cr16_0789CORNER RECORD Document Number � 7
County of R1 NJ EF 51 D California
Brief Legal Description PA('CQLr I or P M -7912(3-7q
5 Ee.34 . 1'!7.j , 13 ` v%f l 5 • C3. nd - APN: 3Z -® 040!::-O
CORNER TYPE
Government Corner ❑ Control ❑
Meander ❑ Property ❑
Rancho ❑ / Other"
)( Date of Survey 112 /
i
(Include: Sec., Twp., Rge. & Meridian or Rancho)
COORDINATES
(Optional)
N.
E.
Zone NAD27 ❑ NAD83 ❑
NAD83 EPOCH
Elev.
Vert. Datum: NGVD 29 ❑ NAVD88 ❑
Meas. Units Metric ❑ Imperial ❑
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished X Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
'57 Z Q2.
A description of the physical condition of the monument as found and as set or reset:
-5E-C+0.
SURVEYOR'S STATEMENT 01
cap' IGUEL A.
This Corner Record was prepared by me or under my direction in conformance with ViLLAaEN01
the Land Survey rs' Act on -22 LS8
e5 -40t? Exp. 1250 1
L.
Signed r R.C.E. Number
COUNTY SURVEYOR'S STATEMENTV N0~
This Corner Record was received and examined ✓�C�: p G.
and filed ua !
:rj
Signed DeputyZounty Surveyor a- 03 X1'16
1
County Surveyor's Comment
Page 1 of 2 f l�
Rev A (2/05)
SURVEY TO RE -ES ARL, R 9HE CORNERS AOR PARCEL 1 OF PARCEL MAP N 14U .8
AS S14OWN IN P.M. 7- /78-79g
REra/ZnS OF COUNTY -01F R7LERSIDE
SURVEYORS NATES
S'URVEYOR'S NO TES
BAS/J OF BLARI/VVJ. ULA(\lIVVJ HCREOIV ARE
0INDICATES FOUND 1" LP., DOWN 6" W/TAG L.S.
BASED ON C.L. OLD ROAD. PER P.M. 73/78-79,
4343 PER P.M. 73/78--79. UNLESS OTHERWISE
BEING N00°11'57"E.
NOTED.
( ) DENO TES RECORD DA TA PER P. M. 73/78- 79.
A INDICATES FOUND 3/4 " I. P., UP 2'; W/TAG RCE
O INDICATES SET I" I.P., FLUSH W/PLASTIC
13234 PER P.M. 73/78-79. CENTERLINE
PLUG L.S. 8509. UNLESS OTHERWISE NOTED.
INTERSECTION OF FISHER ST. & OLD ST.
n INDICATES FOUND 1" I.P.. nn_ wN F" OPEN IN
E INDICATES FOUND 1" I.P., FLUSH", W/TAG L.S.
LIEU OF 1" I.P. W/TAG L.S. 4343 PER P. M.
3365 PER P.M. 73/78-79. CENTERLINE
73/78-79. AFFIXED TAG L.S. 8509,
INTERSECTION OF DEPRAD ST. &OLD ST.
i
I
STAMPED "L. S. 8509" 1N
PARCEL 3
PARCEL
MAP 14,007
PARCEL 4
`3 `D
P.M.
73/80-81 PARCEL MAP 14,007
FOOTING.
P.M. 73/80-81
N89 27'19"E 330.49'
N89 2623"E 330.39'
30
300.49' (330.39')
e
®
o
SET NAIL, LEAD AND TAG
CN
STAMPED "L. S. 8509" 1N
PILASTER CONCRETE
Q '�
FOOTING.
0:� a,
PARCEL
PARCEL MAP 14,008
W �,
P.M. 73/78-79
civ
u
ad
O
mW
N
O p
00
~
z
N43 21 '28"W 22.08' N7150'18 "E 50.03'
'18"W
(N43 21 22.08' (N7150 36'E 50.00) C2
C1
192.75' (192.74')
I 47.00'
® N8926'201 330.40'
"E
I (47.00)
(N89 2638 330.39)
_
GUM WOO® COURT---.
0 0
O�
I DATA TABLE
PARCEL 4
NO. BEARING/ DELTA RADIUS LENGTH
PARCEL MAP 14,008
P.M. 73/78-79
g Cl d=1736'02" 100.00' 30.72'
(
A=17 36'02 " 100.00' 30.72'
C2 t1=18'20'22 - 1 47.00' 1 15.04'
d=18 21 '21 " 47.00' 15.05'