rs165_031CURVE TABLE
(RECORD)
CURVE
LENGTH
RADIUS
DELTA
LENGTH
RADIUS
DELTA
Cl
92.78'
235.22"
22*36100"
92.78'
235.22'
22*36100"
C2
28.24'
235.22"
6'52'45"
27.60'
235.22'
---
C3
64.54'
235.22"
15'43015"
65.18'
235.22'
-
C4
23.40'
147.90'
9*03154"
23.40'
147.90'
--
05
27.55'
25.76'
61 *16'06"
C6
10.66'
25.76'
23*42*19"
C7
21.00'
50.76'
23'42'19"
21.00'
50.76'
-
C8
54.30'
50.76'
61 *17141"
54.30'
50.76'
-
N3'49'55"E 100.50' L(OCT ?6
(N411140"E 100.32') BL(DrK Mg 1202-95
27 N85'49'38"W 296.92' BL(arK
(N85'27'00"W 296.90')MI
2cy
�3
6_311
SEE DETAIL y A� mg 12/5020500
LOCATION AS PLOTTED. FITS EXISTING
Ll /*_-� IMPROVEMENTS.
"o
5 0
ui
N9'35' 18"E to C�
25.00'(R)
(N9'48'00"E
25.00'(R))
Cs
L=38.20' R=25.76'
A=84'58'24"
(L=38.22' R =25.76'-
A=85'00900")
pu%
ALTERNATE LINE PLOTTING PER
DOC. NO. 2014-0132909
�\
GRANT DEED
DOC. N0. 2014-0132909
REC. 04/11/2014 O.R.
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF BLOCK 3 OF PALM CANYON MESA TRACT ON RECORD IN MAP BOOK 12
PAGES 52-56 INCLUSIVE LOCATED IN THE NORTH 1/2 OF THE NORTH 1/2 OF SECTION
27, TOWNSHIP 4 SOUTH, RANGE 4 EAST, SAN BERNARDINO BASE AND MERIDIAN.
FOMOTOR ENGINEERING LS 7070 FEBRUARY 2022
NORTH
6m?l 1=� ----- -
01 40' 80' 120' 160'
mnNHMF NT NOTFS SCALE 1"=40'
1
FOUND NAIL AND TAG LS4146 ON LARGE BOULDER NO REFERENCE. ACCEPTED
AS THE NORTHWEST CORNER LOT 26 OF BLOCK 3 PER MB 12/52-56.
Nss•
0&0 �.
2
FOUND 1/2" I.P. TAG LS4146 UP 0.8, NO REFERENCE. ACCEPTED AS THE
� �
\ lRj
NORTHWEST CORNER LOT 27 OF BLOCK 3 PER MB 12/52-56.
1
3
FOUND GEAR SPIKE AND WASHER STAMPED LS 7070 FLUSH PER RS
!
3
.
158/75. ACCEPTED AS THE CENTERLINE OF CRESTVIEW DRIVE.
'
4
C T S T B C O
FOUND 1 /2 I.P. DOWN 0.5 NO REFERENCE. ACCEPTED A HE F
L=2.00' R=50.00' ;,
THE CENTERLINE OF CRESTVIEW DRIVE. SET GEAR SPIKE AND WASHER LS
0=2'17'30" �s. '�
7070 OVER PIPE.
L=2.00' R=50.00' ono
HELD RECORD ,�
5
FOUND 2 X2 WOOD STAKE UP 0.6' PER MB 12/52-56. ACCEPTED AS THE
»
�
RADIUS AND DELTA o`r' /o ,-�
,o o �►
EC OF THE NORTHERLY RIGHT OF WAY AT THE END OF LOT G (CRESTVIEW
DRIVE). REPLACE WITH 1 I.P. PLUG LS 7070 FLUSH.
.Rro�•
FOUND NAIL AND TAG RCE 16424 ON FOOTING OF RETAINING WALL NO
o ryo
`?
6
•o
REFERENCE. ACCEPTED AS PROLONGATION OF SIDE LINE OF LOT 27 AND
o
LOT 28 PER MB 12/52-56.
hill=��a��!l ��•`�:! �:�:����r:�'�'�:� :�i.�r. �.►.a." [��
``' o N7S.49' S'LY LINE LOT Ss- ��`� Ga REFERENCE FOR TAG. ACCEPTED AS PROLONGATION OF SIDE LINE OF LOT
15�V 23 � 7 3 MB \ � o ,� 8,12 2 , BL �F��, S 27 AND LOT 28 PER MB 12/52-56.
• �''� N76• 12 52-56 J � Q
0 163 " / \ 0 „
Z 4 w 21 ��- FOUND 1/2 PLUG LS 4146 UP 0.4 NO REFERENCE. ACCEPTED AS THE
N85' 4.36 � � „
- 38 46"W 248,84� �N85.14, �) EC OF THE SOUTHERLY RIGHT OF WAY AT THE NORTHERLY END OF LOT G
-� - - - - - - - _ - 10"w 210.281 1.32' 4 CRESTVIEW DRIVE
0
pi
PO
ALTERNATE LINE PLOTTING PER
DOC. N0. 2012-00579272
\ _N33'17'37"E 25.00'(R) BL(arv, 3
1 GRANT DEED L(OcT � °� ���o��
I /DOC. N0. 2012-0579272 go REC. 11 /30/2012 O.R.
' t N4'35'18"E 34.74' N48008955"E
(NV48#00"E 35.009) 24.08'
(S48'48'00"W
�--1.64' � 00
23.90p)
.v
-N81'38'54"W 25.04' � �1vs� ems•
� NOTHING SET -� \J tK
NR1 zri
� 7/
g
❑
FOUND
NAIL AND TAG LS 4146 IN CONCRETE NO REFERENCE. ACCEPTED AS
THE BC
OF THE SOUTHERLY RIGHT OF WAY AT THE NORTHERLY TEND OF
G� 0•85�
/
LOT "G"
(CRESTVIEW DRIVE).
(L=98.70" R=250.22'
FOUND
NAIL AND TAG LS4146 ON LARGE BOULDER NO REFERENCE. ACCEPTED
AS THE
PROLONGATION OF THE SOUTH LINE OF LOT 28 PER MB 12/52-56.
HELD RECORD
❑
FOUND
NAIL AND TAG RCE 16424 ON CONCRETE NO REFERENCE. ACCEPTED
RADIUS AND DELTA
AS PROLONGATION
OF SIDE LINE OF LOT 28 AND LOT 29 PER MB
12/52-56.
12
FOUND
3/4" I.P. WITH PLUG 5128. UP 0.1' IN LIEU OF 1 it I.P. PLUG LS
C1 nQ r)C
DC 77 /CZ A/NnCOTCI'1 AC /lAI TUC C/ll ITLJ I IAIC /1C TUC ninoru
I o 8 37, >>
o �N8 i i 9 °0 3' i 4
°
N48'08'55"E 24.08'
'W
5128 R /
HA OF THE NORTH 1/2 OF SECTION 27.
N TH
0 0
w N852442"W 24.98 0.97
(S48.48 00 23.90 )
FOUND 1" DRILL HOLE IN LARGE BOULDER NO REFERENCE.
ACCEPTED AS
x�
�-
POSITION OF THE 3/4 I.P. AT THE INTERSECTION OF CRESTVIEW DRIVE AND
N
o w 0� �g
THE SOUTHERLY LINE OF THE NORTH 1/2 OF THE NORTH
1/2 OF SECTION
900
-
.,..
Q Q
0 a- D 0 ��
HELD RECORD
RADIUS.
27. SET 1 I.P. PLUG LS 7070 FLUSH.
0
r rn
Q Q�C)
> o0 0
w ao D12JS2 ��
>-
,�
L=96.85 R=132.90.
FOUND NAIL AND SHINER PER CR15-0170. ACCEPTED AS
THE INTERSECTION
�.
0 �
�!Y /
g
A=41 45 12 "
O F MESA DRIVE ANDOUTHERLY LINE OF THE N0RTH
1 2 0E THE
/
N
N 0 PARCEL( OF LLA 06-06
o
(L=97.42 R= 132.909
NORTH 1/2 OF SECTION 27. REPLACED WITH GEAR SPIKE
AND WASHER
0 Doc. NO. 2006-0926135
0=42'00'00")
STAMPED LS 7070 FLUSH.
N
�.
r7
t-- z
_ _
00
REC. 12 / 19 / 2006 O.R.
(NOT APART OF THIS SURVEY)
Of �
z
LL
o'%�'^
L
�O
w !
no
~0
0
oMg
OLD
�j U215��S�°
zn i�l
z
W
L=67.05 ' R» 43.57'
_oo
PARCEL 2 OF LLA 06-06
>
A=88' 10 00
w
DOC. NO. 2006-0926135
ir
(L=66.92' R=43.57'
d- o
REC. 12/19/2006 O.R.
A=88'00'00") /q.
N Z
cry •
���,
0�z-
(NOT APART OF THIS SURVEY)
Q�
_
N6'23'43"E 1.44'
z� �
� 00-,
V3
w
(S6'48'00"W 1.40')
J
W
M
CO CO
co �
N83036
(N83• "W 66.36
i "W
(i 5.11)
SOUTHERLY LINE OF THE NORTH 1/2
�C) (�
2 00 66.17)
M&CALC'D
OF THE NORTH 1/2 OF SECTION 27.
12
89.90'
N89'27'43"E 1402.44" (N89*52`00"E 1402.98')CALC'
18.99
14
N89.27'43"E 124.009
HELD RECORD
ANGLE FROM SOUTHERLY LINE
ESTABLISHED ONLINE
AT REC. DIST FROM
[S89*54*00"W 124.0']
13
OF THE NORTH 1/2 OF THE NORTH 1/2 OF
SECTION 27.
12 PER
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS ��_ DAY OF JU"%At20 �S ,
ATV-W.M. IN BOOK IU45 OF RECS OF SURVEY,
AT PAGE AT THE REQUEST OF THE COUNTY
SURVEYOR.
No.a0as-00al 1 Sri
FEE *q-
PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER
BY: 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 TOM HART
IN FEBRUARY 2022.
AND g
6%S
PHILLIP K. FOMOTOR
LS NO. 7070 PHILLIPKFOMOTpR
No. 7070
�F OF CPS-��
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WI SECTION 8766 OF
THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF
s"7�AN 20 ,__ Cj 5 _.
DAVID L MCMILLAN, COUNTY SURVEYOR
L.S. 8488
PURPOSE OF SURVEY
,AND SU,Q`�O
v �f
DAVID L MCMILLAN
No. 8488
SURVEY THE BOUNDARY LINE AS DEFINED BY GRANT DEED DOCUMENT
2014-0132909 RECORDED 04/11/2014 AND GRANT DEED DOCUMENT
2012-0579272 RECORDED 1 1 /30/2012, OF OFFICIAL RECORDS OF
RIVERSIDE COUNTY (ADJUSTED LOTS 27 AND 28 OF BLOCK 3, MB
12/52-56).
NOTE
FIELD WORK COMPLETED ON 12/13/2021
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
CRESTVIEW DRIVE IN FRONT OF LOT 27, BEING S26'12'00"W PER MB
12/52-56.
ACCEPTED AS INTENTION OF DEEDS
•
O
NORTHEASTERLY
COR LOT 28
w
0 0 o ALTERNATE LINE PLOTTING PER
o I M DOC. N0. 2014-0132909 [ b
iz
N9'35' 18"E
25.00'(R) ALTERNATE LINE (PLOTTING PER
(N9'48POOPPE - DOC. NO. 2012-00579272
25.00'(R)) -
ORIGINAL LINE OF LOT 28
OF BLOCK 3 MB
8 12/52-56.
N33 17 35 E 25.00 (R)
LOT "G" OF R I G HT\
0 F WAY VACATI 0 N
s RECORDED
L=38.20' R=25.76' 07/15/1930 IN
A=84'58'24" BOOK 869 PAGE t DETAIL "A"
(L=38.22' R=25.76' 168 O.R. !
1 "= 2 0'
A=85.00'00") 9
SURVEYOR'S NOTES
INDICATES FOUND MONUMENT AS NOTED.
INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED.
SET 1" IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH.
INDICATES SET GEAR SPIKE AND WASHER STAMPED LS7070 FLUSH.
INDICATES RECORD DATA PER MB 12/52-56.
INDICATES RECORD DATA PER RS 8/75.
COUNTY SURVEYOR'S NOTE
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF
SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS
OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE
GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED
AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S).
LAND SU�I'
F
� O�
DAVID L MCMILLAN, COUNTY SURVEYOR
L.S. 8488 DAVID L MCMILLAN
No. 8488
9rF of c
RIVCO 22-072