cr17_0440CORNER RECORD Agencylndex
Document Number
City of �.i�IE�S 17F, County of 1Z \y�_izst PC California
Brief Legal Description LOS 91'10, `Qf PKSff li-E 14ILLS T`LAaT , Mid 13,/0 -, WITH'" SGc IT35 d��w
CORNER TYPE
Government Corner ❑ Control
Meander ❑ Property
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey 00VQ450i 10, 201.0 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
N.
❑ Elevation
Units
COORDINATES (Optional) �i•��o
E.
Metric ❑ U.S. Survey Foot ❑
PLS Act Ref.: N 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: , Found and tagged , Reestablished ❑ Referenced ❑ Post -Construction
N rative of corner identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description(s):
SURVEYOR'S STATEMENT �PA, Q
W.
This Corner Record was prepared by me or under my direction in conformance with
the Professional Lan rveyors' Act on_ No. 513
613-7
Signed P. r R.C.E. No.N �kp
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received C -,F —/ 7
and examined and
`��,��
Signed P.L.S. or bio.
.0
tl
,4�L&
Title
bra;
k
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Document Number s0—c -'/'%o Agency Index
SFN. TIES PER CITY PLAT 3589 & BOUNDARY RETRACEMENT SURVEY
COUNTY F6 953/13 ALSO NOT FD. LOTS 9 & 10, BERKSHIRE HILLS TRACT
N68'02'25"W 173 60'
Lo
I LENOX AVE
N FD SPIKE W/ PUNCH, NO TAG
DN 0.10 PER RS 142/73
'5
150.49' 0.4
(155') & CRFB 953/15
FD 3/4" IP W/TA
LS 3547, DN 0.8C
ACCEPTED AS NW
COR LOT 8, MB
13/57
SURVEYOR'S NOTES:
0.19 (50.15')
• MONUMENT FOUND AS NOTED
O SET 1" IRON PIPE W/ PLASTIC
PLUG, PLS 5137, FLUSH $
() INDICATES RECORD DATA PER
MB 13/57, BERKSHIRE
HILLS TRACT
1. THE SOUTHEAST CORNER OF LOT
10 WAS ESTABLISHED BY
PRORATION. HOLDING THE SOUTH
LINE OF LOTS 9 AND 10
PARALLEL TO THE CA OF
PONTOOSUC AVE. PRODUCED A
POSITION ONLY 0.01' AWAY FROM
THE PRORATED POSITION,
1 "=40'
06
M
Ln
0
00
in
r
3
0
M
N
tD
N
z
FD 1" IP W/ NAIL/
UNDER CONCRETE
FOOTING. NO REF.
ACCEPTED AS SW
CORNER LOT 9
MB 13/57. WIRED
TAG TO PIPE,
PLS 5137
13
100.30'I (-10- o-
FD 3/4" IP W/ NAIL
DN 0.80'. ACCEPTED
AS NW COR. LOT 9,
MB 13/57. SET PLUG
PLS 5137 1
9 1 10
SFN ISFN. EST. BY
PRORATION
M
CV
N
O
M
S63'33'37"W 1100.09' (100.00')
12
11
S63'33'08"W 734.65' (734.72')
PONTOOSUC AVE.
FD NAIL & TAG, RIVERSIDE FD NAIL & TAG, RIVERSIDE
CITY ENGINEER, FLUSH, PER CITY ENGINEER, FLUSH, PER
CITY TIE PLAT 05-352 CITY TIE PLAT 05-353
BPELSG-2016 Page 2 of 2
25'
25'
A
V
pq
T.
aD
M
3
°oo SFN
i�
t0
N
z