rs152_012W. 0. 17-11
FD. 2" I.P. W/NAIL, DN. 0.6',
IN CITY OF RIVERSIDE CAPPED
WELL DN. 0.4'., PER CITY
RIVERSIDE T.B. 14173JIF
0
LO
of
100-251 (10
ESTABLISHED POINT ON M.H.
FOR CENTERLINE INTERSECTION
OF UNIVERSITY AVE. & LOCUST
ST. PER CITY RIVERSIDE T.B.
10288.11F.
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, CALIFORNIA
OF LOT 119 OF RANGE 11, BLOCK 7 OF EL TOVAR TRACT, AS SHOWN BY MAP ON FILE IN BOOK
5 OF MAPS, AT PAGE 120, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION
239 T2S9 R5W, S.B.M.
ACTION SURVEYS
(SEVENTH STREET)
qMISSION INN AVENUE
N 60*52"06" W 397.95* (397.00')
N 60*55`45" W 396.80* [396.76t]
UNIVERSITY AVENUE
(EIGHTH STREET)
R. S. 128154
BASIS OF BEARINGS
FD. 1" I.P. W/NAIL, DN. 0.2
NO REFERENCE ACCEPTED AS
CENTERLINE INTERSECTION OF
UNIVERSITY AVE. & BROCKTON
AVE. PER R.S. 128/54 & CITY
RIVERSIDE T.B. 1052.71F. SET
TAG L.S. 4343 IN I.P.
FEBRUARY, 20-17
FD. P.K. NAIL AND RIVERSIDE
CITY SURVEYOR TAG, FLUSH
PER CITY RIVERSIDE T.B.
C14200JIF.
CURVE DATA
LINE DATA
DELTA
RADIUS
LENGTH
TANGENT CHORD
13.009
25012'58*
(20.00")
87.349
28.45
(22)
9714'57*
(20.00')
33.95'
22.71
50'16'22"
1 35.31'
30.98"
16.57" (30.00')
LINE DATA
(20.001)
PROCEDURE OF SURVEY
Since no dimensions are shown along the rear
lines of lots 1 through 4 and lots 12 through 14
of M.B. 5/120, the following reasoning and
procedures were used to establish the side lot
lines of lot 11 and the northwesterly line of lot 4
projected southwesterly as the rear lines of lots 7
and 8.
Lots 5 and 6 do not decrease in width front to
back and Lots 7 and 8 do not decrease in depth
in a southwesterly direction although the overall
right—of—way dimensions shown on M.B. 5/120
are 331.00 feet along Mission Inn Avenue (Seventh
Street) and 330.85 feet along University Avenue
(Eighth Street). Also Lot 9 does not increase in
width front to back in a northeasterly direction.
As a result the rear lot widths of lots 1 through
6 and 9 through 14 are assumed to be the same
as their right—of—way widths along Mission Inn
Avenue (Seventh Street) and University Avenue
(Eighth Street) and are used to establish the
above lot lines by proportionate measurement.
The centerline of the 14 foot wide alley and the
lot line between lots 7 and 8 are assumed to be
on the same line based on dimensions shown on
M.B. 5/120 and were established by proportionate
measurement along the right—of—way of Locust
Street and the right—of—way of Brockton Avenue
(Walnut Street),
The 20 foot radius at the end of the alley was
established tangent to both the northeasterly
right—of—way of the 14 foot alley and the rear
(southeasterly) line of lot 8.
The curve with the 30 foot chord was established
tangent to the southwesterly right—of—way of the
14 foot alley, beginning at the intersection of said
right—of—way and the southeasterly line of lot 11,
and intersecting the 20 foot radius at the end of
the alley with the 30 foot chord, the last
intersection being non—tangent.
40' 20' 09 40'
SCALE: 1"= 40'
GM -0
owl,
0
f
Drf.a I
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
Filed this day of 2019, at 0 _t.m.
in Book of Records Survey at Page at
the request of the County Surveyor.
No.
2b! ,0bI&LLI
Fee I_q 01
Peter Aldana, As sor—County Clerk—Recorder
8 Y. 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 Dongyan Zheng on February 14, 2017.
SAND SG
D.
v � �0 4 -1 `I- Ivl�
__J No. 4343 Gabriel D. Ybarra L. 343 exp. 6-30-20
Up* 6-30-2020
OF CAO",
SURVEYOR'S NOTES
Basis of Bearings is taken from the Centerline of
University Avenue per R.S. 128/54, being N 60*5545" W.
9 Denotes found monument as noted.
0 Denotes set 1" I.P. tagged L.S. 4343, flush.
Denotes set Lead, Tack & Tag L.S. 4343, flush, in concrete ribbon
gutter.
�) Denotes record data per M.B. 5/120.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed between February 24, 20,17
and February 27, 20176
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with Section 8766 of the
Professional Land Surveyors' Act this day of
__ �'_! L __,
2019*
OND SG
v���
'$488
kNo. 8 4 8 8)
Exp. 12-31-2020
OF CA
David L. McMillan, County Surveyor
L.S. 8488
Expiration Date: 12-31-20
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 Goverment 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
80' 120' Expiration Date: 12-31-20
SEC 23— 2S— 5W
RIV. CO. 17-050
BEARING
DISTANCE
N 29*06'05n E
13.009
S 4111*41* E (R)
20.009 J
(20.001)
PROCEDURE OF SURVEY
Since no dimensions are shown along the rear
lines of lots 1 through 4 and lots 12 through 14
of M.B. 5/120, the following reasoning and
procedures were used to establish the side lot
lines of lot 11 and the northwesterly line of lot 4
projected southwesterly as the rear lines of lots 7
and 8.
Lots 5 and 6 do not decrease in width front to
back and Lots 7 and 8 do not decrease in depth
in a southwesterly direction although the overall
right—of—way dimensions shown on M.B. 5/120
are 331.00 feet along Mission Inn Avenue (Seventh
Street) and 330.85 feet along University Avenue
(Eighth Street). Also Lot 9 does not increase in
width front to back in a northeasterly direction.
As a result the rear lot widths of lots 1 through
6 and 9 through 14 are assumed to be the same
as their right—of—way widths along Mission Inn
Avenue (Seventh Street) and University Avenue
(Eighth Street) and are used to establish the
above lot lines by proportionate measurement.
The centerline of the 14 foot wide alley and the
lot line between lots 7 and 8 are assumed to be
on the same line based on dimensions shown on
M.B. 5/120 and were established by proportionate
measurement along the right—of—way of Locust
Street and the right—of—way of Brockton Avenue
(Walnut Street),
The 20 foot radius at the end of the alley was
established tangent to both the northeasterly
right—of—way of the 14 foot alley and the rear
(southeasterly) line of lot 8.
The curve with the 30 foot chord was established
tangent to the southwesterly right—of—way of the
14 foot alley, beginning at the intersection of said
right—of—way and the southeasterly line of lot 11,
and intersecting the 20 foot radius at the end of
the alley with the 30 foot chord, the last
intersection being non—tangent.
40' 20' 09 40'
SCALE: 1"= 40'
GM -0
owl,
0
f
Drf.a I
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
Filed this day of 2019, at 0 _t.m.
in Book of Records Survey at Page at
the request of the County Surveyor.
No.
2b! ,0bI&LLI
Fee I_q 01
Peter Aldana, As sor—County Clerk—Recorder
8 Y. 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 Dongyan Zheng on February 14, 2017.
SAND SG
D.
v � �0 4 -1 `I- Ivl�
__J No. 4343 Gabriel D. Ybarra L. 343 exp. 6-30-20
Up* 6-30-2020
OF CAO",
SURVEYOR'S NOTES
Basis of Bearings is taken from the Centerline of
University Avenue per R.S. 128/54, being N 60*5545" W.
9 Denotes found monument as noted.
0 Denotes set 1" I.P. tagged L.S. 4343, flush.
Denotes set Lead, Tack & Tag L.S. 4343, flush, in concrete ribbon
gutter.
�) Denotes record data per M.B. 5/120.
S.F.N. Denotes searched, found nothing.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed between February 24, 20,17
and February 27, 20176
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with Section 8766 of the
Professional Land Surveyors' Act this day of
__ �'_! L __,
2019*
OND SG
v���
'$488
kNo. 8 4 8 8)
Exp. 12-31-2020
OF CA
David L. McMillan, County Surveyor
L.S. 8488
Expiration Date: 12-31-20
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 Goverment 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
80' 120' Expiration Date: 12-31-20
SEC 23— 2S— 5W
RIV. CO. 17-050