rs160_018PROCEDURE OF SURVEY
POINT "A" ESTABLISHED BY PROPORTION ALONG NORTHWESTERLY LINE OF M.B.
35/73 EXCLUDING RIGHT OF WAY DISTANCES.
CENTERLINE P.I.'S FOR CURVES 9, 12 & 13 WERE THEN ESTABLISHED BY COMPASS
RULE BETWEEN POINT "A" AND POINT "B" ALONG RODEO DRIVE USING THE RECORD
DATA PER M.B. 35/73 WITH THE ADDITION OF THE DISTANCE OF 27.05' AT THE
NORTHWESTERLY LINE OF M.B. 34/21-22. THE ALIGNMENT OF RODEO DRIVE WAS
THEN ESTABLISHED BASED UPON THE COMPUTED P.I.'S. THE INTERSECTIONS WITH
JOEL DRIVE AND BEATRICE DRIVE WERE THEN ESTABLISHED BY PROPORTION ALONG
THE COMPUTED ALIGNMENT OF RODEO DRIVE.
CENTERLINE P.I.'S FOR CURVES 1, 4 & 7 WERE ESTABLISHED BY COMPASS RULE
BETWEEN POINT "C" AND POINT "D" ALONG LA CANADA DRIVE USING THE RECORD
DATA PER M.B. 35/73. THE ALIGNMENT OF RODEO DRIVE WAS THEN ESTABLISHED
«
POINT A
BASED UPON THE COMPUTED P.I.'S. THE INTERSECTIONS WITH JOEL DRIVE AND
ESTABLISHED
BEATRICE DRIVE WERE THEN ESTABLISHED BY PROPORTION ALONG THE COMPUTED
BY PROPORTION
ALIGNMENT OF LA CANADA DRIVE.
THE CENTERLINE P.I. FOR CURVE 8 WAS ESTABLISHED BY COMPASS RULE BETWEEN
POINT "E" AND POINT "F" ALONG BEATRICE DRIVE USING THE RECORD DATA PER
M.B. 35/73. THE ALIGNMENT OF BEATRICE DRIVE WAS THEN ESTABLISHED BASED
UPON THE COMPUTED P.I.
THE RIGHT OF WAY LINES FOR THE BLOCK CONTAINING LOT 161 WERE THEN
ESTABLISHED USING THE ALIGNMENTS AS ESTABLISHED ABOVE. POINTS "G" AND "H"
WERE ESTABLISHED BY PROPORTION ALONG THE RIGHT OF WAY LINES AND USED
TO ESTABLISH THE REAR LOT LINE FOR LOTS 154 THOUGH 163, INCLUSIVE, BY
COMPASS RULE BETWEEN POINT "G" AND POINT W.
THE CORNERS OF LOT 161 WERE THEN ESTABLISHED BY PROPORTION.
5�
4V
FD. 1-1 2" COPPERWELD ��'��.•o
ILLEGIBLE, FLUSH, PER �.�o %
M.B. 476/4-23. �,� "!
FD. 1" I.P. W/PLASTIC PLUG
STAMPED L.S. 5529, FLUSH,
PER M.B. 476/4-23 & C.R.
17-0641.
POINT «C«
FD. 1" I.P. W/PLASTIC PLUG
STAMPED "COUNTY SURVEYOR.",
DN. 0.81, PER C.R. 17-0641.
m
V)
U
z
V)
0
LINE DATA
Q
BEARING
DISTANCE
1
S 26'43'33" E
20.85'
2
N 57'21'07" E
49.98'
3
S 54'20'48" E
47.05'
4
S 26'43'33" E
20.85'
5
N 57'21'07" E
5.04'
6
N 47'5737" W
202.07'
7
S 26'43'33" E
309.89'
8
N 57'55'36" W
276.38'
9
S 6819'46* E
132.86'
10
N 65'24'38" W
399.33'
11
N 54'20'48" W
349.73'
12
N 6910'54* W
39.02'
13
N 54'20'48" W
66.57'
60' 30' 0'
W.O. 22-29
b
ov;
S 7 « «
POINT G
[20.699]
[50.009]
/
POINT
[47.091]
[20.699)
[5-03]
[202-02t] CALC
[309.77t] CALC
[276.31 P] CALC
[132-839] CALC
[399-51] CALC
[349.910] CALC
[39-04t] CALC
[66.619] CALC
60' 120'
SCALE: 1 "= 60'
aoa3- ooasg3� o
IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET OF SHEET
RECORD OF SURVEY
OF LOT 161 OF SUNNYSLOPE TERRACE NO. 3 AS SHOWN BY MAP ON FILE IN BOOK 35, AT PAGE 73
OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LYING IN SECTION 9, T. 2S'69 R. 5W.
ACTION SURVEYS, INC. NOVEMBER 2021
F0. 3/4" I.P. NO
TAG, DN. 0.7'. PER
M.B. 476/4-23.
,� RooF
roe
30� .
LA CANADA DRIVE
SEE DETAIL "A"
� 1
Ah / e-POINT «E«
POINT «D«
FD. 3/4" I.P. TAGGED
L.S. 5529, DN. 0.99
,
C.R. 17- 0643.
. V. V, -i ... . /-1VVVV
L.S. 5529, DN. 0.9',
C.R. 17-0642.
qLA CANADA DRIVE)
DETAIL "A"
CURVE DATA
Q
DELTA
RADIUS
LENGTH
TANGENT
1
21 "14'04"
776.78'
287.88'
145.61'
[21149001*]
[776.78]
[287.87*]
[145.609]
2
6'55'01"
776.78'
93.78'
46.94'
[6-55'00"]
[776.78']
[93.77']
[46.941]
3
1419'03"
776.789
194.11'
97.56'
[1419900m]
[776.78]
[194.10]
[97.561]
4
3112'03"
513.69'
279.73'
143.43'
[3112'40"]
[513.68#]
[279.83']
[143.480]
5
5'57'13"
513.69'
53.38'
26.71'
[5-57#20"]
[513.69']
[53.40']
[26.72]
6
2514'50*
513.699
226.36'
115.059
[2515020m]
[513.69']
[226.431]
[115.081]
7
10'24'11"
1458.74'
264.86'
132.799
[10-24020"]
[1458.74P]
[264.92]
[132.83]
8
25'30'51"
200.00'
89.06'
45.28'
(25-30'40"]
[200.000]
[89.051]
[45.28']
9
11'03'49"
1000.00'
193.10'
96.85'
[11*03'30x]
[1000.009]
[193.00#]
[96.809]
10
717'43"
1000.00'
127.33'
63.75'
[717P30'v]
[1000.009]
[127.26#]
[63.711]
11
3'46'06"
1000.00'
65.77'
32.90'
[3-46000"]
[1000.009]
[65.74'] -
[32.88']
12
14'50'06"
150.009
38.84'
19.53'
[14-49'40"]
[150.00']
[38.82']
[19.52']
NOT TO SCALE
RECORDER'S STATEMENT I
1
Fled this da of aY�� 2023 at ` __p.m.
y , ,
in Book VUO of Records of Surve , at Page at
the request of the County Surveyor.
No. 21,
�� gq 0
3 d
Fee A.q.--��
Peter Ad , Assessor -County Clerk -Recorder
BY -V,;R -------------------f Deputy
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 Aristeo Torres in February 2022.
SAND SG
-' " No. 4343 Gabriel D. Ybarro .S. 4343 exp. 6-30-24
* Exp. 6-30-2024
Q
SURVEYOR'S NOTES
Basis of Bearings is taken from the most South Easterly
Tract Boundary per M.B. 476/4-23, being N 32'00'10" E.
Denotes found monuments as noted.
VN
O Denotes set 1" I.P. tagged L.S. 4343, flush.
O Denotes record or calculated data per M.B. 476/4-23.
[ ] Denotes record or calculated data per M.B. 35/73.
N 57.55'36" w
< > Denotes record or calculated data per R.S. 135/19-46.
0.16s [0.16#]
S.F.N. Denotes searched, found nothing.
<0'16 >
All I.P. dimensions are inside diameter.
The survey shown hereon was performed on March 31, 2022.
9
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with Section 8766 of the
Professional Land Surveyors' Act this day of
2023.
Q
DELTA
RADIUS
LENGTH
TANGENT
13
14'50'06"
150.00"
38.84'
19.53'
[14-49140m]
[150.00']
[38.821]
[19.52 11
14
4'43'20"
970.00"
79.95'
40.00'
[4"43'00"]
[970.002]
[79.851]
15
92'31'33"
13.00'
20.99'
13.59'
[92-32'30"]
[13-00f]
[21.009]
[13.59]
16
25'30951"
170.00'
75.70'
38.49'
[25-30'40"]
[170.00']
[75.69]
17
9512'27"
13.00'
21.60'
14.24'
[9514'301§1
[13-009]
[21.61t]
[14-251]
18
12ro501"
806.78'
170.15'
85.39'
[12-05110"]
[806.78]
[170.189]
19
612115"
806.78'
87.36'
43.72'
[612'20*]
[806.78']
[87.389]
20
5'52'46"
806.78'
82.79'
41.43'
(5-52P50"]
[806.78]
[82.809]
21
70'40'04"
13.00'
16.03'
9.22'
[70*371100]
[13-00]
[16.02]
[9.219]
22
82'43'52"
13.00'
18.77'
11.45'
[82044930'*]
[13-00]
[18.771]
[11.451]
23
0-42954"
483.699
6.04'
3.02'
[0-42'50"]
[483.691]
[6.031]
IAND SG
No. 8488 z
J � � David L. McMillan County Surveyor
L.S. 8488
OF CAVE
SEC 9- 2S- 5W
RI V. CO. 22-133