rs162_097ZoZqw- 0c)�q 566
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 GOVERMENT CODE AND RIVERSIDE COUNTY
ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT
HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE
PARCEL(S).
DAVI D L, McM I LLAN L.S. 8488
COUNTY SURVEYOR
FOUND LEAD & DISC STAMPED "RCE
11473" IN BOULDER. ACCEPTED AS
THE NORTHWEST CORNER OF
PARCEL 10 PER PM 4/74-75.
I.
P 23
P 69
tio•
P• 24
7- 1'
2 ,+ 941.8 �
M o 59 E
p � 81 1�
41•81 i IN 50.48
01?' 59 E 9 942.38 a V 3p E 5
�t4
81 1017 1p E N g1 1�illillillillillIlIlIlllllllllllllllliiiii.••••o
IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF SURVEY
OF A PORTION OF PARCEL 10 OF PARCEL MAP, RECORDED IN BOOK 4, PAGES 74 AND 75
OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, STATE DF CALIFORNIA. ALSO BEING
A PORTION OF THE RANCHO SANTA ROSA.
LYING WITHIN PROJECTED SECTION 24, TOWNSHIP 8 SOUTH, RANGE 4 WEST, RANCHO SANTA ROSA
E 391.90'
N81p 18106
_.--- --''' �
itE 391.81
17 59
LINE TABLE
LINE
LENGTH
BEARING
L1
185.86'
N 64010'38" W
(LI)
185.88'
N 64011'06" W
L2
83.69'
N 64010' 38" W
(L2)
83.74'
N 64011'06" W
(L2-DD1)
83.74'
N 64011'06" W
(L2-DD2)
83.74'
N 64011'06" W
L3
102.17'
N 64010'38" W
(0)
102.14'
N 64011'06" W
L4
102.17'
N 87010'02" E
(L4)
102.14'
N 87010'02" E
LS
6.16'
N 87°10'02" E
(L5)
6.22'
N 87010'02" E
(LS-DDl)
6.22'
N 87°10'02" E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
Cl
200.05'
400.00'
28°39' 20"
(Cl)
200.00'
400.00'
28°3852"
(Cl-DDI)
200.00,
400.00'
28°38'52"
WAIVED PARCEL MAP 7115
PARCEL 3
GRANT DEED -RECORDED 1ANUARY 4,
2021 AS INSTRUMENT NO.2021-0001210
OF OFFICIAL RECORDS.
CERTIFICATE OF COMPLIANCE NO. 4301 -
RECORDED FEBRUARY 7,1994 AS INSTRU-
MENT NO. 1994-052035 OF OFFICIAL
RECORDS.
KARN ENGINEERING AND SURVEYING, INC.
i—y
/ � \ SEE DETAIL I A
@ RIGHT
311?1
r1v s6o
tti s6o
•9Q, $'� (N 33012' 21
�4
(N 33012'21 S
N 33012
s6o �
9%
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTER LINE OF
CARILLO ROAD AS SHOWN ON P.M.B. 4/74-75, I.E. N 87*10102" E.
0' 100' 200' 300' 400'
GRAPHIC SCALE: 1" =100'
DUNE, 2021
FOUND 11/4" IRON PIPE �FLUSH, WITH
�
PLASTIC PLUG STAMPED RCE 16583 , PER
PARCEL MAP NO.6923, P.M. 21/20-21.
810 16' 30,+ E
550.4V
CORNER ESTABLISHED BY
BEARING/BEARING INTERSECTION,
HOLDING FOUND MONUMENTS AT
NORTH AND EAST BOUNDARIES.
DETAIL "A"
FOUND 1 1/4" IRON PIPE, FLUSH, WITH
PLASTIC PLUG STAMPED "RE 11473",
PER PM 3/1-14.
1
PQM 3�131
13.39'1
2,.49
SCALE: NONE
VICINITY MAP
NO SCALE
C/L EL PRADO ROAD
C/L CARILLO ROAD
-I DOWN 0.4' R%W PER P.M.B. 3/1-14
1,110.64' (1,110.611) M
m
w
m
� BEARINGS -- ____ �-
BASIS o�
N 87010'02" E 1,218.97'
(N 87010102" E 1,218.97')
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED THIS l� DAY OF P4a/�h , 2024, ATjd.q84.M.
IN BOOKOF RECORDS OF SURVEY, AT PAGE-7 AT
THE REQUEST OF THE COUNTY SURVEYOR.
No. Lozq- (Z3141566
FEE Od q-6&
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 PRO-
FESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF CECILIA
CASTE LLAN OS IN MAY, 2021.
Jo<
1-y-ZY
SCOTT R. HARRY L.S. 8464
oNPI LA/y0
a I NO. 8464 1 70
s �TSIN
F �o�� Q
F
kCA���
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS jI
DAY OF _�.� 12024.
DAVI D L. McM I LLAN L.S. 8488
COUNTY SURVEYOR
ONP� LAND
a � Z 0
NO. 8488
9TF 0 F
CAS
STATEMENT OF PURPOSE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT
THE BOUNDARY OF PARCEL 4 OF WAIVED PARCEL MAP 7115, PER
GRANT DEED RECORDED APRIL 26, 2021 AS DOCUMENT N0,
2021-0257889 OF OFFICIAL RECORDS.
SURVEYOR'S NOTES
INDICATES SET 3/4" IRON PIPE, FLUSH, WITH PLASTIC PLUG STAMPED
a„
LS 8464".
INDICATES FOUND, NO RECORD, 2" IRON PIPE, DOWN 0.5' WITH
BRASS DISC STAMPED LS 3160 . ACCEPTED AS DD1 CORNER.
INDICATES FOUND 5/8" STEEL ROD, COPPER COATED, DOWN 0.7' IN
MONUMENT WELL, WITH 1 1/2 BRASS CAP STAMPED RCE 11473 ,
PER PM 4/74-75, UNLESS OTHERWISE NOTED. ACCEPTED AS DD1
CORNER OR P.I.OF CURVE.
INDICATES FOUND 1 1/4" IRON PIPE, DOWN 1.4' IN MONUMENT
WELL, WITH PLASTIC PLUG STAMPED RE 11473 , PER PM 3/1-14,
UNLESS OTHERWISE NOTED.
SNF INDICATES SEARCHED FOR RECORD MONUMENT, NOT FOUND.
INDICATES RECORD DATA AS SHOWN PER PM 4/74-75, OR
OTHERWISE NOTED.
(....] INDICATES RECORD DATA AS SHOWN PER PM 21/20-21.
DD1 INDICATES DATA PER GRANT DEED RECORDED APRIL 26, 2021
AS DOCUMENT NO.2021-0257889 OF OFFICIAL RECORDS.
DD2 INDICATES DATA PER GRANT DEED RECORDED JANUARY 4, 2021
AS DOCUMENT NO.2021-0001210 OF OFFICIAL RECORDS.
1. GRANT DEED RECORDED APRIL 26, 2021 AS DOCUMENT NO. 2021-
0257889 HAS AN ERROR IN THE LEGAL DESCRIPTION. IN COURSE
SOUTH 13°30'40" EAST 1,100.001, THE DISTANCE IS INCORRECT AND
SHOULD READ 1,110.001
.
SEC. 24, T.8S., R,4W. POR, RIV. CO. 21-256