rs163_082-084MONUMENT & ESTABLISHMENT NOTES:
FOUND 2 1/4" BRASS DISK, STAMPED 1/4 COR 10115, FLUSH, PER CAL TRANS R1.
ACCEPTED AS S114 CORNER SEC 10 TJS, R4W, SBM.
2� FOUND LEAD AND TACK, TAGGED IS 7076, fZUSH, PER R2. ACCEPTED AS SE CORNER
SECTION 10, TJS, R4W, SBM
3�- FOUND IN IRON PIPE WITH PLAS77C PLUG, TAGGED CDOT, DOWN 1.0'. PER Rl.
ACCEPTED AS POINT ON CENTERLINE COTTONWOOD AVENUE.
4� FOUND 1.5" IRON PIPE, NO TAG, DOWN 0.5, ACCEPTED AS IN IRON PIPE TAGGED LS
5137 PER R2, R3 & R5 AT CENTERLINE INTERSECTON COTTONWOOD AVENUE AND DAY
STREET AND THE E1/4 CORNER SEC 10 TJS, R4W, SBM.
5❑ SF.N.; ESTABLISHED CENTER OF SECTION 1q TJS, R4W, SBM AT RECORD DISTANCE OF
215.74' EAST OF 03 ON CENTERLINE COTTONWOOD AVENUE PER R3. SET 1 " IRON
PIPE TAGGED LS 5750.
60 FOUND 1" IRON PIPE TAGGED IS 5174", fZUSH PER R5, ACCEPTED AS CENTERLINE
INTERSECTION OF COTTONWOOD AVENUE AND (OLD) ROUTE 215.
7� FOUND IN IRON PIPE WITH PLASTIC PLUG, TAGGED COOT, DOWN 0.8; PER R1.
ACCEPTED AS ANGLE POINT IN EASTERLY R/W OF ROUTE 215 PER R1.
8� FOUND 1 " IRON PIPE WITH PLASTIC PLUG, TAGGED COOT, DOWN 1.2, PER R1.
ACCEPTED AS ANGLE POINT IN THE EASTERLY LINE OF RA
9❑ FOUND 1 " IRON PIPE WITH PLASTIC PLUG, TAGGED CDOT, DOWN 1.0, PER Rl.
ACCEPTED AS ANGLE POINT IN THE EASTERLY LINE OF RA
10 FOUND IN IRON PIPE WITH PLASTIC PLUG, TAGGED COOT, DOWN 1.0, PER Rl.
ACCEPTED AS ANGLE POINT IN THE EASTERLY LINE OF RA
11 FOUND 1" IRON PIPE WITH PLASTIC PLUG, TAGGED CDOT, DOWN 1.2, PER R1.
ACCEPTED AS ANGLE POINT IN EASTERLY LINE OF ROUTE 215 PER R1.
12 EASTERLY R/W OF ROUTE 215 PER Rl; ESTABLISHED AT RECORD ANGLE FROM
7-8 AND RECORD DISTANCES FROM F7 PER R1.
FOUND 5/8" REBAR, DOWN 0.1 ' NO MARKS, NO REF., NOT USED, SOUTHWEST
CORNER OF R3; ESTABLISHED HOLDING CALCULATED RECORD DISTANCE OF
968.11 ' FROM ❑1 MEASURED ALONG THE WEST LINE OF SOUTHEAST 1/4 OF
SECTION 10, TJS, R4W, SBM PER R4. MONUMENT LIES NORTH 773526" WEST
0.10' FROM ESTABLISHED CORNER. SET IN IRON PIPE TAGGED LS 5750.
14 NORTHERLY LINE OF PARCEL 7727-01-01 OF R4, ESTABLISHED HOLDING
CALCULATED RECORD DISTANCE OF 575.89' AND RECORD ANGLE FROM WEST
LINE OF SOUTHEAST 1/4 OF SECTION 10, T3S, R4W, SBM PER R4.
15 EASTERLY LINE OF PARCEL 7727-01-01 OF R4, ESTABLISHED HOLDING
CALCULATED RECORD DISTANCE OF 375.28' AND RECORD ANGLE FROM �3
PER R4.
16 FOUND 1 " IRON PIPE WITH PLASTIC PLUG, TAGGED "RCE 17377". DOWN 0.1,
NO REF. AT 1.2' OFFSET FROM ESTABLISHED PROPERTY CORNER. USED FOR
LINE ONLY.
17 EASTERLY LINE OF PARCEL 7727-01-01 OF R4, ESTABLISHED HOLDING
RECORD ANGLE FROM 14 PER R4.
18 FOUND 1 " IRON PIPE WITH PLASTIC PLUG, STAMPED "RCE 26571: UP 0.1 ',
PER R2, ACCEPTED AS THE NORTHWEST CORNER OF PARCEL 1 OF R2.
19 FOUND 1 " IRON PIPE WITH PLASTIC PLUG, STAMPED "RCE 26571 ", UP 0.1;
PER R2, ACCEPTED AS THE NORTHEAST CORNER OF PARCEL 1 OF R2.
20k S.F.N.; INTERSECTION WEST LINE PARCEL 1 OF R2 AND SEC77ON LINE,•
ESTABLISHED HOLDING RECORD DISTANCE OF 450.00' FROM ❑1 PER R2.
21 FOUND 1- IRON PIPE WITH PLASTIC PLUG, TAGGED COOT, DOWN 0.8 ; PER Rl.
ACCEPTED AS ANGLE POINT IN R4.
MAPS & OTHER REFERENCES:
R1
CALTR4NS RIGHT-OF-WAY MAP
NO. 435571-8
R2
PARCEL MAP NO. 36205
P.M.B.
236/17-20
R3
PARCEL MAP NO. 32297
P.M.B.
218/66-70
R4
FINAL ORDER CONDEMNATION
INST
NO. 249946, O.R.
REC. 71711992
R5
PARCEL MAP NO. 36888
P.M.B.
240/1-4
R6
DIRECTOR'S DEED
REC.
1110612015, O.R.
DOC. NO. 2015-0488806
DI
GRANT DEED
REC.
1211612015, O.R.
DOC. NO. 2015-0542889
D2
LLA LL-GP-2023-10271
REC.
410212024, O.R.
DOC. NO. 2024-0095544, O.R.
DOC.
NO. 2024-0095545, O.R.
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RAEC(DRAD C>J= SURVEY
BEING A SURVEY OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT
LL-GP-2023-10271 RECORDED APRIL 2, 2024 AS INSTRUMENT NO. 2024-0095544, TOGETHER WITH PARCEL
B OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT LL-GP-2023-10271 RECORDED APRIL 2, 2024
AS INSTRUMENT NO. 2024-0095545 BOTH OF OFFICIAL RECORDS, LYING WITHIN THE SOUTHEAST QUARTER OF
SECTION 10, TOWNSHIP 3 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
THIENES ENGINEERING, INC. BRIAN L. THIENES P.L.S. NO. 5750
JANUARY, 2021
BASIS OF BEARINGS/GPS TIES•
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM
(CCS83), ZONE 6, BASED LOCALLY ON CONTROL STATIONS "MLFP", "CNPP" AND "P584" NAD83
(NSRS2007) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN HEREON ARE GRID
BEARINGS. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN
PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED
OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A
COMBINATION FACTOR OF 0.999937261. CALCULATIONS ARE MADE AT MONUMENT ❑1 WITH
COORDINATES OF- N.• 2,278,813.149, E.• 6,246,886.997, USING AN ELEVATION OF 1539.88' NGVD29.
THE MAPPING ANGLE AT ❑1 , IS-0•34'1252441 ".
CSRC COBS STATION "MLfP"
NORTH LA7777JDE = 33'55'06.24063"
WEST LONG/TUDE = 11719'04.60200"
04UFORN14 STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 6, NORTH AMERICAN D47UM 1983, (2010.0 EPOCH)
NORTHING = 2,279, 468.185 U.S. SURVEY FEET
EASTTNG = 6,237,668.034 U.S. SURVEY fFET
13 N 2, 279, 781. 154
E 6,246,896.310
(9233.58" GRID)
_ N 88°03'27" E 9234.16'
i
/ \/v 8S° 92�2 20' i ! LLJ \ \
/ �6\9" w CR/p) l-
oci \
♦ IN 42 %g m M o \ \
CD
� / 99ggq �3 N 2,278,8 13. 149 i1023G9 6j GRID` \g \ \ \
E 6,246,886.997 \
/ /, N g8� ELEV.- 1539.88' NAVD88
i%�_�_--.._.--- _-------- -- °54'59" E 199928.99'
N 86
(199916.45' GRID)
CSRC COBS STA7ION "CNPP"
NORTH LA777ZIDE = 33.5127.46404"
WEST LONGITUDE = ll7.3632.06237"
CALIFORN14 STA7F PLANE COORDINA7F SY-57FM (SPCS),
ZONE 6, NORTH AMERIC4N DATUM 1983, (2010.0 EPOCH)
NORTHING = 2,258, J82. 003 U.S. SURVEY fEET
EAS77NG = 6,149,110.967 U.S. SURVEY FEET
GRID TIE DIAGRAM
N. T.S.
br i ill aP
9 �
SHEET 1 OF 3 SHEETS
q�
RECORDER'S STA TEMENT:
FILED THIS DAY OF , 20A'y AT «:�9A.M. I IN BOOK 1003 OF RECORDS OF SURREY, AT PAGES S 2 - sq
AT THE REQUEST OF THE COUNTY SURVEYOR
NO. a 0aq - 01(0a $s5
FEE 3 ' ��-
PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER
BY.• DEPUTY
SURVEYOR'S STA TEMENT.-
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION /N CONFORMANCE W17H THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYORS' ACT, AT THE REQUEST OF OZ/ ALESSANDRO, LLC IN
JANUARY, 2021.
0 e C. 45A24 IZ,4
B !AN L. THIENES DAT
P.L.S. No. 5750
L/C. EXP. 12/31125
PURPOSE STA TEMENT.-
/ gyp,` LA
Np\
cl:- rn o
* n NO. 5750 N ,k
9�OF- CAS-�F��
THE PURPOSE OF THIS RECORD OF SURVEY IS TO ESTABLISH AND MONUMENT
THE BOUNDARY LINES OF THE PROPERTY DESCRIBED IN DIRECTOR'S GRANT DEED
RECORDED NOVEMBER 6, 2015 AS DOCUMENT NO. 2015-0488806, OFFICIAL
RECORDS.
COUNTY SURVEYOR'S STATEMENT:
THIS MAP HAS BEEN EXAMINED /N ACCORDANCE WITH SECTION 8766
OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 3- DAY
OF 20�`�.
DA RID L. MCMILLAN, COUNTY SURVEYOR
COUNTY OF RIVERSIDE
L.S. NO. 8488, EXP. 12/31/2024
CSRC CORS STA77ON "P584"
NORTH LA777UDE = 33.53'33.35703"
WEST LONG/IUDE = 116.57'05.85960"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
NORTHING = 2,269,135.976 U.S. SURVEY FEET
E4577NG = 6,346,737.968 U.S. SURVEY FEET
P` LANp sG
� L • MCA �G
* PLS 8488 z
� 12-31-24 Q-
9��F CA��F��
RIV. CO. 23-081
ori9;na
aoau - of (0as55
0 50 100 200 300
C 1 /4 COR.
SCALE:1 "=100' SEC. 10
3 215.74' (R1, R3)
(215.73' R2)
IN THE C17Y OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RAE7C(DRAD <D/:= SURVEY
BEING A SURVEY OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT
LL—GP-2023-10271 RECORDED APRIL 2, 2024 AS INSTRUMENT NO. 2024-0095544, TOGETHER WITH PARCEL
B OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT LL—GP-2023-10271 RECORDED APRIL 2, 2024
AS INSTRUMENT NO. 2024-0095545 BOTH OF OFFICIAL RECORDS, LYING WITHIN THE SOUTHEAST QUARTER OF
SECTION 10, TOWNSHIP 3 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
TH/ENES ENGINEERING, INC. BRG4N L. THIENES P.L.S. NO. 5750
JANUARY, 2021
COTTONWOOD 6 A VENUE
348.19' (348.17' R5)
L00
I
(DOf
N
il)
C6
N 0
r D N
M
v M
clof O
N
rh
Co
N 'D
N
�
v
t�0
Nc,th
N
N
L
v
N I
�
00
"' 34.77'
ti
29.96' o�, TzT'-A
W top.
o y cp
Nlb
E'LY R/W OF ROUTE 215 PER RI, 1
W'L Y OF PARCEL 7727-01-01 OF R4 1 1�
S 1 /4 COR.
SEC. 10
P.M.B. 218 / 66-70
(575.85' D2)
N 89'51'51" W 575.89' (R4,R6)
PARCEL A
LOT CONSOLIDATION CASE
N0. LL-GP-2023-10271
REC. 4/2 /2024
DOC. NO. 2024-0095544, O.R.
16.01'
16.01'
1.20'
N 89'51'53" W 2866.90' (2866.96' R2; 2866..94' R3)
2302.97' (2303.01' R5)
2651.20' (2651.24 R1; 2651.23' R2; 2651.21' R3; 2651.18' R5)
N 89'52'07" W 10.19'
(10.00' D2, R4, R6)
04 CC?
N SSG
N N
O � p
Whin
� ^ cV
o co
M Nv
N
_ N Zv
SEE DETAIL A'
-� SHEET 3 OF 3
Via, J------ � �—
�y-i —18 --L:7 Lf
1--
g l \ (115.00- D2,R2) I PARCEL B
���9 \\ I �5.08'-- LLA LL-P15-1066I
\ m I I �'�
\_ N
\ N o I PARCEL B
4
12 \ N N I N
❑-''\ \ o m I L14
W'LY LINE OF SE W o I
114 SECTION 10 �6\ 21 \ I CASE N O. L15
\ co
16 0� M v I LL—G P-2023-10271 L1 s
ELY RAW OF ROUTE 215 PER Rl;
W'L Y OF PARCEL 7727-01-01 OF R4 I `� z
I I I REC.4/2 /2024 I _
DOC.
L3 NO. 2024-0095545, O.R.
i o
450.00' (R2) 7 C I q N 89*58'13" E 280.15' (D2, R2)
c
0 ----�N 89'52'07" W 2651.76'(R2, R3) (2651.54' R1; 2651.79' R5)
S'LYL/NE OFALESSANORO BOULEVARD
-1/4 SECTION 10
1a
O
� m
SHEET 2 OF 3 SHEETS
LEGEND.•
( ) - RECORD DATA, UNLESS NOTED OTHERWISE
• - INDICATES FOUND MONUMENT AS NOTED.
0 - INDICATES SET I" IRON PIPE TAGGED, '"L.S. 5750", FLUSH.
NOTE
SEE SHEET 1 FOR BASIS OF BEARINGS AND
MONUMENT AND ESTABLISHMENT NOTES. SEE
SHEET ,3 FOR LINE TABLE DATA.
c)
0
co
WM
N
M
m
n
N
to
CD
N
N
N
to
d-
N
Lo
't.
N
W
N
N
M
b
w
z�
�
z
0
U
w
cn
2201.76'
SECTION LINE
E 1/4 COR.
SEC. 10
4•L
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
BEING A SURVEY OF PARCEL A OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT
LL-GP-2023-10271 RECORDED APRIL 2, 2024 AS INSTRUMENT NO. 2024-0095544, TOGETHER WITH PARCEL
B OF CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT LL-GP-2023-10271 RECORDED APRIL 2, 2024
AS INSTRUMENT NO. 2024-0095545 BOTH OF OFFICIAL RECORDS, LYING WITHIN THE SOUTHEAST QUARTER OF
SEC17ON 10, TOWNSHIP 3 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
THIENES ENGINEERING, INC. BRIAN L. THIENES P.L.S. NO. 5750
JANUARY, 2021
0 50 100 200 300
SCALE:1 "=100'
PARCEL A
N 45'01'18"
53.94' (53.88'
L2
N 89'57'47" E 205.49' (D2)
12.19' (D2)
0
� q
N ,4
W Of
20.73' i (D2)
i I
SEE DETAIL 18" I L12
THIS SHEET `
PARCEL B
LLA LL-P15-1055
LOT CONSOLIDATION CASE
NO. LL-G P-2023-10271
R EC. 4/2/2024
DOC. NO. 2024-0095545, O.R.
N 8T58'13" E 280.15' (D2)
DETAIL "A or
N.T.S.
PP�CE 0.73' (D2) <
L1-Ll�
�- (115.00' R2) ---
115.�8N
0' �
0Nto
vo I GGGP �l 101�1
VV GQ 1
.87' (0.85'
PARCEL B
LLA LL-P15-10661
DETAIL "B
N.T.S.
LINE TABLE
LINE
BEARING
LENGTH (M)
LENGTH (R)
REF.
L1
N 89'52'07" W
115.95'
115.86'
R6
L2
N 89'52'07" W
89.69'
89.60'
89.59'
R6
D2
L3
N 89'52'07" W
123.57'
123.52'
R1
L4
N 61'41'26" W
85.27'
85.37'
R1
L5
N 61'41'26" W
110.39'
110.54'
110.53'
R6
D2
L6
N 28*37'18' W
184.20'
184.19'
184.20'
R1
R4
L7
N 28*37'18' W
179.79'
179.78'
R6
L8
N 60'11'16" E
102.05'
102.04'
102.05'
R1
R4
L9
N 60'11'16" E
86.04'
86.04'
86.05'
D2
R6
L10
N 65"1'06" E
84.30'
84.29'
84.30'
D2
R6
L11
N 65'11'06" E
100.31'
100.30'
100.31'
R1
R4
L12
N O'01'47" W
21.70'
21.91'
D2
L13
N 44'32'48" W
140.67'
140.67'
D2
L14
N 0'01'47" W
27.90'
27.90'
D2
L15
N 45'00' 15" W
31.25'
31.25'
D2
L16
N 89'52'08" W
41.48'
41.48'
D2
L17
N 0'01'47" W
119.51'
119.51'
D2
ori9inGP
aoaN - 01 roa%55
SHEET 3 OF 3 SHEETS
LEGEND.•
( ) - RECORD DATA, UNLESS NOTED OTHERWISE
• - INDICATES FOUND MONUMENT AS NOTED.
0 - INDICATES SET 1 " IRON PIPE TAGGED, "L.S. 5750". FLUSH.
NOTE
SEE SHEET 1 FOR BASIS OF BEARINGS AND
MONUMENT AND ESTABLISHMENT NOTES.
RIV. CO. 2.3-081