15-101551W
Q
0
N
0 20 40
1 INCH = 20 FT.
ZONING AND
SITE DATA CHART
SITE AREA: 55,302 SF (1.27 AC)
BUILDING AREA: 6,912 SF
APPLICABLE STANDARDS: CITY OF FEDERAL WAY
CURRENT ZONING:
COMMUNITY BUSINESS (BC)
PARKING SPACES
36
PROVIDED
PARKING SPACES
REQUIRED (PER CODE
24
1/300 G.F.A.)
PARKING SPACES
REQUIRED (CLIENT
ASSUMES 5/1,000
35
G.F.A.)
-20' SETBACK ALONG FRONTS AND
SIDE ALONG RESIDENTIAL.
NOTES
-ASSUME THE EXISTING DRIVE
WITHIN SETBACK ALONG PACIFIC
HWY S. MAY BE USED FOR NEW
LAYOUT.
VICINITY MAP
SCALE 1 "=200'
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File: 2 10 15 MAR
CM OF FEDERAL WAV
ADS
1 OF 1
PRE —FINISHED
ALUMINUM FLA5HINGG
RTU BEYOND — STOREFRONT
e�r1l ar_vi,�lr,
PRE —FINISHED
ALUMINUM FLASHING
SMOOTH —FACE GMU
SPLIT —FACE GMU
SMOOTH —FACE GMU
LIGHT FIXTURE
SPLIT —FACE GMU
A-, F.F.
EL: O'—O"
PRE —FINISHED
ALUMINUM FLA
STOREFRONT'
OVER ALUMINI.
PANELS BE1'O
SPLIT —FACE C
SMOOTH—FAGE
LIGHT FIXTURE
SPLIT —FACE GI
PRE —FINISHED
ALUMINUM FLASHING
SMOOTH—FAGE GMU
SPLIT —FACE GMU
SMOOTH—FAGE GMU
SCUPPER AND
DOWN5POUT
SPLIT —FACE GMU
LIGHT FIXTURE
H.G. STEEL
EGRESS DOOR
,d-, F.F.
EL: O'—O"
EXHAUST FAN GRILLE
LIGHT FIXTURE
BI J LIGHT FIXTURE ALUMINUM VINYL ADDRE55\\—KNOX BO,'
STOREFRONT LETTERS
PREL I MI NARY ELEVATION (SOUTH)
50ALE: 1/5" = 1'-0"
2 PREL I M I NARY ELEVATION (EAST)
PRE, SCALE: 1/8" = I'—O"
RTU BEYOND
LIGHT
FIXTURRE
G.J.
STOREFRONT 51GNAGE
OVER ALUMINUM
PANELS BEYOND
FIXTURE
`—BI BF' Bl_Z ELECTRIG_J LIGHTI
METER FIXTURE
PREL I M I NAVY ELEVATION (NORTH)
50ALE: 1/8" = 1'-0"
AI !l
FIXTURE NOTE:
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EXHAUST BI FIXTURE
PREL I M I NARY ELEVATION (WEST)
50ALE: 1/8" = 1'-0"
BI J LIGHT
FIXTURE
BIJ
Y EL: 0'-0"
M
NO
GMU
MATERIAL 5GHEOULE
MATERIAL:
EXTERIOR PAINT:
SAMPLE COLOR:
I LOCATION:
Al
BEACHCOMBER 2071
58-082
EXTERIOR BLOCK YSIALL5, STUCCO, METAL DOOR
51
CASTLE ROCK
I OYY 41 /083
%
EXTERIOR BLOCK AALL5, STUCCO, METAL DOOR
52 (ALT)
SAND MOTIF
OOYY 36/125
EXTERIOR BLOCK AALL5, STUCCO, METAL DOOR
RI
AAP RED
METAL PANEL 51GNBAND, EXT. BLOCK YVALL5
R2
AAP RED
ALUMINUM STOREFRONT, METAL COLUMNS AND
(ALTERNATE EXTERIOR ALUMINUM ROOF)
RAILS
BLACK
HANDRAILS
SAFETY
SAFETY YELLOW
BOLLARDS, MANDATED SAFETY AREAS
I
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DATE GROSS SQ. Ff.
s 6,911 S.F.
PROJECT #
DRAWN BY:
CHECK BY.
ilpcervm
r MAR 31 2015
CITY OF FEDERAL WAY
ADS
PREL I M I NARY FLOOR
PLAN/ELEVATION5
PRE1
It 10 AUZ> 1_)=JJt.4`.1 t t
LADDER TO W i Jjl
1s �
t
c*
C
3
1
1
--BEGIN S. 336TH ST.
PROPOSE--D ALIG MT
STA:0+00.00.
a 4 aCONCRETEA
Ap
3
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CHRI44TIAN
A PC!R.T.1.ONY-:-OF SEC. 21, TWP. 21 Na, RGE, 4 E., W.M.
So 336TH ST. Z
CATCH BASIN O
RIM=336.09 (SMALL SQUARE) a o
I.E. 12' CONC.=331.99 W. . a
CATCH BASIN
RIM=335.32 (SMALL SQUARE)
1 V I)" rntlt -ZZ1 T7 C 2. %A1
VERTICAL AT GRAPHIC SCALE
NGVD-29 PER CITY OF FEDERAL WAY zo is 1 I
BENCHMARKmi ow
B.M. NO. 2168-5-1, CITY OF FEDERAL WAY (c )
1 inch = 20 ft.
RAM -SET WASHER ON EAST EDGE OF TELEPHONE co
PAD AT NORTHWEST CORNER OF SOUTH 336TH
AND PACIFIC HIGHWAY SOUTH. uj
ELEVATION=346.811 FEET :m
CB -TYPE 1 Q
RIM=333.62 .
IE 12" CONC W=331.90 -
STRAIGHTLINE SAWCUT 1'
FROM EX. PAVEMENT
EDGE BLISS
PARCEL
AREA OF #412940-0050
NEW PAVING
NEW EDGE OF
1 n e a nl u n. c -- - �- GuE-- �--•�#�}•{-{�R 6�}�}I���Q�$ 1 tK U 1 T 5 I A: S+�S9.1 b 1 �l R
nL 4vtvuUt I t`tR
A� Y r� f % � - SANITARY .�..� (
CJY
.".'^LAY --
J
t n''
� E•R-
f lTY
79U= 12 ADS N 1 G+S 1y' �y
CA _.� __ L 2V S 0.5 ��TRENCH DETAIL � � 0 0�L
PAVED OVER-- TO POTHOLE AND LOCATE PRIOR �-- _::::: " ::::':: ' ':::::.::.:.:::::::::.:
� � cy 3 4 & 3-12 SHE F I "� `�- `" �-�-�-�-GAS- - - _
S ET F $ TYP OG L NE-G S- ...:.....:.;......:;:..:...::: :...........'::E.?
. ...... ...
on-
W I-
3 _ �Q..bkiN-FR�ii: ..-- ............. ..........-r..... ... ... u.?::" �.•1s,.. .......... .... - ::::Sj31�-i: :•:•j: ........
4
- - -.........
... ..........................
l O CB -TYPE 2 0 ° • '' a oa ST
--9` ea °. 4 a - - - -
= O RIM=344.08 °' a '
ETE WALK - o
fsJ L>_1 d 4 '.�� C�G�. " . ° BT - ° a e. " a d G a d d °
w -----4 -- �T d: o - Q 4 ° 0. A...�_ NT c 9r •-__ Br Q
3 o BT _ e 1 2' LI
Q BT ----_ - y ASPHALT a Br. ar
t z 344 Bt aa. i' - _._ _ - BLOCK WALL SPHALT GR L FG -3 3 1 ONG P L'
e EXTRUDED CURB FG 36.
e I ®� ASPHALT DRIVEWAY _ COND IT FOR G 4$ IE 3 .
B N W A 33 FG 3 5 TW .78 34.4 .70 i
o , o CB -TYPE 2 /3 CONDUIT FOR PSE FROM - �- LIGHT OWER o TW 6.30 2 G 333 9 FG 9
j 16. RT N F 332. 12LF DI P E g.70 33.60
z zuj
STA 2 75 TQ A 5 7ul
RIM=343.6 STA: 1+_ 27 TO / @ P LT 01.E STA' IE= 30.26 F
>D GC d
STA: 24+57 (1)QNDU1 f 3+2 II c R cH B w UTY LET SE STf TELEP ONE F 330.
ASPHALT �/ 4+19. 28, R
e �k�/ ASPHALT 5iG . TO R =337 5 OF SET RTH REM R CA BY O A LE T REM 3 5
(2) 6 CONDUIT / EXISTING BUILDING LF Sl A F
7 50 E:. T "CMP- 31.95 S SE RI Tau
4 3 .25
co
S ET, FG .98 �---RAJ
f.__. .. >. R D£T 1 q I P P� L ! OLE LE:. " CM =332. W. P ET D E GY. , LEV. BE USH EGlN LL LITY OLEO �
(1) 4 CONDUIT RELOCATE SIGN TO
1 CONDUIT FOR TRAFFIC SIGNAL 1+ UTILITIES TO CROSS OVER EXISTING I A:/ $5.0 cc
1. a" C =33 . 5 N INST NEW 8" DIP. {IE= .48) R9 WI SIDE LK { )
76.53, 35.20 RT ,,,-.,Ire �.,,,,,,.,,T,,., - �„�,,,, r I p, -- - 1MP= 28.4 W T t:kln nc KI DIDC _,LQn �n n _ 4+9 .60, 3 . D RT REM /R aCA BY
I °.�. STRUCTURE TO STA: 15+20.Qa PARCEL2121fl4-9025 A1VU LUI:AIt titfUKt (:UIYStKUU1iUN l I y� / t) t Dt LU Htru JAM rvJ111 30.00 T P DET
o n WEYERHAEUSER SiO E AN FILL SEME a E((jjr+ SP NETLA A FFER
AS ISi1N 18 CRE PIPE. ADD RELO SP D
4 i 2 CONDUIT STRAIGHTUNE SAWCUT AND REMOVE D1110 RIP AP A REQU D. UMI SIGN U SIGN O O EXISTING ASPHALT PAVEMENT ALONG #2R12E04-9037 CH KI FE 9E REC. 703 0550 1
75' m WIe dQQ : I I LINE OF THE PROPOSED ELECTRCAL C�{ENT CONCRETES C RB "7.50'� � � �.
TRENCH (PARALLEL TO EXISTING 5' EWER SEM T ONSTRUCT HAND RAIL PER LIMIT OF DELINEATED WETLAND PR LT P5
I . ASPHALT T DWG. _25 S1,EET FRS (TYP 2
1 ` e ) GR V C. #7 1201 0s CITY STD. DWG. 3-25 ON FR$ AND GUTTER PER CITY STD. --- --- _ __ __ _ --
j I CONCRETE SIDEWALK). RESTORE �vETLAND A 0.43 .50
4 Q ASPHALT PER DETAIL 1 I RISTI - FAIT CENT SEE DETAIL
PARC \� g
E E OF #21 104 69 �'' __ - -''
FR8 f I RAVE / S. 336TH ST. - PLAN VIEW
SCALE: 1" = 20'
360 '
EXISTINC GRADE AT
CONSTR CTED CL OF EXIST. CB - TYPE 11
EXISIIN ROAD (TYP)
350 .
BEGIN FRONTAGE IMPR VEMENTS RiM=341. 3 CB -TYPE 1 EXIST. CB
CURB, GUTTER, AND SIDEWALK EXIST. CB - TY E 11
IE 12 CO C.=337.03 N STA:3+01.48 35.39 (L) STA:3 51.22 22.33 (L11
1 �78.11, 20.17 (R) IE 12" CO C.=337.23 E RIMSTA=338.07 2 -S S RIM=337.69 RIM= 36.09
SUMP=33 .7 RIM=338.07 (0 SET SOUTH) IE 8" DIP=335. 0 SW IE 12" CONC.=331.99 4
IE 12 CONC.=3 2.27 EXIST. CB - TYPE II - IE 12" CONC.=331.89
IE 8". CMP=335 5 7 SE RIM= 37.45 (OFFSETNORTH) SUMP 330.6
1E 12 SUMP=332.1 ' CMP=331.95E BEGI 2" FULL WIDTH
OVER AY 5TA:5+17.71
i- _ - _ 3 4 q IE 12' CMP=332.25 W EXIS NG CB PROPOSED GRADE AT
I ( IE 8" CMP=332.35 N STA:3+88.41 21.68 () CONSTRUCTED CL WITH
340 - 2" OVERLAY
�4'1Sq EXISTING CB Wf SOLID LID
- IE 12" CONC.=331.72 (E,W) STA:5+ 0.21 22.62 (L) EXISTING GRADE AT
IE 18" CONC.=331.67 (S) STA:4+74.67 22,34 (L). RIPy9=33 .62 CONSTRUCTED C OF o
5.54%
RIIk1=334.32 IE 12" ONC W=331.90 (YP)
EXISTING ROAD
O O I I I - _ _ _ =Z_4 � IE 12", CONC.=3 2.32 (W} IE 12" aP1C E=331.86
I ( !E 12" CONC.=3 2.22 (E) _
IE 12" CONC S=331.37 3•7AL6
--�------- ___I I EXISTING 18"
-.- -- -....
�� I 1---�------- --I0- CONCRETE"PIPE (:fia ------ __
.::.. _ .::.".::.-. , :::.::::•: %,:.:.:..: - _ 150 12" DIP 1.5 %
33a I s N-12 a a.5a%- - - -
(:: It
„ INSTALL MODEL 18R I l t I
- � 12LF 18 SD SNOUT OI AND DEBRIS I �
(DIP) @ 2.32% TcB#FR2 TYPE 1 EX. PIPE
CB FR1 - TYPE 2 48 0 STOP OV R 18 'OUTLET
(SOUTH) W/2.5' UMP AND SEE DE T IL 5 W/VANED GRATE 5+2 12" CONC.0-21
5+20.83, .�0.21 R
THROUG -CURB INLET R1 STA:4+6 .67 17.25' (R) IE=330.2
STA:3+ 9.16 16.47' (R) IE=331.1 , 12» {W,E}
RIM=33 .08
IE=330. 2 18" (N)
EX. CONSTRUCTED IE=330. 2 18" (S)
CENTERLINE GRADE
320 IE=330. 912" E
Ifs cs7 cc� O r7 6'> r•> t� O CV cU O N 'd-
�d-dam- L0 --I-
dam- dM- dN- c6 r- C � G)(0 O
r7 sv) r7 M r7 r7 r7 rrj M M r) r7 M M , M M co 4 CD M r �}co
0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+2.0 3+60 4+00 4+40 4+80 5+20 5+60 6+00
S. 336TH ST. - PROFILE VIEW -
SCALE: GENERAL NdE, CITY ®F FEDERALWA)
. HORZ: 1° = 20' 1} SEE SHEET FR6 FOR SCHEDULE OF STRUCTURES. PRECONSTRUC'TION/INSPEC
VERT. 1" = 5' TEL. Na, (253) 661-4131
PERMIT NO. 04-101030-006-00-EI
CALL 48 HOURS CITY OF FEDERAL. MAY
BEFORE U DIG
1- _ - "`'PROVED BY:
- DATE:
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