rs147_008NORTH
0 200' 400' 600' 800'
SCALE 1 "= 200'
MONUMENT NOTES
FOUND 3/4" I.P. PLUGGED LS 4075 IN LIEU OF 3/4" I.P. PLUGGED RCE
24176 PER PM 158/56-59. ACCEPTED AS THE NORTHWESTER CORNER
OF THE SOUTHERLY 10 ACRES OF LOT "D" OF MB 5/126. TOP BROKEN
RESET 1 to
I.P. PLUGGED LS 7070 FLUSH.
2 FOUND 1 " I.P. PLUGGED LS 3018 PER RS 82/52. FOUND DOWN 0.4'.
3 FOUND 1 " I.P. PLUGGED LS 3018 PER RS 82/52. FOUND DOWN 0.2'.
ALSO FOUND 3/4" I.P PLUGGED LS 4075 PER CR 04-486 0.09'
SOUTHERLY. UP 0.3'. (SEE DETAIL "A")
IN THE CITY COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF LOT "D" OF MAP BOOK 5 PAGE 126 RECORDS OF RIVERSIDE COUNTY
BEING IN OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 5 SOUTH, RANGE 8 EAST,
SAN BERNARDINO MERIDIAN.
FOMOTOR ENGINEERING LS 7070 FEBRUARY 2016
6 FOUND 3/4" I.P. PLUGGED LS 4075 PER CR 04-486. DOWN 0.1'.
FOUND 0.14' SOUTHERLY OF THE NORTHERLY RIGHT OF WAY OF AVENUE
49 ACCEPTED FOR THE EAST WEST POSITION OF THE SOUTHERLY
CORNERS OF THE PARCEL PER RS 82/52.
FOUND 1 1/2's COPPERWELD STAMPED RCE 31653 FLUSH PER MB
292/57-59. ACCEPTED FOR THE CENTERLINE OF LAS CRUCES STREET.
FOUND 0.21' SOUTHERLY OF THE INTERSECTION OF AVENUE 49 AND LAS
CRUCES STREET.
8 FOUND 13" I.P. PER RS 82/52. FOUND OPEN DOWN 0.3'. ACCEPTED AS
ONLINE OF THE SOUTHERLY LINE OF LOT "D" OF MB 5/126 AND AS
THE CENTERLINE OF AVENUE 49. SET TAG LS 7070.
FOUND 12' I.P. PLUGGED LS 3018 PER RS 82/52. FOUND DOWN 0.3'.
ACCEPTED AS ON THE RIGHT OF WAY OF HIGHWAY 111 0.30'
SOUTHEASTERLY OF THE INTERSECTION OF THE SOUTHERLY LINE OF LOT
"D" OF MB 5/126 AND SAID RIGHT OF WAY.
(2.61')M&R2 1" IRON PIPE
PLUGGED PLS
1 " IRON PIPE 3018 UP 0.1'
PLUGGED LS 0.09'
4075 PER CR
04-486 UP 0.3'
D ETAI L "A"
N.T.S.
N89040'25"W 1289.74' (N89.41'31 "W1289.83')R2, (S89'419459"E 1289.91')R3
749.96' (750.00')R2 ._..�_ 199.97' (200.00')R2 -4,
SEE DETAIL "A"
4 FOUND 1 11I.P.
PLUGGED LS 3018 PER
RS 82/52. FOUND
DOWN 0.8'.
81.54'
ACCEPTED
AS THE INTERSECTION OF THE
NORTHERLY LINE
THE S'LY 10
SET 1 to I.D. IRON PIPE WITH
ACRES OF
LOT "D" OF MB 5/126 AND
THE RIGHT OF WAY
OF HIGHWAY
2
111.
N
(N
INDICATES
If
5 FOUND 1
1/2" COPPERWELD STAMPED
LS 5174 FLUSH PER CR 11/239.
�-
000
ACCEPTED
AS THE SOUTHWEST CORNER
OF LOT "D" OF MB 5/126 AND THE
( )R3
INTERSECTION
OF FREDERICK STREET AND AVENUE 49.
PM
IN THE CITY COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF LOT "D" OF MAP BOOK 5 PAGE 126 RECORDS OF RIVERSIDE COUNTY
BEING IN OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 5 SOUTH, RANGE 8 EAST,
SAN BERNARDINO MERIDIAN.
FOMOTOR ENGINEERING LS 7070 FEBRUARY 2016
6 FOUND 3/4" I.P. PLUGGED LS 4075 PER CR 04-486. DOWN 0.1'.
FOUND 0.14' SOUTHERLY OF THE NORTHERLY RIGHT OF WAY OF AVENUE
49 ACCEPTED FOR THE EAST WEST POSITION OF THE SOUTHERLY
CORNERS OF THE PARCEL PER RS 82/52.
FOUND 1 1/2's COPPERWELD STAMPED RCE 31653 FLUSH PER MB
292/57-59. ACCEPTED FOR THE CENTERLINE OF LAS CRUCES STREET.
FOUND 0.21' SOUTHERLY OF THE INTERSECTION OF AVENUE 49 AND LAS
CRUCES STREET.
8 FOUND 13" I.P. PER RS 82/52. FOUND OPEN DOWN 0.3'. ACCEPTED AS
ONLINE OF THE SOUTHERLY LINE OF LOT "D" OF MB 5/126 AND AS
THE CENTERLINE OF AVENUE 49. SET TAG LS 7070.
FOUND 12' I.P. PLUGGED LS 3018 PER RS 82/52. FOUND DOWN 0.3'.
ACCEPTED AS ON THE RIGHT OF WAY OF HIGHWAY 111 0.30'
SOUTHEASTERLY OF THE INTERSECTION OF THE SOUTHERLY LINE OF LOT
"D" OF MB 5/126 AND SAID RIGHT OF WAY.
(2.61')M&R2 1" IRON PIPE
PLUGGED PLS
1 " IRON PIPE 3018 UP 0.1'
PLUGGED LS 0.09'
4075 PER CR
04-486 UP 0.3'
D ETAI L "A"
N.T.S.
N89040'25"W 1289.74' (N89.41'31 "W1289.83')R2, (S89'419459"E 1289.91')R3
749.96' (750.00')R2 ._..�_ 199.97' (200.00')R2 -4,
SEE DETAIL "A"
R
iW
I
1
SURVEYOR'S NOTES
•
INDICATES
FOUND MONUMENT
(2.61 P)M&R2 (2.61)M&R2i3�
NOTED.
81.54'
INDICATES
N LY LINE OF THE SLY 10 ACES
FOUND UNLESS OTHERWISE NOTED.
SET 1 to I.D. IRON PIPE WITH
PLUG
STAMPED LS 7070 FLUSH.
OF LOT "D" PER RS 82/52.
SEARCHED
2
(n
N
(N
INDICATES
If
PM
174/5-8.
N
Ix
�-
000
RECORD DATA PER
co
N
126
��P
��
( )R3
co
NN�u
RECORD DATA PER
PM
w
�
L0
N
�
w
00
FIELD SURVEY WORK PERFORMED
o
0
��
oo
0o
O 00
N
O
-
N
0
O
O
Zim
z
�
" PARCEL PER
-�
%.-#*
N
w
n
w
0 RS 82/52
M
00
w
�
I� O
o.,
c6
4-
N
¢
000
N cn
N
N
N
W
w
w
w
N
N
w
/T
N
w
'd'
O
0
�
0
O
b
z
Z
CO
z
R
iW
I
1
SURVEYOR'S NOTES
•
INDICATES
FOUND MONUMENT
AS
NOTED.
Q
INDICATES
SEARCHED, NOTHING
FOUND UNLESS OTHERWISE NOTED.
SET 1 to I.D. IRON PIPE WITH
PLUG
STAMPED LS 7070 FLUSH.
S.N.F.
SEARCHED
NOTHING FOUND.
(n
N
( )R1
INDICATES
RECORD DATA PER
PM
174/5-8.
( )R2
INDICATES
RECORD DATA PER
RS
82/52.
( )R3
INDICATES
RECORD DATA PER
PM
158/56-59.
NOTE
FIELD SURVEY WORK PERFORMED
FEBRUARY 07, 2016.
BASIS OF BEARINGS,
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
AVENUE 49, BEING N89.41'31 "W PER RS 82/52.
PURPOSE
MONUMENT DEED RECORDED AS INSTRUMENT 1989-231865 RECORDED
7/12/1989 RECORDS OF RIVERSIDE COUNTY.
339.819 (339.831)R2
80.00' 178.27
1001
0.14' 0.14' T
199.97 (200.00$)R2 NV81.5880.00'
6 N89'41 '31 "W 564.02'
LO
w
L J
n to
N89'41 31 "W 1313.81' BASIS OF " '
BEARING.(N89 41 31 W 1313.67 )R2, (S89 42 00 E 1313.69 )R1
1158.13' (1158.14")MB 292/57-59.
AVENUE 49
INST. 1989-231865
REC. 7/12/1989
SHEET 1 OF 1 SHEET �+
RECORDER'S STATEMENT
FILED THIS jt� DAY OF 20161 ATX.DLP.M. IN BOOK 11177 _
RECORDS OF SURVEY, AT PAGE �AT THE REQUEST OF THE COUNTY
SURVEYOR.
No.201-03438$3
FEE�I�.bfl
PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER
BY:I rqn JA J A DEPUTY
1%%ummsoolf 11
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF QUICK QUACK DEVELOPMENT LLC
IN JANUARY 2016.
PHILLIP K. FOMOTOR
LS NO. 7070
COUNTY SURVEYOR'S STATEMENT
/�� SAND
SSR\
v �1
PHILLIP K. FOMOTOR
No. 7070
\� OF
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS ACT THIS 3/ DAY OF /PGc/!T .2016.
RICHARD G. LANTI OUNTY SURVEYOR
LS 7611 EXPIRATION 12/31/16
WEST LINE OF THE PARCEL CONVEYED TO THE
STATE OF CALIFORNIA BY DEED RECORDED
APRIL 17, 1950 AS INST. NO. 1906 O.R.
k_AND SSR`\
v ;;1
UHARDL/AN
PX
ofcN\-\
N'LY LINE OF THE S'LY
-�10 ACES OF LOT "D"
PER RS 82/52.
XPQI
4 � NE'LY LINE OF LOT "D" 0A
c�'S �PER RS 82/52.
N89040125"W 154.23' 0,0S�
do
40
0a
INST. 87027 Lill�
REC. 8/29/1966 �
tp
T.P.O. B. PER INST
1989-23165, REC.
7/12/1989 O.R.
P.O.C. PER INST
91.68' 158.32' 1989-23165, REC. \
N89'3600"W 158.32 7/12/1989 O.R.
LO
155.68' N89036900"W 184.12'
0.21' 7 (155.55')MB 292/57-59. $ (S89"42t2l "E 184.27')R1
ru (N89-41 '2491W 184.35)R2 9
W
g
RIVCO 16-034
M �
T__c-
00,I-
' " /.
N
N N
N
W
CD
.
N
(n
N
o
z U
o
w
o
V)
o
z
0.14' 0.14' T
199.97 (200.00$)R2 NV81.5880.00'
6 N89'41 '31 "W 564.02'
LO
w
L J
n to
N89'41 31 "W 1313.81' BASIS OF " '
BEARING.(N89 41 31 W 1313.67 )R2, (S89 42 00 E 1313.69 )R1
1158.13' (1158.14")MB 292/57-59.
AVENUE 49
INST. 1989-231865
REC. 7/12/1989
SHEET 1 OF 1 SHEET �+
RECORDER'S STATEMENT
FILED THIS jt� DAY OF 20161 ATX.DLP.M. IN BOOK 11177 _
RECORDS OF SURVEY, AT PAGE �AT THE REQUEST OF THE COUNTY
SURVEYOR.
No.201-03438$3
FEE�I�.bfl
PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER
BY:I rqn JA J A DEPUTY
1%%ummsoolf 11
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF QUICK QUACK DEVELOPMENT LLC
IN JANUARY 2016.
PHILLIP K. FOMOTOR
LS NO. 7070
COUNTY SURVEYOR'S STATEMENT
/�� SAND
SSR\
v �1
PHILLIP K. FOMOTOR
No. 7070
\� OF
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS ACT THIS 3/ DAY OF /PGc/!T .2016.
RICHARD G. LANTI OUNTY SURVEYOR
LS 7611 EXPIRATION 12/31/16
WEST LINE OF THE PARCEL CONVEYED TO THE
STATE OF CALIFORNIA BY DEED RECORDED
APRIL 17, 1950 AS INST. NO. 1906 O.R.
k_AND SSR`\
v ;;1
UHARDL/AN
PX
ofcN\-\
N'LY LINE OF THE S'LY
-�10 ACES OF LOT "D"
PER RS 82/52.
XPQI
4 � NE'LY LINE OF LOT "D" 0A
c�'S �PER RS 82/52.
N89040125"W 154.23' 0,0S�
do
40
0a
INST. 87027 Lill�
REC. 8/29/1966 �
tp
T.P.O. B. PER INST
1989-23165, REC.
7/12/1989 O.R.
P.O.C. PER INST
91.68' 158.32' 1989-23165, REC. \
N89'3600"W 158.32 7/12/1989 O.R.
LO
155.68' N89036900"W 184.12'
0.21' 7 (155.55')MB 292/57-59. $ (S89"42t2l "E 184.27')R1
ru (N89-41 '2491W 184.35)R2 9
W
g
RIVCO 16-034