rs152_04016 I .rn 15
21 'S 22
w O
O N
N LO
I LOW
�p N
I
W.I
V)
N
z N l* I
4 o
a nLO
W Ln
m W w
ui O�
■ �� w/�
O w N � . a0
V- co T—
N to N C6
cn Ln O M N
N 0
Qoo v
m z
z
"I
I
I
I
I W
W
I �
F-
(
Icf)
I
0
I
i
I
t
I
\
I
Now
0
0' 200' 400' 600' 800'
IN THE CITY OF CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE WEST 1/2 OF SECTION 22
TOWNSHIP 6 SOUTH., RANGE 8 EAST, S.B.M.
CENTER
STREET
I5MSA CONSULTING, INC.
Lol
SCALE 1 "=200' "' :(v
co xco
(N 89'32'28" E 2638.92') R2 i 7
— — — — — — — — — — — N 89'33'20" E 2638.64"— — /--� � 1270.00'
;HURCH STREET—�
131880' --F---(1319.91$) 8
. R2
— — — — — — —
-(1319.011) R— —
(N 89-36'00" E 1319.05) R3 1
I f �
SEE DETAIL •C'
BELOW
CD
�I
W
tx
01
co
N N
W W N
LO� i
00
00
R.S. 91 /59 ZZ R.S. 113/69
- -i l
IT'
SW
w
co
SEE DETAIL •A• SEE DETAIL •B• I j
BELOW BELOW J
� (N 89'21'57" E 1320.04') R3 � \ (N 89'18903" E 1318.23) R2
— � — — — — — — —(1_319.97`) R} — — — — — — — —/ � � — �1318.011)
1317.97*
R1
57TH AVENUE—
1319.93-
w
N
`N N
to N
N LO
N
SFN-RESET
PER R 1
R.S. 131/6
4�lmmmw_*4�
27
1-
W
N 89-719'12"_ E_ _ 2637.9-0- -�---
(N 89-19'12 " E 2637.98') R 1 \ /
SFN-RESET
PER R1
EXISTING
CURB RAMP
W /
J
ry001,
a 0 j
/ g6
57TH AVENUE
DETAIL •A•
NOT TO SCALE
H
STING Lli
CURB 'RAMP W
IxH
� \ W
p 0.j
.08,E
57TH AVENUE \
DETAIL •B•
NOT TO SCALE
MARCH — 2019
MONUMENT NOTES
[]1 FD. 1" I.P. W/PLASTIC PLUG "RIVCO TRANS", FLUSH, IN LIEU OF
COPPERWELD STAMPED "RIVCO SURV", PER CORNER RECORD 2009-642,
ACCEPTED AS NW COR. SEC. 22.
F21 FD. COPPERWELD STAMPED "LS 8974", FLUSH, PER CORNER RECORD
2012-735, ACCEPTED AS C/L INT. CENTER STREET AND OLIVE STREET.
03 FD. 1" I.P. W/PLASTIC PLUG "RIVCO TRANS", FLUSH, PER CORNER
RECORD 2018-0307, ACCEPTED AS C/L INT. CHURCH STREET AND
POLK STREET.
F41 FD. COPPERWELD STAMPED IS 8974", FLUSH, PER CORNER RECORD
2012-734, ACCEPTED AS CN 1/16TH COR. SEC. 22.
F51 FD. 1"" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH, PER R.S. 131/669
ACCEPTED AS CTR. 1/4 COR. SEC. 22.
ff6] FD. 2X2 HUB W/TAG "RIVCO SURV", FLUSH, PER R.S. 131/669
ACCEPTED AS SW COR. SEC. 22.
0 SFN-POSITION FALLS ON TOP OF SEWER MANHOLE, NO EVIDENCE OF
PUNCH MARK PER R4. ESTABLISHED BY INTERSECTION THAT AGREES
WITH TIE DISTANCE PER R4. SET NOTHING.
F81 SET GEAR SPIKE & WASHER STAMPED "P.L.S. 4989", FLUSH, ON C/L
OLIVE STREET AT 10.00' OFFSET TO C/L INT. OLIVE STREET AND
CHURCH STREET.
SFN-SET
NOTHING
(49.83') IF R4
49.84
C26 19 9a41(v
if . A
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS �� DAY OF moll 20 1c� ,
AT �, X31 1p .M. IN BOOK 1 9- OF
RECORDS OF SURVEY, AT PAGE go AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. a6,q- o j 4a vjLa
FEE I Q. 0
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: ci DEPUTY
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 COACHELLA VALLEY UNIFIED
SCHOOL DISTRICT, IN OCTOBER OF 2018.
DATE: MON,/ Z
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS DAY
OF , 20
DAVID L. McMILLAN P.L.S. 8488
COUNTY SURVEYOR EXP 12/31/20
SURVEYOR'S NOTES
I L LAAfo
� CHARLES R. HARRIS p
per. �7
No. 4989
\�� OF
L A
���\�N �-• M M SGPT
n \� Ali �.c
a Q �
� No. 8488 �
Exp. 12/31/20
s'01
TF
OF CA\,�F
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF THE
WEST ONE-HALF OF SECTION 22, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.,
AS SHOWN ON RECORD OF SURVEY, ON FILE IN BOOK 131, AT PAGE 66, OF
RECORDS OF SURVEY.
TAKEN AS: N 00'05'21 " E
1270.00' ---
GHl1RCH STREET
INDICATES
INDICATES
FOUND MONUMENT AS NOTED.
cc
w
X
INDICATES
FOUND CHISELED "X" ON NORTHEAST SIDE OF IRRIGATION
RECORD DATA
J �
�
113/69.
Q'
INDICATES
STAND PIPE, PER T.B. 46/133. SEE DETAIL A .
GJ
�
ATS
INDICATES
SET 1 " I.P. "P.L.S. 4989" , FLUSH.
OF IRRIGATION STAND
❑
INDICATES
SET GEAR SPIKE & WASHER STAMPED "P.L.S. 4989", FLUSH.
CO. T.B. 46/133.
A
INDICATES
SET NAIL & TAG "PLS 4989 RP", FLUSH.
1270.00' ---
GHl1RCH STREET
(-)R1
INDICATES
RECORD DATA
PER
cc
w
131/66.
67
0,,..,
o0w
RECORD DATA
J �
�
113/69.
(-)R3
INDICATES
W
wSIDE
i
---- FD. CHISELED "X" ON
91/59.
(-)R4
OF IRRIGATION STAND
RECORD DATA
I
PIPE, PER T.B. 46/133
CO. T.B. 46/133.
I
INDICATES
W
IRRIGATION
>
SFN
STAND PIPE
J
NOTHING.
p
DETAIL
'Go
NOT TO SCALE
(-)R1
INDICATES
RECORD DATA
PER
R.S.
131/66.
(-)R2
INDICATES
RECORD DATA
PER
R.S.
113/69.
(-)R3
INDICATES
RECORD DATA
PER
R.S.
91/59.
(-)R4
INDICATES
RECORD DATA
PER
RIV.
CO. T.B. 46/133.
q
INDICATES
CENTERLINE.
SFN
INDICATES
SEARCHED FOUND
NOTHING.
GROUND SURVEY WORK WAS CONDUCTED ON NOVEMBER 5, 2018.
THE PURPOSE OF THIS SURVEY IS TO RE -SET THE SURVEY
MONUMENTS ON 57TH AVENUE THAT WERE DESTROYED BY
CONSTRUCTION AND RE-ESTABLISH THE NORTHEAST CORNER OF THE
SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22,
TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.
RIV* CO. 19-043
J.N. 2116