rs161_084-0852-OZ3- 031 q 3 l3
or 14 0 1 yy.,.,t f
k�
PURPOSE OF SURVEY.•
THE PURPOSE OF THIS SURVEY IS TO REESTABLISH THE BOUNDARIES
OF LOT 131 AND LOT 132 DESCRIBED /N THE GRANT DEED RECORDED
OCTOBER 13, 2021 AS DOCUMENT NO. 2021-0604107 OF OFFICIAL
RECORDS AND TO COMPLY WITH SEC770N 8762(b) OF THE
PROFESSIONAL LAND SURVEYORS' ACT.
SURVEYOR'S STATEMENT -
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
MY DIREC770N /N CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION
D/STRICT IN JANUARY 2023
JAA R. McNE1LL, CHIEF OF SURVEYING & MAPPING
P.L.S. 7752, EXP. 12IJ11202J
D- —
D TF
CO UNTYSURVEYOR'S STATEMENT.•
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF R/VERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
r1NL LAND
c.' \�1•�c' R. McNFSG'f'L
Qf O
NO. 7752
�* EXP. 12/31/23 */
THIS MAP HAS BEEN EXAMINED /N ACCORDANCE WITH TC770N 8766
OF THE PROFESSIONAL LAND SYORS' ACT THIS DAY OF
�T 20� .
DAWD L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
CO UNTYSURVEYOR'S NOTE:
THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE
DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE
LAND SHOWN /N 77-IIS RECORD OF SURVEY IS IN COMPLIANCE
WI774 774E PROVISIONS OF 774E SUBDIVISION MAP ACT, DIVISION
2 (COMMENCING WITH SEC77ON 66410) OF 777LE 7 OF THE
GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460.
THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
LEGALLY CRE47FD AND THEREFORE MAY NOT BE BUILDABLE
PARCEL(S).
DAWD L. MCMILLAN, COUNTY SURVEYOR
P.L.S. 8488
/w WAND S\
� ��p L• M CMS,
O� �Z
NO. 8488
:). 12/31 /24 *
BEING A SURVEY OF A PORTION OF THE NORTHEAST ONE QUARTER OF SECTION 9,
TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASELINE AND MERIDIAN
RI VERSIDE COUNTY FLOOD CONTROL & WA TER CONSERVA TION DISTRICT JANUARY 202J
MONUMENT NOTES:
O - FOUND 1 1/4" O.D. IRON PIPE WITH ILLEGIBLE PLAS77C PLUG FLUSH, NO REFERENCE, F77S TIES PER R7, NOT ACCEPTED (SEE SURVEY
NARRATIVE FOR FURTHER INFORMAT70N), MONUMENT IS S5021'08"W 1.1' FROM ESTABLISHED POSITION
O2 _ FOUND COPPERWELD STAMPED "RIV CO TRANS DEPT" DOWN 0.2' PER R9, Fl7S REMAINING SOUTHWESTERLY 77E PER R3, ACCEPTED POSITION
AS THE PERPE77JA770N OF THE CENTER EAST 1116, SEC770N 9, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
O - FOUND COPPERWELD STAMPED "RIV CO TRANS DEPT" FLUSH PER R8, ACCEPTED POSIT70N AS THE PERPETUA770N OF THE CENTER 114,
SEC770N 9, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
O - FOUND 1" I.D. IRON PIPE WITH NAIL AND BRASS TAG "LS 5460" DOWN 1.3, NO REFERENCE, F17S RECORD DATA PER Rl AND REMAINING 77ES
PER R6, ACCEPTED POSIT70N AS THE INTERSECTION OF ALEXANDER STREET AND MOORE S7REET
O - FOUND 1" LD. IRON PIPE WITH NO NAIL AND NO TAG FLUSH, NO REFERENCE, FITS RECORD DATA PER R1 AND REMAINING 77ES PER R3,
ACCEPTED POS1770N AS 774E INTERSECTION OF MEAD S7REET AND MOORE STREET
O - FOUND 3/4" L.D. IRON PIPE W774 60D NAIL IN THE CENTER DOWN 1.1' PER Rl, FITS REMAINING 77ES PER R3, ACCEPTED AS 774E 3/4" IRON
PIPE SET PER Rl
O - FOUND 1" LD. IRON PIPE WITH NAIL AND BRASS TAG "LS 3090" DOWN 0.3; NO REFERENCE, NOT ACCEPTED, MONUMENT IS S3835'10'W 1.0'
FROM ESTABLISHED POSITION, SET MONUMENT AS NOTED AT ESTABLISHED POS177ON
O - FOUND 3/4" LD. IRON PIPE KITH NO NAIL AND NO TAG DOWN 0.9' PER MB 15149, ACCEPTED AS THE 314" IRON PIPE SET PER MB 15149
BEING 7HE NORTHEAST CORNER OF SEC770N 9, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
O - FOUND MAG NAIL WITH ILLEGIBLE ALUMINUM WASHER FLUSH, NO REFERENCE, FITS 77ES PER CR 15-0157, ACCEPTED AS 774E SOUTHEAST
CORNER OF SECT70N 9, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN
SURVEY NARRATIVE.
774IS NARRA 77VE 1S TO EXPLAIN 774E SEQUENCE OF EVENTS LEADING TO 774E LOCA 770N OF THE MONUMENT AT 774E /N7ERSECT/ON OF CAJALCO ROAD
AND BROWN STREET BEING REJECTED AS THE EAST QUAR7FR CORNER OF SEC770N 9, TOWNSHIP 4 SOU774, RANGE 4 WEST BY THIS EVIDENCE BASED
FIELD SURVEY.
774E WEST QUARTER CORNER OF SECTION 10, TOWNSHIP 4 SOUTH, RANGE 4 WEST WAS ESTABLISHED AND A 1- STEEL ROD MONUMENT WAS SET PER
(R10) IN THE YEAR 1921. (R1) SUBDIVIDES THE SOUTHERLY HALF OF THE NORTHEAST QUARTER OF SEC770N 9, TOWNSHIP 4 SOU7H, RANGE 4 WEST
AND FINDS AND ACCEPTS A 1" IRON P/N FOR THE EAST QUAR7ER CORNER OF SEC770N 9 /N THE YEAR 192Z (R11) SURVEYS THE SOUTHERLY HALF
OF SECT70N 10, TOWNSHIP 4 SOU7H, RANGE 4 WEST AND FINDS AND ACCEPTS A I" STEEL BAR FOR 774E WEST QUARTER CORNER OF SECT70N 10 IN
THE YEAR 194Z (R2) SETS 77ES FOR A MONUMENT KITH 774E SOUTHWESTERLY 77E LABELED AS 48.19' IN THE YEAR 1969 AND DOES NOT NOTE THE
CHARACTER OF THIS MONUMENT. (R4) SETS 77ES FOR A MONUMENT NOTED AS A I- STEEL BAR W1774 THE SOUTHWESTERLY 77E LABELED AS 49.51,
IN THE YEAR 197Z (R12) FINDS AND MEASURES A 1" IRON ROD AT THE EAST QUARTER CORNER OF SEC770N 9, TOWNSHIP 4 SOUTH, RANGE 4
WEST IN THE YEAR 1986 BEING THE LAST KNOWN REFERENCE TO THE 1" STEEL ROD SET PER (R10). RIVERSIDE COUNTY FIELD BOOK 2134 AT PAGE
64 FINDS A NO REFERENCE NAIL AND SETS A 1" IRON PIPE W7H COUNTY PLAS77C PLUG IN THE YEAR 1988. (R5) FINDS A NO REFERENCE
MONUMENT BEING A 1 1/4" IRON PIPE WITH PLAS77C PLUG STAMPED "RIV CO SURVEY" AND SETS 77ES WITH THE SOUTHWESTERLY 77E BEING
LABELED AS FOUND WITH A DISTANCE OF 48.51' (49.51' R4) IN THE YEAR 1991. RIVERSIDE COUNTY FURTHER PERPETUATED THE POS1770N OF THE
NO REFERENCE MONUMENT IN THE YEARS THAT FOLLOWED.
774E ESTABLISHED POSITION FOR THE EAST QUARTER CORNER OF SEC770N 9, TOWNSHIP 4 SOUTH, RANGE 4 WEST BRINGS HARMONY TO THE
ORIGINAL LOCA770N OF 1" STEEL/IRON ROD PER (RI) AND (R12). THE CLEAR DISCREPANCY IN SET SOUTHWESTERLY 77E OF (R4) BEING 49.51' TO A
1" STEEL ROD AND THE FOUND SOUTHWESTERLY 77E OF (R5) BEING 48.51' TO A NO REFERENCE 1 114" IRON PIPE WITH PLAS77C PLUG STAMPED
"RIV CO SURVEY" SUPPORTS THE ESTABLISHED POS177ON MISSING (R5) POS1770N BY THE BEARING AND DISTANCE INDICATED FOR MONUMENT NOTE
#1.
THE NO REFERENCE NAIL FOUND /N RIVERSIDE COUNTY FIELD BOOK 2134 AT PAGE 64 COULD HAVE BEEN ONE OF THE CROSS 77ES SET PER (R4).
LEGEND: BASIS OF BEARINGS:
• — INDICATES FOUND MONUMENT AS NOTED
O — INDICATES SET 3/4" IRON PIPE FLUSH W77-1 BRASS
PIN AND BRASS TAG STAMPED "RCFC-WCD"
---- INDICA 7FS STREET CEN7ERLINE
- - - - - - INDICATES ESTABLISHED PROPERTY LINES
INDICATES RCFC-WCD FEE OWNERSHIP PROPERTY LINES
................................ INDICATES ACQUIS1770N AREA BY SEPARATE INSTRUMENT
774E BEARINGS OF THE FIELD SURVEY REFERENCE HEREON
ARE BASED ON THE TWO (2) FOUND MONUMENTS 3 AND 2
BEING NORTH 89'16' EAST PER R1.
REGRESSION DATA TABLE:
L=2648.58' D=N89'16'00"E
POINT,f EXCLUDE OFFSET
1 - 4 NO-0.006'
5 NO 0.013'
6 NO-0.006'
ABBREVIATIONS.
SHEET 1 OF 2
EXEMPT RECORDING REQUEST
RECORDER'S STATEMENT.' PER GOVERNMENT CODE 27383
FILED 77�7[[IS Zh DAY OF (. , 20� ,
A T l f �1b1. IN B OK 6 RECORDS OF SURVEY,
AT PAGE bH-�5 , AT THE REQUEST OF THE COUNTY
SURVEYOR.
No. Z= -03 let!) t
FEE
cm -19-
PETSR ALDANA,, ASSESSOR -COUNTY CLERK -RECORDER
BY CiJCL1e! �' , DEPUTY
RECORD REFERENCES:
Rl -
INDICATES RECORD DATA PER
MAP BOOK 1618
R2 -
INDICATES RECORD DATA PER
77E BOOK 211104
R3 -
INDICA TES RECORD DATA PER
77E BOOK 501183
R4 -
INDICA 7FS RECORD DATA PER
77E BOOK 50/237
R5 -
INDICATES RECORD DATA PER
TIE BOOK 911154
R6 -
INDICATES RECORD DATA PER
77E BOOK 1001215
R7 -
INDICATES RECORD DATA PER
CORNER RECORD 21-0274
R8 -
INDICATES RECORD DATA PER
CORNER RECORD 15-0613
R9 -
INDICATES RECORD DATA PER
CORNER RECORD 15-0614
R10 -
INDICATES RECORD DATA PER
RECORD OF SURVEY 6124
R 11 -
INDICA 7ES RECORD DA TA PER
RECORD OF SURVEY 15138
R12 -
INDICATES RECORD DATA PER
RIVERSIDE COUNTY AUTOMA7ED
MAPPING PROJECT (R. A. M. P MAP)
NW-1/4-T4S_R4W
ESTABLISHMENT NOTES:
OA -
ESTABLISHED BY PARALLEL OFFSET
O -
ESTABLISHED AT MID POINT POS177ON F77S
REMAINING 77ES PER R6
ESTABLISHED BY BEST FIT LINE
O_
(SEE REGRESSION DATA TABLE)
OD -
ESTABLISHED BY INTERSECTION
OE -
ESTABLISHED BY PRORA770N
OF -
ESTABLISHED AT MID POINT
BDC -
BUILDING CORNER
FNC -
FENCE
PL -
PROPERTY LINE
BL -
BLOCK
LD. -
INSIDE D/AMETFR
REF -
REFERENCE
CL -
CHAIN LINK
NL Y -
NOR774ERL Y
SL Y -
SOU THERL Y
EFC -
EAST FACE
O.D. -
OUTSIDE D/AMETFR
WA -
WALL
EL -
EAS7ERLY
OVH -
OVERHANG
Kt -
WESTERLY
RIV CO 23-024
2-0Z3 -03l'?313
�
C) r) , I m /
ACQUISI TION NOTE.•
1 _ 30' RIGHT OF WAY PER BOOK 1406, PAGES
243-244 O.R. RECORDED 101811952
10' RIGHT OF WAY PER QUITCLAIM DEED
2 - BOOK 430, PAGES 156-157 O.R. RECORDED
812211939
P-1 3 _ GRANT DEED INSTRUMENT NO. 491684 O.R.
- RECORDED 1213111996
4 _ GRANT DEED INSTRUMENT NO. 2018-0357618
O.R. RECORDED 91612018
5-1 _ GRANT DEED INSTRUMENT NO. 2021-0604107
O.R. RECORDED 1011JI2021
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF Rll/ERS/DE, STATE OF CALIFORNIA
RECORD OF SURVEY
N8976 00 E 2648.39'
(2648.50' R1)(2648.242' R12)
BEING A SURVEY OF
A PORTION
OF THE NORTHEAST ONE QUARTER OF
SECTION 9,
TOWNSHIP 4 SOUTH,
RANGE 4
WEST, SAN BERNARDINO BASELINE AND
MERIDIAN
RI VERSIDE COON T Y FL OOD CON TROL & WA TER CONSER VA TION DI S TRI C T JA NUA R Y 202J
SEE DETAIL "B"
NOT TO SCALE
r--------------� ----i
NO08.47 E I
880.34 (880' Rl)
D
�� CAJALCO -_ , r
I it I
RD
I / : •• I ti co I
OC '
S50 21 08"W m I
j 1. 1, C� j
L..--------------�--'--_J
4 ll*
5
N.
l �------ 1324.39' (1324.43' Rt)-------/----- ' `------------------- -�
�
1 c
L2
I
I
O �'K
el-
�-
I �'
I
I
I
I
I
SEE DETAIL "C"
NOT TO SCALE
I ISO NECOR
lf�
"OT 131 ! �
4.
MARTIN ST.8
�'
N8975'47 E 2648.58' (N8976 E 2648.86' Rl)
---------------- 1324.19' (1324.43' P.1) ----
12 MOORE ST.
LINE TABLE
LINE I
DIRECTION
LENGTH
RECORD
L1
N0008'52 E
25.00'
(25.00'❑4 )
L2
N89'16'00"E
36.00'
(36.00' �4 )
L3
N00 44'00"W
25.00'
(25.00' ❑4 )
L4
N8976'00"E
36.39'
(36.40' l )
L5
N8976'00"E
63.99'
NO REF
L6
N8976'00"E
47.00'
NO REF
D I
/
------�/�--- ;-----------o-----------------
1324.32' (1324.33' R0
A
I A
I
I o
rc i'30Olpi�Oa�aGG�G�G�Ooo ��
MB iff
OO
sa 1 I
W w
ctck:
0
.00
LINE TABLE
LINE #
DIRECTION
LENGTH
RECORD
L7
N44 41'34"E
47.04'
(47.01' 1
L8
N8976'00'E
33.00'
(33.00' ❑ )
L9
N0008 47 E
33.02'
W.00' ❑3 )
L10
N8976 00"E
99.99'
(100' Rl)
Lll
N8976'00"E
79.99'
(80' R1)
WELLS ST
N8975.54 E 2648 (N8976'E 2648.66' Rl)
--------------- 1324.17' (1324.33' R1)
1264.16' (1264.32 Rl)
1084.18' (1084.32' Rl)
I
I
�o
I
WMIoo
OO(
2�1
n
684.21' (684.28' Rl) 399.96' (4oa' R1) - - - -�- - - - - _ _ _ _ _ -
- - - v -
M N F ! i N8975'570E 1264.15' (N89761E 1264.28' RI) i ---
I � o�
0' 80' 160' p l rn o
2 i 3a' I--WLY LINE LOT 136 v_
1 INCH = 80 FEET A .� I
� I � I
GRAPHICSCALE
�.
30'-{
99.99'
79.99'
f
(100' Rl) I (80' Rl)
00
I
_I
cc
A
Izs
122
�� �� �I�Oo ��
o!ro �
O O
I
O N
0
I F
'o 0
99.99,
I 79.99'
(100' Rl)
(80' R1)
D 7 I _ --SEE DETAIL "C"
51
W fl fl
o� I
I
I
I
4
SHEET 2 OF 2
DETAIL "A"
TOPOGRAPHICAL DA TA
NOT TO SCALE
r------------------
I WAL BL NECOR a5' THICK I
399. 96' I a 4' WL Y AND 2. 6' NL Y OF PL
(400' Rl) 99.99' (100' Rl)
r------------
I NB975 57 E 1264.15' I
(N8976'E 1264.28' RI)
llJ1PTOrNACRESNO �O
I I
t I
I I
BDC 1
9.1' WLY OF PL :1 0VH
7.7' WLY OF PL
I I
0VH
BDC :.
6.6' WL Y OF PL
8. 5' WL Y OF PL ;
{
WAL BL EFC a 5' THICK
0.7' EL Y OF PL
I
I
GA TE
A
I �
WAL BL EFC a5' THICK
0.6' EL Y OF PL
I W
I
I
I o
W
o
�
9,12
�4,
A
a1
O
I o
I �
� z
WAL BL EFC a 5' THICK
0.8' EL Y OF PL
FNC CL
0.5' EL Y OF PL
FNC CL ON PL
LOl
133
FNC CL L2
1.1 ' WL Y OF PL I
3.5' SLY OF PL
I
I
I
L4 -JU-L5--
I I o f W O i L2 i %IN
0 2 b I I o 1 :rn I I a F2
! !
BASIS OF BEARINGS
1324.25' (N8976'E 1324.25' Rl)
A V
A 2 399.97' (400' Rl) j �' L4 I L5 L6 i 8 `,' i................................................................................................................................................
684.18' (684.24 Rl) ! i 399.97' (400' Rl) L10-y I
................ .
0 0 399.97' (400' Rl) t I L 10 L 11 I I
�1324.14' (1324.25' Rl) .L____ _ � oSEE DETAIL "B"
•-------------------------- ---------------- -----ii- ----
N8976'00"E 2648.39' (2648.50' Rl)(2648242' R12)
I I
m CAJALCO RD. E E 1 D
I
I
' I CAJALCO RD.
1324.14' (1324.25' Rl) I
NO 06'47"W 2651.49' I "
(2651.380' R12) I
-~' ; N8976 00 E 2648.39'
(N8976'E 2648.50' Rl)
-------------------
----
f RIDER ST. --------------------------------------------
9