rs148_020LINE DATA
NO. BEARING LENGTH
L1 N 89051'54" E 70.00'
L2 N 00' 11'58" E t30.00'
MONUMENT NOTES
IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE & STATE OF CALIFORNIA
RECORD OF SURVEY
OF PARCEL B OF THAT CERTAIN CERTIFICATE OF COMPLIANCE (PMW 07-20)
RECORDED APRIL 30, 2009 AS INSTRUMENT N0. 2009-0215078 OF OFFICIAL RECORDS
IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 6 EAST, S.B.M.
IDMSA CONSULTING, INC. DECEMBER - 201616
F-A]FD. COPPERWELD, STAMPED "PLS 669711, FLUSH, PER M.B. 334/69-73 AND CORNER RECORD
95-110, ACCEPTED AS THE CENTERLINE INTERSECTION OF PORTOLA AVENUE AND HOVLEY LANE �i �
F-B]FD. 1" I.P. W/PLASTIC PLUG, "JE MILLER PLS 5803, DN 0.9' IN MONUMENT WELL, PER CORNER -
RECORD 12-0405, ACCEPTED AS THE CENTERLINE INTERSECTION HOVLEY LANE AND COOK STREET �
ui
FC� FD. GEAR SPIKE AND WASHER, "PLS 8508", DN 0.1', PER CORNER RECORD 12-0298, ACCEPTED � �,,;,,� �
AS THE CENTERLINE INTERSECTION OF COOK STREET AND 42ND AVENUE AND SE COR. SEC. 9� -a�,00 -a`�,N 1 � N 45'16'48" W
I o� oM 1 I 0.66'
M
FD-] FD. COPPERWELD, STAMPED "CVWD", FLUSH, PER CORNER RECORD 09-0015, ACCEPTED AS THE or- o�
CENTERLINE INTERSECTION OF 42ND AVENUE AND ECLECTIC STREET � z z
_ � _ _ / �
[-E]FD. COPPERWELD, STAMPED "RCE 26401 ", FLUSH, PER P.M. 202/86-88, ACCEPTED AS THE EAST 30.00'
1/1 6TH CORNER OF SECTION 9 �
FFJ FD. COPPERWELD, STAMPED "CVWD", FLUSH, PER CORNER RECORD 09-0014, ACCEPTED AS THE� DETAIL B
'w
CENTERLINE INTERSECTION OF 42ND AVENUE AND CORPORATE WAY �� N 89051154" E �� NOT TO SCALE
� 601.92'
FG� FD. 1I.P. W/PLASTIC PLUG, "PLS 6697", DN 0.6' IN MONUMENT WELL, PER M.B. 334/69-73
AND CORNER RECORD 95-58, ACCEPTED AS THE SOUTHWEST CORNER OF SECTION 9 - 0' DETAIL 'A•2000 400' 600' 800'
[_Hl FD. 2" I.P. W/TAG, "RCE 21775, UP 0.4', NO REFERENCE, FOUND OUT OF POSITION DESTROYED NOT TO SCALE __j
BY CONSTRUCTION OF UTILITY PEDESTAL. SET 1" I.P. W/PLASTfC PLUG, "PLS 498912, FLUSH.0 SCALE 1 "=200'
N 89"44'54" E 2655.37 R5
SEE DETAIL 'wBw N 89047'38" E 2655.70 R5 Q� N 89'46'17" E 2656.10' R4
N 89046'34" E 2654.92' R2 SFN-ESTABLISHED AT PROPORTIONATE N 89'45'55" E 2656.43' R2
AT RIGHT �N 89'49'58" E 2654.75' �1327.30' R4 PER R1 AND R
R1 HOVLEY LANE DISTANCE AND RECORD ANGLE POINT N 89'49'19" E 2656.26' R1 B
N 89049'55"E 2654.73 �1327.46'� R2
2
/�-- n .� r'� � 1327.35' n n _.._` r_ n 1328.1 n N 89'49=6 2656.23 n 1328.11 A
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1327.36'
1327.46 R2
1327.30' R4
601.93'
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` (N 89°57 45" E 601.97') R6
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PARCEL B
P.M.W. 07-20
INST. NO. 2009-0215078
REC. 04/30/2009, O.R.
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FOUND MONUMENT AS NOTED.
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(1328.13') R3
- 1328.11
515.70'
515.29'
SFN-ESTABLISHED SOUTH 1/4 COR.
BY PROLONGATION OF THE LINE OF
FOUND MONUMENTS FROM EAST AT
PROPORTIONAL DISTANCE OF THE
OVERALL SECTION PER R4
1258.62'
(1258.63) R 1
(1258.79) R4
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0
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W
W
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742.92' V
SFN-ESP
SFN-ES
PER R1
744.14'
N 89'50'24" E 2656.22'
(N 89°47'16" E 2656.31' R2*
(N 89°47'20" E 2656.10 ) R4
W W
W
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(1328.13') R3
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585.19'
585.20 R 1
584.91 ' R4
(583.84') R4
583.97
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1%5
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS DAY OF _ �oreh 20 I1
AT M. IN BOOK OF
RECORDS OF SURVEY, AT PAGE AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. ,�0low) -0090IQi
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
I
BY: 1AAM DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY NQa. LAlVZ)
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT, AT THE � CHARLES R. HARRIS p
REQUEST OF NEW CITIES, LLC, IN NOVEMBER OF
2016.
No. 4989
DATE: r� � Z �, 2z:>
F pF cp&94,e, �Fo
le. /NLL1.i�-o
CHARLES R. HARRIS P.L.S. 4989
EXP. 12/31/17
COUNTY SURVEYOR'S STATEMENT
PL LANA S
THIS MAP S BEEN EXAMINED ACCORDANCE
WITH SECTION8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT, THIS L6 � DAY a �� �(.,0 ;0
OF ,fig 20 /7 . No. 7611
7k Exp. 12-31-18
RICHARD G. LANTIS P.L.S. 7611
COUNTY SURVEYOR EXP. 12/31/18
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF THE
SOUTHWEST
SEE DETAIL •A•
Q
S.B.M., AS
SHOWN ON TRACT MAP N0. 307389 ON FILE IN BOOK
334, PAGES 69 THROUGH 73, OF MAPS.
ABOVE
AS: N 00'11'38" E
�
INDICATES
FOUND MONUMENT AS NOTED.
Q
INDICATES
SET 1'I.P. FLUSH, "P.L.S. 4989".
1328.22' R2
1328.14' R 1
SFN
/
SOUTH LINE OF SEC. 9 o SFN
(601.971) R2
SFN
x(601.97') R2
(124.281) R2
1328.11'
(-)R3
601.92'
01.92
124.27'
L2
�
(-)R5
INDICATES
RECORD DATA PER P.M. 183/3-10.
. 1258.12'
\
601.92'
/
INDICATES
(1258.15')
R 1 ,� � `
(N. 90°00'00" W 601.9 7) R6
PORT16N OF THE SOUTHERLY �
ESP
INDICATES
N 89 51 54-E 2656.22"- - -
N 89°51 767x- E 2656.27 R 1 ---LINE OF LOT K MB
�
103/31-37 (i
INDICATES
SEARCHED FOUND NOTHING
N 89'48'45" E 2656.44' R2
ESTABLISHED PARALLEL
AND 30'
N 89 49 34 E 2656.11 R4
SOUTHERLY OF THE
SOUTH LINE (Z`�
OF SEC. 9
`L
R4
(812.89') R3
812.82
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W
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N
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0
00
z0
71
(1328.13') R3
- 1328.11
515.70'
515.29'
SFN-ESTABLISHED SOUTH 1/4 COR.
BY PROLONGATION OF THE LINE OF
FOUND MONUMENTS FROM EAST AT
PROPORTIONAL DISTANCE OF THE
OVERALL SECTION PER R4
1258.62'
(1258.63) R 1
(1258.79) R4
z
J
2
co
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N
0
N
M
W
W
0
0
742.92' V
SFN-ESP
SFN-ES
PER R1
744.14'
N 89'50'24" E 2656.22'
(N 89°47'16" E 2656.31' R2*
(N 89°47'20" E 2656.10 ) R4
W W
W
�Cy)
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00
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00
z0
(1328.13') R3
-, 1328.11
AVENUE 42
�e
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585.19'
585.20 R 1
584.91 ' R4
(583.84') R4
583.97
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ANN
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(3 z00
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9 10
16
1%5
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS DAY OF _ �oreh 20 I1
AT M. IN BOOK OF
RECORDS OF SURVEY, AT PAGE AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. ,�0low) -0090IQi
FEE
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
I
BY: 1AAM DEPUTY
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY NQa. LAlVZ)
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT, AT THE � CHARLES R. HARRIS p
REQUEST OF NEW CITIES, LLC, IN NOVEMBER OF
2016.
No. 4989
DATE: r� � Z �, 2z:>
F pF cp&94,e, �Fo
le. /NLL1.i�-o
CHARLES R. HARRIS P.L.S. 4989
EXP. 12/31/17
COUNTY SURVEYOR'S STATEMENT
PL LANA S
THIS MAP S BEEN EXAMINED ACCORDANCE
WITH SECTION8766 OF THE PROFESSIONAL LAND
SURVEYORS' ACT, THIS L6 � DAY a �� �(.,0 ;0
OF ,fig 20 /7 . No. 7611
7k Exp. 12-31-18
RICHARD G. LANTIS P.L.S. 7611
COUNTY SURVEYOR EXP. 12/31/18
SURVEYOR'S NOTES
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY LINE OF THE
SOUTHWEST
QUARTER (1/4) OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 6
EAST,
S.B.M., AS
SHOWN ON TRACT MAP N0. 307389 ON FILE IN BOOK
334, PAGES 69 THROUGH 73, OF MAPS.
TAKEN
AS: N 00'11'38" E
�
INDICATES
FOUND MONUMENT AS NOTED.
Q
INDICATES
SET 1'I.P. FLUSH, "P.L.S. 4989".
(-)R1
INDICATES
RECORD DATA PER M.B. 334/69-73.
(-)R2
INDICATES
RECORD DATA PER P.M. 157/93-94.
(-)R3
INDICATES
RECORD DATA PER P.M. 202/86-88.
(-)R4
INDICATES
RECORD DATA PER P.M. 130/14-17.
(-)R5
INDICATES
RECORD DATA PER P.M. 183/3-10.
(-)R6
INDICATES
RECORD DATA PER P.M.W. 07-20.
�
INDICATES
CENTERLINE.
*
INDICATES
BY ADDITION.
ESP
INDICATES
ESTABLISHED BY SINGLE PROPORTION
SFN
INDICATES
SEARCHED FOUND NOTHING
GROUND SURVEY
WORK PERFORMED NOVEMBER 1-7, 2016.
RIV, CO. 17-002
J.N. 2349