rs152_065IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE
STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOT 20 AND A PORTION OF LOT 19 IN SECTION 17, TOWNSHIP 2 SOUTH, RANGE 4 WEST
AS SHOWN BY MAP RECORDED IN BOOK 6, PAGE 44 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA
ioE
MORE PARTICULARLY DESCRIBED AS PARCEL D, LL -017-23 RECORDED 11/01/2002 AS DOCUMENT NO. 2002-628164, OFFICIAL RECORDS,
OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA.
150' 0' 150' 300'
SCALE: 1 " = 150'
1 N89'7'7"E
(N 89 57 51 E R3)
w
won 409
N 88037942" E
(N 88036059" E R5)
J
0
SEE DETAIL "A"
7 I
IUM
L9
�- N 89'5941 " 89*58'53" EW
3� �N 89'59'52" W R2�
^ N 89"59419' W
� 33.00'
10,00 'u.
I REFERENCES
PURPOSE DF SURVEY:
THE PURPOSE OF THIS SURVEY IS TO COMPLY
WITH SECTION 8762(8)(4) OF THE PROFESSIONAL
LAND SURVEYORS' ACT.
COLUMBIA AVENUE
1032.79'
987.10' M&(R1)
472.20'/ �'" 497.92' M&(R5)
(472.18' R5)
PUBLIC STREET EASEMENT
RECORDED 01/27/2005 AS
DOC# 2005-00772019 O.R.
PARCEL D
LL -017-023
DOCUMENT NO.
2002-628164 O.R.
REC. 11/01/2002
1032:74' M&(R1)
POR. LOT 22
MH 6/44 SBCO
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a? PAGE 45
N
°'• to (R4) — PARCEL MAP NO. 31936, PARCEL MAP
0 BOOK 214, PAGES 41-42
I
to
(R5) — DOC# 2005-00772019 O.R.
REC. 01 /27/2005
(R6) — PARCEL MAP NO. 29161, PARCEL MAP
BOOK 195, PAGES 20-22
----�-.-- _ 4
M
" %a .0
56'41 " W 665.52'
(N 89'5649" W R2) (665.70' R4)
(S 89'56127" E R3)
(N 89'56'49" W R4)
MARLBOROUGH AVENUE
JEFFERY L. MAYS, LS 6379
DATE OF SURVEY: APRIL 2017.
JN: 16427
JRN CIVIL ENGINEERS
1637.67'
0 0 (1637.98' R3 1
571.87'
8 5.32' M&(R3 6
— — — — — ---- —
1C
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PARCEL A
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DETAIL "A" — NO TO SCALE
COLUMBIA AVE
N 89'57'47" E 1637.67' ----
33.00'
1032.79' ----
L12
72' 1
1 33'
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N 89"57'47" E
-- 489.18 -'-
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L2 472.20'
W � 39'
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BOOK 205, PAGES 34-63
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0 BOOK 214, PAGES 41-42
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to
(R5) — DOC# 2005-00772019 O.R.
REC. 01 /27/2005
(R6) — PARCEL MAP NO. 29161, PARCEL MAP
BOOK 195, PAGES 20-22
----�-.-- _ 4
M
" %a .0
56'41 " W 665.52'
(N 89'5649" W R2) (665.70' R4)
(S 89'56127" E R3)
(N 89'56'49" W R4)
MARLBOROUGH AVENUE
JEFFERY L. MAYS, LS 6379
DATE OF SURVEY: APRIL 2017.
JN: 16427
JRN CIVIL ENGINEERS
1637.67'
0 0 (1637.98' R3 1
571.87'
8 5.32' M&(R3 6
— — — — — ---- —
1C
L5 .,
PARCEL A
14 �_ _ -�
w LL 017 023
DOCUMENT NO. 2s , * D
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20102 628164 O.R. o v
�, �t°�11 41 2002 `� �'
co REC. / /
4� AT
PARCEL C [/�' Mme' Qr'
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LL -017-023 co `.
DOCUMENT NO.
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2002/(-wZ 4
REC. 11/01/ 44
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0 it o� Rf
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9
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1219.25'
(1219.3311 CALC R4) �'`--�
6
CV
(V
L T -PI m
DETAIL "A" — NO TO SCALE
COLUMBIA AVE
N 89'57'47" E 1637.67' ----
33.00'
1032.79' ----
L12
72' 1
1 33'
w
N 89"57'47" E
-- 489.18 -'-
� ...... r
N 88'37'42" E
L2 472.20'
W � 39'
� J
Q °'• ►� PARCEL D
o J LL -017-023
V I DOCUMENT N0.
c9, 0 2002-628164 O.R.
REC. 11/01/2002
M I
O N 3
1
Z0
0
0
Z n N
1 1 U 1
1
LINE BEARING
RADIUS
DISTANCE
RECORD
C 1
L1
N
00`174 23
W 97.68
N
0904"18"
W
97.68
R5
L2
N
46009"25"
E
32.941
iN
46'09 30
E
33.25
R5
L3
N
00004"23""
W121,56"
C5
177.00
675.83
1500 20
L4
iN
00"04"23"
W 272.08
502fi 13
L=30.84
R=325.00 a=05'26 13 M&R3
C7
183.55
L5
IN
89'57 47
E
523.73
S
89'57 05
W
523.73
R 1
L6
N
89'59 41
W
186.51
L7
S
26'21 44
W
12.28
S
26'21 46
W
12.28
R1)_
L8
N
00'04 O6
W 44.01
L9
S
00'04 23
E
28.04
S
0904"18"
E
28.14
R1
L10
iN
04 0 9'59"
E
75.25
N
04'30 04
E
75.25
R5
L11
N
41'22 04
E
13.74
L12
IN
45' 15 16
E
17.87
S
45' 14 34
W
18.13
R 1 R5
L13
iS
00'004"23"'E
215.50
S
0'04 18
E 215.11
R 1
L14
N
26'21 44
E
92.30
S
26!21152"
W
92.25
R3
L15
N
41'22 04
E
92.30
S
41'21 44
W
92.25
R3
L16
S
00'0}4 23
E
1193.951
S
0'04 18
E 193.94
R5
CURVE ARC LENGTH
RADIUS
DELTA ANGLE
RECORD
C 1
175.91
967.00
10'25 22(L=175.911R=967.00
A=10'25 22 R 1
C2
187.91
1033.00
10'25 22(L=187.91'R=1033.00
0=10'25 22 Rl)__
C3
181.91
1000.00"100
ly
25 22
C4
181.91
1000.00
10.25 22
C5
177.00
675.83
1500 20
C6
30.84p
325.00
502fi 13
L=30.84
R=325.00 a=05'26 13 M&R3
C7
183.55
700.83 915.00
20
L=183.45
R=700.83 A-14!59"52" R3
C8
97.70p
340.00
16'27 51
L=97.62
R=340.00 A=16'27 04 R4 R6
a619 -.-W"70 ,g &a3
SHEET 1 OF 1
RECORDERS'STATEMENT
FILED THIS _,2.5--M DAY OF � b
Ll 2019, AT �,
IN BOO If � RECORDS OF SURVEY,
AT PAGE-_�l AT THE REQUEST OF
THE COUNTY SURVEYOR.
No. C��53
FEE � 000
PETER ALDANA, ASSESSOR -COUNTY
CLERK -RECORDER
BY: (ja'D DEPUTY
COUNTY SURVEYORS STATEMENT.-
THIS
MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF
2019.
NO
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 84889 EXP. 12-31-20
SURVEYOR'SsTATE111111ENT:
Zi I r4c
M10 o. 8488
>. 12-i1-20
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 HOLLAND &
KNIGHT—DC IN APRIL 21, 2017
IL
'Ole /-,!5 /1.
JEFFERY L MAYS DATED:
PLS 6379 \ ;Moe
BASIS OF BEARINGS:
THE BEARING OF N00804'23"W ALONG THE CENTERLINE OF
NORTHGATE STREET PER PARCEL MAP NO. 30547, FILED IN
BOOK 205, PAGES 34-36 OF PARCEL MAPS IN THE CITY OF
RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WAS
USED AS THE BASIS OF BEARINGS FOR THIS SURVEY.
MONUMENT AND ESTABLISHMENT NOTES:
FOUND SPIKE AND WASHER, LS 5306, FLUSH PER CITY OF RIVERSIDE TIE NOTE
13694
SEARCH FOUND NOTHING ESTABLISHED BY PROPORTION OF (R2)
3 FOUND C- MAIL, NO REFERENCE, FLUSH, ACCEPTED AS CENTER LINE
INTERSECTION
�d�, FOUND 1" IRON PIPE, LS 5529, DOWN 1, PER PARCEL MAP 800K 195 PAGES
20-22
(5 _ FOUND 3/4" IRON PIPE WITH PLASTIC CAP STAMPED CIN ENGINEER, ACCEPTED
�J AS GAGE CANAL BEGINNING OF CURVE PER RECORD OF SURVEY BOOK 67, PAGE
45, DOWN. 0.7'
6 FOUND 1 1/2" IRON PIPE WITH TAG STAMPED CITY ENGINEER DOWN 8",
ACCEPTED AS 1-1/2" IRON PIPE PER RECORD OF SURVEY BOOK 67, PAGE 45.
7 FOUND 1" IRON PIPE, LS 5306, DOWN 6", ACCEPTED AS REPLACEMENT POINT
SET BY PARCEL MAP BOOK 214, PAGES 41-42
FOUND 3/4" IRON PIPE WITH PC STAMPED CITY ENGINEER DOWN 1.5'9 PER
RECORD OF SURVEY BOOK 67, PAGE 45
FOUND 3/4" IRON PIPE WITH PLASTIC CAP STAMPED CIN ENGINEER DOWN 1.2',
PER RECORD OF SURVEY BOOK 67, PAGE 45
1 O FOUND 1" IRON PIPE DOWN 0.1' IN PAVEMENT, WITH PLASTIC CAP STAMPED LS
5529 PER PARCEL MAP BOOK 195, PAGES 20-22
11 SEARCHED NOTHING FOUND. ESTABLISHED AT RECORD DISTANCE FROM
MONUMENT 10, PER PARCEL MAP BOOK 195, PAGES 20-229 S69'04'29"E RADIAL
•� FOUND SPIKE AND WASHER, LS 5306, FLUSH. PER CIN OF RIVERSIDE TIE NOTE
13692
FOUND SPIKE AND WASHER, LS 5306, FLUSH, NO REFERENCE, ACCEPTED AS
CENTERLINE BC.
14 SEARCHED, FOUND NOTHING ESTABLISHED AT RECORD DISTANCE PER (R1)
RIV. CO. 18-03.1
b