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6660 S.F.
36 4
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61055 S.F.
4488 38 S.F.
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62105 S.F.
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42 41-
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BASE EXCAVATION OF ANY SOFT SURFACTING TOP COURSE
MATERIAL MAY BE REQUIRED 3 -1/2" COMPACTED DEPTH
BASED ON SOIL CONDITION. CRUSHED SURFACING BASE COURSE
S.E,138TH PL., S.E. 139TH PL.,
AND 163RD PL. S.E. SECTION A -A
SCALE: 1 " =10'
SOUTH NORTH
r5' TEMPORARY STRIP
CONSTRUCTION
EASEMENT --210.
�TEMPORARY
CUL-DE-SAC 4" THICK 6" VERTICAL
EASEMENT CONCRETE CURB (TYP)
(PUBLIC) SIDEWALK MIN. 12" COMPACTED BASE TO
DEVELOPER TO
COORDINATE WITH 2" COMPACTED 95% DRY DENSITY. OVER
SCHOOL DISTRICT FOR BASE EXCAVATION OF ANY SOFT
TEMPORARY MATERIAL MAY BE REQUIRED
TURN - AROUND BASED ON SOIL CONDITION.
EASEMENT. R =52 S.E. 139TH CT. SECTION B -B
zSCALE: 1"=10'
r CE STATIONING
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5215) D 0.44'
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II
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EXISTING ASPHALT
EXISTING
HOUSE TO
II BE REMOVED
PARCEL i
WATERLINE
1
6931 S.F.
'DADA F
(TYP.)
5463 S.F.
SITE PLAN AND HORIZONTAL CONTROL PLAN
FOR
%1*zz A
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
I
PARCEL t I PARCEL t
3
6660 S.F.
S.F.
6105 S.F
4488 S.F.
I �
I I
LIBERTY LANE I
]VOL. 113, PG. 21 -221
I i
I I
I H I
I PARCEL t C3
14306500090
6660 S.F.
36 4
8 S.F.
61055 S.F.
4488 38 S.F.
�: •�� -�
S.F.
62105 S.F.
III (TYP.)
42 41-
3828 S.F. I 4403 S,
ANU PUIJLIC I i U� I I CURB Cl
SIDEWALK EASEMENTI g1�9�IIII I.' f 30 29 my _ 2 ' ' (TYP.)
28
5300 S.F. T" 1 5300 S.E a 27 26 $ '
m I 360 S.F. I 5300 S.F 53 0 S.F. I} 24
o
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J I 5300 S.F.
f �
-
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(IH 5' (TYP) BUILDING 20' HOUSE y I
SETBACKS SETBACK (TYP.)
N %r (TYP.)
rl 1h_
PARCEL t
145/50
0100
PARCEL t
145750
0106
TRACT 'A'
STORM POND
(PUBLIC)
48,220 SF
PARCEL i 145750 o145
(PLAT Of LIBERTY GARDENS L
CRY OF RENTON FILE t
LUA -M-093)
25' GARAGE
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o
52 8 S.F.
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1
I
PARCEL t
43065000701
TEMPORARY sc`
CUL -DE -SAC
EASEMENT
9 (PUBLIC)?
9984 S.F.
7518 10 S.F.
SOUTH AND WEST NORTH AND EAST
C
i
4" THICK 6" VERTICALS
CONCRETE CURB (TYP) 4" COMPACTED DEPTH
SIDEWALK HMA (2 LIFTS)
MIN, 12" COMPACTED BASE TO
2" COMPACTED-/ 95% DRY DENSITY. OVER 2 -1/2" COMPACTED DEPTH CRUSHED
BASE EXCAVATION OF ANY SOFT SURFACTING TOP COURSE
MATERIAL MAY BE REQUIRED 3 -1/2" COMPACTED DEPTH
BASED ON SOIL CONDITION. CRUSHED SURFACING BASE COURSE
S.E,138TH PL., S.E. 139TH PL.,
AND 163RD PL. S.E. SECTION A -A
SCALE: 1 " =10'
SOUTH NORTH
r5' TEMPORARY STRIP
CONSTRUCTION
EASEMENT --210.
�TEMPORARY
CUL-DE-SAC 4" THICK 6" VERTICAL
EASEMENT CONCRETE CURB (TYP)
(PUBLIC) SIDEWALK MIN. 12" COMPACTED BASE TO
DEVELOPER TO
COORDINATE WITH 2" COMPACTED 95% DRY DENSITY. OVER
SCHOOL DISTRICT FOR BASE EXCAVATION OF ANY SOFT
TEMPORARY MATERIAL MAY BE REQUIRED
TURN - AROUND BASED ON SOIL CONDITION.
EASEMENT. R =52 S.E. 139TH CT. SECTION B -B
zSCALE: 1"=10'
r CE STATIONING
y
ti
_2 %_ _297
4" COMPACTED DEPTH
HMA 2 LIFTS)
2 -1/2" COMPACTED DEPTH
RUSHED SURFACING TOP COURSE
3 -1/2" COMPACTED DEPTH
'RUSHED SURFACING BASE
ADA RAMPS
(TYP.)23
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3" COMPACTED ASPH
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76
PRIVATE
IILITY EASEMENT'S
TEMPORARY
SCALE: 1" =10'
1.2
0
-Op'Y,
CONSTRUCTION
WEST EAST
5598 S.F.
30`
EASEMENT
R/W R/W
"
35.0' (ROW DEDICATION) STATION
ar- --
EXISTING
10'
3'
5' TEMP.
LANDSCAPE
g.0'
PLANTER
20'
EASEMEN
2
r
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(I ')
&PUBLIC
CONIC.
STRIP
_
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SIDEWALK
WALK
VARIES
0.5'
13
pJ
EASEMENT
0 5
VERT.
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675
F
CURB
GUTTER
1 2, -
O
2%
2
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(TYP.) F
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14 C2
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5598 S.F.
MIN. 12" COMPACT CRUSHED SURFACING TOP COURSE.
Y'`-`arr
OVER EXCAVATION OF ANY SOFT MATERIAL MAY BE 3 -1/2" COMPACTED DEPTH
OVER
2'
REQUIRED BASED ON SOIL CONDITION. CRUSHED SURFACING BASE COURSE.
- - --
10' LANDSCAPE
164TH AVE SE NEIGHBORHOOD COLLECTOR
BS.F.
AND PUBLIC
SIDEWALK EASEMENT HALF STREET IMPROVEMENT SECTION F -F
55
,,,,,,,,,,, °-
-1 -
�
2'
+
Vl�
NOT TO SCALE
WEST
EAST
STATIONING R /W'
R/W
0
.O.W.
10'
30 (HALF ROW)
30'
55986S .F.
M'
,..,.
DEDICATION
LANDSCAPE
ADA RAMPS
(TYP.)23
Fa 6584 S .
1�t
WEF2
17
6916 S.F.
22
6424 S.F. 64 0 S.F. 165 9oS.F. I 19
TTT 5691 S.F.
6•
-R =25'
(NP.)
PARCEL t
132305
9038
10' LANDSCAPING
AND PUBLIC
3:1 MAX. -
SLOPE
4" CEMENT
6" VERTICAL) � COMP. DEPTH HMA (2 LIFTS)
CURB (NP) 2 2 1/ 1/2° COMP. DEPTH
CRUSHED SURFACING TOP COURSE.
)MPACTED BASE 3 1/2" COMPACTED DEPTH
V DENSITY. OVER CRUSHED SURFACING BASE COURSE.
CONDITION.
162ND AVE SE NEIGHBORHOOD COLLECTOR
HALF STREET IMPROVEMENT SECTION E -E
1 I luo a... -1m' NOT TO SCALE
20 TRACT TABLE
I I f
X50` -3•J _____ ��_J k TRACT USE AREA (S.F.)
°I A STORM POND 48,220
'18'18 62 79• - - -- 8 ALLEY 8,810
C3 I'1 ARCB_t C 20' ACCESS 2,411
PUBLIC ROADS A, B. 84,593
13 AND 35.5' R.O.W. DEDICATION
i o 1 MAPLEWOOD TOTAL PUBLIC ROADS 84,593 S.F. 1.94 AC.
R=361324 1 HEIGHTS TOTAL TRACT AREA 59,240 S.F. 1.36 AC.
1 PARK TOTAL 707 AREA 265,627 S.F. 6.10 AC. DRAWN
TOTAL SITE AREA 409,460 S.F. 9.40 AC. clect�
PER AS -BUILT REVISIONS 5 -31 -2013
F AVERAGE LOT AREA 5.420 s.F.VEC
00-
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SITE PLAN AND
HORIZONTAL CONTROL PLAN
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