cr15_0128NOTICE: Filing this Corner Record does riot relieve you of filing a Record of Survey when it is required by the Professional Land Surveyors' Act.
CORNER RECORD BOOK /PAGE _Z /
City of
Riverside
County of
Riverside , California
Brief Legal Description Starlight Ct. & Burge St.; Sectio 14, Township 3 South, Range 6 West, S. B.M.
(Include: Sec., Twp., Rge., and Meridian or Rancho)
CORNER TYPE COORDINATES (Optional)
❑ Government Corner
❑ Meander
❑ Rancho
❑ Date of Survey _
■ Control
❑ Property
❑ Other
11/17/14
N.
E.
Zone
NAD 83 Epoch
Elev.
Vert. Datum:
Meas. Units:
• NGVD29 ❑ NAVD88
• Metric ❑ Imperial
Corner — ❑ Left as found ❑ Found and tagged ❑ Established ■ Reestablished ❑ Rebuilt
Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner:
Found and described on th reverse of this sheet.
A description of the physical condition of the monument as found and as set or reset:
See Page 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with the
Professional Land Surveyor's Act on //1 , 2015
- --, - / ✓/, "e®
Signed
L.S. or 8294
A Cq �`ap
n� O '�
� No. 8294 �
Exp. 12/31/15
\F CAQ ��
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received . cc �, / .7-_v /,S and examined
and filed /tea / _.__.__.... , 20 - IT —
Signed _ testy County Surveyor
-- - —A
L.S. or R.-&.-E- _7
County Surveyor's Comment
No, 761
+:J
E 12-31 �y> i
�'„fs. �1f
O
THE FILING OF TWS_CO RECOR9
DOES NOT RELIEVE THE SURVEYOR
__.. — -ROiaii MY OF THE
_ FILING_OF_A_RECQg - nF e) iaw�v
❑ NAD27 ❑ NAD83
A.P.N. Page I of 2 FILE NUMBER ( r;
(Optional. For future indexing)
BOOK/PA 1 012,
FD. 3/4" IP TAGGED "RCE 10410"
I'ismax i
FD. LEAD & TACK IN
CURB, NO REF.
/ FLUSH PER R1, SET SPIKE &
WASHER STAMPED IS 8294"
IN AFTER CONSTRUCTION.
FD. LEAD & TACK IN
CURB PER R1
_ 39.47',
FD. LEAD & TAC
IN CURB. Nn RF
N. T. S.
FD. LEAD & TACK
IN CURB, NO REF.
® __FD. MONUMENTS AS NOTED - --
( ) RECORD DISTANCES PER R1
R1 REFERENCE PER CITY OF RIVERSIDE TIE 7,392
30.28'
FILE NUMBER Page 2 of 2 O� 10- 19839 -466 Rev. 11111