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Document Number 9 Q 9
City of EL CERRITO County of CONTRA COSTA , California
Brief Legal Description PORTIONS OF LOTS 7 & 8, BLOCK 29, HENDERSON—TAPSCOTT TRACT NO.1 (1 M 1)
CORNER TYPE COORDINATES (optional)
N. E.
Government Corner ❑ Control ❑ Elevation
Meander ❑ Property ® Units Metric ❑ U.S. Survey Foot ❑
Rancho ❑ Other ❑ Horizontaf Datum
Zone Epoch Date
Date of Survey 4/1/2019 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8801-8902
PLS Act Ref.: ® 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ❑ Left as found ® Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed.
® See sheet #2 for description(s)
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land eyor's Act on APRIL 8, 2019
Signed e P.L.S. or .
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 14.-./ (s--�O VCW9
8178
and examined and filed .10( q
Signed- P.L.S. e�-R.C_E. No.
Title�,.�� t�•••Cy or
County Surveyor's Comment
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A.P.N. 503-432-013
KSR REF- A-6568
BPELSG-2016 Page 1 oft
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* LS 8178
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KSR J03#20051
Document Number 9 0 9 U —
ALBEMARLE STREET (60' STREET)
BASIS OF BEARINGS 0.12 (R 1)'-�
46.00' 53.9j, — 49.96' —
LO Z�t
S20'30'00"E I 99.93'
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
50.00 (R1&R2)
N20'35'30 V
NORI/ELL STREET (60' STREET)
LEGEND
+ = FOUND CUT CROSS PER R 1
0 = FOUND REBAR & CAP, RCE 13810 PER RI
0 = SET 518" REBAR & CAP, L.S. No. 8178
R1 = 133 PM 48
R2 = 172 CR 33
()= RECORD PER 133 PM 48
S20'32'45"E
99.96'(R1)
o`er,
49.98 (R2)
24.99
49.1,98
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obi
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GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
50.00 (R1&R2)
N20'35'30 V
NORI/ELL STREET (60' STREET)
LEGEND
+ = FOUND CUT CROSS PER R 1
0 = FOUND REBAR & CAP, RCE 13810 PER RI
0 = SET 518" REBAR & CAP, L.S. No. 8178
R1 = 133 PM 48
R2 = 172 CR 33
()= RECORD PER 133 PM 48
S20'32'45"E
99.96'(R1)
49.9& (R2)
49.98 (R2)
24.99
49.1,98
N
LW
o�
N
N
N
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
50.00 (R1&R2)
N20'35'30 V
NORI/ELL STREET (60' STREET)
LEGEND
+ = FOUND CUT CROSS PER R 1
0 = FOUND REBAR & CAP, RCE 13810 PER RI
0 = SET 518" REBAR & CAP, L.S. No. 8178
R1 = 133 PM 48
R2 = 172 CR 33
()= RECORD PER 133 PM 48