rs146_038-0389
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-0°32`27.6"
IN THE CITY OF MORENO VALLEY COUNTY OF RIVERSIDE, CALIFORNIA
LATITUDE=33-58-55"N
LONGI iUDE=117-13-53" W
ELEVA TION= 1900' 1- j - - Tj ? V. Ec 01?..D 017 s tj
BEING A PORTION OF THE SOUTH 1/2 OF SECTION 19 TOWNSHIP 2 SOUTH RANGE 3 WEST S.B.M.
RICK ENGINEERING COMPANY DATE OCT 201
N
CONVERGENCE ANGLE
SCALE: 1"= 100'
100 0 100 200
COUNTY SURVEYOR'S. STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIOI�AL LAND SURVEYORS' ACT,
THIS _ ��?'_' DAY OF _--.��p.�cL----------. 2016.
R CHARD G. LANTIS OUNTY SURVEYOR � o
LS 7611 EXE. DATE 12-31-2016 c- No. 7611 7D
12,31-18
�Q
SURVEY NOTE
GROUND SURVEY WORK WAS CONDUCTED ON AUG. 19t2015
AND SGT. 5. 2015.
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO MAP PARCEL A flF LOT LINE
ADJUSTMENT 992lCERTIFICATE OF COMPLIANCE RECORDED
NOV 209 2007 AS INST. N0. 0705772 IN THE COUNTY OF
RIVERSIDE STATE OF CALIFORNIA, IN COMPLIANCE WITH
SECTION 8762 (B) (4) AND 8762 tBl(3) OF THE PROFESSIONAL
LAND SURVEYORS' ACT.
LEGEND � REFERENCES
FD 111 IP W/PP
"COUNTY SURVEYOR"
DN 1.8" PER PM 21/85
HELD AS POINT ON CL
FD 1/** IP W/TAG
1S 3365`1 DN 1.5'
NW CORNER PARCEL 3
PER PM 21/85
i
4.� //
SNF -
ESTABLISHED
/
/BY INTERSECTION
PER PM 21!85
i�
fI
0 INQICATES FOUND MONUMENT AS NQTEfl. R7 RECORD DATA PER PM 6676 PM 21/85
SNF INDICATES SEARCH NOTHING FOUND R2 RECORD DATA PER MB 135f35-49
RAD INDICATES RADIAL R3 RECORD DATA PER L07 LINE ADJUSTMENT
N0. 992 INST. N0. 0705772
t )INDICATES RECORD DATA REG. 11l20l2007
R4 RECORD DATA PER MB 153f56-62 a
BASIS OF BEARINGS
FD 1" IP WIPP � �2
THE BASIS OF BEARINGS FOR THIS 11 I "CO�1NTX SURVEYOR"
SURVEY IS THE CALIFORNIA STATE i DN 1.5 PER PM 21!85
PLANE COORDINATE SYSTEM,GGS83, � HELD AS BC OF �
ZONE 6,BASED LOCALLY ON CONTROL NDN -TANGENT CURVE � �n
STATIONS "PPBF ; `RTHS", AND "NEEP" I � N86.�Yt�„{y R�
NAD 83 (2007 EPOCH) AS SHOWN � FD 1" IP W/PP � �
HEREON. QUOTED BEARINGS AND � AND NAIL ILLEG. �
DISTANCES FROM REFERENCE MAPS
OR DEEDS ARE AS SHOWN PER THAT I FLUSH REFERENCE �
RECORD REFERENCE. ALL DISTANCES � � ' � �
SHOWN ARE GROUND DISTANCES �����'�ED AS W �
UNLESS SPECIFIED OTHERWISE. GRID � � PAINT ON CL Q FD 1" iP W/MAG � � C
DISTANCES MAY BE OBTAINED BY ! � 0� HEACOCK ST. NAIL NO REFERENCE � a, 4
BYLAIPLYING THE GROUND COMBINATION FACTOR IOFANCEi � NBg�`�p�� 1G4.76' c� HEACQCK STREET 1
0.999922699. CALCULATIONS ARE ' � HELD AS CL OF
y��OeK STREET` g Q• �3' EASTERLY �F
SEG
MADE AT NW COR, N.E. 114, S.E. 1l4 � � �Q 1" IP PP F f � � INTERSECTION /
LATITUDE=33' 58'55" N, '�-S 3018" c� FD 7" IP PP r
LONGITUDE= 117* 13'S3`NY, ' � FLUSH PERWItS 3018"FLUSHt�SING AN ELEVATIQN OF 19QQ`. } MB � 135!35-49 � v NO REFERENCE ' � >
0.5 FROM RW � ACCEPTED AS I m
SURVEYOR'S STATEMENT' �
INTERSECTION � PtiINT 4N SIQE
�, b LINE 4F ROAD �
THIS MAP CORRECTLY REPRESENTS A � �' f � AT THE SEG LINE J
SURVEY MADE BY ME OR UNDER MY t �� N887f'22'1�/ 61T5' f N$$�J��yy �„y2, a
DIRECTION IN CONFORMANCE WITH =
THE REQUIREMENTS OF THE � �Q quip PP 'tS 3Q18"
PROFESSIONAL LAND SURVEYORS` � FLUSH ACCEPTED AS
ACT, AT THE REQUEST OF THE 1 �
CITY OF MORENO VALLEY, I �3� INTERSECTION OF �
DATE NOVEMBER 2015. � 3aQ8"'{y � � CL AND SECTION LINE
PER MB 153/56-62
40000
FD 1" IP PP 'tS 3018" f ��
FLUSH HELD AS BC
n�/�?� � POINT ON CL FOR ,(
W I LL I QM ROHAL. L . S. 8805 � � � � � NON -TANGENT CURVE � {
EXPIRES 12-31-2016 I � �' ? c� PER MB 135/35-49
110*�
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SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
F 1 LFD
THIS DAY OF 20�-,
AT ;_7PM IN 64QK ►Nl0 RECORDS OF SURVEY,
AT PAGES ,AT THE REQUEST OF THE COUNTY
SURVEYOR. Q
N0. 1t)K9
FEE.
PETER ALDANA, ASSES R -COUNTY CLERK -RECORDER.
BY. _ , DEPUTY
FD 1" IP WfNAIL
NO REFERENCE ACCEPTED
AS NORTH LINE OF
DEED DESCRIPTION
2013-0164866 4f08f2013
(N88'4,Y57w 2ss.6r RI) -�
r2J6.57° Rtt
(N887039W 236.52 X43)
SNF
ESTABLISHED ON LINE
PARALLEL TO SOUTHERLY
SECTION LINE FROM MON
TO EAST PER PM 35/55
60.001
0
Z01
PARCEL A
LLA HOo 002
HEC ��/20/2007
It J 'Ltt
FDF 1 IP W/TAG S 3365
DN 1.6" PER PM 21/85
0.06" EAST OF LINE
- FD 1"" IP W/PP
'COUNTY SURVEYOR"DN 1,5'
\PER PM 21/85 HELD -AS BC
OF NON -TANGENT CURVE
W RAD
o X -ON° FD 1`11P PP
'tS 3018" -SEE DETAIL RA`
. FLUSH PER Q,
No, 8805 MB 135/35`49 V-1 cvc
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Exp. 't2 -3'f -'t6 � � '� � �I t�
100,
TA I BAR
% �, ,
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1/4 SEC CORNER � � Q7� � 30.00"
ESTABLISHED AT _to
Rcv
ECORD DISTANCE LO Q
PER MB 153/56-6
43
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BOB 136 ESTABLISHED AT 30
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�7 � 38 1 _ � 9 R31 r�84"'28 ��� '.. " ,.
R - 544 $ RX -FD 1 IP -PP' 1_S 301-8 FLUSH
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O O PD 1'" IP PP "I_S 3018" FLUSH ACCEPTED AS INTERSECTION
�� 5 f
PER PER MB 135/35-49 OF CL AND SECTION LINE
0,5" FROM RW INTERSECTION PER MB 153/56-62
L4 IM7.88 MACr1 fV Z
t �"' fLIU,34 "3)
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FD 1" IP PP "L S 30-18" D N a.3 23,E
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ACCEPTED AS POINT ON SECTION 88`43 28 ..37 C&C R2�
LINE PER RS 61/65 ED 1" IP PP `1_S 3018"FLUSH
FD 1" IP OPEN FLUSH NO REFERENCE ACCEPTED AS
POINT ON SIDE LINE OF ROAD
ACCEPTED AS POINT FD 11" IP PP `1_S 30181' '` AT THE SECTION LINE
ON CL PER MB 153/56-62 FLUSH PER MB 153/56!62
FD 1`1 IP OPEN DN O.2' FD 1" IP PP '1LS 3018" FLUSH
pH £360
[PRO X34/ 4
FD 1"'IP W/TAG 11_S 3365"`
DN 1.6` ACCEPTED AS CORNER
PER PM 21/85 HELD AS
NORTH LINE OF PARCEL A
PER LLA NO. -992, REC. 11-20-2007,
INST. NO, 0705772
LINE TABLE
NAME. DIRECTION LENGTH
L1 N85° 58" 56" W 59n99"
L2 N85058'56'" W 60.19'
L3 N 1*48" 38`" E 0.49'
L4 N880 11 '22 " W 42c,92"
( N88'0 43" 50" W 42.92' R4 3
L5 N88* 12' 44 " E 40.17'
(N88'0 441 32 "' W 40 * 18 " 134 )
CURVE TABLE
NAME DELTA RADIUS ARC
C1 0020'53 2504.04 15.18'
(0Q20"56"' 2500.00 15.22' R4)
(0020'56" 2500.00 15.22' R2)
C2 3* 58' 46" 2500.00 173,641
C3 8 * 11 ' 29" 2500e 00 357.42'
C4 4° 19' 39" 2500.00 188.82'
C5 5 ° 05' 59 " 800.00 71 s 21 "
( 5* 05" 57 "" 8001w 00 71 *201 R4)
ACCEPTED AS BC OF ntLu H3 rs�, rum i UN UL GARS STATION "PPB „
CURVE PER MB 153/56-62 4 � � � 9 47 FOR NON -TANGENT CURVE
HO �i�� l �35 -4�} PER MB 153156-62 N 2248986.853
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CORS STATION 11 RTNS11
N 2341715.546
€ 6227593.634
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FD 3/4"IP W/TAG
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ACCEPTED AS EAST
1/4 SECTION 19
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CORS STATION "MLFP"
N 22794689 000
w �
E 6237668.236
CMD
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FD
1 1C 2"IP W! DISC 'tS 18261"
DN 0.1' PER PM 21/85 AND
RS 11/74 ACCEPTED- AS
SECTION CORNER
1.5 BY (1600.W ,W p 9
29 (0
- 156.9.83" -.
FD
3/4 IP W/TAG 'RCE 26943"", 0
FLUSH NO REFERENCE ACCEPTED
AS
S.W. CORNER PARCEL 4 PER
PM
21/85 AND SECTION LINE`
PER PM 35/55
ACCEPTED AS BC OF ntLu H3 rs�, rum i UN UL GARS STATION "PPB „
CURVE PER MB 153/56-62 4 � � � 9 47 FOR NON -TANGENT CURVE
HO �i�� l �35 -4�} PER MB 153156-62 N 2248986.853
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