rs152_051ZN0
V)
a
DATA
how
0
N� C
LENGTH
W�
J
VIZ
J
�a0
� Q
IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF THE NORTHWEST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER
OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER
WITHIN SECTION 2, TOWNSHIP 5 SOUTH., RANGE 5 EAST., S.B.M.
IDMSA CONSULTING, INC. DECEMBER - 2018
o • �'
� '' > ESTAB. AT INT -X OF E -W LINE MONUMENT NOTES
um o Q AND PROLONGATION OF FD. MONS. FRANK SINATRA DRIVE
-3:: w � O FROM SOUTH - SET NOTHING
(N 89'S2'21" E 2650.95') �R1 ❑1 FD. 1'� I.P. W/TAG 'SLS 6258", DN 0.4' IN MONUMENT
� (N 89'52'00" E 2034.10') R2 N 89"54"24"W 2650.90 N 1/4 COR. (_30.00') R2
(2033.94') � R1 SEC. 2 (30.00') � R1 WELL, PER R1 & R2, ACCEPTED AS C/L INT. DAVALL ROAD
2033.89 30.02 AND FRANK SINATRA DRIVE.
08.40' 1325.49'
(708.47') R1 1325.47' Rt � 2
� x(708.53') R2 �� • • 1325.57'3 R2 �` � �� 3 F2 -]FD. 2" I.P. W/WELDTAC, NO ID, DN 0�', PER CORNER
si�.o� SEE DETAIL B
,�:rn RECORD 2014-80, ACCEPTED ASN 1/4 COR. SEC. 2.
�o (s».o�') R� � � BELOW ,r-. U-) Lo
� ���
tO M R,S, 1 �� � � � � � �3 FD. MAG NAIL &WASHER, ILLEGIBLE, FLUSH, PER CORNER
(N 89050'01" E 1322.57') R2 � ,- RECORD 2006-148, ACCEPTED AS C/L INT. FRANK SINATRA
ESP PER R1 4 �"" 5 � (1322.52') R1 � �G `�" DRIVE AND SERVICE ROAD.
� (425.10') � R2 � 1322.56 (897.47') � R2 (�
424.88 \ 897.68
1323.02'/ 330.64' X30.64' 330.64' 330.64' F41 FD. NAIL &TAG "LS 4075', FLUSH IN CONCRETE, PER R2.
(1323.09') R1 �� J� 4 ��`� \ \ � ESP PER R1 ACCEPTED AS POINT ON 1/16TH LINE, SEE DETAIL "An.
N46'18018"E R N 89'S6'40." W 2645.53
(N 89'50'14" E 2645.61') R1 \\ ❑5 FD. 3/4" I.P. W/PLASTIC PLUG "LS 4075", DN 0.3', PER
• • � � R2, ACCEPTED AS POINT ON WHITEWATER CHANNEL R/W,
SEE DETAIL A 0.20'
AT RIGHT °`` 's' � � � SEE DETAIL "e"
�� � �'�`��• � C.V.WD.�FlELD SURVEYS �6
N
04 0j 04
L=0.27'5 irr,; !y DWG. NO. 1500-14 \� MM O6 FD. DETERIORATED 3/4" I.P. OPEN, NO ID, DN 0.62, PER
I�Kv �J► DATED 07/23/1968 � R1, NOT ACCEPTED AS SW COR. PARCEL 1 OF R1, SEE
►�`
tx DETAIL •A• DETAIL •B• �I DETAIL "c".
NOT TO SCALE NOT TO SCALE �o � \\ I \1 F71 FD. 3" I.P. W/TAG "LS 4152", DN 0.5% PER R1, ACCEPTED
COR. PARCEL 1 OF R1.
C) %
�8 FD. 1/2" I.P. OPEN, NO ID, DN 1.0', NO REFERENCE. NOT
w P . Mo 199/83-85 � � � �� � � ACCEPTED AS SW COR.„ NE 1/4 SW 1/4 SE 1/4 NW 1/4
� 1 � :�-• SEC. 2, SEE DETAIL "D".
ci
N to N co d'i. M O)
6� (6 V) �� 6 � o N nom, 1' � �l N w ^�� F91 FD. COPPERWELD STAMPED "LS 5479", FLUSH, PER R1.
N N N M °' , Z:) M I N M N N^ ACCEPTED AS WEST 1/4 COR. SEC. 2.
� w � 0.26 Z � ESMT. I FAVOR OF CVWD FOR � � co �
� STORMWATER PURPOSES PER � � � � � F101 FD. COPPERWELD STAMPED "LS 6298", FLUSH, PER
�!� � i�!� DETAIL �Ci� N 89'51 ' 14" E 1321.16' R 1 � BOOK 509 PAGES 222-223 � N o o �
�n�� ��-M � � � REC. 05/05/1941, O.R. NN CORNER RECORD 2004-599, ACCEPTED AS SW COR. SE
d,o � �a,o � � NOT TO SCALE (N 89'54'30" W 816.96') R4 N 89' S"44" W 1321.21' � 1 00� 1 4 NW 1 4.
o in-� o 0 0� (N 89-51'03'- W 816.79') R2 1 0 0 / /
0o CC-,- 000' 816.74' � 00
z z M � Z Z z \ / 330.30' 486.44 504.46' � ZZ F111 FD. 3/4" I.P. W/PLASTIC PLUG "LS 4152", DN 2.0', PER
6 I N72'23'00"E R 7
v PRE -1972 DEED TO C.V.W.D. oo R3, ACCEPTED AS INT -X WHITEWATER CHANNEL R/W AND
�,- � � � INST. N0. 20718 1 �
NE 1/4 SW 1/4 S'LY LINE SE 1/4 NW 1/4.
• • I SE 1 4 NW 1 4 REC. 03/06/1962, O.R. �o
�^� SEE DETAIL C � �
C0 00 °i°0° ABOVE I PRE -1972 DEED �� .
000d� � rn BK 644 PG 234 � F121 FD. COPPERWELD STAMPED ILLEGIBLE FLUSH PER CORNER
M co �o n N t 2 SE 1/4 ,� °M�. "o�v RECORD 2014-80, ACCEPTED ASS 1/4 COR. SEC. 2.
,:,�,:�•- REC. 09/27/19449 O.R. N �
� �' SE 1/4 NW 1/4 ` N �rn�
M M PRE -1972 DEED
15' ESMT. FOR ROAD PURPOSES AS � W'LY UNE INST. N0. 20718 BK 644 PG 234 '� Lu PSAP PSAP (PALM SPRINGS AIRPORT)
SHOWN IN BK 644 PG 234, REG � REC. 03/06/1962, O.R. REC. 09/27/1944, O.R.
� �„� �'-' M N= 2,241,807.947
09/27/1944. O.R. 15' � � o�`n E= 6,487,561.344
� N83'4552"E R �_ ,�, M NAD83 CA ZONE 6
/ I \ o o: 46• EPOCH DATE 2011.0
330.13' � N 89'556 5 W 1320.54 �` 433.75 , Z cl Z o ?yc 884 821 324 b �
8
1 "(cpio�
o 11
2
1
`�NORTH 1 /4 COR.
0 W
� o. � 5' � Q _ SEE DETAIL •D• N � �� �i
SEC. 2
ZO � o ,J coAT LEFT � 00`-� OR UJ o N= 2,224,752.769
�
� '� 1 C 1 /4 COR. SEC. 2 N o � E= 695059683.298
� M 8 W M o� POSITION FALLS WITHIN PRIVATE M n1
0o GOLF COURSE ESTAB. 8Y INT -X �
FW.. DETAIL 'D• J � N GPS CONTROL DIAGRAM � 0 9
.�... OF N -S SEC. LINE AND o U-) S
W NOT TO SCALE W o PROLONGATION OF FD. MONS. NTS o � R �Y R�' O
W 1/4 COR. a Y FROM WEST -SET NOTHING o � S� SR .n
SEC. 2 (329.96') �R3 � z � ����� BF
329.97 329.97 329.97 329.97 SOUTH 1 /4 COR. ��?s 4��ti
1320.84 915.30 404.56'
(1320.90') R1 �O (915.60') R3 1319.86' 11 (403.84') R3 SEC. 2 12 �c� CS
(1320.88' R3 1319.81') R1 r> N= 2,219,359.215 i)
N 89'54"47" W 2640.71 9 (N 89'52 15 E 1319.81') R2 It E= 6,505,666.217 X63
MIRAGE COVE DRIVE N 89'52'15" E 2640.71') R1 (1319.83') R3 ^�
�N S ) 4'
99� GR/D
(FORMALLY 39TH AVE) " 89.52', 5" E 2640.71 �� R3 � r* -.88 w
P.M. 153/56-57 �N (OTD COLLEGE OF THE DESERT
0' 150' 300' 450' 600' N= 2,2109180.266
E= 6,520,051.946
S 1/4 COR. 12 NAD83 CA ZONE 6
SCALE 1 "=150' SEC. 2 EPOCH DATE 2011.0
1961911 60wlt, q ca
OF- i a i &,)a v
SHE 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS _� DAY OF -:Mine, 20 19
AT �Q�9 .M. 9 IN BOOK OF
RECORDS OF SURVEY, AT PAGE �� j AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. �Olq-D0qgI6yLo
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY 'e,�,_
MADE BY ME OR UNDER MY DIRECTION IN O� � u� SG
CONFORMANCE WITH THE REQUIREMENTS OF �� SQL
THE PROFESSIONAL LAND SURVEYORS' ACT,
THE REQUEST OF CIELO DORADO, LLC, IN a CHARLES R. HARRIS p
DECEMBER OF 2018.
No. 4989
DATE: 0n e Z
OF CA��FO
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S STATEMENT \�NP� LqN� SG
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE �v� �-• MC�1j
WITH SECTION 8766 OF THE PROFESSIONAL t �l� '�
LAND SURVEYORS ACT, THIS /�k DAYcl- � �Z ;0of ::5U A) r20 any . � No. $4ss
Exp. 12/31/20
dOo
DAVID L. McMILLAN P.L.S. 8488 F 0F CAS-���
COUNTY SURVEYOR EXP 12/31/20
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE
SYSTEM, ZONE 6, NAD 83. (EPOCH 2011.0). BETWEEN CONTINUOUS
OPERATING REFERENCE STATIONS (CORS) (OTD AND PSAP.
TAKEN AS: N 45'4612.63" W
BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES,
MULTIPLY GROUND DISTANCES BY 0.999975921. THE CONVERGENCE ANGLE
OF GRID NORTH IS -906'04" AT THE NORTH 1/4 CORNER OF SECTION 2,
USING AN ELEVATION OF 261.90'
0 INDICATES FOUND MONUMENT AS NOTED.
Q INDICATES SET 1" I.P. W/PLASTIC PLUG "P.L.S. 498991, FLUSH.
(-)R1 INDICATES RECORD DATA PER P.M. 199/83-85.
(-)R2 INDICATES RECORD DATA PER R.S. 117/45.
(-)R3 INDICATES RECORD DATA PER P.M. 153/56-57.
(-)R4 INDICATES RECORD DATA PER C.V.W.D. FIELD SURVEY DWG. N0.
1500-14 DATED 07/23/1968.
� INDICATES CENTERLINE.
(R) INDICATES RADIAL BEARING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
SFN INDICATES SEARCHED FOUND NOTHING.
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED ON DECEMBER 15TH, 2018.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY
OF THE PROPERTY DESCRIBED IN BOOK 644 PAGE 234, REC.
09/27/1944, OFFICIAL RECORDS OF SAID COUNTY, EXCLUDING
THAT PORTION CONVEYED TO C.V.W.D. IN INST. N0. 20718, REC.
03/06/1962, OFFICIAL RECORDS OF SAID COUNTY.
RIV. CO. 19-007 J*N* 2494
CURVE
DATA
N0.
DELTA
RADIUS
LENGTH
C 1
01'27908"
1700.00'
43.09'
01'23'34"
1700.00'
41.32')R
C2
11022'52"
1700.00'
337.68'
11'22'27"
1700.00'
337_.48))R
C3
12'09959"
1700.00'
360.98'
(12-14'22 t
1700.00'
363.15' R 1
12.07'41 of
1700.00'
359.85-)R4
C4
13'54943"
1700.0091
412.78'
IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF THE NORTHWEST QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER
OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER
WITHIN SECTION 2, TOWNSHIP 5 SOUTH., RANGE 5 EAST., S.B.M.
IDMSA CONSULTING, INC. DECEMBER - 2018
o • �'
� '' > ESTAB. AT INT -X OF E -W LINE MONUMENT NOTES
um o Q AND PROLONGATION OF FD. MONS. FRANK SINATRA DRIVE
-3:: w � O FROM SOUTH - SET NOTHING
(N 89'S2'21" E 2650.95') �R1 ❑1 FD. 1'� I.P. W/TAG 'SLS 6258", DN 0.4' IN MONUMENT
� (N 89'52'00" E 2034.10') R2 N 89"54"24"W 2650.90 N 1/4 COR. (_30.00') R2
(2033.94') � R1 SEC. 2 (30.00') � R1 WELL, PER R1 & R2, ACCEPTED AS C/L INT. DAVALL ROAD
2033.89 30.02 AND FRANK SINATRA DRIVE.
08.40' 1325.49'
(708.47') R1 1325.47' Rt � 2
� x(708.53') R2 �� • • 1325.57'3 R2 �` � �� 3 F2 -]FD. 2" I.P. W/WELDTAC, NO ID, DN 0�', PER CORNER
si�.o� SEE DETAIL B
,�:rn RECORD 2014-80, ACCEPTED ASN 1/4 COR. SEC. 2.
�o (s».o�') R� � � BELOW ,r-. U-) Lo
� ���
tO M R,S, 1 �� � � � � � �3 FD. MAG NAIL &WASHER, ILLEGIBLE, FLUSH, PER CORNER
(N 89050'01" E 1322.57') R2 � ,- RECORD 2006-148, ACCEPTED AS C/L INT. FRANK SINATRA
ESP PER R1 4 �"" 5 � (1322.52') R1 � �G `�" DRIVE AND SERVICE ROAD.
� (425.10') � R2 � 1322.56 (897.47') � R2 (�
424.88 \ 897.68
1323.02'/ 330.64' X30.64' 330.64' 330.64' F41 FD. NAIL &TAG "LS 4075', FLUSH IN CONCRETE, PER R2.
(1323.09') R1 �� J� 4 ��`� \ \ � ESP PER R1 ACCEPTED AS POINT ON 1/16TH LINE, SEE DETAIL "An.
N46'18018"E R N 89'S6'40." W 2645.53
(N 89'50'14" E 2645.61') R1 \\ ❑5 FD. 3/4" I.P. W/PLASTIC PLUG "LS 4075", DN 0.3', PER
• • � � R2, ACCEPTED AS POINT ON WHITEWATER CHANNEL R/W,
SEE DETAIL A 0.20'
AT RIGHT °`` 's' � � � SEE DETAIL "e"
�� � �'�`��• � C.V.WD.�FlELD SURVEYS �6
N
04 0j 04
L=0.27'5 irr,; !y DWG. NO. 1500-14 \� MM O6 FD. DETERIORATED 3/4" I.P. OPEN, NO ID, DN 0.62, PER
I�Kv �J► DATED 07/23/1968 � R1, NOT ACCEPTED AS SW COR. PARCEL 1 OF R1, SEE
►�`
tx DETAIL •A• DETAIL •B• �I DETAIL "c".
NOT TO SCALE NOT TO SCALE �o � \\ I \1 F71 FD. 3" I.P. W/TAG "LS 4152", DN 0.5% PER R1, ACCEPTED
COR. PARCEL 1 OF R1.
C) %
�8 FD. 1/2" I.P. OPEN, NO ID, DN 1.0', NO REFERENCE. NOT
w P . Mo 199/83-85 � � � �� � � ACCEPTED AS SW COR.„ NE 1/4 SW 1/4 SE 1/4 NW 1/4
� 1 � :�-• SEC. 2, SEE DETAIL "D".
ci
N to N co d'i. M O)
6� (6 V) �� 6 � o N nom, 1' � �l N w ^�� F91 FD. COPPERWELD STAMPED "LS 5479", FLUSH, PER R1.
N N N M °' , Z:) M I N M N N^ ACCEPTED AS WEST 1/4 COR. SEC. 2.
� w � 0.26 Z � ESMT. I FAVOR OF CVWD FOR � � co �
� STORMWATER PURPOSES PER � � � � � F101 FD. COPPERWELD STAMPED "LS 6298", FLUSH, PER
�!� � i�!� DETAIL �Ci� N 89'51 ' 14" E 1321.16' R 1 � BOOK 509 PAGES 222-223 � N o o �
�n�� ��-M � � � REC. 05/05/1941, O.R. NN CORNER RECORD 2004-599, ACCEPTED AS SW COR. SE
d,o � �a,o � � NOT TO SCALE (N 89'54'30" W 816.96') R4 N 89' S"44" W 1321.21' � 1 00� 1 4 NW 1 4.
o in-� o 0 0� (N 89-51'03'- W 816.79') R2 1 0 0 / /
0o CC-,- 000' 816.74' � 00
z z M � Z Z z \ / 330.30' 486.44 504.46' � ZZ F111 FD. 3/4" I.P. W/PLASTIC PLUG "LS 4152", DN 2.0', PER
6 I N72'23'00"E R 7
v PRE -1972 DEED TO C.V.W.D. oo R3, ACCEPTED AS INT -X WHITEWATER CHANNEL R/W AND
�,- � � � INST. N0. 20718 1 �
NE 1/4 SW 1/4 S'LY LINE SE 1/4 NW 1/4.
• • I SE 1 4 NW 1 4 REC. 03/06/1962, O.R. �o
�^� SEE DETAIL C � �
C0 00 °i°0° ABOVE I PRE -1972 DEED �� .
000d� � rn BK 644 PG 234 � F121 FD. COPPERWELD STAMPED ILLEGIBLE FLUSH PER CORNER
M co �o n N t 2 SE 1/4 ,� °M�. "o�v RECORD 2014-80, ACCEPTED ASS 1/4 COR. SEC. 2.
,:,�,:�•- REC. 09/27/19449 O.R. N �
� �' SE 1/4 NW 1/4 ` N �rn�
M M PRE -1972 DEED
15' ESMT. FOR ROAD PURPOSES AS � W'LY UNE INST. N0. 20718 BK 644 PG 234 '� Lu PSAP PSAP (PALM SPRINGS AIRPORT)
SHOWN IN BK 644 PG 234, REG � REC. 03/06/1962, O.R. REC. 09/27/1944, O.R.
� �„� �'-' M N= 2,241,807.947
09/27/1944. O.R. 15' � � o�`n E= 6,487,561.344
� N83'4552"E R �_ ,�, M NAD83 CA ZONE 6
/ I \ o o: 46• EPOCH DATE 2011.0
330.13' � N 89'556 5 W 1320.54 �` 433.75 , Z cl Z o ?yc 884 821 324 b �
8
1 "(cpio�
o 11
2
1
`�NORTH 1 /4 COR.
0 W
� o. � 5' � Q _ SEE DETAIL •D• N � �� �i
SEC. 2
ZO � o ,J coAT LEFT � 00`-� OR UJ o N= 2,224,752.769
�
� '� 1 C 1 /4 COR. SEC. 2 N o � E= 695059683.298
� M 8 W M o� POSITION FALLS WITHIN PRIVATE M n1
0o GOLF COURSE ESTAB. 8Y INT -X �
FW.. DETAIL 'D• J � N GPS CONTROL DIAGRAM � 0 9
.�... OF N -S SEC. LINE AND o U-) S
W NOT TO SCALE W o PROLONGATION OF FD. MONS. NTS o � R �Y R�' O
W 1/4 COR. a Y FROM WEST -SET NOTHING o � S� SR .n
SEC. 2 (329.96') �R3 � z � ����� BF
329.97 329.97 329.97 329.97 SOUTH 1 /4 COR. ��?s 4��ti
1320.84 915.30 404.56'
(1320.90') R1 �O (915.60') R3 1319.86' 11 (403.84') R3 SEC. 2 12 �c� CS
(1320.88' R3 1319.81') R1 r> N= 2,219,359.215 i)
N 89'54"47" W 2640.71 9 (N 89'52 15 E 1319.81') R2 It E= 6,505,666.217 X63
MIRAGE COVE DRIVE N 89'52'15" E 2640.71') R1 (1319.83') R3 ^�
�N S ) 4'
99� GR/D
(FORMALLY 39TH AVE) " 89.52', 5" E 2640.71 �� R3 � r* -.88 w
P.M. 153/56-57 �N (OTD COLLEGE OF THE DESERT
0' 150' 300' 450' 600' N= 2,2109180.266
E= 6,520,051.946
S 1/4 COR. 12 NAD83 CA ZONE 6
SCALE 1 "=150' SEC. 2 EPOCH DATE 2011.0
1961911 60wlt, q ca
OF- i a i &,)a v
SHE 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS _� DAY OF -:Mine, 20 19
AT �Q�9 .M. 9 IN BOOK OF
RECORDS OF SURVEY, AT PAGE �� j AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. �Olq-D0qgI6yLo
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY 'e,�,_
MADE BY ME OR UNDER MY DIRECTION IN O� � u� SG
CONFORMANCE WITH THE REQUIREMENTS OF �� SQL
THE PROFESSIONAL LAND SURVEYORS' ACT,
THE REQUEST OF CIELO DORADO, LLC, IN a CHARLES R. HARRIS p
DECEMBER OF 2018.
No. 4989
DATE: 0n e Z
OF CA��FO
CHARLES R. HARRIS P.L.S. 4989
COUNTY SURVEYOR'S STATEMENT \�NP� LqN� SG
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE �v� �-• MC�1j
WITH SECTION 8766 OF THE PROFESSIONAL t �l� '�
LAND SURVEYORS ACT, THIS /�k DAYcl- � �Z ;0of ::5U A) r20 any . � No. $4ss
Exp. 12/31/20
dOo
DAVID L. McMILLAN P.L.S. 8488 F 0F CAS-���
COUNTY SURVEYOR EXP 12/31/20
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE
SYSTEM, ZONE 6, NAD 83. (EPOCH 2011.0). BETWEEN CONTINUOUS
OPERATING REFERENCE STATIONS (CORS) (OTD AND PSAP.
TAKEN AS: N 45'4612.63" W
BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES,
MULTIPLY GROUND DISTANCES BY 0.999975921. THE CONVERGENCE ANGLE
OF GRID NORTH IS -906'04" AT THE NORTH 1/4 CORNER OF SECTION 2,
USING AN ELEVATION OF 261.90'
0 INDICATES FOUND MONUMENT AS NOTED.
Q INDICATES SET 1" I.P. W/PLASTIC PLUG "P.L.S. 498991, FLUSH.
(-)R1 INDICATES RECORD DATA PER P.M. 199/83-85.
(-)R2 INDICATES RECORD DATA PER R.S. 117/45.
(-)R3 INDICATES RECORD DATA PER P.M. 153/56-57.
(-)R4 INDICATES RECORD DATA PER C.V.W.D. FIELD SURVEY DWG. N0.
1500-14 DATED 07/23/1968.
� INDICATES CENTERLINE.
(R) INDICATES RADIAL BEARING.
ESP INDICATES ESTABLISHED BY SINGLE PROPORTION.
SFN INDICATES SEARCHED FOUND NOTHING.
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED ON DECEMBER 15TH, 2018.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY
OF THE PROPERTY DESCRIBED IN BOOK 644 PAGE 234, REC.
09/27/1944, OFFICIAL RECORDS OF SAID COUNTY, EXCLUDING
THAT PORTION CONVEYED TO C.V.W.D. IN INST. N0. 20718, REC.
03/06/1962, OFFICIAL RECORDS OF SAID COUNTY.
RIV. CO. 19-007 J*N* 2494