rs163_075-076aoay -o156 -28`I 3
lto
W
N
E
0 60 120
SCALE 1" = 60'
S
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
GM TOWER BUILDERS INC. IN DECEMBER, 2023.
LAND
5-13 44
STEVEN R. CHAFFIN
P.L.S. 9459
C) yT In
Cc * � N0.9459
\9TF OF CA1.�F���`/
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
°Feel RECORD OF SURVEY
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THISZ DAY OF 2024.
DAVID L. MCMILLAN, COUNTY SURVEYOR �ZpL LAAto
L.S 8488 �5 M�� 1,G
o
Q No. 8488 n
Exp.12-3124 \�
9lF OF CAoF��`,
STATEMENT OF PURPOSE
SURVEY OF PARCEL 3 OF PM 12379 PMB 92/21 AS DESCRIBED IN
INTERSPOUSAL TRANSFER GRANT DEED DOC# 2023-359012 REC. 12/01 /2023
BASIS OF BEARINGS STATEMENT
THE BASIS OF BEARINGS FOR THIS MAP IS CENTERLINE VIA KARLITA
PER PM 12379 PMB 92/21 BEING: N 45°14'34" E
SURVEYOR'S NOTES
SURVEY OF PARCEL 3 OF PM 12379 FILED IN BOOK 92 PAGE 21 OF PARCEL MAPS
IN THE COUNTY RECORDERS OFFICE, RIVERSIDE COUNTY, STATE OF CALIFORNIA, ALSO
BEING A PORTION OF THE SANTA ROSA RANCHO
PORTION OF SE 1 /4 SECTION 7 TOWNSHIP 8 SOUTH RANGE 3 WEST SBBM
S C SURVEYING DECEMBER 2023
410 L2
k
0 v
0
O O�
PARCEL 3
(XX.XX') = RECORD DATA PER PM 12379 PMB 92/21
[XX.XX'] = CALCULATED RW PER PM 12379 PMB 92/21
<XX.XX'>= RECORD DATA PER GRANT DEED DOC#2003-361102 REC. 05/20/2003 PARCEL Al
*NO MONUMENTS WERE SET PER THIS SURVEY
MONUMENT NOTES
• = INDICATES FOUND MONUMENT AS NOTED
DETAIL "A"
1 "=30'
SEE DETAIL "A" /,,-
Q
0
L5
C3 L14
CA
o I I C4 LO
J
L4
i O
C L16 �
O
PARCEL 3 00
J
DETAIL "B"
1 "=30'
MONUMENT DESCRIPTIONS
M 12379 PM
O FD
5/8"
REBAR
W/
PP STAMPED "HARTLEY RCE 20934 DN 0.9' PER PM 12379 PMB 92/21
�2 FD
5/8"
REBAR
W/
PP STAMPED "HARTLEY RCE 20934 FLUSH PER PM 12379 PMB 92/21
O FD
5/8"
REBAR
W/
PP DAMAGED DN 0.5' IN LIEU OF 5/8" REBAR W/ PP STAMPED HARTLEY RCE 20934 PER PM 12379 PMB 92/21
4� FD
5/8"
REBAR
NO
PLUG BENT NW'LY FLUSH SHOT PLUMB POSITION IN LIEU OF 5/8" REBAR W/ PP STAMPED HARTLEY RCE 20934 PER PM 12379 PMB 92/21
SHEET 1 OF 2 SHEETS
RECORDER'S STATEMENT
Filed this 30*day of ,20 SN at m. in Book of Records of Survey,
at Page -1"7 at the request of the County Surveyor.
N o. cQ0A*—Q/5(6 78L}
Fee $ 11
Peter Aldana, Assessor -County Clerk -Recorder
By: _ — ,// 'Deputy
*RW IS TO CENTERLINE DUE TO
STREETS NOT BEING ACCEPTED
AT TIME OF RECORDATION
/ O L5
7Nn41 ' SEE DETAIL "B"
Ji
S56.22'50"W (R)
O
DN 1.0'
N65.47'49"W (R)
T.8S. R.3W. SEC.7 SBBM RIVCO. 24-0007
N THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
SURVEY OF PARCEL 3 OF PM 12379 FILED IN BOOK 92 PAGE 21 OF PARCEL MAPS
N THE COUNTY RECORDERS OFFICE, RIVERSIDE COUNTY, STATE OF CALIFORNIA, ALSO
BEING A PORTION OF THE SANTA ROSA RANCHO_
PORTION OF SE 1 /4 SECTION 7 TOWNSHIP 8 SOUTH RANGE 3 WEST SBBM
S C SURVEYING
LINE DATA TABLE
RECORD DATA
N0.
BEARING
DISTANCE
BEARING
DISTANCE
L1
N64°12'24"E
20.55'
(N64°26'20"E)
(20.38')
L2
S72°47'40"E
152.59'
(N72°46'01 "W)
(152.59')
L3
S72°41'37"E
108.09'
[S72°46'01 "E]
[108.17']
L4
N87`19'54"E
12.56'
[N87°32'24"E]
<12.54'>
L5
N87°26'43"E
57.51'
(S87°32'24"W)
(57.54')
L6
S47°33'58"E
21.14'
(N47°27'36"W)
(21.21')
L7
S02°30'41 "E
113.09'
(NO2'27'36"W)
(113.02')
L8
S02°29'06"E
68.15'
[S02'27'36"E]
[68.02']
L9
N17`12'20"E
30.00'
(N17*13'59'E)
(30.00')
L10
S72°47'30"E
44.51'
NA
NA
L11
N17`12'20"E
29.82'
(N17-13'59"E)
(30.00')
L12
S70°06'43"E
29.96'
NA
(30.00')
L13
NO2*33'17"W
29.98'
(NO2*27'36"W)
(30.00')
L14
N87°26'43"E
44.95'
NA
NA
L15
S02°30'41 "E
44.94'
NA
NA
L16
N87`29'19"E
29.97'
(N87°32'24"E)
(30.00')
DECEMBER 2023
c;Zoa4-616fm-2
SHEET 2 OF 2 SHEETS
CURVE DATA TABLE
RECORD DATA
N0.
RADIUS
DELTA
LENGTH
RADIUS
DELTA
LENGTH
C1
150.00'
61 `59'24"
162.29'
(150.00')
(61 °59'25")
(162.29')
C2
180.00,
61 °'59'24"
194.75'
[180.00']
[61 °59'25"]
[194.75']
C3
150.00'
42*14'52"
110.60'
(150.00')
(42°17'50")
(110.73')
C4
120.00'
42*14'51"
88.48'
[120.00']
[42"17'50"]
[88.59']
C5
250.00'
31 `05'47"
135.68'
(250.00')
(31 `06'16")
(135.72')
C6
280.00'
31 °05'24"
151.93'
[280.00']
[31 `06'15"]
[152.00']
C7
220.00'
38`52'48"
149.29'
(220.00')
(38°55'59")
(149.49')
C8
250.00'
37*02'35"
161.63'
[250.00']
[37.05'11 "]
[161.82']
C9
180.01'
3'13'53"
10.15'
[180.00']
[3`14'48"]
[10.20']
C10
150.01'
4'41'10"
12.27'
(150.00')
(4°41'48")
(12.30')
C11
220,00'
96°33'57"
370.79'
[220.00']
[96°39'43"]
[371.16']
C12
250.00'
96*34'22"
421.38'
(250.00')
(96°39'43")
(421.77')