rs143_014-014IN THE UNINCORPORATED TERRITORY OF
RIVERSIDE COUNTY, STATE OF CALIFORNIA
RECO OF SURVE
SITUATED IN SECTION 1, TOWNSHIP 5 SOUTH, _ 13 _21
RANC'TE 15 EAST, SAN BERNARDINO MERIDIAN, 4 (1323Jff) ( RI)
RIVERSIDE COUNTY. BEING PARCELS 22 AND 25 FD 1-1/f /P
OF PARCEL MAP NO. 16129 BOOK 96, PAGES 76 - 80 9 T,���442T
RIVERSIDE COUNTY RECORDS CENTER SECTION 1
(RI)
RICK ENGINEKKRING COMPANY JAN, 2014
LEGEND
IP IRON PIPE
pm PARCEL MAP PARCEL 26
• FOUND MONUMENT AS SHOWN PM N0. 16129
O SET - Y4" IRON PIPE FLUSH TO GROUND WITH 96 PM 76 -80
PLASTIC CAP MARKED "LS. 7820
* (1/4) QUARTER CORNER AS NOTED
♦
SECTION CORNER AS NOTED
� GPS CONTROL STATION AS NOTED
COORDINATES PROVIDED BY COUNTY
(RI) RECORD INFORMATION PER BOOK 96 OF PARCEL
MAPS PAGE 76 -80, RIVERSIDE COUNTY RECORDS.
(R2) RECORD INFORMATION PER BOOK 2126, OF OFFICIAL
RECORDS, PAGE 595, RIVERSIDE COUNTY RECORDS.
(R3) RECORD INFORMATION PER CORNER RECORD,
DOCUMENT NUMBER 14 -0404, RIVERSIDE COUNTY
RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL
STATIONS "BEMT", "HNPS", AND "P511 " NAD83 (NSRS2007) AS SHOWN
HEREON (SEE DETAIL"A'). ALL BEARINGS SHOWN ON THIS MAP ARE GRID,
QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS
ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN
ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES,
MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A
COMBINATION FACTOR OF 0.9999542, CALCULATIONS ARE MADE
AT THE EAST QUARTER CORNER OF SECTION 1 SHOWN HEREON WITH
COORDINATES OF N2223253.515, E6831634.950, USING AN ELEVATION
OF 595 .30'. PARCEL 21
DETAIL"All PM NO. 1612 9
96 PM 76 -80
GPS CONTROL
CORS STATION
"SEAN"
N 2307789.8468
E 6637994.922
CENTER
SECTION i
N 2223249.326
E 6828968146 p
GPS CONTROL
ca4s srAnaN
HNPS"
N 2200103B172
E 6718610796
NITS. GPS cavrROc
G10RS STATION
'p571"
N 2261661.3f8
' E 6851775364
kit
tv �t
I > V rn
N8954'34E EASTi/ CORNER
AWESTOR AVE SECTION 1
N 2221253515
E 6831634950
FD " /,' IP
BENT Of NORTHERLY il
TOP FLUSH WITH GROUND
HELD BOTTOM OF BEND IN PIPE
POINT HELD DOWN 0.3'
TAGGED "LS 4420"
S 114 CORNER
SECTION 1(RI)
nlqpg W) rnn)
N8954'34"E 2646.8r
(N8730WE 2644639) (RI)
(NOV U ' VC - C =L.JJ' / (!Tr!
N8759TrE 265232'
aoi5 o�84U9
S 1 OF 1 SHEETI
FD H /f!P RECORDER'S STATEMENT
DOWN 0.3'
TAGGED 'K.S 4420"
EAST - CORNER FILED THIS �� DAY OF 5(111114f q 20 �_,
SECTION 1 AT ¢y! —R.M. IN BOOK 14 3 RECORDS OF SURVEY,
1 (RI) AT PAGE _L`L AT THE REQUEST OF THE COUNTY SURVEYOR.
No.aois- oo3$gaq
FEE a IO.oO
PETER ALDANA '• ASSESSOR - COUNTY CLERK - RECORDER
BY; �&A&A j, w 1 DEPUTY
COUNTY SURVEYORS STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS
AY OF ;T4 A 20
0
RICHARD G. LANTI COUNTY SURVEYOR
t ?°�
L. S. NO. 7611 EXP. 12 -31 -1
.RT M17PV(1R q qT A TPMlPNT
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 JAYME GARCIA IN JANUARY, 2014.
JOHN K. JEFFRIES '
L.S. NO. 7820
LIC. EXP. 12/31/15
UT TR Pn CF (1F qT TR ITPV
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT
THE PROPERTY CORNERS AS SHOWN HEREON, PURSUANT TO PLS
ACT SECTION 8762 (b)(2)(4).
NOTES
1. ROADWAY AND WATERLINE EASEMENTS SHOWN HEREON PLOTTED
PER BOOK 96 OF PARCEL MAPS PAGES 76 -80 (R 1). POLELINE
EASEMENT PLOTTED WITH RECORD WIDTH PER BOOK 2126 PAGE
595 OF OFFICIAL RECORDS (R2), AND CENTERED ON POLES
LOCATED BY FIELD SURVEY MARCH 2014.
2. THE COMBINED FACTOR OF 0.9999542 WAS COMPUTED BY
MULTIPLYING THE SEA LEVEL FACTOR OF 0.9999718 AND THE
SCALE FACTOR OF 0.9999824.
3. THE CONVERGANCE ANGLE AND SCALE FACTOR WERE OBTAINED
FROM NGS.
FD 1414" IP
X11
DOWN 10
t 4 (NW.5YZrE 2+651BO (RI)
6 NO TAG
12
N8876'46"E 2651bT
ACCEPTED AS
S'� /4CORNER
SET PER
SECTION 6
CONVERGANCE
ANGLE
(RI)
(RI) 200
100 0 200
400 600
FD %2" IP
(NOP2I'2M 2607.18') (RI)
DOWN 020'
NOf55'0?'W 26016.92'
. �
ACCEPTED AS
GRAPHIC SCALE
1
E V4 CORNER
SECTION 12 1211
RIVCO 14015
(RI)