rs149_008MONUMENT NOTES
F-1] FD. 1 " I.P. W/ SQUARE METAL PLUG, NO TAG, DN 0.9' IN MONUMENT WELL, PER M.B.
137/93-96, ACCEPTED AS NW COR. SEC. 34
F-2]FD. COPPERWELD STAMPED "RCE 25658", DN 0.1', PER M.B. 137/93-96, ACCEPTED AS NORTH
1/4 COR. SEC. 34
[_3� FD. 110 I.P. W/PLASTIC PLUG, IS 3291", UP 0.1', NO REF, ACCEPTED AS THE SE COR. OF
M.B. 250/25-27, USED TO RE-ESTABLISH THE CTR. 1/4 COR. SEC. 34
1-4] FD. 1 of
I.P. W/WASHER "USCE LA DIST", DN 0.7 IN MONUMENT WELL, NO REF, ACCEPTED AS
THE EAST 1/4 COR. SEC. 34
F5-] FD. 1 " I.P. W/PLASTIC PLUG, IS 6258", DN 0.5' IN MONUMENT WELL, PER CORNER RECORD
2006-0151, ACCEPTED AS THE SE COR. SEC. 34
F-6] FD. 1/2" REBAR W/TAG "RCE 8630", FLUSH, PER M.B. 122/8-9, ACCEPTED AS THE SOUTH
1/4 COR. SEC. 34
FD. 3 1/4" BRASS DISC STAMPED "BLM SC S33-34 T4S R5E 2007", UP 0.2', PER B.L.M.
PLAT DATED 06/26/2007, ACCEPTED AS THE SW COR. SEC. 34
F81 FD. 1" I.P. W/PLASTIC PLUG "RCE 9503", DN 1.0', PER M.B. 122/8-9, ACCEPTED AS THE NW
COR. OF THE SOUTH 1/2 OF THE SE 1/4 OF THE SE 1/4 OF THE SW 1/4 SEC. 34
F-91 FD. 1 Is
I.P. W/PLASTIC PLUG "RCE 9503", UP 0.31, PER M.B. 122/8-9, ACCEPTED AS THE NE
COR. LOT 9 OF M.B. 122/8-9
F101 FD. lot I.P. W/PLASTIC PLUG "RCE 9503", UP 0.2', PER M.B. 122/8-9, ACCEPTED AS THE
INTERSECTION OF THE SOUTH R/W LINE OF HWY 1 1 1 AND THE N -S 1/64 LINE
11 FD. lop I.P. W/PLASTIC PLUG "RCE 95032', UP 0.5', PER M.B. 122/8-9, ACCEPTED AS THE NE
COR. OF THE SOUTH 1/2 OF THE SE 1/4 OF THE SE 1/4 OF THE SW 1/4 SEC. 34
28
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SEC. 34
�— N 00'01 '41 " W 2641.411
(N 00°01 '28" W 2641.35') R2
34 (N 00°00'50" W 2641.39') R3
(N 00001'28" W 2641.27') R4
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N 89°48'00" E 2636.80' R2
N 89049'00" E 2636.77' R3
N 89"48'00" E 2636.55' R4
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IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE &STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE SOUTH HALF OF SECTION 34,
TOWNSHIP 4 SOUTH., RANGE 5 EAST, S.B.M.
I5MSA CONSULTING, INC. JUNE - 2017
PURPOSE OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE WEST 1/2 OF THE
SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTH 1/2 OF THE
SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE
SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 5 EAST, S.B.M.
MONUMENT NOTES CONT.
1 2 FD. 3/4" I.P. W TAG IS 5563", FLUSH PER R.S. 89 48-53 ACCEPTED AS THE
SOUTHWEST COR. WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 SEC. 34 - -
F131 FD. NAIL & TAG IS 4152", FLUSH IN ROCK, PER R.S. 66/91, ACCEPTED AS THE
NORTHWEST COR. OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4
SEC. 34
N 00037'23" E 2639.82'
(N 00°37'55" E 2639.63') R2
(N 00°37'44" E 2639.55') R4
N 1/4 COR.
SEC. 34
0
SFN—EST. C 1/4 COR.
SEC. 34 SEC. 34 SEC. 34
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SHEET 1 OF 1 SHEET b
RECORDER'S STATEMENT
FILED THIS A,8 Kfr*, DAY OF 20 / ;�
AT : Sv A m. IN BOOK OF
RECORDS OF SURVEY, AT PAGE g AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. Z.pl � - 0o*01 11-�
FEE la. as
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: � DEPUTY
SURVEYOR'S STATEMENT
�c�,oNs
THIS MAP CORRECTLY REPRESENTS A SURVEY NL FANOG
MADE BY ME OR UNDER MY DIRECTION IN�G�
CONFORMANCE WITH THE REQUIREMENTS OF a CHARLES R. HARRIS
THE PROFESSIONAL LAND SURVEYORS' ACT, AT
THE REQUEST OF HORIZON PACIFIC -RANCHO � No. 4989
COVE, L.L.C., IN JUNE OF 2017.
DATE:
141,10 3 SgrF
OF CAe
AL
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S
STATEMENT
THIS MAP HAS BEEN EXAMINED IN
b, •
ACCORDANCE WITH SECTION 8766 OF THE
M A
PROFESSIONAL LAND SURVEYORS' ACT, THIS
"�
DAY OF 6FP7'*
�,�� -13
'
_Q0
20
"4
DAVID -1- • 14041"JV P. L. S. �
y
COUNTY SURVEYOR
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF THE
NORTHWEST QUARTER (1/4) OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 5
EAST, S.B.M., AS SHOWN ON TRACT MAP NO. 19704-1, ON FILE IN BOOK
1371 AT PAGES 93 THROUGH 96, OF MAPS.
TAKEN AS: N 89'48'00" E
• INDICATES FOUND MONUMENT AS NOTED.
(-)R1 INDICATES RECORD DATA PER M.B. 122/8-9.
(-)R2 INDICATES RECORD DATA PER P.M. 82/13-15.
(-)R3 INDICATES RECORD DATA PER B.L.M. PLAT DATED 06/26/2007.
(-)R4 INDICATES RECORD DATA PER M.B. 137/93-96.
q INDICATES CENTERLINE.
SFN INDICATES SEARCHED FOUND NOTHING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
E -INT INDICATES ESTABLISHED BY INTERSECTION.
GROUND SURVEY WORK WAS CONDUCTED ON MAY 301 2017.
RIV. CO. 17-085
J.N. 2246