cr18_0029CORNER RECORD Agencylndex _ 1 �0AA
Document Number 'Z -
City of TEMECULA County of RIVERSIDE , California
Brief Legal Description LOT 9, TRACT NO. 8211 M.B. 89/96-98; SEC. 7, T 8S., RRW.
CORNER TYPE
Government Corner rj Control rj
Meander rl Property
Pq
N.
Elevation
COORDINATES (Optional)
E.
Units Metric ri U.S. Survey Foot
Rancho Lj Other Lj Horizontal Datum
X Zone Epoch Date
'I Date of Survey October 11, 2017 'Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: Z 8765(d) El 8771 8773 Other:
Corner/ FX -]Left as found ❑ Established ❑ Rebuilt Pre -Construction
Monument: El Found and tagged ❑X Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Q✓ See sheet #2 for description(s):
R(%ILLASENOR
MIGUEL A.)
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
P
the Professional LandSurveyors' Act on October 17, 2017
l�f �/7��� CF C AL1F
Signed P.L.S. or R.C.E. No. 8509
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received l _ 1-7-11
and examined and filed
Signed ,— P.L.S. or R No.
Title C 06r7y- % (/1-2 �c1,'
County Surveyor's Comment
BPELSG-2016 Page 1 of
uocument Numper
inaex
SURVEY TO RE—ESTABLISH THE CORNERS FOR LOT 9 OF TRACT 8211 AS SHOWN IN
N M.B. 89/96-98, RECORDS OF COUNTY OF RIVERSIDE.
1 ,
10
"E 22p.110
7 I N71•30a25 "E220
'
S.N.F.
33�
S R.S.11113
RE-ESTABLISHED 40'
<r`
.,
WESTERLY AND
r T
PARALLEL TO THE
It 14-
z
to to
WEST LINE OF LOT 12
z
TRACT NO. 8211
PER M.B. 89/96-98
M.B. 89/96-98.
AT THE RECORD
DISTANCE FROM R/W.
o 0
o
I
cso
FD. 2" LP, DN. 2"
TAGGED L.S. 2602 PER
11 /
FD. 1 1/4" I.P., DN.
3" TAGGED L.S. 5266
PER R.S. 126/26.
20' S
R. 126/26
40'
12
TRACT NO. 8211
o�to M.B. 89/96-98.
00
14-14-
3 3
:t�
wl to
00 /
z z, FD. I" I.P., DN. 2"
TAGGED L.S. 5266 PER
R. S 126/26.
61
R.S. 111/13. 63 ��, (N63 4, / GO RO
I 3' �2 � ,kp � P
66 5P� j
r
100 GRAPHIC SCALE 0 50 100
1 inch. = 1.00 ft.
PLS JOB No. 17-098
� SURVEYOR'S NOTES
BASIS OF BEARINGS BEARINGS HEREON ARE
BASED ON THE CENTERLINE OF SANTIAGO ROAD
PER M.B. 89/96-98. BEING N 6341'46" E.
() DENOTES RECORD DATA PER M.B. 89/96-98.
J DENOTES RECORD DATA PER R. S. 111/13.
0 INDICATES SET 1" I.P., FLUSH, WITH TAG "LS 8509':
* INDICATES FOUND 1 1/4" I.P. (O.D.) DOWN 0.50,
STAMPED L.S. 2602, PER M.B. 89196-98 & R.S.
111/13. UNLESS OTHERWISE NOTED.
■ INDICATES FOUND 1 1/4" I.P. (O.D.) DOWN 1.50,
STAMPED RCE 21914, PER M.B. 89/96-98.
BPELSG-2016 Page 2 of 2
33�
9
<r`
ul
TRACT N0. 8211
r T
M.B. 89/96-98.
It 14-
z
to to
z
33
8 o i�
20'
N
Zz
FD. 2" LP, DN. 2"
TAGGED L.S. 2602 PER
11 /
FD. 1 1/4" I.P., DN.
3" TAGGED L.S. 5266
PER R.S. 126/26.
20' S
R. 126/26
40'
12
TRACT NO. 8211
o�to M.B. 89/96-98.
00
14-14-
3 3
:t�
wl to
00 /
z z, FD. I" I.P., DN. 2"
TAGGED L.S. 5266 PER
R. S 126/26.
61
R.S. 111/13. 63 ��, (N63 4, / GO RO
I 3' �2 � ,kp � P
66 5P� j
r
100 GRAPHIC SCALE 0 50 100
1 inch. = 1.00 ft.
PLS JOB No. 17-098
� SURVEYOR'S NOTES
BASIS OF BEARINGS BEARINGS HEREON ARE
BASED ON THE CENTERLINE OF SANTIAGO ROAD
PER M.B. 89/96-98. BEING N 6341'46" E.
() DENOTES RECORD DATA PER M.B. 89/96-98.
J DENOTES RECORD DATA PER R. S. 111/13.
0 INDICATES SET 1" I.P., FLUSH, WITH TAG "LS 8509':
* INDICATES FOUND 1 1/4" I.P. (O.D.) DOWN 0.50,
STAMPED L.S. 2602, PER M.B. 89196-98 & R.S.
111/13. UNLESS OTHERWISE NOTED.
■ INDICATES FOUND 1 1/4" I.P. (O.D.) DOWN 1.50,
STAMPED RCE 21914, PER M.B. 89/96-98.
BPELSG-2016 Page 2 of 2