rs149_027isommaw C4
IN THE CITY OF HEMET, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
BEING A SURVEY OF LOTS 19 3, 4 & 18 OF BLOCK 22 OF TOWNSITE, NOW CITY, OF HEMET,
AS SHOWN BY MAP ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, IN BOOK 15 OF MAPS, PAGE 702.
/ FEBRUARY, 2016
SURVEYOR'S STATEMENT
Th isT ap correctly represents a survey made by me or under
ct
my dire ion in conformance with the requirements of the
Professional Land SurveyorsAct at the request of
SIMON CHU & RUSSELL DILL in FEBRUARY 20 17
40000 4��
MICHAEL J. ROBERT, P.L.S.
Lic. No. 8895
Date: 03/23/17
FD. CAL DOT BRASS DISK IN WELL
STAMPED "REPL NAIL 1997 DN. 0.6'
PER R2.
N89049152"F 660.44' (660.00')
FD. CAL DOT BRASS DISK IN WELL
STAMPED "REPL NAIL 1997 DN. 0.6'
PER R3, ACCEPTED AS
CENTERLINE INTERSECTION OF GILBERT ST
& FLORIDA AVE
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with
Section 8766 of the Professional Land Surveyors' Act
this. day of 0 G 2017.
DAVID L. MCMILLAN, County Surveor
y
C 4
4
Lac. No. 8488 el 1 *".,
STATEMENT OF PURPOSE
The purpose of this survey is to establish and
monument the boundary of the parcel of land
described in Instrument No. 2015-0561658 O.R.,
recorded 12/30/2015.
BASIS OF BEARINGS STATEMENT
THE BASIS OF BEARINGS FOR THIS MAP IS THE
CENTERLINE OF INEZ STREET, NO"08115"W PER
PARCEL MAP No. 24141, PMB 157/80-81
REFERENCES
Rl- M.B. 15/702, SAN DIEGO COUNTY RECORDS
R2- CORNER RECORD 97-298
R3- CORNER RECORD 97-299
R4- G.F. KEEP'S SUBDIVISION M136/65
R5- H.L. THOMPSON'S SUB. No.1 MB 9/57
( )— RECORD DATA PER R1
[ ]— RECORD DATA PER R1+R4+R5
M&R- MEASURED DATA = RECORD DATA
SURVEYOR'S NOTES
CENTERLINE OF AT&SF RAILROAD IS UN -SURVEYABLE.
THERE ARE DISCREPANCIES WITH SOME OF THE RECORD
LOT DISTANCES IN RELATION TO THE RR RIGHT-OF-WAY
MICHAEL ROBERT P.L.S. 8895
��o�� LANA
C)
s�
C)
P.L.S. 8895 y
��9�F
OFCAi.
0
W
W
En
0
13 0.
00
00
C) Lo
Z �''
L0
00 to
00
00
4i
IN BLOCK 22 PER THE MAP OF R1. LO
00
HAD TO USE PROPORTIONATE DISTANCES ON THE EAST & P
WEST LINES OF BLOCK 22 OF R1 TO DETERMINE THE 0
SOUTHERLY RIGHT-OF-WAY OF AT&SF RAILROAD. z
SCALE: 1 50'
FEET 0 25 50 160 150
FD. BOAT SPIKE & WASHER
11 LS 5346 to , FLUSH, NO REFERENCE,
ACCEPTED AS CENTERLINE
INTERSECTION OF ALLESSANDRO ST
& KIMBALL AVE
CURVE DATA TABLE
NO.
vl-
9 9
DELTA
LENGTH
(LENGTH)
C1
2914.93'
STATEMENT OF PURPOSE
The purpose of this survey is to establish and
monument the boundary of the parcel of land
described in Instrument No. 2015-0561658 O.R.,
recorded 12/30/2015.
BASIS OF BEARINGS STATEMENT
THE BASIS OF BEARINGS FOR THIS MAP IS THE
CENTERLINE OF INEZ STREET, NO"08115"W PER
PARCEL MAP No. 24141, PMB 157/80-81
REFERENCES
Rl- M.B. 15/702, SAN DIEGO COUNTY RECORDS
R2- CORNER RECORD 97-298
R3- CORNER RECORD 97-299
R4- G.F. KEEP'S SUBDIVISION M136/65
R5- H.L. THOMPSON'S SUB. No.1 MB 9/57
( )— RECORD DATA PER R1
[ ]— RECORD DATA PER R1+R4+R5
M&R- MEASURED DATA = RECORD DATA
SURVEYOR'S NOTES
CENTERLINE OF AT&SF RAILROAD IS UN -SURVEYABLE.
THERE ARE DISCREPANCIES WITH SOME OF THE RECORD
LOT DISTANCES IN RELATION TO THE RR RIGHT-OF-WAY
MICHAEL ROBERT P.L.S. 8895
��o�� LANA
C)
s�
C)
P.L.S. 8895 y
��9�F
OFCAi.
0
W
W
En
0
13 0.
00
00
C) Lo
Z �''
L0
00 to
00
00
4i
IN BLOCK 22 PER THE MAP OF R1. LO
00
HAD TO USE PROPORTIONATE DISTANCES ON THE EAST & P
WEST LINES OF BLOCK 22 OF R1 TO DETERMINE THE 0
SOUTHERLY RIGHT-OF-WAY OF AT&SF RAILROAD. z
SCALE: 1 50'
FEET 0 25 50 160 150
FD. BOAT SPIKE & WASHER
11 LS 5346 to , FLUSH, NO REFERENCE,
ACCEPTED AS CENTERLINE
INTERSECTION OF ALLESSANDRO ST
& KIMBALL AVE
CURVE DATA TABLE
NO.
RADIUS
DELTA
LENGTH
(LENGTH)
C1
2914.93'
0'045'17"
38.39'
(38.2911)
C2
2914.93'
1`43'17"
87.58'
(87.,37')
SHEET 1 — OF 1 -
RECORDER'S STATEMENT
Filed this 19it day of D' 20 at
ID:yDAM. in Book 1461 -Records of Survey,
at Page- 2Q at the request of the
County Surveyor.
No. 20th-M?)L,Lt2
Fee & 10., bn
Peter Aldana, Assess -County Clerk -Recorder
Deputy
FD. 192 I.P. W/ PLUG PIS 7171"
FLUSH, NO REFERENCE, ACCEPTED
AS CENTERLINE INTERSECTION OF
INEZ ST. & LATHAM AVE
0
ri
cfl
Q0
rn
LO
i CO
FLORIDA AVENUE
N89*5049"E
329.380 (328.50*)
0
Ln
0
%0
269.381 (268.501)
Nb9'b(J_4/__L zbg.6,53 kzbts.nu)
N89050'47"E
KIMBALL AVENUE
o F o CFE,P8 OU EJ 10 1,',.'V 3 )IdM,
FD. C -NAIL & TIN, FLUSH,
H r, Lo 7 H 00 N � P-1 2> 0) N�' '� 0_ X 11 NO REFERENCE, ACCEPTED
6`0`1 If AS CENTERLINE INTERSECTION
OF INEZ ST & CENTRAL AVE.
I pp--- R1
PD [ M PLJ)
FD. NOTHING SET NOTHING,
RE-ESTABLSHED BY INTERSECTION
OF FD. POINTS.
(10980.001) 0 (1,651.50')
1,650.20
FD. 1" I.P. W/ PLUG IS 7780"
FLUSH, NO REFERENCE, ACCEPTED
AS CENTERLINE INTERSECTION OF
BUENA VISTA ST & FLORIDA AVE
SET NAIL & TAG "PLS 8895"
IN SIDEWALK
INSTRUMENT No. 2015-0561658
RECORDED 12/30/2015
APN: 443-271-026
SET NAIL & TAG "PLS 8895"
IN SIDEWALK
10
L0
o6'cT) Lj
r
..0
c.0 W
o6
N
W
Z
MONUMENT NOTES
0- FOUND MONUMENT AS NOTED
0- SET 1`9 I.P. W/ PLUG "PLS 8895
DN. 0.5', UNLESS OTHERWISE NOTED
FD. NOTHING SET NOTHING,
RE-ESTABLSHED BY INTERSECTION
OF FD. POINTS.
lv650.761 (1s651.50')
11 t980.00')
00
0
•
FD. 1"' I.P. NO TAG, DN. 1.0's
to
NO REFERENCE, ACCEPTED AS
CENTERLINE 1WTF7PqFr.Tinm OF
KIMBALL AVE. & BUENA VISTA ST.
Riv Co 17-045