rs148_009w
I
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GRAPHIC SCALE
E
100 50 0 100 200
( IN FEET )
1 inch = 100 ft.
FOUND NAIL & TAG STAMPED
RCE 26401, DOWN 0.11, NO REF,
IN LIEU OF 1 1/2" BRASS
DISK PER R.S. 62/1-10 &
RIV. CO. SUR. MAP NO. 828Y.
ACCEPTED FOR W. 1/4
CORNER, SEC. 12.
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N 89039'16" W 990.88
S F N
(330.341)
01�'
FOUND 5/8" REBAR IN CONCRETE,
NO TAG, FLUSH, PER R.S. 62/1-10.
SET PLUG STAMPED LS 8880.
FOUND 3/4" I.P., NO TAG, FLUSH,
NO REF., 0.061 N., 0.261 W. OF REBAR.
(SEE DETAIL "All)
N 89035'24" W 330.06'
T ( N 8903815411 W 330.181
102`.5 41.481
FOUND 1" I.P. TAGGED LS
4184, DOWN 0.21, ACCEPTED
FOR NW CORNER PARCEL
6135-24B PER R.S. 62/1-10.
Cyi
GO
Op
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER
OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 12, TOWNSHIP 3 SOUTH, RANGE 5 EAST,
SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA
LSAP CONSULTANTS LLC AUGUST 2014
N 89039'16" W 2641.841 ( N 89038154" W 2641.889 )
FOUND SOLID 1" I.P. IN CONCRETE,
NO TAG, FLUSH, PER R.S.
62/1-10. SET TAG STAMPED
LS 8880.\
N 89040'15" W 1320.90' N 8903854" W 1320.84')
kk kk kk kk
330.661 ( 330.69# 330-06' 330.10' 330.01' 330.17' 330.10'
(329-951)
FOUND 1/219 I.P., NO TAG, FOUND 3/4" I.P., NO TAG,
DOWN 0.5% PER R.S. 62/1-10, FLUSH, PER R.S. 62/1-10.
0.26' N. OF LINE. 0.21' N. OF LINE.
FOUND 3/4" I.P., NO TAG,
DOWN 1.0', PER R.S. 62/1-10,
0.36' N. OF LINE.
At
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C) C) DOWN 0.6% PER R.S. 94/1
z z z
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ACCEPTED FOR SW 1/16
661.141� � ( 661.031 )
FOUND 3/4" I.P. TAGGED
RCE 11251, FLUSH, PER
R.S. 62/1-10 FOR S 1/16 CORNER
FOUND TIES FOR DILLON ROAD
& LANGLEY DRIVE PER TIE BOOK 2/10
TO ESTABLISH INTERSECTION.
FOUND NOTHING ON ROAD SURFACE.
00
CALCULATED MISSING ANGLE POINT BY
SFN.
ul
BEARING -BEARING
INTERSECTION OF
DETERMINED BY INTERSECTION
AS NW CORNER INST. # 88-326322
EAST - WEST LINE.
O.R. PER R.S. 94/1, & R.S. 62/1-10.
00 LO
SFN
330.92'
330.821
.00 661.48' )) (661.621)
N 89040'11 W 660.12'
N 89039'41 " W 330.42'
N 89040'09" W 330.43')
N 8904221 W 992.40'
.
N 89042'49" W 99244' )
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C) C) DOWN 0.6% PER R.S. 94/1
z z z
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ACCEPTED FOR SW 1/16
661.141� � ( 661.031 )
FOUND 3/4" I.P. TAGGED
RCE 11251, FLUSH, PER
R.S. 62/1-10 FOR S 1/16 CORNER
FOUND TIES FOR DILLON ROAD
& LANGLEY DRIVE PER TIE BOOK 2/10
TO ESTABLISH INTERSECTION.
FOUND NOTHING ON ROAD SURFACE.
�oi�-vog4-139 �,�
SHEET 1 OF 1 SHEET
STATEMENT
FILED THIS 3t-"' DAY OF PnVj?h , 20_1 '7 -,
AT lo: qy__j-. M. IN BOOK (L'I T RECORDS OF SURVEY,
AT PAGE Q -, AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. _0201-1- d0g'q13q
FEE 0 1() - oo
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
BY: q,j,j.C�DEPUTY
O \,AN D &
CS
RAYMOND
CHARLES 0
FREIWALD ;0 SURVEYOR'S STATEMENT
No. 8880 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
CA\Y, REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
ACT, AT THE REQUEST OF ROBERTO MELCHOR IN AUGUST, 2014.
FOUND 1/2" I.P. TAGGED PLS 3008,
DOWN 0.51, PER R.S. 62/1-10 & RIV.
CO. SURV. MAP NO. 828Y FOR
�i2Q,L
C 1/4, SEC. 12. RAYMOND C. FREIWALD
L.S. NO. 8880
C 1/4
70
0
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0
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CY)
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CN
0
0
z
N.-Ol
CN
N
CY)
T_
w
un
Nr
04
0
0
z
0
6-01
*_40
w
z
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
IV 00,10
THIS 2,9 DAY OF 20 7 .
0
er 0
CaL. No. 7611 x
Exp. 12-31-18
RICHARD G. LANTIs , #C UNTY SURVEYOR
L.S. 7611 EXPIRES 12-31-2018
C
FOUND 3/411 I.P., NO
TAG, FLUSH, NO REF.,
0.06'N, 0.26'W OF
REBAR. NOT ACCEPTED
FOR CORNER.
•
FOUND 5/8" REBAR
IN CONCRETE, NO
TAG, FLUSH, PER
R.S. 62/1-10. SET
PLUG STAMPED
LS 8880.
ACCEPTED FOR CORNER.
DETAIL "A"
(NOT TO SCALE
CORNER. FOUND 1/2" I.P., NO TAG,
330.571 330.52' 330.57' (330.52' N 89040'55" W 1321.581 (1322.071) DOWN 0.3% PER R.S. 62/1-10,
FOR CS 1/16 CORNER.
N 89041'09" W 1322.28' 1322.071 CS 1/16
N 89°41'02" W 2643.861 N 8904110619 W 2644.141
AURORA ROAD
LEGEND
0 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES FOUND NOTHING, SET 1" I.P. WITH PLUG
STAMPED LS 8880, FLUSH, UNLESS OTHERWISE NOTED.
INDICATES RECORD DATA PER R.S. 62/1-10.
SFN INDICATES SEARCHED FOUND NOTHING.
I.P. INDICATES IRON PIPE
C / L INDICATES CENTERLINE
THE PURPOSE OF THIS SURVEY IS
TO MONUMENT THE BOUNDARY OF
DOCUMENT # 2014-0202618.
BASIS OF BEARINGS
THE BASIS OF BEARINGS SHOWN ON THIS MAP
IS THE CENTERLINE OF BENNETT ROAD PER R.S.
62/1-10, BEING N 00030'08" E.
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 GOVERNMENT CODE AND
RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL SHOWN ON
THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND
THEREFORE MAY NOT BE A BUILDABLE PARCEL.
die&
KICHARD G. LANflS`""I I %v>wTY SuRVEYO
L.S. 7611
EXPIRES 12-31-18
RIV. CO. 14-096
00
ti
00
ul
FOUND 1/2" I.P. TAGGED
00*1
001
RCE 23256, UP 0.6% ACCEPTED
AS NW CORNER INST. # 88-326322
co
06
O.R. PER R.S. 94/1, & R.S. 62/1-10.
00 LO
�oi�-vog4-139 �,�
SHEET 1 OF 1 SHEET
STATEMENT
FILED THIS 3t-"' DAY OF PnVj?h , 20_1 '7 -,
AT lo: qy__j-. M. IN BOOK (L'I T RECORDS OF SURVEY,
AT PAGE Q -, AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. _0201-1- d0g'q13q
FEE 0 1() - oo
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
BY: q,j,j.C�DEPUTY
O \,AN D &
CS
RAYMOND
CHARLES 0
FREIWALD ;0 SURVEYOR'S STATEMENT
No. 8880 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
CA\Y, REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
ACT, AT THE REQUEST OF ROBERTO MELCHOR IN AUGUST, 2014.
FOUND 1/2" I.P. TAGGED PLS 3008,
DOWN 0.51, PER R.S. 62/1-10 & RIV.
CO. SURV. MAP NO. 828Y FOR
�i2Q,L
C 1/4, SEC. 12. RAYMOND C. FREIWALD
L.S. NO. 8880
C 1/4
70
0
ui
U)
w
0
2
CY)
Ir -
w
CN
0
0
z
N.-Ol
CN
N
CY)
T_
w
un
Nr
04
0
0
z
0
6-01
*_40
w
z
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT
IV 00,10
THIS 2,9 DAY OF 20 7 .
0
er 0
CaL. No. 7611 x
Exp. 12-31-18
RICHARD G. LANTIs , #C UNTY SURVEYOR
L.S. 7611 EXPIRES 12-31-2018
C
FOUND 3/411 I.P., NO
TAG, FLUSH, NO REF.,
0.06'N, 0.26'W OF
REBAR. NOT ACCEPTED
FOR CORNER.
•
FOUND 5/8" REBAR
IN CONCRETE, NO
TAG, FLUSH, PER
R.S. 62/1-10. SET
PLUG STAMPED
LS 8880.
ACCEPTED FOR CORNER.
DETAIL "A"
(NOT TO SCALE
CORNER. FOUND 1/2" I.P., NO TAG,
330.571 330.52' 330.57' (330.52' N 89040'55" W 1321.581 (1322.071) DOWN 0.3% PER R.S. 62/1-10,
FOR CS 1/16 CORNER.
N 89041'09" W 1322.28' 1322.071 CS 1/16
N 89°41'02" W 2643.861 N 8904110619 W 2644.141
AURORA ROAD
LEGEND
0 INDICATES FOUND MONUMENT AS NOTED.
0 INDICATES FOUND NOTHING, SET 1" I.P. WITH PLUG
STAMPED LS 8880, FLUSH, UNLESS OTHERWISE NOTED.
INDICATES RECORD DATA PER R.S. 62/1-10.
SFN INDICATES SEARCHED FOUND NOTHING.
I.P. INDICATES IRON PIPE
C / L INDICATES CENTERLINE
THE PURPOSE OF THIS SURVEY IS
TO MONUMENT THE BOUNDARY OF
DOCUMENT # 2014-0202618.
BASIS OF BEARINGS
THE BASIS OF BEARINGS SHOWN ON THIS MAP
IS THE CENTERLINE OF BENNETT ROAD PER R.S.
62/1-10, BEING N 00030'08" E.
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 GOVERNMENT CODE AND
RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL SHOWN ON
THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND
THEREFORE MAY NOT BE A BUILDABLE PARCEL.
die&
KICHARD G. LANflS`""I I %v>wTY SuRVEYO
L.S. 7611
EXPIRES 12-31-18
RIV. CO. 14-096