rs151_085SCALE 1 "=60'
SHEET 1 OF 1
JOB NO. 16625
1m
60' 0' 60' 120'
SCALE: 1" = 60'
PURPOSE OF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO COMPLY
WITH SECTION 8762(8)(4) OF THE PROFESSIONAL
LAND SURVEYORS' ACT.
REFERENCES:
(R1) -PARCEL MAP 13122
P.M. 58/30
(R2) -PARCEL MAP 11198
P.M. 48/82
(R3) - R.S. 30/68
(R4) -PARCEL MAP 34493
P.M. 221/91-92
(R5) -PARCEL MAP 15084
P.M. 75/30-31
(R6) - INST. N0. 007648, O.R.
FOUND 1" IRON PIPE TAGGED LS 55299
FLUSH, PER PARCEL MAP 344939
�►� D ►I 7M /A1 -nn w nnrnrrn • n � �
IN THE CITY OF RIVERSIDE., COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
RECORD OF SURVEir
BEING A SURVEY OF A PORTION OF PARCELS 1 AND 2
OF PARCEL MAP 13122, FILED IN BOOK 58, PAGE 30 OF PARCEL MAPS,
AND A PORTION OF PARCEL 3 OF PARCEL MAP 11198.
FILED IN BOOK 48, PAGE 82 OF PARCEL MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
JEFFERY L. MAYS, PLS 6379
DATE OF SURVEY: JULY 2017
JRN CIVIL ENGINEERS
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
L.S. 8488
BASIS OF BEARINGS:
RECORDER'S STATEMENT:
FILED THIS � Q �
..��.____. A Y O F �_�1 12 01 y
AT _1,..��.._. M. IN BOOK _15-t RECORDS OF
SURVEY, AT PAGE AT THE REQUEST OF THE
COUNTY SURVEYOR.
NO. .201 q ,000$5
FEE zts____
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: ma A I&L
_, DEPUTY
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8�� OF THE PROFESSI L LAND SURVEYORS'
ACT THIS DAY OF _��� 201q
1J�►NO S!i
DAVID L. MCMILLAN, COUNTY SURVEYOR
L. S. 8488 � No. e488 Z
n
Exp. 12-31-20 _
3'
SURVEYOR'S STATEMENT: R`
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT
3415'20" WEST ALONG THE CENTERLINE OF TYLER STREET, IN JULY OF 2017 A THE REQUEST OF SLEEPLAND, INC.
AS SHOWN ON THE RECORD OF SURVEY FILED IN BOOK 30,
PAGE 68 OF RECORD OF SURVEYS IN THE OFFICE CE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF YLe
CALIFORNIA.
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
C1
1445.00'
108.73'
4' 18'40"
1445.00'
108.45'
'18'00" R1 &R2
C2
160.00'
42.46'
15' 12' 13"
C3
140.00'
24.13'
9'52'28"
N C;d
140.00'
24.13"
9'52929" R6
�C4
140.00'
13.02'
5' 19'45"
•m• /9 -9L9 I"11+CGrICU HJ II'It
COMMON CORNER OF LOTS 9, 109 15 & 169
BLOCK 35, M.B. 1/70, S.B. CO.
10 9 N 55'44'29" E
(N 55'44955" E R3)
Mrsm 1/70 S.B. Co. 311.35' (311.37' R3)
BLOCK
35 ALLEY
15161
cn
LO
to
to
xxx
0 LO N O
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� w wrry� wtt��
zzzz
w
0
0
co
co
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a
a
d
SEARCHED, FOUND
NOTHING, ESTABLISHED
66.00' FROM FOUND
NAIL AND TAG PER
PARCEL MAP 34493
P.M. 221/91-92
LINE
BEARING
1
DISTANCE
L1
N 55'43'56"
E
69.08'
N55`44'00"E 69.00' R1 R2&R3
L2
N 34' 15'20"
W
36.88'
L3
N 55'44'40"
E
Inn
1.50'
N55'49'41 "E
N C;d
69.00' R6
L4
N 34' 15'20"
W
30.61'
�J
N34ro0'19"W
w
30.61' R6
L5
N 00'33'56"
W
6.31'
N0018'55"W
00
6.31' R6
L6
N 34' 15'20" W
13.81'
w
(N341)0`1 9"W
NOTE - THE ANGLE POINTS IN
13.81' R6
L7
j N 55'44140"
E
5.00'
00
N55'49'41 "E
WAY LINE HAVE BEEN DEPICTED
5.00' Rfi
L8
N 34' 15'20"
W
73.06'
L9
N 55'44'40"
E
5.00'
N
N55'49'41 "E
L3�
5.00' R6
L10
N 3415"21010
W
13.81'
d-
0
N34'00'19"W
r
M
13.81' R6
L11
N 67'56'44"
W
9.01'
N67'41'143"W
9.01' R6
L12
N 34' 15'20"
W
21.96'
L13
N 55'44140"
E 1
1.50'
L14
N 34' 15'20"
W
MUM
20.00'
L15
N 55'44'40"
E
1.50'
L16
N 34' 15'20" W
63.31'
L17
N 34' 15'20"
W
3.01'
L18
N 55'43'56"
E
104.17'
N55044'00"E R1
L19
N 34' 15'20"
W
65.67'
L20
N 55'43'56"
E
9.89'
N55'44'00"E R1
L21
N 34' 15920"
W
41.96'
L22
N 55`44'40" E
65.50'
L23
N 55'44940"
E
55.00'
L24
N 55'44'40"
E
55.00'
L25
N 55'44'40"
E
55.00'
L26
N 55'44'40"
E
55.00'
L27
N 34' 15'20"
W
31.00'
L28
N 34' 15'20"
W
90.00'
L29
N 34' 15'20" W
48.00'
L30
N 55'43'56"
E
100.00'
N55'44'00"E
100.00' R1
L31
N 34' 15'20"
W
90.00'
L32
N 55'43'56"
E
100.00'
N55'44'00"E
100.00' R1
FOUND NAIL AND TAG, RCE 98769
FLUSH, PER PARCEL MAP 344939
P.M. 221/91-929 PROLONGATED
NORTHEAST LINE OF SAID MAP
66.00' TO ESTABLISH
CENTERLINE ALIGNMENT
eq
J- /0007�,O
EFFERY L MAYS DATED:
PLS 6379
FOUND 1" IRON PIPE WITH
ILLEGIBLE PLASTIC CAP, DAWN 0.1',""-----__
FITS TIES PER CIN TIE NOTE 7934.TIFF,
ACCEPTED AS CENTERLINE INTERSECTION 01 �.
FOUND SPIKE AND WASHER,
ILLEGIBLE, FLUSH, NO REFERENCE,
ACCEPTED PROD TO THE NORTH WEST
CORNER OF PARCEL MAP 131229
P.M. 58/30
LO
00
c6 "ll
701.02 �
(701.05' R3)
389.68' '-
�-
N 330.59'
(330.61' R1 & R2) o
a
SEARCHED, FOUND NOTHING
SEARCHED, FOUND, NOTHINGS /
ESTABLISHED BY INTERSECTION
LO
N
N51026'00"E (RADIAL)
N C;d
O
O
NN
�J
w
W
ESTABLISHED BY HOLDING RECORD CALLS
PER INSTRUMENT NO. 120139, O.R.
00
N
�L
FENNO
Ion
IN
w
NOTE - THE ANGLE POINTS IN
co N
THE TYLER STREET RIGHT OF
,I
00
WAY LINE HAVE BEEN DEPICTED
N
ESTABLISHED PARALLEL TO
EXAGGERATED FOR CLARITY,
�
�
TYLER PER (R1, R2 & R3)
AND ARE NOT TO SCALE.
N
L3�
0
",N,n
d-
0
SOUTHWEST RIGHT OF WAY ESTABLISHED d-
HED
r
M
C4
N
J
BY HOLDING RECORD CALLS PER
INSTRUMENT NO. 0076489 O.R. L5
z
L6
♦ L7
_ L1
SEARCHED, FOUND NOTHING 01
ESTABLISHED BY INTERSECTION
ESTABLISHED
A AVENUE PER (R1, R2 & R3) Ao�•o61��
MAGNOLIA , L9
L10
SEARCHED, FOUND NOTHING, EST RIGHT OF WAY ESTABLISHED L1 1
o SOUTHWEST
ESTABLISHED AT RECORD DISTANCE
o6 FROM MAGNOLIA AVENUE PER BY HOLDING RECORD CALLS PER L12
°o (R1, R2 & R3) INSTRUMENT N0. 0076489 O.R. L13
PORT/ON OF PARCEL f L14
PARCEL MAP 13122 �
L15
P.M. 58/30
0
N
LO
SEARCHED, FOUND
NOTHING, ESTABLISHED
BY INTERSECTION
w
co
op
r N
ESTABLISHED AT RECORD DISTANCE
)__ FROM MAGNOLIA AND TYLER PER
L26 INSTRUMENT NO. 120139, O.R.
N
w
LO
000
ESTABLISHED AT RECORD DISTANCE
FROM MAGNOLIA AND TYLER PER
INSTRUMENT NO. 0076489 O.R.
L25
H00-% w W
N w
w
w U
U)0)Fowl
w
00 cn
r--
cn
r
L24
ESTABLISHED AT RECORD ?
DISTANCE FROM MAGNOLIA Q
ESTABLISHED PARALLEL PARALLEL TO J
MER PER R1, R2 & R3) PORT/ON OF
PARCEL 2
ESTABLISHED BY �
INTERSECTION �
� QO SEARCHED. FOUND NOTHING, I � �
M ESTABLISHED AT RECORD DISTANCE S61'04 25 W \
FROM MAGNOLIA PER (R1)�I (RADIAL) L1$
241.95' (242.00' R3)
FOUND 1" IRON PIPE TAGGED LS 29889
FLUSH, NO REFERENCE, ACCEPTED AS
SOUTHWEST CORNER PARCEL 3, --�
PARCEL MAP 111980
P.M. 48/82
N 55'43'56» E
(N 55'40'00" E R4 & R5)
531.64'
531.61'
MAGNOLIA
N0. 007648, m
ESTABLISHED AT RECORD �
� DISTANCE FROM MAGNOLIA cn
� AND MER PER INSTRUMENT Q
� N0. 007648, O.R.
AND TYLER PER INSTRUMENT w
N 0. 0076 48, O.R.0. R. m
\O��
ESTABLISHED AT RECORD 0
� DISTANCE FROM MAGNOLIA V1
� AND TYLER PER INSTRUMENT to
N N 0. 007648, O.R. Q
CD L17
ESTABLISHED �2
PARALLEL TO ESTABLISHED AT RECORD DISTANCE
L32 MAGNOLIA PER FROM MAGNOLIA AND MER PER
o INSTRUMENT N0. 0076489 O.R.
o (R1 & R2) O
co �
� "O �m
� PARCEL 3 � Z *p � y
J I
O O O
t*4%
rn
L30 � � 4 4� 104 N 3
N
N In
289.69 10 I
289.69' (289.68' R2 & R3)-
0 0o Z z
FOUND 3/4" IRON PIPE o I.-.
WITH ILLEGIBLE TAG, FLUSH, � � n
ACCEPTED AS 3/4" IRON PIPE �
FOUND PER (R3)
169.06'
700.67'
(700.73' R5)
AV -EN -.UE
FOUND 3/4" IRON P TAGGED LS 5529
PER PARCEL MAP 33493, P.M. 221/91-92
R1VC0 18118
'`-L23
m
v
O
O
�
�J
W
>04
FENNO
Ion
CD L17
ESTABLISHED �2
PARALLEL TO ESTABLISHED AT RECORD DISTANCE
L32 MAGNOLIA PER FROM MAGNOLIA AND MER PER
o INSTRUMENT N0. 0076489 O.R.
o (R1 & R2) O
co �
� "O �m
� PARCEL 3 � Z *p � y
J I
O O O
t*4%
rn
L30 � � 4 4� 104 N 3
N
N In
289.69 10 I
289.69' (289.68' R2 & R3)-
0 0o Z z
FOUND 3/4" IRON PIPE o I.-.
WITH ILLEGIBLE TAG, FLUSH, � � n
ACCEPTED AS 3/4" IRON PIPE �
FOUND PER (R3)
169.06'
700.67'
(700.73' R5)
AV -EN -.UE
FOUND 3/4" IRON P TAGGED LS 5529
PER PARCEL MAP 33493, P.M. 221/91-92
R1VC0 18118