HomeMy WebLinkAboutS-290501F—
i-A
0j
c/)
I
v �-
I
a
0
LIBERTY RIDGE
FUTURE DEW
WT - 32 2830 W
EDMONDS AUE NE �e
w 1 +60, 28 LF.
N 179,7273456 �-
E 1,306,148.5079 Z !
( EDMONDS AVENUE W 2257) G 119
e PC = 7457-97
N w ,' FF 246.69
Ex $CB
1+13 30 LF.
BEN ., 6 lE 239.4 j
�z RECREA77ON ". , 120
vi�
24
H I I � 23
a
z
0
N 22
o
0
o;
N
^ N
O
I O
O
O ti
N V
W
_N Q
,q
O
IS SEC. 16
tic
E�X 2
y
23 N., RGE. 5 E., W.M.
LIBERTY RIDGE PHASE If NOTE.• SEE SHEET 39 FOR PROFILE OF
FUTURE DEI+OPAfEAIT I FERNDALE AVENUE NE AND ALLEY C
,MH ERE-15-60' ( r _ a TRIIlm s
MJ79 590.2276 "Na
E 1,306494.6792
TRACT C
? OPEN 'SPACE/
RECREAAON
INT" 6111.78 NE *1ST ST.
= 1 +OD FFRNDAIF AVF NF
z EX SDMH II EX. .;
4 +B1
4 +5i 47 11.-// I I 6 lE
6 IE 39.0 II 5 +3'
FF 246.88 6 IE
6 lE 238.9`. I
121 122 123
FF 246.72 247.48
SSMH 20 .,. II EX 24
126 127 128
125
} FF 249.82 � 249.
FF 249.32
24B.68 e
ROLL 773
s
1`
N
,. ...w.•� ,ter" �
= 7 +00 FERNDALE CT.
Project
Civil Engineering
Land
had Use
SSMH 19 .a
62 12:00 LT
OPEN SPACE/
p LANDSCAPE
\ 3 e \ •
EX_ SOMH 1
etnre
D Design
�N `$,tea -, PT 3 -14414 °� f
Ex
Q r,
=SDI EX. 30 ®SD
\
INT 3 +76.62 NE 1�T Sl. �
1 +00 ALLEY C o
WT - 32 2830 W
EDMONDS AUE NE �e
w 1 +60, 28 LF.
N 179,7273456 �-
E 1,306,148.5079 Z !
( EDMONDS AVENUE W 2257) G 119
e PC = 7457-97
N w ,' FF 246.69
Ex $CB
1+13 30 LF.
BEN ., 6 lE 239.4 j
�z RECREA77ON ". , 120
vi�
24
H I I � 23
a
z
0
N 22
o
0
o;
N
^ N
O
I O
O
O ti
N V
W
_N Q
,q
O
IS SEC. 16
tic
E�X 2
y
23 N., RGE. 5 E., W.M.
LIBERTY RIDGE PHASE If NOTE.• SEE SHEET 39 FOR PROFILE OF
FUTURE DEI+OPAfEAIT I FERNDALE AVENUE NE AND ALLEY C
,MH ERE-15-60' ( r _ a TRIIlm s
MJ79 590.2276 "Na
E 1,306494.6792
TRACT C
? OPEN 'SPACE/
RECREAAON
INT" 6111.78 NE *1ST ST.
= 1 +OD FFRNDAIF AVF NF
z EX SDMH II EX. .;
4 +B1
4 +5i 47 11.-// I I 6 lE
6 IE 39.0 II 5 +3'
FF 246.88 6 IE
6 lE 238.9`. I
121 122 123
FF 246.72 247.48
SSMH 20 .,. II EX 24
126 127 128
125
} FF 249.82 � 249.
FF 249.32
24B.68 e
ROLL 773
s
1`
N
n
J
H r
w
t»
d
�o
C7 �
n N-,y
o �y
~ tzn v
D
,Q
V ,
Project
Civil Engineering
Land
had Use
Management
Surveying
Planning
/
landscape
Site
etnre
D Design
11814 115th era NB
esig.
Mrkbrd. NA 9834 -M
/
Tel 425BEIJM
TaM Free MOAB&=
Fax 42MI.9481
wn.}rindueoc cam
SCALE: 1" = 40'
~
e,.
W
0 20 40 00
a
2
L
NOTE. • REFER TO THE APPROVED ROAD
AND STORM DRAINAGE PLANS FOR THE
O
FINAL LOCATION OF THE NE 1ST STREET
Q LL,
LANDSCAPE BUMPOUT LOCATIONS
Z W
QC
Q
�
y
NOTE.• ALL EXIS77NG TOPOGRAPHY
PROVIDED BY M.A. SEGALE, INC.
�C
AND RINGEL AND ASSOCIATES
A
y
NOTE. ALL EXIS77NG SSMH INFORMATION
SHOWN WAS PROVIDED BY RINGEL AND
,'
Q
\
2
2
ASSOCIATES
1�
W
HORIZONTAL DATUM: NAD 198311991
BASIS OF BEARINGS HELD BEARING OF NO705'10 E BETWEEN THE
NORTHWEST CORNER OF SECTION 16, TWN. 23N, RGE. 5E., W.M., (CITY
OF RENTON MON. #612) AND THE WEST QUARTER CORNER MONUMENT
OF SAID SECTION 16. THE BEARING 75 FROM STA TE PLANE
PERIVED.
COORDINATES FOUND IN THE CITY OF RE, TON SURVEY CONTROL
NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN
THE IMMEDIATE AREA.
v
q Q
VERTICAL DATUM. NAVD 1988
BENCHMARKS
ORIGINA77NG BENCHMARK.• CITY OF RENTON MONUMENT 1612 - TOP
OF MONUMENT IN CASE. ELEVATION 260.068.'
BENCHMARK 11 - X' IN SIDEWALK AT SE. QUADRANT OF
ryk5
O
INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION
272.48.'
p
tS
BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER
p K'
OF SECTION 16, TAN. 2371, RGE. 5E., W.M. ELEVATION 31280.'
g b
BENCHMARK 13 -TOP OF 1 -1/4' REBAR AT THE NORTHWEST SIDE
o E
OF A SET OF 6 POKER POLES BETWEEN 7W0 (2) RETENTION/
-950'
= n
DETENTION PONOS APPROXIMATELY EAST OF KEST QUARTER
CORNER OF SECTION 16. ELEVATION 259.77'
m B S
n
J
H r
w
t»
d
�o
C7 �
n N-,y
o �y
~ tzn v
D
,Q
V ,