cr16_0890CORNER RECORD
Document Nummber11
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City of
County of RI V
5 K 51 y
California
7
Brief Legal Description A VIt
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CORNER TYPE
COORDINATES
(Optional)
Government Corner ❑
Control ❑
N.
Meander ❑
Property ❑
E.
Rancho ❑Other
❑
Zone
NAD27 El
NAD83 EJ
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Date of Survey (e ��
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NAD83 EPOCH
Elev.
Vert. Datum:
NGVD 29 ❑
NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho)
Meas. Units
Metric ❑
Imperial ❑
Corner — Left as found ❑
Found and tagged ❑
Established ❑
Reestablished
W Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner
StF,A FET 2 aF2
A description of the physical condition of the monument as found and as set or reset:
39 W4LOR•Y:S-1i YIIx&foul
This Corner Record was prepared by me or under my direction in conformance with
the Land SurveyygW ct on S (rt 1 7 p) Lo
Signed/ L.S. or R.C.E. Number L_ -17 61)�%
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received /� `��`/ r �� and examined
and filed 11114zj —/6 / C _
Signed Deputy County Surveyor
County Surveyor's
P.L.S. 7910
OF
No.
12-31-
Exp. 16
Page t of 2
Rev A (2/05) �—�1!
SURVEY TO RE-ESTABLISH THE CORNERS FOR PARCEL 4 OF PARCEL MAP NO. 6374
AS SHOWN IN P.M. 20/32, RECORDS OF COUNTY OF RIVERSIDE.
SURVEYOR'S NOTES
BASIS OF BEARINGS: BEARINGS HEREON ARE BASED
ON THE CENTERLINE OF ROBERTS ROAD
PER P.M. 20/32 & 93/54. BEING N89 -5541"E.
() DENOTES RECORD DATA PER P.M. 20/32.
(] DENOTES RECORD DATA PER P.M. 93/54.
{ J DENOTES RECORD DATA PER P.M. 28/55.
<> DENOTES RECORD DATA PER P.M. 9/18.
SURVEYOR'S NOTES
INDICATES FOUND 3/4" IP, FLUSH, W/TAG R.C.E. 862 PER
P.M. 20/32. UNLESS OTHERWISE NOTED.
O INDICATES SET i" I.P., FLUSH W/PLASTIC PLUG L.S. 7910.
INDICATES FOUND I" LP., DOWN 3 W/TAG L.S. 3365 PER
P.M. 20/32.
o� ( ROBERTS ROAD
— NB9 55
'41"' 1.62' 8" BASIS OF BEARINGS
(N89'55'41'E 1321.62') (N89 5541 "E 1321.68']
660.79' (660.81) 660.79' (6
-_q60.81)
/ 777--- 593.70' (59J.721
-- ° - -_ ° 469.77' (469.79) 123.93" 12393 �+
FD. 1 114" I.P. IW/PP FLUSH FD. 1" 1.P. OPEN, FLUSH N423659"W 34.02'0
STAMPED RCE 21740 PER I NO REF. NOT ACCEPTED (N4236'53"W 34.02')
C.R. 11/0705. ACCEPTED p MON. LIES N78'45'15",
C.L. INTERSECTION. (� 0.59' FROM CORNER.
O N �
PARCEL MAP 12614 M h PARCEL MAP 6374 a N
P.M. 93154 ^ ^ P.M. 20132 Mo
PARCEL 4
PARCEL MAP 6374
P.M. 20/32
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Jn\/469.52' _ (469.57) 146.99" 14200'
660.54' (660.56) (660.55) 660.52' (660.57) {660.537
0 0 (N8939"49"E 1321.06' (N8940'33"E 1321.13)
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2
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o PARCEL MAP 7175
o = P.M. 28/55
J
GRAPHIC SCALE
z I FD. 1" LP. W/TAG DOWN 12° N ioo o so ioo
STAMPED L.S. 3259 PER
P.M. 93154, 28/55 & C.R.
11/0705. ACCEPTED C.L. M
INTERSECTION.
l
1 inch = 100 ft.
0
IN
__moi W
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0
0
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FD. 1 114" I.P. OPEN, IN LIEU 1 1/4" I.P. W/TFlG
DOWN 6" STAMPED L.S. 3259 PER P.M. 93/54
& P.M. 28/55. ACCEPTED C.L. INTERSECTION.
660.28' [660.37] 660.22' (660.31)
N89 40'04 E 1320.50' [N89'40'03'E 1320.68]
KROSS ROAD
PLS JOB N0. 16-095
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