HomeMy WebLinkAboutLUA84-043 Large FormatKEYNOTES:
1. 2" asphalt paving over compacted base -- See soils report.
2. 6" continuous concrete curbing. See detail.
3. Concrete bumper. See detail.
4. Retaining wall with 42" high rail. See detail.
5. 3" wide painted stripes. Use 2 coats traffic paint.
6. painted one-way arrow. Use 2 coats traffic paint.
7. Concrete slab. See foundation plan. f
8. Trash enclosure from 8" cmu. Provide chain linf gate
with latch and redwood slats.
9. Match existing asphalt grade.
10. New concrete approach for highway standard.
11. New concrete curb, gutter and sidewalk. Verify with
L.I.D. requirements.
12. Landscape area. See landscape plan.
13. Existing water main. See engineering drawings.
14. Existing sewer main. See engineering drawings.
1.5. Existing storm drain. See engineering drawings.
16. Existing edge of pavement. Verify.
17. For site grading and drainage and proposed street
improvements. See engineering drawings.
1 ^
c
r
S.W. GRADY WAY
s
v
i
ALLEY
LEGAL DESCRIPTION: SITE and BUILDING DATA:
Lots 6 through 16, inclusive, Block 28, C. D. Hillman's
Eariington Gardens Addition to the City of Seattle, Division
No. 1, according to the plat thereof .recorded in Volume 17
of Plats, Page 74, in King County, Washington.
1. Site Zone: B-1
Site Size: 0.8 acres
2. Building Size:
First Floor 8938 sq. ft, gross
758 sq. ft. core
Total Net 8180 sq. ft.
Second Floor 8734 sq. ft. gross
758 sq. ft. core
Total Net 7976 sq. ft.
Total Net Area 16,156 sq. ft.
3. Site Coverage: 25.6%
4. Parking Required:
1 space/200 s.f.
16,158/100 = 80 spaces required
Parking Provided:
58 standard 9 x 20
2 handicap 12 x 20
20 compact 8 x 16
Total Provided - 80 spaces
25% compact - 20 spaces
VICINITY MAP:
TV
s----- --- _'-- _-_ :.-c-__- - - —. •sue
hi
tt
t .
EXHIBIT NTH.
1
T M f.cclee c4 Q: V =r
54 -0,s ,3. f,4
I r1=
1
PLAN
rr
M
N
C
0
i
IL Ei
d t 1 0
016464
0
Od
La
1
0
xi
C
i 0=
4)
No
0
C3
c
CL C
0
X
4}
LIJ
Q
Z
W
LUTr
CCS
0)
CL
vi
drawn
date
checked
job no. 8352
N
sheet
Pig
EAST
f•
IVI
ate(, -,jj ;
i
f '! - .. _ - i - v,.......: f__ •C '' `'-ter^ l.i
KEYNOTES:
1., Precast concrete - painted.
2. Detailed construction joints.
3. Painted cap flashing.
4. Tinted glass in anodized aluminum frame.
5. Pre -colored metal mechanical screen.
6. Landscape berm.
7. Line of parking garage.
B. Retaining wall.
9. Painted metal pipe rail.
10. Trash enclosure with slatted chain Link gate.
11. Precast concrete stair enclosure
12. Precast concrete columns.
WEST
NORTH
t 1'
p:
7-7
R
SOUTH
N
C
O
y
d
e
L
V
1.
0 0
IA 04
r 0
OW
C
16
4)
0*0
A
410 wC
RIMMUMMOMMOM
0
C
cc
CZ
7
A
0
Tr
AwIM.
M
W
Z Z
Cr
Q.
Z
W
Q. CO
W 3
x
Z CO3
W
1. 3
drawn
date
checked
job no. 8352
sheet
P
61"11
f
i
ALLOY
wL
ADY WAY
d
low C*
0164
Od CO
0
C4
i
0
16 x
CO
x 0
I C
d
err
16
C
0
D
42
to 0
IT- rs
07C
cy)
CL C
0
4-0
C
Lu
z
cc
CL
z
LU
40
Li
X
Z F- Cz
w
CL 0
drawn
date
checked
job no. 8352
LANDSCAPE, PLAN sheet
p /11
9 d I&IMUIfm
s-s.e rn. :rowesnRw s* . ..:...-, ... •-a-:z rs .c.:<wz, ::.ter, :arc.+s^.-+:mwrr.e.. e..?.orr-tetra*+!+a-recerrraz a a.e:.akar.ues nam..+.-:,s.mwi+.a+..:ww-ve rmr.s--.sr:%...:-,,e:c+:w e.._..;«.w»reasr3+..Y. • + +vex.: w::ranwxa-. . • . weiaiar.srs. .. ,..-. -. - • • a....e9eineas.=wins.sre. F.. .. rome*:^r.vs:n+-.wnesw ra ws .. aWc..r+w:.e..,msys;-ro*c...v.+s,..+..,o---,.re--:..-_'.+_ •. ,r:a:cr.,..:w.^nw — w
i
1 'E
S.W. GRADY WAY
f
1
1
1101,1
i
4
I
T10
KEYNOTES: .
Q
1. 2" asphalt paving over compacted base - See soils report.
2. 6" continuous concrete curbing. See detail.
3. Concrete bumper. See detail.
4. Retaining wall. with 42" high rail. See detail.
5. 3" wide painted stripes. Use 2 coats traffic paint. 't;o i
6. Painted one-way arrow. Use 2 coats traffic paint. fir'
7. Concrete slab. See foundation plan.
8. Trash enclosure from 8" cmu. Provide chain lin gate
with latch and redwood slats.
9. Match existing asphalt grade. i --
10. New concrete approach for highway standard.
11. New concrete curb, gutter and sidewalk. Verify with
L.I.D. requirements.
12. Landscape area. See landscape plan.
13. Existing water main. See engineering drawings.
14. Existing sewer main. See engineering drawings.
15. Existing storm drain. See engineering drawings.
16. Existing edge of pavement. Verify.
17. For site grading and drainage and proposed street
improvements. See engineering drawings.
i . T
low
ALLEY
ev
m, .-... .. _ .+...o.r,..-.:........_a..s.>,.....+s.,« .. - ,+..,......-.-..r.,e a.... . • . . +.wr. w u w.a•++rrww.w
it _ \\
f !2
LEGAL DESCRIPTION. • SITE and BUILDING DATA: VICINITY MAP:
Lots 6 through 16, inclusive, Block 28, C. D. Hillman's
Earlington Gardens Addition to the City of Seattle, Division
No. 1, according to the plat thereof recorded in Volume 17
of Plats, Page 74, in King County, Washington.
Site 'Lone: B-1
Site Size: 0.8 acres
2. Building Size:
First Floor 8938 sq. ft. gross
758 sq. ft. core
Total Net 8180 sq. ft.
Second Floor 8734 sq. ft. gross
758 sq. ft. core
Total Net 7976 sq. ft.
Total Net Area 16,156 sq. ft.
3. Site Coverage: 25.6%
4. Parking Required:
1 space/200 s.f.
16,158/100 = 80 spaces required
Parking Provided:
58 standard 9 x 20
2 handicap 12 x 20
20 compact 8 x 16
Total Provided - 80 spaces
25% compact - 20 spaces
t F +
IQ WinMP _
00010
00010
Ir
At_
2L
y
SITE PLAN
APR 41984
i.
d
C
C
tl?
w W
Is.
O
16 c*
0
04
0
in
fir
X
r N
iRAM
0
4-4
V)
M
0
cc
W
Z Z
OW
cc
Z
Uj
C
LLJT
i
Z F—
f r
L.
4--
V:
drawn
date
checked
job no. O
sheet 1
V j
ALLEY
i
S.W. GRADY WAY
XHIBIT TM.
LANDSCAPE PLAN M C
O
N
N
L.
O
C4
L
CL
O
it
x
4n Go
v x
s F C
M
JA MD
z
0
m
drawn
date
Cr.
W
z
Cr
CL
z
W
CL.
W
Z
F-
0
4--
checked
C
O
4-.
U)
C
L
cn
Cz
S
C
0
C
Q3
Cz
s
job
no.
8352 v sheet PA-
2.