rs160_086ESTABLISHMENT NOTES:
E1 ESTABLISHED BY FOUND TIES PER CIN
TIE PLAT #4289
E2 ESTABLISHED BY -FOUND -TIES PER
CITY TIE PLAT #83
E3 ESTABLISHED BY FOUND TIES PER CITY
TIE PLAT NO #333
E4 ESTABLISHED BY PROPORTION
PER MB 6/44 SBCO
E5 ESTABLISHED BY PROPORTION
PER MB 6/44 SBCO (POB PER 131)
E6 ESTABLISHED BY COMPASS RULE
ADJUSTMENT PER RSB 144/49-62
E7 ESTABLISHED BY INTERSECTION
E8 ESTABLISHED AT RECORD
DISTANCE (331.23) PER (D1)
E9 1'1' EXCEPTION PER INSTR. NO. 132913,
RECORDED 11/19/1971, O.R.
W
CEJ
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RF -COR- D __0F.suRVE_K
BEING A SURVEY OF A PORTION OF LOT 29 IN SECTION 19, TOWNSHIP 2 SOUTH, RANGE 4
WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY MAP ENTITLED "MAP SHOWING
LANDS OF THE EAST RIVERSIDE LAND CO." ON FILE IN BOOK 6 PAGE 44 OF MAPS, RECORDS
OF SAN BERNARDINO COUNTY IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY
JEFFERY L. MAYS, L.S. 6379
DATE OF SURVEY: SEPTEMBER 2022
JOB NUMBER: 21665
JRN CIVIL ENGINEERS
REFERENCES:
MASSACHUSETTS AVENUE (R2) - RS 144/49-62
(R3) - MB 126/59-60
(R4) - MB 128/45-47
E2 (D1) - QUITCLAIM DEED
N 89'58'41 " E 499,59' RECORDED 5/1/1992
(N 89'59' 30" E R1) (499.649R1) DOC#. 158315, O.R.
E1
LINE
BEARING
FOUND 1" IRON PIPE TAGGED RCE 23056
DISTANCE
L1
N
00'01 f 31 "
W
1 1 .00'
L2 IN
PER TRACT NO. 15311, MB 126/59-60,
00' 01 '31 "
W
11.00'
L3
N
00'06 14
W
131.29
N
00'04 13
W R 11031.23'R
1
L4
N
00'04 05
W
532.91
N
00-04'13
W R1
532.78 R1
L5
N
89'59 58
W
10.03
L6
N
89059"58'7
W
22.97
N 89'59' 58" W (N 89'59' 22" E R4)
358.96'
— __l`-
`~— 308.9 6' --�
-r N 89'59' 28"W
w r
309.16 N 89'59' 28"W ,
359.15 331.23
N 89`59128" E (N 89-5911611 E R4)
W -EST
�- N 89'59' 1 1 " E 905.06'
(N 89' 12050" E R2) (905.01 'R2)
W2Z. 1�
SHEET 1 OF 1
RECORDER'S STATEMENT
FILED THIS I Q+14-_ DAY OF l� .20231 AT
�". ID Q> 19.M. IN BOOK 1140 RECORDS OF SURVEY, AT
PAGE BU , AT THE REQUEST OF THE COUNTY
SURVEYOR.
No. QOaB _oaq 881a9
FEE $°l . 90
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
Wo �s M -W! hq.�mm� A 4
mum
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE
BOUNDARY OF THE QUITCLAIM DEED RECORDED
5/1/1992 AS DOC# 1583151 OF OFFICIAL RECORDS AND TO
COMPLY WITH SECTION 8762(B)(4) OF THE
PROFESSIONAL LAND SURVEYORS' ACT.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
NORTH N 89055'47" EAST ALONG THE
CENTERLINE OF ATHENA COURT PER TRACT
NO 10071, RECORDED IN MB 129/82-83, IN THE
OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY.
ATHENA COURT
(BASIS OF BEARINGS PER TRACT NO 100719 MB 129/82-83)
N 89'55'47" E (N 89'55'47" E R1) 840.06' (840.001M)
qv
T�A@u X(Do � 90)w
H Doo � �OAWo(6T
-7?4 n-7'/ij\ e_ /n4 \
MONUMENT NOTES:
M1
FOUND 1" IRON PIPE TAGGED RCE 23056
RADIUS
PER TRACT NO. 10071, MB 129/82-83,
(R3)_
FLUSH
M2
FOUND 1" IRON PIPE TAGGED RCE 9876
79.00'
PER TRACT NO. 15311, MB 126/59-60,
C2
ACCEPTED AS SHOWN
M3
FOUND 3/4" IRON PIPE, ILLEGIBLE TAG,
79.33'
FLUSH, NO RECORD ACCEPTED AS
C/L INTERSECTION PER TRACT NO.
15311, MB 126159-60
E
S
FOUND 2" BRASS DISK "CA DIV. OF
HIGHWAYS" PER RSB 144/49-62, FLUSH
COUNTY SURVEYOR'S STATEMENT:
99 o-% oqk 1
—
1 r110 IVI/-kr MAO CSCCIV CItHIVIIIVCV IN 1AUUUMUHINUM VVI I h
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS DAY OF/ L- , 2023.
DAVID L. MCMILLAN, COUNTY SURVEYOR
Q 1 q RAAR FZXP 1!7_1127A
1340.42' (1340.32' R4)
33'
L5
,�- 640.19' (640.16'R4)
�'�-- 617.22' (617.14' R4) —�
E3
SEE
Lf
DETAIL "A"
M2 rcfl I n
coN
N
CURVE
t�
RADIUS
ARC LENGTH
(R3)_
C 1
22037'52"
200.00'
79.00'
79.26'
C2
L5
200.00'
i
79.33'
cn
orn
f
�
,
0.28
Q
Q
i�
L
!! !!
DETAIL A
IZ
v
od
o
NOT TO SCALE
w
V.7
••
W
O
Lo
41'
a
w
to
w�
LQ
w
N
w
N
O
�
0
o
O
•
O
Nw
O
w
N
O
•
�
N
J
0
C7
N
0
z
O
0
E5
1280.76' ----�
Z
`---
6 40 37'
JJ { . LJ I r ,
681.38
BLAINE
1371.75' (1371.77'R3)
STREET
CURVE DATA
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
(R3)_
C 1
22037'52"
200.00'
79.00'
79.26'
C2
22041'36 it
200.00'
79.21'
79.33'
OSA` LAMS
cJ
co
LL rn
0< D _< NO. 8488 � 0
cf� P
TF oF
COUNTY SURVEYOR'S 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
P.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 �e�' �y
PROFESSIONAL LAND SURVEYORS' ACT AT THE
REQUEST OF BELLWETHER, IN SEPTEMBER 2022. c' 0
� • �t
3/Z 7 7.3
IVo. 6379
JEFfERI( L-: MAYS DATE
L.S. NO. 6379 �OF
RIV CO 22-177