16-105808 (2)N 89°28'22" W
m nn'
1'-0"
CENTERED 5-9" (+)
ABOVE PARKING
SURFACE, AT THE RESERVED
HEAD OF THE PARKING
PARKING SPACE
INTERNATIONAL SYMBOL
NG
OF ACCESS SHALL BE ��PM �,R
WHITE ON BLUE
BACKGROUND
VAN ACCESSIBLE
METAL SIGN, PAINTED
BLUE LETTERING ON
WHITE BACKGROUND
(SEE WASH. STATE AMENDS.
1106.16.4 FOR CONRACTOR
PREPORATION AND HEIGHT).
M
04 PRESSURE
TREATED POST
Ira
CONCRETE SIDEWALK 5' L/S ---
(TYPE III)
Lq L
-iii_ = iii 1I
-- 12" SQUARE
_i FOOTING
00 00
00 00 x
I o
1 H C PARKING SIGN x
AO N.T.S.
C
i
I
v
Q
V)
" I
uRuancu Ruffin
VERIFY PAVING SECTION
AND SUBGRADE PREPARATION
REQUIRED BY SOILS REPORT.
SOILS REPORT SHALL GOVERN
OVER PAVING SECTION NOTED
C U R B & PAVINGSECTION
N.T.S.
CONC. WALK
PER PLAN
5'X5' LEVEL
LANDING
CURB OR FACE
OF BLDG FNDN
1:12
t- 2' DETECTABLE
WARNING SRTIP PER
P.C. STDS.
H/C RAMP DETAIL
N.T.S.
GRAPHIC SCALE 1" = 20'
20 10 0 20 40
UTILITY CONFLICTNOTE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 811 AND THEN POTHOLING ALL OF THE
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT BNR ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
i
1\ UIJ Lv LL fr
20.00'
r
9050
(BN ZONING)
00
O
� I_/.J `1 II L 1]
rn�a
o VJ
a
(BN ZONING)
ENTRY GATE W/
KNOX BOX
00
5' L/S (TYPE I) P.� ON
ter-
�r- - -
ti.:: �„ _
-- — _.
m c�
® ui
< <; LA'i b'1 S
i
50.00' C14
�j
SW 348TH ST
18
Cn
uj o
SITE caLn
SW 356TH ST 00 E
SW 360TH ST = I 0-
20' �� incv a�
,$LDG. SETBACK)Z
161 Q .-. 0
im
99 U o �
v- > � N �
N ® ��
z � _ •C7
o�4
C!Z
T10 ! Ilm_� z
ao 30'
o VICINITY MAP
o
M N.T.S.
N � Z
ii11 Q
---� SITE DATA WV)
W
-- , SITE AREA ................................ ............ 96,180 S.F., 2.21 AC (90,133 S.F., 2.07 AC AFTER DEDICATIONS)
ZONING................................................BN (NEIGHBORHOOD BUSINESS) z
/ > CONSTRUCTION......................................2B Z O
SPRINKLERED........................................YES N
0 SETBACKS REQUIEED: t J N d o x FRONT..........................................-.25' STREET o0
L C:) SIDE (WEST STREET) 25' STREET Z Lei
Ca J
I Z x SIDE (EAST).....................................20' z Q
0
iC14 REAR...............................................20 w xO
b o BUILDING AREA ...................................... BUILDING "A" 12,500 S.F. (3) STORY = 37,500 S.F. J m I-- Ln
VERHANG 1 o OFFICE 1,200 S.F. j O O N
N zBUILDING "B" 12,865 S.F. (3) = 38,595 S.F. U Cn N
15,00 (RS7.2 ZONING";BUILDING "C" 12,865 S.F. 3) = 38,595 S.F.
o �) TOTAL 115,890 S.F.
PERCENT SITE COVERAGE .......................22.85% AFTER DEDICATIONS
�PARKING REQUIRED: ...............................
»
BUILDING A» �PARKING PROVIDED...............................5 STALLS (1 H/C)
L S IMPERVIOUS AREA, ................................ 67,181 S.F. 74.5%
0 13,125 S.F. FOOTPRINT TYPE I) LANDSCAPING AREA...............................22,952 S.F. 25.5%
pe)STORIES'
00
37,500 S.F.
BUILDING HEIGHT
' HEIGHT ......................................................BUILDING "A" 30' (MAX)
BUILDING I:13' 36' (-)
BUILDING "C" 36' (-)
I
OWNER INFORMATION
SHERRY CAPITAL ADVISERS LLC Z
-j 321 HIGH SCHOOL ROAD NE 2
SUITE D-3 PMB 632
(( BAINBRIDGE ISLAND, WA 98110
LEGAL DESCRIPTION
PCL A OF FEDERAL WAY LLA #04-101112-00-SU REC. #20040528900001
SD LLA BEING LOCATED IN W 1 /2 OF SW 1 /4 OF NE 1 /4 OF NE 1 /4
25.00 15 � � Ix OF SEC 25-21-3
0.
o —mz
OFFICE AREA PARCEL NUMBER
° 7'18" E i
GV
e �
75.00' N 88 5 252103-9010 bi z
OCD
cn
0
I>
LEGEND �-- �—
II DESCRIPTION NEW EXISTING ~
PRELIMINARY SITE PLAN,
L S.W. 356TH STREET
S 89*19'42" E 154.58'
8' DEDICATION
It
14-
N
0
W.
SANITARY SEWER
WATER
SEWER MANHOLE
FIRE HYDRANT
AC PAVING
CONCRETE
LANDSCAPING
v v�
GRAVEL
EXTRUDED CURB
—
PARKING
oX
w
w(10
Q
W .
z
�
Q
w
w
ly
0
= r
o Q
J
cr_
w
w
Li
drawn by
checked by
€1
G.MO
D.E.B.
DEC 07 2016
scale
date
12.01.16
MY OF FEDERAL. WAY
job no.
CDS
15
—10 6
AO O
sheet