rs147_003IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE SOUTH 150'OF THE EAST 180'OF THE EAST HALF OF THE
EAST HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTH—
WEST QUARTER OF SECTION 19, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S. B. M.
CHESTER F. RALSTON LS 5174 JUNE 2016
SURVEYOR'S STATEMENT
SCALE: 1 " = 40' THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT tvt5�-'�irjG-
0' 40' 80' 120' 160' AT THE REQUEST OF ELIZABETH GUTIERREZ IN MARCH 2015. � Ci NO. 5174 QL�p
a
EXP. 6-30-2017
CHESTER F. RALSTON LS 5774 (LICENSE EXPIRES 6/30/2077)
FOF CqL\F�
SURVEYOR'S NOTES rn/ rnIry _c/ lRVFvnQ�c .cra rFnnFn►r
BASIS OF BEARING IS THE CENTERLINE OF NUEVO
ROAD BETWEEN Mc KIMBALL ROAD & WEBSTER
A VENUE BEING N 89 °24'51 "E PER RS 77/16
0 INDICATES FOUND MONUMENT AS NOTED
p INDICATES SEARCHED & FOUND NOTHING, SET I" X 18" IRON
PIPE TAGGED LS 5174, FLUSH, UNLESS OTHERWISE NOTED.
( )
INDICATES RECORD DATA PER RS 77/16 UNLESS OTHERWISE NOTED.
] INDICATES RECORD DATA PER PMB 35/61
( } INDICATES RECORD DATA PER RIV. CO. SURV. TB 160/233
< > INDICATES RECORD DATA PER RIV, CO. SURV. TB 160/234
SFN INDICATES SEARCHED AND FOUND NOTHING, SET NOTHING.
TB INCICA TES RIVERSIDE COUNTY SURVEYOR'S TIE BOOK.
FIELD SURVEY WAS CONDUCTED ON MARCH 27-31 OF 2015 AND FEBRUARY 11, 2016
CURVE DATA TABLE
Curve
Delta Radius
Length Tangent
1
17°2358" 650.00
197.39 99.46
(1}
17023144" 650.00
197.35 99.44
2
07°08'32" 694.00
86.51 43.31
LINE DATA TABLE
Line Bearin
Distance
1 N 89 °24'51 "E
30.01'
2 N 89 024'51 "E
29.74'
3 N 00001'13"W
30.00'
4 N 00035'09"W
30.00'
5 N 00035'09"W
14.00`
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SUR EYORS' ACT
THIS /' At DAY OF v G 0 �` , 2016 p�,P
NO.
(CHARD L TIS, COUNTY SURVEYOR CL
�' EXP. 12
L. S. 7611, LICENSE EXPI RES 1213112016
nni IA1Tx/ c%I IoI ic%inrYc% A//'ITC
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 ORD. 460.
THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDAB
PARCEL.
FD. I" 1P, NO TAG, NO
REFERENCE, DN. 0.7 ;
ACCEPTED AS NW COR.,
SET TAG LS 5174
r
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ol
Z) w -
Zi
w �
Q1ILLJ FD. GIN SPIKE & WASHER
/ `t ��
0� pM 35 6 c
V*2
7 /16 STAMPED LS 8136, PER
RS 7 RS 136/80 FOR CENTERLINE
ul , Z.Q INTERSECTION & 1/64 CORNER
0 FD. 1-1/4" IP & RIV. CO. SURV. TAG, w
I ►
r
DN. 0. 7' PER PM 35/61, ACCEPTED Z'7�
AS CENTERLINE INTERSECTIONFLUSH, PER PM 35/61
NUEVO ROAD
+363.
_,,,,,_.�.___,,,,.. 1639.30' (1639.50)
10 (363.14
N 89°2451 "E 2002.40' (N 89°24'51 "E 2002.64' BASIS OF BEARINGS) .'
N 89 °24'51 "E 2663.92' (N 89 °24'51 "E 2664.03) [2664.577 'c::C l 0
0zIQ
7 _26 *r0
1�/3 /23 �
p 418 I�
Mj3 �
-1-15-314
481.51'
20 11 -035 87$0
RECORDER'S STATEMENT SHEET 1 OF 7 SHEE
FILED THIS 2.2.00DIAYOF , 2016,
AT M. IN BOOKL-� RECORDS OF SURVEY,
AT PAGE ?J ,AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY:d ohk; A i - A (A, DEPUTY
w l4wl-low Nftwoolr'
FD. 1-1/2" I. P. & PLUG LS 4628, FD. 1 " IP & RI V. CO.
DN. 0.4 ; IN LIEU OF A 1-1/2" I.P. SURV. PLUG, DN. 0.6;
WITH NO TAG, PER PM 193/47-49 FOR CENTERLINE P. l.,
S 46051'14"E 3.01 ' FROM CENTER PER TB 106/234
1/4 CORNER OF SECTION 19 =
FD. I" I. P. &PLUG LS 55291
DN. 0.4' FOR CENTER 7/4
CORNER OF SECTION 19,
PER PM 193/47-4
JC I U11V Zit/At— BSc VVAJI—ICK
STAMPED LS 5174, FLUSH
0
SFN
FD. BROKEN COPPER
CLAD MONUMENT, FLUSH,
FOR CENTERLINE BC
PER TB 106/234
FD. 1 " IP, NO TAG, FLUSH,
FOR CENTERLINE P. 1., PER
TB 106/233, SET TAG LS 5174
ACCEPTED AS BEING ON THE
N. -S. CENTER SECTION LINE
CALC'D BC IS
N00411W0.95
OF 1/4 COR.
�— FD. GRANITE STONE DN. 1.1; NO
NAIL HOLE FOUND, ESTABLISHED
BY INTERSECTION, SET GIN SPIKE
AND WASHER STAMPED LS 5174,
I FLUSH FOR S. 114 COR. SEC. 19
ALL TIES PER TB 36/103 ARE LOST.
RS 70 / 54
RI V.- CO: 15-059 —
3
RICHARD G. LIS,
COUNTY SURVEYOR, LS 7611
LICENSE EXP
ES 12/31/2016
FD. I" 1P, NO TAG, NO
REFERENCE, DN. 0.7 ;
ACCEPTED AS NW COR.,
SET TAG LS 5174
r
UJ col
ol
Z) w -
Zi
w �
Q1ILLJ FD. GIN SPIKE & WASHER
/ `t ��
0� pM 35 6 c
V*2
7 /16 STAMPED LS 8136, PER
RS 7 RS 136/80 FOR CENTERLINE
ul , Z.Q INTERSECTION & 1/64 CORNER
0 FD. 1-1/4" IP & RIV. CO. SURV. TAG, w
I ►
r
DN. 0. 7' PER PM 35/61, ACCEPTED Z'7�
AS CENTERLINE INTERSECTIONFLUSH, PER PM 35/61
NUEVO ROAD
+363.
_,,,,,_.�.___,,,,.. 1639.30' (1639.50)
10 (363.14
N 89°2451 "E 2002.40' (N 89°24'51 "E 2002.64' BASIS OF BEARINGS) .'
N 89 °24'51 "E 2663.92' (N 89 °24'51 "E 2664.03) [2664.577 'c::C l 0
0zIQ
7 _26 *r0
1�/3 /23 �
p 418 I�
Mj3 �
-1-15-314
481.51'
20 11 -035 87$0
RECORDER'S STATEMENT SHEET 1 OF 7 SHEE
FILED THIS 2.2.00DIAYOF , 2016,
AT M. IN BOOKL-� RECORDS OF SURVEY,
AT PAGE ?J ,AT THE REQUEST OF THE COUNTY SURVEYOR.
NO.
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY:d ohk; A i - A (A, DEPUTY
w l4wl-low Nftwoolr'
FD. 1-1/2" I. P. & PLUG LS 4628, FD. 1 " IP & RI V. CO.
DN. 0.4 ; IN LIEU OF A 1-1/2" I.P. SURV. PLUG, DN. 0.6;
WITH NO TAG, PER PM 193/47-49 FOR CENTERLINE P. l.,
S 46051'14"E 3.01 ' FROM CENTER PER TB 106/234
1/4 CORNER OF SECTION 19 =
FD. I" I. P. &PLUG LS 55291
DN. 0.4' FOR CENTER 7/4
CORNER OF SECTION 19,
PER PM 193/47-4
JC I U11V Zit/At— BSc VVAJI—ICK
STAMPED LS 5174, FLUSH
0
SFN
FD. BROKEN COPPER
CLAD MONUMENT, FLUSH,
FOR CENTERLINE BC
PER TB 106/234
FD. 1 " IP, NO TAG, FLUSH,
FOR CENTERLINE P. 1., PER
TB 106/233, SET TAG LS 5174
ACCEPTED AS BEING ON THE
N. -S. CENTER SECTION LINE
CALC'D BC IS
N00411W0.95
OF 1/4 COR.
�— FD. GRANITE STONE DN. 1.1; NO
NAIL HOLE FOUND, ESTABLISHED
BY INTERSECTION, SET GIN SPIKE
AND WASHER STAMPED LS 5174,
I FLUSH FOR S. 114 COR. SEC. 19
ALL TIES PER TB 36/103 ARE LOST.
RS 70 / 54
RI V.- CO: 15-059 —
3