HomeMy WebLinkAboutS-224503EAST LINE OF
GOVERNMENT LOT 4
441.16'
1 s 014027" w
S 01 '40'08" (KCA
U W
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ro
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a
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R 3 -23 -5 'O '
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4
--2! 2209
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EXISTING WOODEN FENCE O
I
30' INGRESS /EGRESS AND
UTILITIES EASMENT PER
RIDGEVIEW ESTATE PLAT I W T Lo N i it I R
CN
RID GE VIE W ES TA TES
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n
— / r r 7 / — X 18 19_'5 Ol 40'08" W (KCAS ° 61
318.64' S 01 40'27 W ME� — —
SS
(DEED)
I MIN FF = 42750
S)
I-
I.E. = 423.94
STA: 0 +29�
M
END EX. SS S
CONTRACTOR TO
M W
��
I VERIFY LOCA770N
,COI' I
AND INVERT EL.
,
MIN.'FF 42 50'/
o�
to
OT 5
hl
( 5 SECOND INSTRUMENT )
00 00
)/
SURVEY METHOD: FIELD TRAVERSE
L o
METHOD
DATE OF SURVEY: NOVEMBER 1994
LuLu
RID GE VIE W ESTATES
NW CO
MON
/
(10/9
4D
a�
SS
STUB
= w'
I MIN FF = 42750
424.94
I-
I.E. = 423.94
STA: 0 +29�
b •s� /
END EX. SS S
CONTRACTOR TO
M W
��
I VERIFY LOCA770N
,COI' I
AND INVERT EL.
,
MIN.'FF 42 50'/
o�
to
OT 5
hl
N TE1 ROAD
?t 29.33' ( 5361
SS STUB SS STUB
SS U I.E. = 4-
I.E...= 4P5-6
. �3 � 425 49-
E.
t: 1 +48.43. 7.
SSMH # 1 TYPE ,,BB 4"
RIM EL. = 4f8 4 8.78'
I.E. 424•-7G• 4 4 98�
-- _- --- -- -;yr - - -- -- ---- . - --
/ /,, ah LOT 5 la hd LOT 4
ro
" I
I
RID GE VIE W ES TA TES
MON IN CASE
GRAPHIC SCALE
`h
20 0 10 20 40 80
JXO -------------- - - - - -- ( IN FEET )
s — SCALE. 1 = 20
jVCORTES AVE N.E.
90.43' 1 C 340. )SAD)
/ 5U.39'
SS STUB
I.E. = 424194-
;.'
MIN. FF = 428.30 I
LOT 2 - - -,
I MIN FF = 42750
424.94
I-
I.E. = 423.94
STA: 0 +29�
b •s� /
END EX. SS S
CONTRACTOR TO
M W
��
I VERIFY LOCA770N
AND INVERT EL.
to
OT 5
hl
( 5 SECOND INSTRUMENT )
m
MI . FF = 427.00
;.'
MIN. FF = 428.30 I
LOT 2 - - -,
I MIN FF = 42750
BASIS OF BEARING =KCAS DATUM
I.E. = 423.94
b •s� /
MIN. FF = 428.76
M W
��
\1 a
NOTES: SURVEY EQUIPMENT USED IS
d e�
1 i
85.60' 5J.61'
315.473' 5 01'40'27 - W (DEED) •
315.47' S O1 4008" W (KCAS) -
UNPLATTED
b
39'
o�
M- == -------------------------
m
SOUTH LINE OF GOVT LOT 4
°
o m
\
RIM EL. = 430.37
BASIS OF BEARING =KCAS DATUM
I.E. = 423.94
z00
QW
M W
��
\1 a
NOTES: SURVEY EQUIPMENT USED IS
NIKON TOTAL STATION DTM -A10LG
o o
( 5 SECOND INSTRUMENT )
m
o
SURVEY METHOD: FIELD TRAVERSE
L o
METHOD
DATE OF SURVEY: NOVEMBER 1994
LuLu
RID GE VIE W ESTATES
"AS -BUILT DRAWING PREPARED FROM 8 VERIFIED
R
BY FIELD SURVEY PERFORMED BY TOUMA ENGINEERS.
0
0
v3+
kr)o
�
0000
co(l)
30.00'
CHECKED FOR COMPL!" .-
TO CITY STANDARDS
(� Date 37 -5b
430 :..._..... .._ ...................._.._..._ 1 i6 . .:.............._._,........... .�.. 0-- D
� ate UM�_
Date -
RECOMMENDED
FOR APPROVAL
BYLzl7.gngar�e -fjIIK
BY_ -
pJLF 420
RIM' EL. ...�.:2B 3t .4.28 B . 8... V C.. SS... 5.. 8. m.. PVC •. 420 R/M EL. 3 430.37 v _ f 'f
H 4" c :0.6291
/ . _ 7 ... ..:...
I.E. =-4z4-7-6424.q8'
E _
I.E. 94 3
i DATUM oLEV A FORT/ ON OF THE N. W. 114 OF THE N. W. 114
OF SEC. 3, TWN. 23 N., RGE. 5 E., W. M.
I'd r�6 0)
N, RENTON, WASHINGTON
1+00 1 0 +00
' U
CONTRACTOR TO y fi Tp
VERIFY L0CA T7 ON bor *as
AND INVERT EL.
0490
V r
ZONAL