rs148_031`j
T
290
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
TRACT 86 AND TRACT 88 IN TOWNSHIP 7 SOUTH, RANGE 22 EAST,
SAN BERNARDINO MERIDIAN
THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA
PALS VERDE IRRIGATION DISTRICT
SURVEYOR'S TATEMENT.' SEPTEMBER 2016 MANUEL M. CORTEZ
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 THE METROPOLITAN WATER
DISTRICT OF SOUTHERN CALIFORNIA IN SEPTEMBER, 2016.
cs\
MANIJEL M. COR EZ, P.L.S. 6599 D(MATION DAZE
EXPIRES DECEMBER 31, 2017 't 12-31-17
`n�' LS 6599
�rF of CA``fo�
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY
OF FEE PROPERTY ACQUIRED BY THE METROPOLITAN WATER DISTRICT OF
SOUTHERN CALIFORNIA WITHIN THE PALO VERDE IRRIGATION DISTRICT. SAID
PROPERTY DESCRIBED AS PARCEL 9 OF PARCEL GG IN DEED RECORDED JULY
23, 2015, INSTRUMENT 2015-0326101, OFFICIAL RECORDS, RIVERSIDE COUNTY,
CALIFORNIA.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6, AS DETERMINED LOCALLY BY A LINE
BETWEEN STATIONS "PVID-10" AND "PVID_.09" SHOWN ON A MAP FILED
IN RECORD OF SURVEY BOOK 146, PAGES 92-97 IN THE OFFICE OF THE
COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N89° 17'54.32"E.
SURVEY NOTES:
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY
BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION
FACTOR OF 0.99995758 CALCULATED AT STATION "PVID-09" PER R1,
PVID-09:
LONGITUDE: 1140 37122.53660"
LATITUDE: 330 36109.59750"
CONVERGENCE ANGLE: 000 53138.78"
P.L.S. 6599
RECORDER'S STATEMENT.'
SHEET 1 OF 1 SHEETS
EXEMPT RECORDING REQUEST
PER GOVERNMENT CODE 27383
st
FILED THIS DAY OF—.Q'�� t 2017
AT M. IN BOOK- lq% OF RECORDS
OF SURVEY, AT PAGE , AT THE REQUEST
OF THE COUNTY SURVEYOR.
FEE: Q N0. 1-P
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
BY= - ,DEPUTY
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFE ZONAL LAND SURVEYORS' ACT THIS 14C DAY OF IiLG�' , 2017.
RICHARD G. LANT COUNTY SURVEYOR 4
P.L.S. 7611 M
CL. No. 7611
EXPIRES: DECEMBER 319 2018 * Exp. 12-31-18
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OF CA�-��
MAP REFERENCES:
RECORD DATA PER REFERENCE SHOWN BELOW:
t R1) RECORD DATA OR CALCULATED FROM RECORD DATA
PER RECORD OF SURVEY BOOK 146, PAGES 92-97,
RIVERSIDE COUNTY RECORDS,
C R2 ) RECORD DATA OR CALCULATED FROM RECORD DATA
PER RECORD OF SURVEY BOOK 133, PAGES 26-27,
RIVERSIDE COUNTY RECORDS,
C R3 J RECORD DATA OR CALCULATED FROM RECORD DATA
PER INDEPENDENT RESURVEY OF GLO PLAT FOR
TOWNSHIP 7 SOUTH, RANGE 22 EAST, SBM
DATED 5/10/1919.
BASIS OF BEARINGS N89' 17'54.32"E
PVID15836.272' (GRID&R1) ?5836.943' GROUND
'33s�o ,\ TRACT 84 � TRACT 85 AC1 248 ED TRACT 87
�3 �p� N89° 56'15"W 1314.61'
-oz��T�F \ �`� � ♦ 1320.56' '� 1N89° 03'52"W �
?�(1321.00 R2) .(N89024'52"W 2638.70R2)0000
/ � � C20 ch. R3J 119.91 ch. W37
i 139.95 ch. R33
1011
� I 1113 N1405411311W 1114
/� I � 2.2 7' N. T. S.
1244 � ` �I I SEARCHED FOR RECORD
/ MQNUMENT, FOtJND NOTHING,BY
i
BaUNDARYEMETHODRANT PER R3 �
N I
1 1113 y
ACCEPTED CN
MWD FEE PROPER
eto
TRACT 86
o,��� / J N � � PVID-1-150 �•1
� . m TRACT 88
f, -o
(01
I Q
Qo� I
o
CN I � RoS.B. ; 133/26-27zi
� I � I—ESTABLISHED BY SINGLE
PVID 09
CONVERGENCE ANGLE:
000 53'38.78"
AT PVID_09
60
MONUMENT NOTES:
. .vv %.w %11 / V .. Vi. / ....VV
(5270.66'R2) 09.85 ch. R3J
18TH AVENUE
SO 10 55'02 "E
7941.38' (TIE)
STREET RIGHT OF WAY 601
SHOWN OUT OF SCALE
FOR CLARITY (T YP.
PVID-09
FOUND 1/2" IRON PIPE WITH PLASTIC PLUG, STAMPED
1248 FOUND 1-1/2" IRON
PIPE WITH BRASS TAG STAMPED
"LS 5335", PER R1. 6" BELOW SURFACE.
"RCE 27943" PER
R2. ACCEPTED AS THE NORTHEAST
PVID-10
FOUND 3" IRON PIPE AND 3-1/2" U.S.G.L.O. B.C.M.,
CORNER OF TRACT
86, T7S, R22E, FLUSH WITH SURFACE.
STAMPED "T6S R22E S33 7 S34 / S4 / S3 T7S
1917" PER R1;: 12" ABOVE SURFACE.
1011
FOUND 3/4" SPIKE & WASHER , ILLEGIBLE, PER R2.
LEGEND:
ACCEPTED AS NORTHEAST CORNER TRACT 88, T7S9
R22E, 6" BELOW THE SURFACE.
•
FOUND MONUMENT AS NOTED IN
MONUMENT NOTES.
1016
FOUND PK NAIL AND WASHER STAMPED "RIV. CO.
A
HORIZONTAL CONTROL PER R1
SURVEYOR„ PER R2. ACCEPTED AS SOUTHEAST
CORNER OF TRACT 88, WS, R22E AND THE
0
SET 1-1/2” IRON PIPE WITH TAG
SOUTHEAST CORNER OF SECTION 12, T7S, R22E,
STAMPED "MWD LS 6599"
6" BELOW THE SURFACE.
BCM
BRASS CAP MONUMENT
1112 FOUND NAIL AND WASHER STAMPED "RIV. CO. SURVEYOR"
PER R2. ACCEPTED AS SOUTHWEST CORNER OF TRACT
869 T.7S., R22E., 2" BELOW THE SURFACE.
1113 FOUND 1-1/2" IRON PIPE AND BRASS CAP STAMPED "COR TR
86 LS 3967" PER R2 AND PVID TIE CARD 1 -1/2S -1W DATED
03/08/1976. ACCEPTED AS THE NORTHWEST CORNER OF
TRACT 86, T7S, R22E, 9" BELOW THE SURFACE,
1114 FOUND 1-1/2" IRON PIPE WITH BRASS TAG STAMPED
"RCE 27943" PER R2., FLUSH WITH SURFACE. NOT
ACCEPTED AS PROPERTY CORNER,
o 500 /000 1500
OEM= 1244 FOUND 1-1/2" IRON PIPE, NO TAG PER R2, 8" BELOW
THE SURFACE, NOT ACCEPTED AS PROPERTY CORNER.
SCA1.8a IN • 500'
ch. CHAINS
COR CORNER
LS LAND SURVEYOR
MWD METROPOLITAN WATER DISTRICT
N.T.S. NOT TO SCALE
PVID PALO VERDE IRRIGATION DISTRICT
R.S.B. RECORD OF SURVEY BOOK
TR TRACT
TYP TYPICAL.
USGLO UNITED STATES GENERAL LAND OFFICE
RIV• COs I6-142