rs153_046IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF LOTS 13,14 & 15 AS SHOWN BY MAP ON FILE IN
BOOK 4, PAGE 63 OF MAPS, RECORDS OF RIVERSIDE COUNTY, LYING
800' WITHINSECTION1, TOWNSHIP6SOUTH, RANGE7EASTS.B.M.
CHESTER F. RALSTON LS 5174
600'
SURVEYOR'S NOTES
BASIS OF BEARINGS IS THE CENTERLINE OF CALHOUN
STREET BEING N 00°15'14"W PER RS 127 / 55
INDICATES FOUND I" IP & TAG "PLS 7796", FLUSH,
PER RS 127 / 55, UNLESS OTHERWISE NOTED
400' O
INDICATES SEARCHED & FOUND NOTHING, SET
1 X 18 IRON PIPE TAGGED LS 5174", FLUSH
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INDICATES SET NAIL & TAG "LS 5174" IN CONCRETE DRIVEWAY
( )
INDICAi4FS RECORD DATA PER RS 127 / 55
200' ]
INDICATES RECORD DATA PER RS 5 /46
{ }
INDICA TES RECORD DA TA PER RS 14 / 69
(( ))
INDICA TES RECORD DA TA PER RS 117 / 54
ff ]]
INDICATES RECORD DATA PER MB 407 / 53-56
0' R & M
INDICATES RECORD AND MEASURED PER COUNTY SURVEYOR
TIE BOOK 35 / 78
FIELD SURVEY PERFORMED ON AUGUST 29 & 31, 2018 &
SEPTEMBER 3 & 5, 2019
I'I
SEPTEMBER 2018
SCALE: 1 " = 200'
SURVEYOR'S STATEMENT
NOTE:
In December 1901 S. H. Finley surveyed all of Section 1, Township 6 South, Range 7 East, S. B. M. as
shown in Book 4, Page 63 of Maps, records of Riverside County, and divided the section into 32 lots.
Then in 1903 the Government Land Office resurveyed the Township establishing official corners for
this section which differed from the section corners that Finley used in his survey. In 1904 Chas, F.
Saunders surveyed Lots 1, 2, 31 5, 6, 10, 13, 14, 18, 19, 21, 22, 25, 27 & 29. This survey was filed in
Book 5, Page 46 of Records of Survey in Riverside County. Saunders used the Government Land
Office official survey monuments as control for the streets. He then found many lot corners that were
established by Finley and accepted them as control for the Lots he surveyed. This then created lots
that were not proportional to the section as per the Government survey. This procedure has been
adopted by surveyors up to the present, although there are some lines of occupation that fit a
proportional breakdown of the Govt. survey. It is my opinion to honor the original lot corners (or
perpetuated corners) to determine the lots within this section. Please see MB 4/63, RS 5/46,
RS 77/49, RS 117/54 and PM 185/82-83 for additional clarity on this survey approach.
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RECORDER'S STATEMENT
SHEET 1 OF 1 SHEET
FILED THIS DAY OF OZFCA 2019,
AT Z �_ �M. IN BOOK !S3 RECORDS OF SURVEY,
AT PAGE__, AT THE REQUEST OF THE COUNTY SURVEYOR.
NO. 90A r 0-441? z.
FEE 4 q,0wl&
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PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
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 STEVE ANDERSON IN SEPTEMBER 2018.
CHESTER F. RALSTON LS 5174 (LICENSE EXPIRES 6/30/2021)
COUNTY SURVEYOR'S STATEMENT
_-j NO. 5174 �3
�$ EXP. 6-30-2021
9T�0� C
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE PR F SSIONAL LAND SURVEYORS' ACT �� LAND S
THIS DAY OF NOV , 2079. ��
-��► p� NO. 8488 �2
EXP. 12-31-2020
DAVID L. McMILLAN, COUNTY SURVEYOR
L.S. 8488 EXP. 12-31-20
SURVEY PURPOSE STATEMENT
'9�FOF Cp,L\FAQ`
DEPUTY
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FD. 2" I. P. & 2-1/2" BRASS DISK
THIS SURVEY WAS UNDERTAKEN TO ESTABLISH THE EAST CORNERS OF LS 5174, DN. 0.3' IN MONUMENT
LOTS 13, 14 & THE SOUTH CORNERS OF LOT 15 AS SHOWN BY MAP ON WELL, PER CR 11-0235
FILE IN BOOK 4, PAGE 63 OF MAPS, RECORDS OF RIVERSIDE COUNTY.
RS 1 ESTABLISHED BY PROPORTIONATE
MEASUREMENT PER RS 117154
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I FENCE IS 2.0' N'L Y OF
PROPERTY LINE
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LOT 16
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�► 1289.18' 1289.23'
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- - - - - -- - - - - - - ---- - -
�-- 1319.30' (1319.35) {1319.30} A VENUE 52 _
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A VENUE 51
A VENUE 50 _ T. 5 S_
- - - - - - - - - -
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FD. 2" X 2" & TACK, DN. 0.1; FITS t6 � t '
TIES PER CR 14-0092, ACCEPTED co co N
AS W. 1/4 CORNER SECTION 6,
T. 6 S., R. 8 E.
1326.65' ((1326.679) [1329.807 - _ - _ _ _ _
_1_� -- -- -
1319.31' (1319.35- - - -) {13- -19.30}
N 89050'26"W 2638.61' (N 89050136"W 2638.759 {2638.60}
FD. 1-1/2" COPPER WELD
DISC STAMPED "RCE 23551';
DN. 0.4 ; PER RS 127 / 55,
ACCEPTED AS S. E. COR. SEC. 1
RIV. CO. 19-063