rs165_059-060tio2S- ooto�l �1 S
(�IA1C�a.1
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
40.08'(40.1O'R4) FD. 2" BRONZE CAP IN CONC. IN 2" I.P.
N89'39'11"W 811.21'(811.25'R4) STAMPED AS SHOWN PER R.S. 86/26-31 & RECORD OF SURVEY
FOR DETAILS, SEE SHEET 2 -��1 -- 771.13'(771.34'R2)(771.15'R4) TR.NO. 23188, M.B. 256/52-62.
— — — — — 727.08'(727.3o'R2) - - - - - - T - JK BEING A SURVEY OF PORTIONS OF LOT 44 OF TRACT NO. 7240, PER MAP FILED IN BOOK 90
PARCEL MAP 23959 2 I / �' PAGES 18 THROUGH 22, INCLUSIVE, OF MAPS AND GOVERNMENT LOTS 4 IN THE NORTHWEST
P.M. 168/97-98 200.29' 44' 44' U, SEC. 3 I / SEC. 2 3 2 , QUARTER OF FRACTIONAL SECTION 2 IN TOWNSHIP 5 SOUTH, RANGE 6 WEST, S. B. M.
N89
(20o.l8'R4) � 3 T.5S., I / R.6W. A L.S. 4131 �,. ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY, ALL RECORDS OF RIVERSIDE
59.11"W 3.29'(3.21'R3) I ° N I / s� �6 COUNTY, CALIFORNIA.
LAWSON ROAD w c JERRY L. USELTON, L.S. 5347 FUSCOE ENGINEERING, INC.
N N DATE OF SURVEY: FEBRUARY 2009
5
FOR DETAILS, SEE SHEET 2
TRACT NO. 29416-1
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N88.53'20"W 694.63'(694.67'R2&R5)
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POR. GOVT. LOT 4. \ \
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144' 44'
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(RAD) -
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591.81'
6.79'i
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155.56' 107 Y \
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\ o I (155.53' R5) N01'06'10"E 185.72'(185.72'R5) \
Q i GREENHORN L - - COURT
\44 n z _
23 \ �
6� \ 18 a^E I I 0 17
\ ' A=1'52'31" (A--1.52'15"R6) I W I \�
L=93.77' (L=93.54'R6) I o o I I �G TRACT N0. 23188-1
GN 7 I N * I �� M.B. 256/52-62
N20'26'03"W 0.83' I� I Apo STATEMENT OF PURPOSE:
N69'33'57"E 44.00' Ipf I '9Q THE PURPOSE OF THIS SURVEY IS TO SHOW MONUMENTATION OF
UN -NAMED ROAD AND MOJESKA SUMMIT ROAD AS DEDICATED TO
�5 I N 00 THE COUNTY OF RIVERSIDE PER DOCUMENTS RECORDED
1 ( SEPTEMBER 25, 2023 AS INSTRUMENT NO. 2023-0282152 AND .
\ (O ;� RECORDED SEPTEMBER 26, 2023 AS INSTRUMENT NO.
2 N I I00
( 2023-0284199 BOTH OF OFFICIAL RECORDS, IN THE OFFICE OF
CN p ( THE COUNTY RECORDER OF SAID COUNTY, STATE OF CALIFORNIA.
MAP 6780 z I IN ACCORDANCE WITH SECTION 8762 OF THE PROFESSIONAL LAND
I- ('- SURVEYORS ACT OF CALIFORNIA.
/ � m SURVEYOR'S NOTES:
\ N
0I ZIE I O INDICATES FOUND MONUMENTS AS NOTED.
\ 0,� I L-----
0 INDICATES SET 1" I.P. TAGGED L.S. 5347, FLUSH, UNLESS
OTHERWISE NOTED.
ry
< INDICATES SET SPIKE & WASHER STAMPED L.S. 5347,
FLUSH, UNLESS OTHERWISE NOTED.
P.M. 20/99 �. �, I INDICATES SET LEAD & TACK TAGGED L.S. 5347, FLUSH,
UNLESS OTHERWISE NOTED.
2
BASIS OF BEARINGS: SEE SHEET 2
78.51'
a (78.49'R7) I 14 , - RECORD DATA REFERENCES:
R1 = PARCEL MAP NO. 6780, P.M 20/99.
15 R2 = TRACT MAP NO. 7240, M.B. 90/18-22.
R3 = PARCEL MAP 23959, P.M. 168/97-98.
6Oro21'�5� \ U 200' 0' 100' 200' 400' 800'
4
GRAPHIC SCALE: 1" = 200'
R4 = RS 88/26-31.
R5 = TRACT NO. 23188-1, M.B. 256/52-62.
R6 = TRACT NO. 29416-1. M.B. 306/60-86.
R7 = TRACT NO. 29307, M.B. 399/81-84.
R8 = INST. NO. 2023-0282152, O.R. REC. 9/25/23.
R9 = INST. NO. 2023-0284199, O.R. REC. 9/26/23.
R10= INST. NO. 411806, O.R. REC. 12/12/95
R11= COC DOC. #2010-0193767 REC. 4/28/10�.
NOTE:
SEE SHEET 2 FOR DATA TABLES
SHEET 1 OF 2 SHEETS
RECORDER'S STATEMENT
FILED THIS � DAY OF , 2025, AT
�i .� Q. M, I BOOK LUS OF RECORDS OF SURVEY,
AT PAGES - , AT THE REQUEST OF THE
COUNTY SURVEYOR.
N0. ClS ----
FEE AIL_ _
PETER ALDANA, ASSESSOR -COUNTY CLERK
-RECOR__
B Y• _M_ _____ DEPUTY.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED, IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS
_ DAY OF E6�� , 2025
BY:
DAVID MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488 EXPIRES:12-31-26.
LA ND
14
* NO.8488 z
EXP.12-31-26
SURVEYOR'S STATEMENT N�
THS MAP CORRECTLY REPRESENTS A SURVEY MADE UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYOR'S ACT, AT THE REQUEST OF KB
HOMES INC. IN FEBRUARY 2009. \,AND S��G
2�1510 OZ
Jrn"Yy. USELTON, P.L.S. 5347 IfATW JERRY L. o
USELTON -A
5347 eQ
yTF OQ�
MONUMENT AND ESTABLISHMENT NOTES: OF CP�'�
Ol FD. 3/4" I.P., NO TAG, DN. 0.5', IN LIEU OF 3/4" I.P. TAGGED R.C.E. 862 PER R2.
O2 FD. 3/4" I.P. W/PLASTIC PLUG "R.C.E. 862", PER TR. NO. 7240, M.B. 90/18-22,
FLUSH. ACCEPTED AS POINT ON W'LY LINE TEMESCAL CANYON ROAD PER R6.
O FD. 3/4" I.P., NO TAG, IN LIEU OF 3/4" I.P. TAGGED R.C.E. 21914 PER R3.
O4 FD. STATE HWY. BR. DISC IN WELL, PER TR. NO. 7240, M.B. 90/18-22. ACCEPTED
AS A POINT ON CA LAWSON RD. WEST OF THE INT. OF TEMESCAL CANYON RD.
AND LAWSON RD. PER R3.
O5 FD 3/4" I.P. W/TAG (ILLEGIBLE), IN LIEU OF 3/4" I.P. W/TAG STAMPED "R.C.E.
862", FLUSH, POINT ON W'LY LINE TEMESCAL CANYON RD. PER R2, R6.
O6 FD 3/4" I.P., NO TAG, FLUSH, IN LIEU OF 3/4" I.P. TAGGED "L.S. 5346" PER R6,
N4.54'06"E 0.52'.
O7 FD 3/4" I.P. W/PLASTIC PLUG STAMPED "R.C.E. 862", PER R2, DN. 2.0'. ACCEPTED
AS POINT ON E'LY LINE TEMESCAL CANYON RD.
O ESTAB. PER RIV. CO. T.B. 102/40 TIES. FD. NOTHING,
O FD. 3/4" I.P. W/PLASTIC PLUG STAMPED "LS. 5347". FLUSH, PER R5.
10 FD. 3/4" I.P. W/PLASTIC PLUG STAMPED "R.C.E. 862% PER R2, DN. 0.4%
N78'43'00"E 0.13'
11 FD. 3/4" I.P., NO TAG, DN. 0.8'. IN LIEU OF 3/4" TAGGED "R.C.E. 862" PER R2.
ACCEPTED AS POINT ON N'LY LINE OF LOT 44, TR. NO. 7240, M.B. 90/18-22,
S88'53'20"E 0.06'
12 FD. 3/4" I.P., NO TAG, DN. 0.3% PIPE BENT W'LY IN LIEU OF 3/4" I.P. TAGGED
"R.C.E. 862" PER R2. ACCEPTED AS A POINT ON N'LY LINE LOT 44, TR. NO. 7240,
M.B. 90/18-22, S8853'20"E 0.05'
13 FD. 3/4" I.P., W/PLASTIC PLUG STAMPED "R.C.E. 862" PER TR. NO. 7240, M.B.
90/18-22. UP 0.5'. ACCEPTED AS S.E. COR. LOT 44.
14 FD. 1" I.P., W/TAG "L.S. 5347", PER R7, DN. 0.2'. ACCEPTED AS N.W. COR. LOT
29.
15 FD. 1" I.P., W/TAG "L.S. 5347", PER R7, FLUSH, ACCEPTED AS S.W. COR. LOT 29.
16 FD. 1" I.P. W/TAG "L.S. 5347", FLUSH, PER R5 & R11.
17 FD. 1" I.P. W/TAG "LS. 5347", DN. 0.3% PER R5 & R11.
16 FD. 1" I.P. TAGGED "L.S. 5346", FLUSH, PER TR. NO. 29416-1. M.B. 306/60-86.
19 FD. 2" I.P. W/TAG "L.S. 5347", FLUSH, PER R5 & R11.
RIVCO 11037
M:\MAPPING\340\03\ROS\340-003 ROS-2020.DWG (02-03-25 -3:51 PM)
sag- 00U42g5
SEE SHEET 1 FOR MONUMENT NOTES AND
SURVEYOR'S NOTES.
3.96'
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40.08'(40.10'R4)
N89'39'11"W 811.21'(811.25'R4) ---�
771.1 3'(771.34'R X771.15'RIJ
44' I 44'
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IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
ml big*] !!!Ka
a .4 01 will
mmi:aKe--1 a
BEING A SURVEY OF PORTIONS
OF LOT
44 OF TRACT NO. 7240, PER
MAP FILED IN BOOK 90 PAGES 18 THROUGH 22, INCLUSIVE,
OF MAPS AND GOVERNMENT
LOTS 4
IN THE NORTHWEST QUARTER
OF FRACTIONAL SECTION 2 IN TOWNSHIP 5 SOUTH, RANGE 6
WEST, S. B. M. ACCORDING
TO THE
UNITED STATES GOVERNMENT
SURVEY, ALL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
JERRY L. USELTON,
L.S.
5347
FUSCOE ENGINEERING, INC.
DATE
I
OF
SURVEY:
FEBRUARY 2009
�O
- - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - -
LINE
TABLE
LINE
BEARING
LENGTH
REC. DATA
L1
N50'25'52"W
32.94'
R8
L2
N69'10'54"E
32.30'
R9
L3
N65'41'09"W
60.00'
L4
N01'06'10"E
29.69'
29.72' R5 R10
L5
N01'06'10"E
30.62'
30.56' R5 30.66' R10
L6
N31'35'32'W
32.30'
R9
L7
N38'16'41"E
32.94'
R8
L8
N01'06'04"E
40.11'
R8 R9
L9
N01'06'04"E
40.10'
R8,R9
L10
N76'43'29"W
30.00'
L11
N01'06'04"E
80.21
R8,R9
�9
7
CURVE DATA TABLE
CURVE No.
DELTA
RADIUS
LENGTH
RECORD DATA
Cl
18'17'59"
2864.93'
915.03'
R8
R8
1818'20" R4
915.33' R4
C2
3'56'32"
2864.93'
197.12'
R8
R8
C3
14'21'27"
2864.93'
1 717.91'
R8
R8
C5
17'41'31"
600.00'
185.27'
R9
R9
C6
11'02'05"
640.00'
123.26'
R8
R8
C7
13*50'12"
640.00'
154.56'
R9
R9
C8
5*31'10"
600.00'
1 57.80'
C9
12*10'21"
600.00'
127.47'
C10
13*17'05"
560.00'
129.84'
C11
11'35'12"
560.00'
113.25'
R8
R8
C12
1 *17'27"
2820.93'
63.555'
C13
1 *17'27"
2820.93'
63.555'
C14
11'17'32"
600.00'
118.25'
C15
13'34'45"
600.00'
142.20'
R8
R8
C16
18'17'59"
2820.93'
900.98'
R8
R8
18'18'20" R2 R5
901.27' R2 R5
C17
9109,03"
2820.93'
450.54'
R8
R8
9'08'15" R2
449.88' R2
C18
354'57"
2820.93'
192.79'
RS
R8
C19
239'05"
2820.93'
130.53'
R8
R8
C20
2'34'54"
2820.93'
1 127.12'
RS
R8
"'r72y9"
h'O.a n W z6.5.09'
GREENHORN
I I
GOV'T. LOT
SEC. 2
T.5S., R.6W.
PUBLIC ROAD AND
DRAINAGE EASEMENT
PER DOC # 411806
REC 12/12/1995
30.00'
107
I
I
�0. 23188-11
?56/52-62
SHEET 2 OF 2 SHEETS
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE
SYSTEM, ZONE 6 NAD 83 (EPOCH 2O02.00) BASED LOCALLY BY A LINE BETWEEN
CONTINUOUS OPERATING REFERENCE STATIONS (CORS) NOCO AND TRAK BEING
N33'42'00"E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE NATIONAL GEODETIC
SURVEY (NGS), RESPECTIVELY.
ALL DISTANCES ARE GROUND, IN U.S. SURVEY FEET. GRID DISTANCES MAY BE OBTAINED
BY MULTIPLYING GROUND DISTANCES SHOWN BY A COMBINATION FACTOR OF 0.99993468.
TRAK'
N2171991.14 E6088762.49
NAD 83 CA ZONE 6
'NO CO'
N2280816.41 E6161339.74
NAD 83 CA ZONE 6
pw
N.W. COR. SEC. 2
T. 5 S., R. 6 W.
S.B.M.
U CA INT. TEMESCAL
CANYON RD. & GLEN IVY
RD. (EAST).
COURT _ 80' 0' 40' 80' 160' 240'
GRAPHIC SCALE: 1" = 80'