rs160_0670
HWY 74 M
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Q w N REC. 7/23/2003.
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((13.56'))
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Curve Table
CURVE #
DELTA
RADIUS
LENGTH
0059'25"
2894.93'
50.03'
C1
[[0'59'26"
2894.95'
50.059]]
(50.10')
0035'24"
2894.93'
29.81'
C2
((0'35'40"
2894.95'
30.03'))
(30.10')
2'09121 "
985.37'
37.08'
C3
(2'09121"
985.37'
37.082) PER CR 15-259
(2'09'21"
985.37'
37.089) PER CR 94-20
(37.00')
3.08'44"
985.37'
54.10'
C4
(3009'05"
985.37'
54.20') PER CR 15-259
(3.08'36"
985.37'
54.06') PER CR 94-20
(53.95')
2'55'07"
985.37'
50.19
C5
(2'54'46"
985.37'
50.09') PER CR 15-259
(2'55'21 "
985.37'
50.26) PER CR 94-20
(50.16')
14`18'00"
955.37'
238.44'
C6
(14'18'00"
955.37'
238.5')
€14'17144"
955.39'
238.37'1
FD. 1 1/4" OD. IP.,
DN. 0.8', LS 8629
PER RS 153/351, RS
133/32-529 & MB
16/9.
[49.95']
x49.91'
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF A PORTION OF LOT 55 &LOT 56 OF RINEHART'S BOULEVARD TRACT, FILED IN BOOK 16,
PAGE 9 OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LYING WITHIN SECTION 1, TOWNSHIP 5
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, CALIFORNIA.
INLAND EMPIRE SURVEY AND ENGINEERING, INC. AUGUST 2022
BASIS OF BEARINGS
BASIS OF BEARINGS: BEARINGS HEREON ARE BASED UPON THE CENTERLINE
OF MCPHERSON RD. AS SHOWN ON CR 07-119, RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA BEING: N 0'10'00" E.
SURVEYOR'S NOTES
� INDICATES FOUND AS NOTED.
O INDICATES SET 1 1/4" OD IP, FLUSH, WITH BRASS TAG RCE 22428.
SNF INDICATES SEARCHED FOUND NOTHING, SET NOTHING.
OINDICATES RECORD DATA PER MB 16/9. UNLESS NOTED OTHERWISE.
[ ]INDICATES RECORD DATA PER RS 153/35.
€ � INDICATES RECORD DATA PER RS 133/32-52.
< > INDICATES RECORD DATA PER RS 14/73.
(( ))INDICATES RECORD DATA PER INST. 2003-550574. REC. 07/23/2003
[[ ]]INDICATES RECORD DATA PER INST. 2003-925058. REC. 11/24/2003
c INDICATES CALCULATED DATA PER REFERENCE MAP
PURPOSE OF SURVEY
TO ESTABLISH THE CORNERS OF THE REMAINING PORTION OF
LOT 55 AFTER DEDICATION PER INST. 2003-550574 &THE
REMAINING PORTION OF LOT 56 AFTER CONDEMNATION PER
INST. 2003-925058, RECORDS OF RIV. CO., CA.
HWY 74 ESTABLISHMENT NOTE
CENTER OF HWY 74 ESTABLISHED BY HOLDING THE FOUR
MONUMENTS ALONG THE NORTHERLY RIGHT-OF-WAY OF
HIGHWAY 74 AS BEING 3 POINTS ALONG THE CURVE AND
ONE POINT BEING A REFERENCE TO A POINT ON THE
TANGENT AS SHOWN ON CR 15-259. AFTER THE TANGENT
WAS ESTABLISHED RECORD DATA FROM MB 16/9 WAS USED
TO ESTABLISH THE INTERSECTION WITH ELLIS AVE.
HWY 74 R/W
00
N
o
9
LOT 56
LOT 55
NO SCALE
EST. BY PRORATION
' 1223.82
,
4.3� 40 E
2338.41,1
63 634.30�� 515.46 �t447-3S
115.92� 233$•48
" FD. 1 1/4" OD. IP.,
N 46.56 04 E
FLUSH, LS 85099,
PER RS 153/35.
FD. 1 1/4" OD. IP., FLUSH, NO
TAG, ACCEPTED AS MONUMENT
SET PER RS 14/73. OFF UNE
S43003'56"E 0.16'.
25, 25
1223.78'ic
2gI
� 3"E 2338.
�N 47'33 2
t na�
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
0
FILED THIS /S DAY OF 20239 AT
IN BOOK�Ip , RECORDS OF SURVEY, AT PAGE
AT THE REQUEST OF THE COUNTY SURVEYOR.
r,o. ;-),,oa3_oo7sez67
FEE:
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY.
COUNTY SURVEYOR'S STATEMENT
0
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS DAY OF /WRG" 2023.
DAVID L. MCMILLAN COUNTY SURVEYOR
L.S. 8488 EXPIRES 12-31-2024
No. 8488 7°
* Exp.12-31-24
OF C A\.\�`
SURVEYOR'S STATEMENT
0
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 0 F NALLE LY D U ENAS, IN JUNE 2022.
t
�3
JOHN B ROGERS
FLUSH, LS 6793, R.C.E. 22428
FD. NAIL &TAG IN BOULDER, LS PER RS 125 97-109. A gQF ESS/0
3259, PER CR 15-259 & CR 94-20. / F 8S Q iYq
FD. 1 1/4" OD. IP. DN. 0.3' LS 0' y�
/ _ = D. 1 1 4 OD. IP., DN. 0.9 , LS '9
/ F . Z
3259, PER CR 15-259 & CR 94-20 3259, PER CR 15-259 & CR 94-20. 8 W
38 39 „ �� N o. 22428
37 �N61 52 25 E� •�j
17.73' 32.68' N61 *169E) N52'241E)
17.73' C3 N61'14'08"E (32.68) (116.45) �c�9. 9� CIVIL
17.68 C4 _ /�� 32.68 3 00 23 E OF
FD. 1 1/4111* OD. IP. DN. 1.0' -N5 CAS
LS 4430, PER RS 133/32-52 'o WY 74
& CR 15•-259. OUT OF "' s C6 �q��
POSITION S55'59'41 "W 0.60'. o SFN
N 46'56'08"E M 0=9'14'13"
17.68' L=149.18'
JN 47'34' 40"Ej I I
(N 46'58'E)
�3g7.11'�c ,
397.16 X430.34 1c
430.38 338.66>
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0.26
EST. BY INTERSEC11ON
�''--- EST. B Y PRORATION
100 o so 100
SCALE: 1" = 100'
200 300
_ S�
0=8'52' R=2864.93' L=443.23') - 1116.84'
I A-= 8 52 00 R = 2864.97 L= 443.36 0 N 52 22
'08"E A=3'31'31" R=2864.93
�=8'52'00" - , ,o 116.45 L=176.28_,...
R-,2864.93 L=443.36 �� (176.58')C
€185200 R=2894.97' L=448.00' I o SFN 1116.84 �
A=8'520'00" R=2894.93' L=448.00' I SFN 116.45 SFN
11=7'17'11" L=368.16' C1 C2 6.'l 7'
I I _ FIN
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LO
ry c6 I >
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2 4 FD. 1" OD. IP., FLUSH, NO
61 60 59 58 157 N 0) 56w m 5 �. ;�TAG, 60D NAIL IN CTR
a) a) N 5 . ,,,.) 54153 52 ACCEPTED AS MONUMENT PER
N � z
I � 1 °) RS 133/32-52.
g rn m� N o
"14-
w. -
z z ;f' po � I FD. 1" OD. IP.,, FLUSH, BENT
v M Z Z SHOT AT BASE, NO TAG, o
z ACCEPTED AS MONUMENT moo.
PER CR 07-119 & RS
I j (50.00' 50.00' 133 32-52.
(541.89') I / �3 , c'
49.95' 49.95' 393.06' 393.46' SFN O og
JN57'23'00"E 1070.27' ( ) �Y o
<N5fi'44'40"E 1070.05'> p
--_--'------I (N56'45'E 1071.29')c ,o
SEE DETAILO
HELD RECORD ANGLE
PER CR 07-119. �O G
60
Q o\ �.
o0
FD. 16 OD. IP., DN. 0.3', LS 33659
ACCEPTED AS MONUMENT PER CR 07-119.
S1,T5S,R4W 22097 RIV. CO. 22--151
1
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