rs142_075-075►.
I N THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, CAL
RECORD OF SURVEY
OASIS SLF
FD. 2 1 /2" 1 P
W/ 2 1 /2 " BRASS D I SK
STAMPED AS SHOWN
DN 19"
PER RS 110/43 -44
N= 2104009.892
E -661 1290. 003
'
USGLO 87. 53
1/4 COR
BEING A SURVEY OF THE NORTHEAST QUARTER OF
82ND AVENUE
TOWNSHIP 8 SOUTH, RANGE 9 EAST,
SAN BERNARDINO MERIDIAN IN
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w 8 6
RIVERSIDE COUNTY FLOOD
CONTROL
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AUGUST
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LA
R .S. 131 / 57-60
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W/ 2" BRASS DISK
N89' 44'33"E 2644. 02' (N89' 44'25"E 2644. 06' )
[ N89" 44' 18 "E
2644. 1 1 ' ]
84TH z AVENUE
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PROJECT
SITE
86TH AVENUE
VICINITY MAP
NO SCALE
I N THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, CAL
RECORD OF SURVEY
OASIS SLF
FD. 2 1 /2" 1 P
W/ 2 1 /2 " BRASS D I SK
STAMPED AS SHOWN
DN 19"
PER RS 110/43 -44
N= 2104009.892
E -661 1290. 003
'
USGLO 87. 53
1/4 COR
BEING A SURVEY OF THE NORTHEAST QUARTER OF
SECTION 31,
TOWNSHIP 8 SOUTH, RANGE 9 EAST,
SAN BERNARDINO MERIDIAN IN
THE COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA.
RIVERSIDE COUNTY FLOOD
CONTROL
AND WATER
CONSERVATION DISTRICT
AUGUST
2014
R .S. 131 / 57-60
W/ 2" BRASS DISK
N89' 44'33"E 2644. 02' (N89' 44'25"E 2644. 06' )
[ N89" 44' 18 "E
2644. 1 1 ' ]
STAMPED AS SHOWN
-30 1129 DN 12"
i PER RS 110/43 -44
c�
30/31 c
1922 c ) {S) - 65'
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D PARCEL B
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AT THE INTERSECTION OF 84TH AVE. AND LINCOLN ST.
FD 2" I P, W 12" BRASS DISK, STAMPED "T8S R9E. S29,
S30, S31, S32, 1996" DN. 12 ". PER RS 110/43-44
GPS CONTINOUSLY
OPERATING
REFERENCE GPS CONTINOUSLY
STATION "P491 " OPERATING REFERENCE
N= 2152729.433 STATION "CATC ""
E= 6568729. 8 12 59 N= 2182104.055
11.102' E- 6640806.461
A 9
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W/ 2 1 /2 " BRASS D I SK
STAKED AS SHOWN
DN 19"
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N=2104009.892
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E-6611290.003
N
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0LO
z 1/4 COR
30/31
1922
FD. 2 1/4" C. D. 0. T.
BRASS DISK
STAMPED AS SHOWN
UP 12"
IN ROCK MOUND
PER RS 110/43 - 44
N =2098710.907
E =6611285.866
CALIF.
T8S R9E
1990
\TRANSQ�
BASIS OF BEARINGS
NO SCALE
FD. 2" I P
W/ 2" BRASS DISK
STAMPED AS SHOWN
UP 5"
IN CONCRETE
PER RS 1 10/ 4 3- 4 4--- ,_,,,,,
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1/4
R8E I R9E
S36 S31
1996
SCALE 1" =300'
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{s) - 68'
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2556. 49'
R.S. 110 / 43 -44
PARCEL A
PARCEL I
I NS TR. No. 271383
REC. JUL I, 1998
OFFICIAL RECORDS
COUNTY OF R I V E R S I D E
( 2416. 28') c )
1 2416. 29' -
SET 2" IP
W/ 2" BRASS DISK
STAMPED AS SHOWN
FLUSH
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J
T8S R9E
C 1/4 S31
2014
0 • .�� fit♦
2556. 80'
31 32 (_2�:S�30 �000 0o
8S R9E
S29 1 S32 r
1996
FD. I " I P
W/ PLS 4989 PLUG
FLUSH
PER RS 131/57 -60
ACCEPTED AS
EAST 1/4 CORNER
OF SECTION 31
98. 97'
1 \ 2655.77' (2655.78')
N89 35' 1 8 "E 5072.06' (N89' 35' 1 1 "E 5072. 06' )
.. FD. 2 1/4" C. D. 0. T.
m N
r BRASS DISK
rn m STAMPED AS SHOWN CALIF.
N N UP 12" T8S R9E
IN ROCK MOUND 1/4 S31
PER RS 110/43 -44 A 1990 h o
N=2098710.907 ' of ��r
E=66 TRANSP
- ��------------------------------------------------ - - - - -- y-------------------------------------- - - - - - - --
N89" 52' 15 "W 2700.33' (N89' 52' 19 "W 2700. 32') ----��
NOT E: CAL/F
T8S R9E FD. 2 1/4" C. D. 0. T.
INDICATES R I V E R S I D E S 3 SS 32 BRASS D I S K
PARCEL A �, iggp o STAMPED AS SHOWN
COUNTY PARCELS. DN 12"
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. �� rRANSQOQ~ PER RS 1 10/43 -44
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F 0 R N I A S "EET ' °F ' S "EET
RECORDER'S STATEMENT
FILED TH I S __U��-�_DAY OF 20 AT
12•4116 _ P.M. IN BOOK__ RECORDS OF SURVEY, AT
PAGES __05 ,AT THE REQUEST OF THE COUNTY SURVEYOR.
N0. ?£2A_+_0q_`M2
FEE $_Q
LARRY W. WARD, ASSESSOR - COUNTY CLERK - RECORDER
BY: V DEPUTY
SURVEYOR'S NOTES:
I. MONUMENT FOUND AS NOTED
2. SET %4 '" 1 RON P I PE W I TH R. C. F. C. & W. C. D. BRASS
TAG, FLUSH, UNLESS OTHERWISE NOTED
3. RECORD DATA PER R. S. 1 10/43-44
4. RECORD DATA PER R. S. 13 1 /57 -60
5. VINEYARD ENCROACHMENT LIMITS
6. ALL SURVEY TIES ARE MEASURED RIGHT ANGLE FROM
PROPERTY LINE TO EXISTING GRAPE STAKES.
•
0
C
{s)
5. THE PARCEL SURVEYED IS NOT A LEGAL PARCEL AND DOES NOT
CONSTITUTE A LAND DIVISION UNDER THE SUBDIVISION MAP ACT OR
RIVERSIDE COUNTY ORDINANCE NO. 460 SECTION 2.2 J(3) AT THE
PRESENT TIME. ANY FURTHER SALE, LEASE OR FINANCING OF THE
PARCEL SURVEYED MAY REQUIRE LAND DIVISION APPROVAL.
6. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM OF ZONE 6, NAD 83, EPOCH 2011.0,
BASED LOCALLY ON "CATC" AND "P491" AS SHOWN HEREON. ALL
BEARINGS AND DISTANCES SHOWN ARE GRID. QUOTED BEARINGS AND
DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN ON THAT
RECORD REFERENCE. GROUND DISTANCES MAY BE OBTAINED BY DIVIDING
THE GRID DISTANCE BY A COMBINATION FACTOR OF 0.999964494,
CALCULATED AT A MEAN LATITUDE OF N33 0 26'00 "AND A MEAN
NAVD 88 ELEVATION OF - 81.00`.
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 RIVERSIDE
COUNTY WASTE MANAGEMENT DEPAR M NT ON BEHALF THE COUNTY
OF RIVERSID IN JULY 2014.
•
WARREN D. W I LL ' I AMS, CH I EF ENG I NEER, R. C. E. 32336D. W I LL I AMS, CH I EF ENG I NEER, R. C. E. 32336 DAT
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 NO. 460. THE PARCEL (S) SHOWN ON THIS SURVEY
MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A
BUILD BLE PARCEL(S).
RICHARD G. LAN S, COUNTY SURVEYOR
P. L. S. 761 1 , EXP. 1 2 -31 - 1 4
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS
DAY O 20 Lf .
RICHARD G. 141flflS, COUNTY SURVEYOR
P. L. S. 761 1, EXP. 12-3 1- 1 4
R I V. CO. 14 - 086
R. C. F. C. DWG. NO. 99 -0021 SH. I OF