L7
N16'06'04"E
41.04'
(M&R1)
L8
N09'24'55"E
52.01'
(52.33'R2)
L9
N26'23'11 "E
28.82'
(28.72'R2)
L10
N27'19'21"W
28.54'
(28.72'R2)
L11
N89'41'38"E
34.80'
(34.76'R2)
L12
N81'25'58"E
82.70'
(M&R2)
L13
N42'24'20"E
50.00'
(M&R2)
L14
N10'27'06"E
50.00'
(M&R2)
L15
N29'17'27"E
10.05'
(M&R2)
L16
N41 *37'03"E
87.15'
(87.18'R2)
L17
N00'20'17"W
99.95'
(100.00'R2)
L18
N0834'02"W
45.00'
(M&R2)
L19
N08'34'02"W
90.00'
(M&R2)
L20
N73'31'08"W
24.64'
(24.54'R1)
L21
N16'06'04"E
23.49'
(M&R1)
L22
N1 6-06'04"E
17.55'
(M&R1)