rs153_017a`!
W
SHEET 1 OF 1
IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, RECORDERTS STATEMENT
STATE OF CALIFORNIA FILED THIS DAY 0 bld,_ , 20199 AT
_4:�1- M. IN BOOK _J,__ RECORDS OF SURVEY, AT
PAGE AT THE REQUEST OF THE COUNTY
REC:ORD OF SURVE)(
SURVEYOR.
BEING A SURVEY OF A PORTION OF LOT 1 IN BLOCK 1 OF THE ALESSANDRO TRA CT, NO. Ic�O t4 �IO�I1�
AS SHOWN ON A MAP ON FILE IN BOOK 6, PAGE 13 OF MAPS, FEEo� N
IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINQCOUNTY CALIFORNIA. PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BEING A PORTION OF SECTION 11 ,TOWNSHIP 3 SOUTH, RANGE 4 WEST, BY: (•/ JLjLat��,.,& Z DEPUTY
PURPOSE OF SURVEY: SAN BERr1ARDINO BASE AND MERIDIAN
THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE
BOUNDARY OF THE LAND DESCRIBED WITHIN
DOCUMENT NO. 2015-0018642s OF OFFICIAL RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA.
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 NEW STANDARD EQUITIES, INC IN
OCTOBER OF 2017.
J�ER Y L MAYS DATED
LS. N0. 6379
W
N 89 34, 32 E
W
607.23
N 0025'28» W
27,65'
Ll 1
59 3.23' -N --
V) 30 J
I
11.96'
L 12
�,
5.00'
(NOO'028#36"W
(NOO*23130"W
29.26' R2)
29.25' R5
�-- L3
588.23' ---
X
L4
N 00'25'28" W
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N 00'25'28" W
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N 4913'00" W
53.27'
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N 89'5422" E
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DETAIL A
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LARCH ST
JEFFERY L. MAYS, PLS 6379 -
DATE OF SURVEY: OCTOBER 2017
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LINE
BEARING
DISTANCE
L1
N 0025'28» W
27,65'
w
COw
(NO0028#36"W
(NOO'023930"W
27.62' R2)
27.67' R5
L2
N 00'2528" W
29.25'
5.00'
(NOO'028#36"W
(NOO*23130"W
29.26' R2)
29.25' R5
L3
N 89'34'32" E
14.00'
L4
N 00'25'28" W
5.00'
L5
N 00'25'28" W
132.22'
L6
N 4913'00" W
53.27'
L7
N 89'5422" E
323.34'
�
oo
�
(N89`54*30"E
323.34' R5
L8
N 79'40'12" E
3.36'
44
(N78'046947"E
(N79'*40'20"E
3.41' R2)
3.38' R5
L9
N 89'34'32" E
44.00'
L10
N 00'25'28" W
292.31'
-now
(NOO'027906"E
292.50' R3
L11
N 89'34'32" E
14.00'
L12
N 00.2528" W
5.00'
L13
N 00'25'28" W
1.21' IIIIIIIIIIIIIIIIII
FR/NGE ST
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
N 00025'28" W ALONG THE CENTERLINE OF
ELSWORTH STREET, AS SHOWN ON THE MAP
OF TRACT NO. 10895, RECORDED IN BOOK 120,
PAGES 27-34 OF MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY,
STATE OF CALIFORNIA.
REFERENCES:
(Rl)
(R2)
(R3)
(R4)
(RS)
(R6)
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N
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COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF
C> C7F , 2019.
DAVID L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488, EXP. 12-31-20
N 89'49'41 " W DRACAEA
(N 89'49'42" W R1)
(N 89'51955" W R4)
SEE DETAIL "A"
16
N 89"34'32"' E
... (N 89'3450" E R6)
ted' 14.00'
AVENUE
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. THE
PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY
CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL.
DAVID L. cMILLAN,COUNTY SURVEYOR
P.L.S. 8488
607.23'
(607.33' R6)-� r14
1317.65'
(1317.81 R1)
(1317.74' R4)
II�
RADIUS
..----- 593.23'-
Cl 10014110"
--- -- ---- -- -
5.04
593.23'
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DOC. NO. 2015.0018642, O.R.
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- TRACT NO. 10895
M.B. 120/27-34
RADIUS
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--- -- ---- -- -
5.04
593.23'
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(N 89'034"50" E R6)
- TRACT NO. 10895
M.B. 120/27-34
RADIUS
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Cl 10014110"
--- -- ---- -- -
5.04
593.23'
00*14slops
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321.58' R5
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N 893432�! E
13
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� L$ (N 89'54930" E R1) CourONWOOD
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� -j N'LY UNE OF INST. 41639
4 � � BOOK 1927, PAGE 550, O.R.
MONUMENT AND ESTABLISHMENT NOTES:
100' 0' 100' 200'
SCALE0
: 1" = 1Q0'
JN: 16897
Y
1 FOUND 1" IRON PIPE, LS 5346 PER CR 17-0395, FLUSH.
2 FOUND 1-1/4" IRON PIPE, LS 6935, FLUSH, PER TRACT NO. 29143, M.B. 334/80-84
3 FOUND 1" IRON PIPE, ILLEGIBLE TAG, DOWN 6", ACCEPTED AS 1" IRON PIPE, LS 3018,
PER TRACT NO. 21613, M.B. 192/84-89
D
FOUND 1-114" IRON PIPE, LS 5137, FLUSH, PER TRACT NO. 29143, M.B. 334180-84
5 FOUND 1-1/4" IRON PIPE, LS 5137, FLUSH, PER TRACT NO. 29143, M.B. 334/80-84
6 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE FROM POINT 5
PER RS 4111
7 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE FROM POINT 6
PER RS 41/1
g SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION PER TRACT NO.
10895, M.B. 120/27-34
g FOUND LEAD, TACK AND ILLEGIBLE TAG IN TOP OF CURB, ACCEPTED AS AN 11.77'
OFFSET TO THE SOU�'H LINE PARCEL 1 OF DOCUMENT NO. 2015-0018642, O.R.,
TURNED RECORD ANGLE PER SAID DOCUMENT.
1 p SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE AND ANGLE
PER DOCUMENT NO. 2015-0018642, O.R.
14
991.70'
w
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253.20' (253.22' R1)
1568.35'---
8 (11568.50' R 1)
CURVE DELTA
RADIUS
LENGTH
Cl 10014110"
1800.00'
321.58'
00*14slops
1800.00'
321.58' R5
C2 7.30'55"
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240.03'
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1830.00'
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253.20' (253.22' R1)
1568.35'---
8 (11568.50' R 1)
CURVE DELTA
RADIUS
LENGTH
Cl 10014110"
1800.00'
321.58'
00*14slops
1800.00'
321.58' R5
C2 7.30'55"
1830.00'
240.03'
C3 2'3943"
1830.00'
1 85.02'
Q
Z
4
11 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION.
12 FOUND LEAD, TACK AND TAG, LS 39220 IN TOP OF CURB, NO REFERENCE, ACCEPTED
AS AN 11.96' OFFSET TO THE NORTH LINE OF PARCEL 1 OF DOCUMENT NO. 2015-0018642
AND THE EAST RIGHT OF WAY LINE OF ELSWORTH STREET, HELD RECORD ANGLE.
13 ESTABLISHED 5.001, AND PARALLEL TO THE SIDE LINES OF PARCEL 1 OF DOCUMENT
NO. 2015-00186429 O.R., AS CALCULATED PER SAID DEED.
14 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION, SET NOTHING.
15 FOUND 1-114" IRON PIPE, LS 5137, FLUSH, PER TRACT NO. 29143s M.B. 317/78-82
16 FOUND 1-114" IRON PIPE, LS 5137, FLUSH, PER TRACT NO. 29143, M.B. 317178-82
17 FIRST AMERICAN TITLE INSURANCE COMPANIES TITLE SEARCH DID NOT DISCLOSE
A RIGHT OF WAY DEDICATION COVERING THE EASTERLY HALF OF ELSWORTH STREET,
THIS SURVEY HAS ESTABLISHED THE WEST PROPERTY LINE 44 FEET FROM THE
CENTERLINE OF ELSWORTH STREET AS CALLED FOR IN DOCUMENT NO. 2015-00186420 O.R.
RIV CO 19-054