rs153_005CORS STATION "MLFP"
N 2279467.94
E 6237668.23
/CORS STATION 11MAT2"
N 2257426.26
E 6201390.32
FD COPPERWELD STAMPED "RIV
f -,CO TRANS CL INT"CL INT. OF
�CAJALCO RD. & BROWN ST. PER
�'� TB 108/18 & RS 109/96-101
yes
S�S ° FD COPPERWELD STAMPED 'RIV
70 S CO TRANS CL INT" PER CR 01/193
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49
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BASIS OF BEARINGS
DETAIL
NOT TO SCALE
CORS STATION ''PPBF"
N 2248986.80
E 6278618.85
IN THE UNINCORPORATED TERRITORY OF I RIVERSIDE COUNTY, STATE OF CALIFORNIA
V.-E-ij?E_j Col? 0 OF S (J),1w
LOTS 57 AND 58 OF A MAP OF GLEN VALLEY FARMS TRACT NO. 3v AS FILED IN BOOK 15, PAGE 38 OF RECORD OF SURVEYS IN
THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY AND THOSE PORTIONS OF THE SOUTH HALF OF SECTION 10,
TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
RICK ENGINEERING COMPANY DECEMBER 2010
FD PK NAIL & WASHER 'RIV.
CO. SURVEYOR" PER CR 1/ 190,
PM 230/98-999 & RS 15/38
ACCEPTED AS CL CAJALCO RD.
CAJALCO ROAD4 S .10
L5
FD COPPERWELD & DAY ST. E. 1/ COR EC
_
STAMPED 'RIV .� _ - ° ° ° --�
N89 49 32 'E 1324.17 (N89 15 00 'E 1324.44) CN89 44 56 'E 1324.27 ] FD PK NAIL & WASHER RIV. ,
CO TRANS CL INT N89 49 39 'E
CO. SURVEYOR"PER CR 01/191
CL INT. OF FD COPPERWELD STAMPED RIV & PM 126/3-4 CL CAJALCO RD. 1324.26'
CAJALCO RD. CO TRANS CL INT°' PER CR 0 1/ 193 & CARROLL ST. (N89° 15'00"E
ACCEPTED AS CL INT. OF CAJALCO RD. 1324.45`)
& BROWN ST. PER !� rn n . FD 5/8 REBAR CAP
TB 108/18 & w v c� o MINIM
" I & CLARK ST., CENTER OF SEC. 10 FD 5/8 REBAR CAP '1.S 3962"
RS 109/96-101, c� jnN�" � � 'LS 3962 S.W. CORNS �'' FD 5/8 REBAR
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z z FLUSH PER RIV. CO. TB 10/1002 ACCEPTED
N89°50'09''E 286.71'---�''J � CUTBACK CARROLL
• . ELMWOOD STREET� AS CL INT. CLARK ST. & ELMWOOD ST.° , ,
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ELEVATION -168;3'
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ACCEPTING DEED UTILITY
32065.79' GRID
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497.25 CN89 'E 497.25
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wINST. NO.2005-0784576
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wINST. NO.2005-0784576
FD PK NAIL & WASHER 'LS 7083 - OAKWOOD STREET
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&INST. N0. 2009-0635580
ESTABLISHED EAST LINE OF
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INST. N0. 2009-0635580
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NOT TO SCALE
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PER RS 15/38, INST.
CONVERGENCE ANGLE
N
0032'02"
FLUSH IN LIEU OF 2X2 N0.2005-0784576 & INST.
INTERSECTION OF
L1
N
W/-***RIV. CO. SURVEY TAG NO. 2009-0635580
CLARK STREET &
T
467.01'
AND C -NAIL PER RS 117/49
OAKWOOD STREET
w
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& TB 83/107 ACCEPTED
NOT TO SCALE
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AS CL INT. CLARK ST. &
PINEWOOD ST. PER RS 117/49
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2649.23'
RE-ESTABLISHED PER RIV. CO. TB 12-0356.
PER RIV. CO. FB N0.
2640.76' '
E
SET GIN SPIKE & WASHER RCE 33591, FLUSH
2213, SUR. N0. 6305
(N89° 15'201E
N
CL INT. CLARK ST. AND RIDER ST. PER
CL INT BROWN ST
264195')
32065.79' GRID
RS 117/49 AND THE S. 1/4 CORNER OF SECTION 10
NAME
N
0032'02"
DIRECTION
LENGTH
L1
N
89050'24"
E
E
467.01'
L2
N
0034'38"
662.78'1
E
301.31'
L3
N
89050'39"
STREET
E
467.23'
L4
N
0035'57"
N
E
301.31'
L5
N
89049'33"
89050'22"
E
2649.23'
L12
(N
89°15'00"
E
E
2648.60')
L6
N
88028'57"
44.45'1
W
32065.79' GRID
L7
N
58043'05"
E
42449.06' GRID
L8
N
79052'05"
W
43198.42' GRID
' ' ' N89°50'05"E 1326.93' (N89° 15'20"E 1327.55')
& RIDER ST. _ .-
�@ IIIIIfla N _1l
SCALE: 1"= 100'
100 0 100 200
N89° 50'05'£ 2653.85' (N89' 15'20"E 2655.10')
Ot RIDER STREET
L9
N
0032'02"
E
662.86'
w
(N
0603'32"
E
662.90')
STREET
[N
0032'36"
E
662.78'1
L10
N
45°03' 20"
E
21.1 1 '
STREET
CN
45011'29"
E
21.08'1
L11
N
89050'09"
E
44.44'
CN
89050'22"
E
44.45'7
L12
N
032102"
E
44.51'
[N
0032'36"
E
44.45'1
FD. 3 4"IP NO TAG -'
FLUS ACCEPTED AS
CL INT. DAY ST. &
OAKW OD ST. PER
RS 15/38 & RS 83/79
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CL INT. CARROLL ST. ZZ 1326.93'
& RIDER ST. ESTABLISHED (N89 15 20 'E)
BY PRORATION PER RS 15/38 (1327.55')
<N890 15120"E
�-- 1326.89'>
FD 1 1/2 " IP W/TAG ''LS 4343"
DN 0.20' PER RS 83/79
ACCEPTED AS CL INT. DAY ST.
& RIDER ST. S.E. COR, SEC. 10
�0��-D3��1�1�
Dr
SHEET 1 OF 1 SHEET,
RECORDER'S STATEMENT
FILED THIS DAY OF p 20�.
AT A.M IN BOOK OF MAPS, AT PAGES
AT THE REQUEST OF THE COUNTY SURVEYOR.
N0. � 1
FEE=
PETER ALDANA, ASS SSOR-COUNTY CLERK -RECORDER
BYi1 DEPUTY
LEGEND
0 INDICATES 1" IRON PIPE 8 PLASTIC PLUG "R.C.E. 33591"
SET FLUSH, UNLESS OTHERWISE NOTED.
INDICATES CONTINUOUS OPERATING REFERENCE STATIONS
(CORS), AS NOTED.
• INDICATES FOUND MONUMENT AS NOTED.
() INDICATES RECORD DATA PER RS 15/38, UNLESS OTHERWISE
NOTED.
[] INDICATES RECORD DATA PER PM 126/3-4.,
< > INDICATES RECORD DATA PER RS 83/79.
(( )) INDICATES RECORD DATA PER GRANT DEED, INST. NO.
2009-06355809 REC. 12/10/2009 AND GRANT DEED, INST.
NO. 2005-0784579, REC. 9-22-2005, OFFICIAL RECORDS OF
RIVERSIDE COUNTY.
= : 4, . 0
6�1612 awl:F11 m I =
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM, NAD 83 (2007.00 EPOCH),
ZONE 6, AS DETERMINED LOCALLY BY A TIE BETWEEN
CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"MLFP" AND "PPBF" AS SHOWN HEREON (I.E. N 53020'18" W) .
DISTANCES SHOWN HEREON ARE GRID DISTANCES. GROUND
DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID
DISTANCES BY 1.0000166358.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT,
THIS 30 DAY OF 2019.
�1110
�NDS�
DAVID MCMILLAN, COUNTY SURVEYOR N•.� Z
LS 8488 EXP. DATE 12-31-2020 Exp. 12-31-20
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 RIVERSIDE COUNTY ECONOMIC DEVELOPMENT AGENCY IN
AUGUST, 2010. ---
DATE : 111 Ess�11O�C
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ROBERT A. STOCKTON R.C.E. 33591
W
EXPIRES 6-30-2020
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OAKWOOD a
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VICINITY M AP
NO SCALE RIVCO 19-074