rs151_09625.00'
c �-
h
N
GRAPHIC SCALE
150 0 75 150
{ n1 FEL -r )
2 inch = 150 ft.
SCHLEISMAN RCS,
FD. 1 " IP TAGGED LS 6154, IN LIEU OF
3.25" BRASS DISK PER U.B. 431/54-65.
ACCEPT AS C INTERSECTION.
SEARCHED, FD. NOTHING, EST. t INT
PER UNRECORDED WEBB & ASSOC. TIES
CUTBACK WAY
IT.2S o EARCHED, FD. NOTHING. EST AT
R- 7W. � z REC. DIST (456.15) PER R3.
1/4 E SET SPIKE & WSHR. LS 6957
_3
IN THE CITY OF EASN,4LE, COUNTY OF R/VERS/DE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOTS 34 THROUGH 38 OF PERSIMMON REPUBLIC ACRES PER MAP RECORDED IN BOOK 12, PAGE 98 OF MAPS IN THE OFFICE
OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
KELSOE & ASSOCIATES, INC. NOVEMBER, 2017
SURVEYOR'S STATEMENT:
THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION /N
CONFORMANCE WITH THE REQUIREME TS OF THE
FRUNSIONAL LAND SURVEYORS" A AT THE
REQU OF NEFF CONSTRUCTION JULY, 2018.
T.
ROBERT T 7"RnSOE, PLS 6957
EXP. DATE 9-30-19
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED /N ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT THIS _�_ DAY OF 2019
DAVID L. MCMILLAN, COUNTY SURVEYOR
PLS 8488, EXP. DATE 12-31-2020
PURPOSE OF SURVEY.•
�1yNT, LAft
p., EXP. 9-30-19 Z
N0. 6957 �
9� OF CAD -Vo
.1 _V , �� 13
No. 8488 Z '*
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH, MONUMENT & MAP
LOTS 34 THROUGH 38 OF PERSIMMON REPUBLIC ACRES PER M.B. 12/98.
25.00'
FD. 1 " IP TAGGED LS 5529, FLUSH o
IN LIEU OF 3.25" BRASS DISK PER
U.B. 443/4-10. ACCEPT. AS SW
COR. SEC. 34, T2S, R7W
CURVE TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
2.3732 "
4900.00
i
112.28
C2
3.24'00"
490000
290.76
145.42
G.3
2.25'24 "
WA LTE R S STREET
ET
207.25
103.64
SEARCHED, FD. NOTHING, EST
8'2655"
(N 89-51'58" E
722.54
361.92
N
SW COR TRACT 31476, M.B. 404/31-37
d- ;
(N 89'54'00" E
o
z
PER UNRECORDED WEBB & ASSOC. TIES
m
(N 89.21 '04 " W
SEARCHED, FD. NOTHING,
�-
N 89'20'35 " W
EST. BY INTERSECTION
k.
-
y__
440.15 (440.02 R3)
973.73' (974.03' CALC'D R3)
25.00'
FD. 1 " IP TAGGED LS 5529, FLUSH o
IN LIEU OF 3.25" BRASS DISK PER
U.B. 443/4-10. ACCEPT. AS SW
COR. SEC. 34, T2S, R7W
CURVE TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
Cl
2.3732 "
4900.00
224.53
112.28
C2
3.24'00"
490000
290.76
145.42
G.3
2.25'24 "
4900.00
207.25
103.64
C4
8'2655"
4900.001
722.54
361.92
CHANDLER STREET
(1980.11 ' R3)
1979.59' R4)
1980.00' R2)
1980.03' R1)
1979.67'
RECORDER'S STATEMENT:
FILED ,T�H�l� _DAY OF � 1, 2019,
AT G�'� r'"• IN 800K 1 OF RECORDS
OF SURVEY, AT PAGE AT THE
REQUEST F THE COUNTY SURVEYORNo. Al _A814
.�
FEE__
PETER ALDANA, ASSESSOR -COUNTY CLERK -
RECORDER
BY-----�-------- , DEPUTY
BASIS OF BEARINGS -
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
CHANDLER STREET AS SHOWN BY MAP OF TRACT 31476, RECORDED
IN BOOK 404, PAGES 31-37 OF MAPS, SHOWN AS
NORTH 89.21 '45 " WEST THEREON.
LEGEND:
0 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES A SET 1" IP OR S & W TAGGED LS 6957, FLUSH.
Rl INDICATES RECORD BEARINGS & DISTANCES PER RS 93/8-11.
R2 INDICATES RECORD BEARINGS & DISTANCES PER MB 12/98.
R3 INDICATES RECORD BEARINGS & DISTANCES PER MB 404/31-37.
SEARCHED, FD. NOTHING,
EST. BY INTERSECTION
565.79' (566.06' R3,
1980.15' BASIS OF BEARINGS
1980 00' R2)
0
0
P5 FD. 1 " IP & PLUG, ILLEG.,
NO REF., ACCEPT. AS � INT.
FD. 1" IP RCE 33755, FLUSH IN LIEU
OF 1.25" IP TAGGED R/V. CO. SURV.
ACCEPT. AS CL INT PER MB 423/73-80
(N89.54100 V 1320.00' R2)
N89.20'35 V
�•� 1319.78' n
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